HomeMy WebLinkAboutItem 6d. North Chorro Neighborhood Greenway_Attachment C_High Resolution PlansCITY LIMITSCITY LIMITSCIVIL:C-1.1TITLE SHEET, VICINITY MAP, SHEET SUMMARYC-1.2GENERAL NOTES, LEGEND, SHEET INDEXC-1.3KEY MAPC-2.1 TO C-2.2DEMOLITION PLANSC-3.1 TO C-3.16STREETS, SIGNAGE & STRIPPING - PLAN & PROFILESC-4.1 TO C-4.49CURB RETURNSC-5.1 TO C-5.3CIVIL DETAILSELECTRICAL:E-0.1ELECTRICAL NOTES, LEGEND AND SINGLE LINE DIAGRAMSE-1.1ELECTRICAL PLAN - BIKE PATHE-1.2ELECTRICAL PLAN - CHORRO UNDERPASSLANDSCAPE:LP001 TO LP502PLANTING PLANS AND DETAILSLI001 TO LI502IRRIGATION PLANS AND DETAILSSTRUCTURAL:S-101SHEET INDEX, LEGEND & ABBREVIATIONS-102GENERAL NOTESS-103SPECIAL INSPECTION & TESTSS-201TYPICAL CONCRETE DETAILSS-211TYPICAL CONCRETE DETAILSS-311RETAINING WALL DETAILSNOTES:1.FOR FULL CIVIL SHEET INDEX LIST SEE SHEET C-1.32.FOR CIVIL KEY MAP SEE SHEET C-1.3HORIZONTAL CONTROL FOR POINTS 8029 & 8026 AS PUBLISHEDIN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROLNETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICANDATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 195 WITH AN ELEVATIONOF 252.72 L&T 12± WEST OF EASTERLY DRIVE APPROACH TOSHELL STATION AT FOOTHILL & BROAD AS PUBLISHED IN THECITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'SBENCHMARK SYSTEM IS BASED ON THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88).Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 EditionDATUM:SAN LUIS OBISPO COUNTY, CALIFORNIANORTH CHORRO GREENWAYAPPROVED BYSPECIFICATION NO.DATESHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateNOVEMBER 11, 20221000036FILE NO./LOCATIONNo. C 79870B
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AN A. NELSONCIVILR EGISTER
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PROFESSIONAL ENGINEERSTATE OF CALI
FORN
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C-1.1TOPOGRAPHIC SURVEYPREPARED BY:RRM DESIGN GROUPDATE:NOVEMBER 10, 2021PROJECT No.:1417-05-CU211417-05-CU21SHEET SUMMARYALENGINEERN
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IA OSSIFROED
PRTEGISER
FILAFOC AETCTSLIVIE
No. 78227ONAHID.KSC
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OYSDATE: 11/11/22EXPIRES: 9/30/23December 19, 2022
XX>>^^^^SDPROPERTY/RIGHT-OF-WAY LINECENTER LINEEASEMENT LINERETAINING WALLFENCE LINEFLOW LINEGRADE BREAKSAWCUT AND CONFORM LINEEDGE GRINDSTRIPINGTYPE II SLURRY SEALCONCRETE (PCC) PAVEMENTASPHALT (HMA) PAVEMENT/PAVEOUT. SEEAC MILL & FILL NOTES, THIS SHEET. UNLESSOTHERWISE NOTED PER PLAN.CLASS II AGGREGATE BASE SHOULDERSTORM DRAINSTORM DRAIN LINE/////////WSSSDOHEXISTING DRIVEWAYEXISTING VALVEEXISTING FIRE HYDRANTEXISTING CLEANOUTEXISTING OVERHEAD POWER POLEEXISTING MANHOLEEXISTING SIGNEXISTING WATEREXISTING SEWEREXISTING STORM DRAINEXISTING OVERHEAD LINESEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURCO315315PPSDSCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036ABBREVIATIONSABAGGREGATE BASEACASPHALT CONCRETEAPANGLE POINTARVAIR RELEASE VALVEBCRBEGIN CURVEBWBACK OF WALKCBCATCH BASINCL/CL.CENTERLINE/CLASSCMPCORRUGATED METAL PIPECONC.CONCRETEDBHDIAMETER AT BREAST HEIGHT [OF A TREE]DIDRAIN INLETDIPDUCTILE IRON PIPEEGEXISTING GRADEEX.EXISTINGELEVELEVATIONFDCFIRE DEPARTMENT CONNECTIONFGFINISHED GRADEFLFLOWLINEFSFINISHED SURFACEFPFINISHED PADFWFIRE WATERHPHIGH POINTIPSIRON PIPE SIZEJTJOINT TRENCHLPLOW POINTEL.MAXIMUMMIN.MINIMUMNTSNOT TO SCALEPLPROPERTY LINEPCLPARCELPCCPORTLAND CEMENT CONCRETEPOCPOINT OF CURVE/POINT OF CONNECTIONPOTPOINT OF TANGENTPRCPOINT OF REVERSE CURVEROWRIGHT OF WAYRET. WALLRETAINING WALLRPREDUCED PRESSURERWRECYCLED WATERSDSTORM DRAINSFMSEWER FORCE MAINSLSTREET LIGHT/SERVICE LATERALSSSANITARY SEWERSTASTATIONSTD.STANDARDTBDTO BE DETERMINEDTBMTEMPORARY BENCHMARKTCTOP OF CURBTFTOP OF FOOTINGTPTOP OF PAVEMENTTGTOP OF GRATETYP.TYPICALTWTOP OF WALLUONUNLESS OTHERWISE NOTEDWWATERWSEWATER SURFACE ELEVATIONPCRS:THE PROJECT CONSISTS OF:·ROAD AND PARKING SURFACE REPAIR·SIDEWALK AND BIKE PATH·CURB AND GUTTER IMPROVEMENT OR REPLACEMENT·TRAILS AND PATHWAYS·CURB RAMP IMPROVEMENTSTHE PROJECT IS SUBSEQUENTLY EXEMPT FROM CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032. REFER TOPROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.STORMWATER COMPLIANCEGENERAL NOTESC-1.2RAW EARTHWORK QUANTITIES (BIKE PATH)AREA OF DISTURBANCE:11,000 SQUARE FEETMAXIMUM CUT HEIGHT:4.0 FEETMAXIMUM FILL HEIGHT:1.0 FEETRAW CUT:300 CUBIC YARDSRAW FILL:0 CUBIC YARDSADJUSTED FILL:(ASSUMED 25% SHRINKAGE)0 CUBIC YARDSNET QUANTITY:300 CUBIC YARDSTHE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSEDSUBGRADE AND EXISTING GRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO:SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO ACTUAL FIELDCONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES.APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUALQUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE HINGE POINTS IN ORDERTO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND UTILITY INFRASTRUCTURE.APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAWEARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORKQUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OFBIDDING, COST ESTIMATES AND CONSTRUCTION.PROJECT SOILS REPORTPREPARED BY:EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401DATE:November 12, 2021UPDATED:N/AREPORT NAME:GEOTECHNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO, CALIFORNIAPREPARER:Robert Down, PELICENSE:PE 70206SKYBLMSKY1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONSPREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), ANDLATEST EDITION OF CALIFORNIA MUTCD.2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUNDSERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN ANDDURING THE ENTIRE LENGTH OF THE CONTRACT.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORKSUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION INTHE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEER.5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE INA MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMINGOF ANY VEGETATION.6.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING ANDCONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.7.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURINGCONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.8.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALLBE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.9.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREAPRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIESAFFECTED BY CONSTRUCTION.10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILE ACORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTINGMONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED. PROTECTBENCHMARKS AND PROPERTY CORNERS IN PLACE PER CITY STD SECTION 5-1.26.11.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACEDSURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORINGMONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALLINCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.12.ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B,A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BEPROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.13.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OFPAVING WORK.14.CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.15.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD4910.16.ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TOINSTALLATION.17.ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, GREEN BIKE LANE COATING,ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.18.WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS OBSTRUCTED BY VEGETATION,CONTRACTOR SHALL TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TOIMPROVEMENTS.19.GREEN PAVEMENT MARKINGS AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVEDEQUIVALENT PER SECTION 84-6.01.20.HYDRANT MARKERS MUST BE INSTALLED PER STD. 7920, DO NOT INSTALL IN BIKE LANES.21.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.22.PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOTFORM. THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TOAPPLICATION.GENERAL NOTES:LEGEND:1.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTIONTECHNIQUES WHENEVER POSSIBLE. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOWNECESSARY EQUIPMENT CLEARANCE AT NO ADDITIONAL COST TO THE CITY.2.WHERE TREES CANNOT BE TRIMMED TO AVOID CONFLICT WITH CONSTRUCTION EQUIPMENT, THE FOLLOWINGTECHNIQUES MAY BE UTILIZED TO MINIMIZE DAMAGE DURING CONSTRUCTION ACTIVITIES:a.USE EQUIPMENT THAT IS SHORTER IN HEIGHT OR WIDTH TO AVOID CONTACT WITH TREESb.BACK EQUIPMENT UNDER LIMBS AND FOLIAGE TO MINIMIZE CONTACT WITH CONSTRUCTION EQUIPMENTc.EMPLOY HAND TECHNIQUES TO AVOID USING EQUIPMENT UNDER VULNERABLE TREESd.UNDER COORDINATION WITH THE CITY ARBORIST, PUSH INTERFERING TREE LIMBS TEMPORARILY OUT OF THE WAY.TREE PROTECTIONPER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT: 1.DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTORE AREAS IMPACTEDBY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATED ON THE CHURCH OF JESUS CHRISTOF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TO PRE-CONSTRUCTION CONDITION UPON COMPLETIONOF CONSTRUCTION ACTIVITIES. THIS INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT ANDMATERIALS; REPAIR OF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANY ACTIVITIES THATCREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOT LIMITED TO NOISES, ODORS,LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE, EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITY FENCE, OR ACOMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD AND FOR THE LENGTH OF THEPROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEW EASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THE CONTRACTOR PLANT EIGHTTREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENT LOCATED ON THE GRANTOR'S PROPERTY.5.CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED AND RIGHT OF WAYAGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BID DOCUMENTS.LDS BIKE PATH NOTES1.PRIOR TO CONSTRUCTION, CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH ENGINEER PRIOR TOSAWCUTTING AND DIG.2.FIELD VERIFY WITH ENGINEER PRIOR TO REMOVAL OF BASE FAILURES. DIGOUTS OF BASE FAILURES SHALLBE REMOVED AND REPLACED PRIOR TO FIRST LIFT. DEPTH OF BASE DIGOUT TO BE DETERMINED BYGEOTECHNICAL ENGINEER.3.ASSUMED CLASS II AGGREGATE BASE SUBGRADE ASSUMED TO BE SUFFICIENT AND TO BE PROTECTED INPLACE. PRIOR TO CONSTRUCTION, ANY CHANGE IN DEPTH OF HMA OR CLASS II AGGREGATE BASESUBGRADE MATERIAL TO BE COORDINATED WITH CITY AND GEOTECHNICAL ENGINEER.4.PLACE 10" U.O.N. MIN HOT MIX ASPHALT (HMA) TYPE "A" IN LIFTS PER STATE STANDARD SPECIFICATIONS.THE INITIAL LIFT MUST BE 3-INCHES THICK (1/2" MAX AGGREGATE) AND FINAL LIFT BE 3-INCHES THICK (1/2"MAX AGGREGATE).5.MILLING AND FILLING WITH THE INITIAL LIFT OF 3-INCHES MUST BE COMPELTED ON THE SAME WORK SHIFT.THE INITIAL LIFT OF 3-INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THEDESIGNATED AREA BEFORE THE FINAL LIFT CAN BE COMPLETED.6.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT SAWCUT LINE.7.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5%MINIMUM AND 3.0% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE CITY AND/OR ENGINEER.AC MILL AND FILL NOTESDATE: 11/11/22EXPIRES: 9/30/23
C-3.2C-3.2C-3.3C-3.4C-3.6
C-3.6
C-3.7AC-3.7A & C-3.7BC-3.8C-3.8C-3.9C-3.9C-3
.10C-3
.10C-3
.11C-
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5FERRINIFOOTHIL
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BROADMEINECK
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MURRAY
MISSIONCHORRORAMONA
CERROROMAULDOFELTONC-3.1VENABLECENTERMOUNTAINVIEWLINCOLNHWY 101WALNUTPEACHMILLPALMCHORROCHORRON. CHORROCABRILLO HWY
SAN
TA
RO
SAE. FOOTHILLCALIFORNIA
BROADRAMONA
SERRANO
MISSIONMURRAY
HWY 101C-3.12PROPOSED SHEETNUMBERS, TYP.BROADALMONDC-3.1C-
3
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1
6
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet5001" = 250'250750KEYMAP1" = 250' HORIZONTAL SCALEKEYMAPC-1.3SKYBLMSKYCIVIL SHEET INDEX LISTSHEET NUMBERSHEET TITLEC-1.1TITLE SHEETC-1.2GENERAL NOTESC-1.3KEYMAPC-2.1DEMOLITION PLAN - BIKE PATH [10+00 - 13+50]C-2.2DEMOLITION PLAN - CHORRO [33+25 - 42+25]C-3.1FERRINIC-3.2FERRINIC-3.3BIKE PATH [10+00 - 13+50]C-3.4BIKE PATH [13+50 - 15+32]C-3.5BIKE PATH RETAINING WALLC-3.6RAMONA [10+00 - 17+86]C-3.7ABROAD [10+00 - 18+75]C-3.7BBROAD & MURRAYC-3.8BROAD [18+75 - 27+60]C-3.9MISSION [11+00 - 18+25]C-3.10CHORRO [10+00 - 17+50]C-3.11CHORRO [17+50 - 26+50]C-3.12LINCOLN [6+05 - 9+00]C-3.13CHORRO [26+50 - 29+50]C-3.14CHORRO [29+50 - 38+00]C-3.15CHORRO [38+00 - 41+50]C-3.16CHORRO [41+50 - 45+00]C-4.1FELTON CURB RETURNSC-4.2FELTON CURB RETURNSC-4.3CERRO ROMAULDO CURB RETURNSC-4.4CERRO ROMAULDO CURB RETURNSC-4.5RAMONA CURB RETURNSC-4.6RAMONA CURB RETURNSC-4.7RAMONA CURB RETURNSC-4.8MEINECKE CURB RETURNSC-4.9MEINECKE CURB RETURNSC-4.10MEINECKE CURB RETURNSC-4.11MURRAY CURB RETURNSC-4.12MURRAY CURB RETURNSC-4.13MURRAY CURB RETURNSC-4.14MURRAY CURB RETURNSC-4.15BROAD CURB RETURNSC-4.16BROAD CURB RETURNSC-4.17ALMOND CURB RETURNC-4.18MISSION CURB RETURNSC-4.19MISSION CURB RETURNSC-4.20MISSION CURB RETURNSC-4.21MISSION CURB RETURNSC-4.22MISSION CURB RETURNSC-4.23VENABLE CURB RETURNSC-4.24VENABLE CURB RETURNSC-4.25CENTER CURB RETURNSC-4.26CENTER CURB RETURNSC-4.27CENTER CURB RETURNSC-4.28CENTER CURB RETURNSC-4.29MOUNTAIN VIEW CURB RETURNSC-4.30MOUNTAIN VIEW CURB RETURNSC-4.31MOUNTAIN VIEW CURB RETURNSC-4.32MOUNTAIN VIEW CURB RETURNSC-4.33MOUNTAIN VIEW CURB RETURNSC-4.34LINCOLN CURB RETURNSC-4.35LINCOLN CURB RETURNSC-4.36LINCOLN CURB RETURNSC-4.37LINCOLN CURB RETURNSC-4.38WALNUT CURB RETURNSC-4.39WALNUT CURB RETURNSC-4.40WALNUT CURB RETURNSC-4.41WALNUT CURB RETURNSC-4.42PEACH CURB RETURNSC-4.43PEACH CURB RETURNSC-4.44PEACH CURB RETURNSC-4.45PEACH CURB RETURNSC-4.46MILL CURB RETURNSC-4.47MILL CURB RETURNSC-4.48MILL CURB RETURNSC-4.49MILL CURB RETURNSC-5.1CIVIL DETAILSC-5.2CIVIL DETAILSC-5.3CIVIL DETAILSMONTEREYDATE: 11/11/22EXPIRES: 9/30/23
SD SDSDSDSDSDSDSDSDSDSDSDSDSD SDMH
RIM = 235.08
INV = 230.7 30" E
18" N/S
SDDIGRATE = 245.18'INV = 240.8' BOTTOMUTILITY VAULTSBENCH
SDMH
RIM = 234.91
INV = 231.3' SWMWM
^^^^^^FOOTHILL BLVD10+0011+0012+0013+0014+0015+0015+6911+0012+00245245 245243244FOOTHILL
235235236RAMONABIKE PATH20' EASEMENT20' EASEMENT20' EASEMENT20' EASEMENT
240
245
238
239
24
124224
3244
20' TEMPORARY
CONSTRUCTION
EASEMENT
20' TEMPORARYCONSTRUCITONEASEMENT
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB &GUTTER AS SHOWN ON SHEET C-3.15.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213PROTECT AND PRESERVEEXISTING PILASTERS, FENCE ANDCONCRETE MOW STRIP, U.O.N.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]DEMOLITION PLAN - BIKE PATH [10+00 - 13+50]C-2.1SKYBLMSKY61630"x24"CAL FRESH SHOPPING CENTER(NOT A PART)PROTECT AND PRESERVEEXISTING WALL (TYP)2REMOVE EXISTING PILASTERAND FOUNDATIONREMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 25 LF)6PROTECT AND PRESERVEEXISTING PILASTER11111LDS CHURCH(NOT A PART)6228"521REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING WALL (TYP)266REMOVE EXISTING FENCE ANDCONCRETE MOW STRIP (APPROX 50 LF).REMOVE ALL EXISTING VEGETATIONLOCATED BETWEEN EXISTING BACK OFWALK AND ROW.REMOVE EXISTING MOWSTRIP (APPROX 20 LF)REMOVE EXISTING PILASTERAND FOUNDATIONPROTECT AND PRESERVEEXISTING PILASTER62211REMOVE AND REPLACEEXISTING DAMAGEDCONCRETE PANEL111112"4"11111212121212131112"111111118"116"13116"ADJUST/RAISE EXISTINGTV AND PAC BELL BOXESPROTECT AND PRESERVEEXISTING PG&E VAULTPROTECT (2) EXISTING CITYPROJECT SIGNS IN PLACEDATE: 11/11/22EXPIRES: 9/30/23
W
V
W
V
W
V
W
V
SDDIINV = 219.0'WMWM EBEBEBEBEBELECBOX ELECVAULT
W
V
EB
WM
TE
L
V
A
U
L
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G
A
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A
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L
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A
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A
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E
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WMWM SSSSSSSSSSDRIVEWAY TYP.
WM
WM WWWWWWWWWWWSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^38+0039+0040+0041+0042+0010+00INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03PALM CHORRO222
2
2
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2
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NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.PROTECT AND PRESERVE EXISTING SIGN AND POST IN PLACE.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REMOVE AND REINSTALL EXISTING SIGN ON NEW PUNCH POST UNLESS EXISTING POSTCAN BE SALVAGED PER CITY STD 7215.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.NOT USED.NOT USED.REMOVE EXISTING CONCRETE CURB. CURB TO BE REPLACED WITH PROPOSED CURB &GUTTER AS SHOWN ON SHEET C-3.15.REMOVE EXISTING CONCRETE CURB AND GUTTER.REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE ALL EXISTING VEGETATION WITHIN EXISTING 20' EASEMENT.REMOVE EXISTING DRIP IRRIGATION LINES, STUB AND CAP AT LDS PROPERTY.12345612345678910111213WVWVWV
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INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.96CHORROPEACH
MILL
200205
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198199201202203204
206207208
209
211
212
213
214
216
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 42+25]MATCHLINE - SEE ABOVE
DEMOLITION PLAN - CHORRO [33+25 - 42+25]C-2.2SKYBLMSKY2511226132462926661162430"X24"99225959962296225462969220feet401" = 20'2060CHORRO [33+25 - 38+00]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW5 145544324211246455553666423222246614226666666266626122REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CITY STD 4030 AND4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (12" MAX AGGREGATE).PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CITY ANDCITY ARBORIST IF ADJACENT PINE TREE, WHICH IS SUSPECTED TO BE UPROOTINGTHE PAVEMENT, WILL BE IMPACTED BY HMA AND DIGOUT REPAIRS665230"X24"2211230"X24"2212DATE: 11/11/22EXPIRES: 9/30/23
WMWV WV WV WV PP WMDRIVEWAY TYP.STOPSTOPSTOP
HUMPHUMP
HUMPGREENWAYGREENWAY^^^^^^^10+0011+0012+0013+00265270275280285266267268269271272273274276277278279281282283284286FERRINIYELLOW HI-VIS CROSSWALKPER ENG STD 735035 LFDETAIL 2280 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFDETAIL 2247 LFFELTONSEE SHEET C-4.2 FOR CURB RETURNSEE SHEET C-4.1 FOR CURB RETURNDETAIL 1393 LF CONT.DETAIL 22,35 LF"STOP" LEGEND22 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYP12" WHITE25 LF12" WHITE18 LF12" WHITE15 LF"HUMP" LEGEND25 SF, TYP'SCHOOL"LEGEND35 SF, TYP17.8'
17.8'
17.2'18.5'RELOCATE EXISTINGSTOP SIGNNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011PPWV
PP
COMM BOX ELEC PED
DOUBLE CHECKSTOP
STOP
GREENWAYGREE
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WAYGREENWAY
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R
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STATE HWY 1 / N. SANTA ROSAFERRINISEE LANDSCAPEPLANS FOR THIS AREADETAIL 2253 LFDETAIL 2233 LFDETAIL 1104 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN.22 SFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPYELLOW HI-VIS CROSSWALK PERCITY STD 7350 (65 LF)GREENWAY SIGN WITHRIGHT TURN ARROWON 12' PUNCH POSTGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPTYPE IV ARROW (R)12" WHITE25 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN. 22 SF12" WHITE17 LF12" WHITE17 LFDETAIL 22, 27 LF18.7'21.1'17.4'
18.1'PROTECT (2) EXISTING CITYPROJECT SIGNS IN PLACECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
FERRINIC-3.1SKYBLMSKYMATCHLINE - SEE BELOW0feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEET
MATCHLINE - SEE ABOVE7
777744663310DATE: 11/11/22EXPIRES: 9/30/23
DRIVEWAY TYP.
WV WV SSSS SS SSSSSSSSSSSSSSSSSSGREENWAY
FOOTHILL BLVD////////////21+0019+0020+0012+0013+00INTERSECTION DATASTA=12+00.00 FOOTHILLSTA=20+99.91 FERRININ=2303965.31E=5763829.42FERRINIFOOTHILL 250246 248249251FOOTHILL GREENWAY SIGN ON 12'PUNCH POST IN PARKWAY.PROTECT AND PRESERVEEXISTING HI-VIS CROSSWALKDETAIL 22, 60 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPPROTECT AND PRESERVEEXISTING CROSSING, STRIPINGAND APPURTENANCESDETAIL 1272 LF CONT.STOP LEGEND ANDLIMIT LINE, 22 SFPROTECT AND PRESERVE EXISTINGCONCRETE MEDIAN. RELOCATEAND REPLACE EXISTING PLANTERBOXES AFTER SEALING12" WHITE, 16 LFSTRIPED BUFFERPER DETAIL A15'
17.6'18.1'REMOVE (E) BIKEBOX SIGN (D11-20)FROM POSTGREEN BIKE LANE MARKINGPER DETAIL J, (CASE 1) 52 LFEDGE GRIND, 63 LFSD
SD
SDSDWM
WV
SD INLET
INACCESSABLE
SDDI
GRATE = 255.91'
INV = 253.7' 12" W/S
DRIVEWAY TYP.
WVHUMPHUMP
HUMPHUMP
GREENWAY
GREENWAYSTOP^^^^^^^^^^^^^^14+0015+0016+0017+0018+00FERRINICERRO ROMAULDO
2
5
5
260
2522532542562
5
7
258259261262263264
YELLOW HI-VIS CROSSWALKPER ENG STD 7350. 51 LF.DETAIL 2280 LFDETAIL 2256 LFSEE SHEET C-4.4 FOR CURB RETURNSEE SHEET C-4.3 FOR CURB RETURNGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 1272 LF CONT.GRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGEND INSAME LOCATION PER PLAN.MAINTAINEXISTINGDETAIL 1DETAIL 1393 LF CONT.DETAIL 2235 LF"HUMP" LEGEND25 SF, TYP12" WHITE15 LF"HUMP" LEGEND25 SF, TYP"SCHOOL" LEGEND35 SF, TYP18.1'17.7'
17.4'18.2'REMOVE & REINSTALL STOP SIGNON NEW PUNCH POST PER STD 7210NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.12345678910110feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEET
FERRINIC-3.2SKYBLMSKY74677773364824"X24"1010MATCHLINE - SEE NEXT SHEET 4DATE: 11/11/22EXPIRES: 9/30/23
ELEVATION225.0230.0235.0240.0245.0250.0255.0245.12245.110+00245.56245.4245.85245.511+00245.40245.2
244.65
244.512+00243.90
243.8
243.15
243.113+00242.40
242.4 20.0' VCPVI STA = 11+14.66PVI ELEV = 245.94K = 9.62BVC = 11+04.66ELEV = 245.88EVC = 11+24.66ELEV = 245.78 HIGH PT STA: 11+10.20HIGH PT ELEV: 245.89BVC = 13+48.70
ELEV = 242.42
PVI STA = 10+00.00PVI ELEV = 245.12PVI STA = 10+07.02PVI ELEV = 245.17PVI STA = 10+17.49PVI ELEV = 245.28PVI STA = 10+23.49PVI ELEV = 245.410.70%1.00%2.22%0.58%-1.50%20.0' VCPVI STA = 11+14.66PVI ELEV = 245.94K = 9.62BVC = 11+04.66ELEV = 245.88EVC = 11+24.66ELEV = 245.78 HIGH PT STA: 11+10.20HIGH PT ELEV: 245.89BVC = 13+48.70
ELEV = 242.42EXISTING GRADEPROPOSED PATHCENTERLINE ELEVATIONSDSDSDSDSDSDSDSDDIGRATE = 245.18'INV = 240.8' BOTTOMUTILITY VAULTSBENCHSSMH RIM=246.66'SS SS SS SSSSSTOPXXXXXXXXXXXXXXXXXX
XXXXXXXXB-BA-A10+0011+0012+0013+0021+0013+00245245246 245243244FOOTHILL
2432452
4
3
244 CURVE WARNINGSIGN (W1-2 L)CURVE WARNINGSIGN (W1-2 R)GREENWAY SIGN WITH LEFT ARROW ON12' PUNCH POST, WITH "NO MOTORVEHICLES SIGN" (R5-3). INSTALL AT ANANGLE FOR VISIBILITY IN BOTH DIRECTIONS.GREENWAY SIGN WITH RIGHTARROW AND 18" STOP SIGNON 12' PUNCH POST.SEE ELECTRICALPLANS (TYP)SEE LANDSCAPEPLANS (TYP)INTERSECTION DATASTA=11+85.11 38' R FOOTHILLSTA=10+00.00 BIKE PATHN=2303927.75E=5763813.481/2 SCALE STOP LEGENDBIKE / PED SYMBOLPER DTL I ON C-5.44" SOLID YELLOW STRIPE(APPROX 30 LF)4" SOLID YELLOW STRIPE(APPROX 30 LF)4" SOLID YELLOW STRIPE ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=11+17.70 6.0' (L)245.85 FSSTA=11+12.70 6.0' (L)245.80 FS245.69 FSMATCH EXISTING245.70 FSMATCH EXISTING245.05 FSMATCH EXISTING245.28 FSMATCH EXISTINGSTA=12+54.53 6.0' (R)243.74 FSSTA=12+44.03 6.0' (R)243.90 FS4.5'10.5'4.5'SEE ELECTRICALPLANS (TYP)SEE ELECTRICALPLANS (TYP)N28°30'57"W 7.02'Δ=60°00'00" R=10.00' L=10.47'N88°30'57"W 103.71'Δ=90°32'06" R=6.00' L=9.48'N2°01'09"E 438.31'20'
20' TEMPORARY
CONSTRUCTION EASEMENT20' TEMPORARYCONSTRUCTION EASEMENT4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)12" WHITE,9 LF245.67 FSMATCH EXISTING245.72 FSMATCH EXISTING245.69 FSMATCH EXISTING245.74 FSMATCH EXISTINGREMOVE & REPLACECONCRETE SIDEWALKPROTECT (2) EXISTING CITYPROJECT SIGNS IN PLACEX X X
CENTERLINE SEC A-A: BIKE PATH6'6'4:1 MAX4:1 MAX SLOPE TOEXISTING GRADE20' EASEMENTEXISTING FENCETO REMAINEXISTINGGRADEEXISTINGGRADECONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)1.50%1.50%1'1'EXISTING SIDEWALK,CURB AND GUTTERFOOTHILL BLVDROWTEMPORARY 20'CONSTRUCTION EASEMENT0.7'4.1'5.3'1.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).123456789101.50%CENTERLINE
1.50%SEC B-B: BIKE PATH6'6'4:1 MAX4:1 MAX20' EASEMENTEXISTINGGRADEEXISTINGGRADE1.5% SLOPE TO EXISTINGFACE OF WALLEXISTING WALL SEENOTE 1 BELOW2'1'CONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTING GRADE1'X X X
PROPOSED FENCEPER LANDSCAPETEMPORARY 20'CONSTRUCTION EASEMENT3.5'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 13+50]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMATCHLINE - SEE NEXT SHEET
BIKE PATH [10+00 - 13+50]C-3.3SKYBLMSKY9NOTES:1.PROTECT AND PRESERVE EXISTING WALL AND FOOTING. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING. CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE. INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.2. REFER TO ELECTRICAL PLANS FOR CONDUIT LOCATION.NOTE:1.ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP), EXCEPTFOR BIKE & PEDESTRIAN SYMBOLS, WHICH AREPREFORMED THERMOPLASTIC SHEETS.MATCHLINE - SEEPREVIOUS SHEET 4DATE: 11/11/22EXPIRES: 9/30/23
225.0230.0235.0240.0245.0250.0255.0242.40242.4240.78241.614+00238.38240.6235.98239.315+00234.8
234.815+6820.0' VCPVI STA = 15+16.13PVI ELEV = 235.20K = 6.06BVC = 15+06.13ELEV = 235.68EVC = 15+26.13ELEV = 235.05 LOW PT STA: 15+26.13LOW PT ELEV: 235.0550.0' VCPVI STA = 13+73.70PVI ELEV = 242.04K = 15.17BVC = 13+48.70ELEV = 242.42EVC = 13+98.70ELEV = 240.84 HIGH PT STA: 13+48.70HIGH PT ELEV: 242.42PVI STA = 15+32.99PVI ELEV = 234.95-1.50%-4.80%20.0' VCPVI STA = 15+16.13PVI ELEV = 235.20K = 6.06BVC = 15+06.13ELEV = 235.68EVC = 15+26.13ELEV = 235.05 LOW PT STA: 15+26.13LOW PT ELEV: 235.0550.0' VCPVI STA = 13+73.70PVI ELEV = 242.04K = 15.17BVC = 13+48.70ELEV = 242.42EVC = 13+98.70ELEV = 240.84 HIGH PT STA: 13+48.70HIGH PT ELEV: 242.42EXISTING GRADESTA: 13+94.91ELEV: 240.18STA: 14+74.50ELEV: 236.53STA: 15+06.62ELEV: 235.78STA: 15+19.12ELEV: 234.97 PROPOSED PATHAPPROXIMATE EXISTINGEASTERLY WALLTOP OF FOOTING (TF).CONTRACTOR SHALLFIELD VERIFY PRIOR TOCONSTRUCTION.SD SDSDSDSDSDSD SDMHRIM = 235.08
INV = 230.7 30" E
18" N/S
SDMHRIM = 234.91INV = 231.3' S ^^^^^^>>>>>>>>>>STOPC-CXXXXXXXXXXXXXXXXXXXXXXXXD-D///14+0015+0015+6911+0012+00243240238239241242243
235235236RAMONABIKE PATH2402362372382392412422+801+002+00SEE PRECISE GRADING ANDSTORMWATER TREATMENTAREA DETAIL, SHEET C-5.3SEE LANDSCAPEPLANS (TYP)STA 11+81.20 30.9' L RAMONA =STA 1+00 RETAINING WALL (W)N=2303511.48E=5763878.70SEE SHEET C-3.5 FORRETAINING WALL PROFILEINTERSECTION DATASTA=12+23.19 RAMONASTA=15+58.99 BIKE PATHN=2303479.42E=5763919.78BIKE / PED SYMBOLPER DTL I ON C-5.41/2 SCALE STOP LEGENDWITH LEFT TURN ARROW4" SOLID YELLOW STRIPE(APPROX 20 LF)4" SOLID YELLOW STRIPE ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=13+70.12 6.0' (R)241.85 FSSTA=13+59.62 6.0' (R)242.12 FS10.5'4.5'INSTALL GREENWAY SIGN WITHLEFT ARROW ON 12' PUNCH POSTNO VEHICLES SIGN (R5-3)ON 12' PUNCH POSTINSTALL STOP SIGN ON12' PUNCH POSTPAINT CURB RED, 40 LFINSTALL R4-11, R7-9 AND "END"PLAQUE ON 12' PUNCH POSTPROVIDE CENTER YELLOW DIAMONDSTRIPING PER MUTCD FIGURE 9C-8.INSTALL PEXCO FLEX POST MODEL EACDELINEATOR, 36" WHITE WITH 2 GREY WRAPS.20'20' TEMPORARYCONSTRUCTION EASEMENT STA 14+75 7.0' LBEGIN 3:1 DAYLIGHTGRADINGEDGE GRIND, 55 LF1.50%CENTERLINE
1.50%SEC D-D: BIKE PATH6'6'20' EASEMENTDRAINAGE SWALE / LANDSCAPEAREA WITH 3"-6" ROUNDEDDECORATIVE COBBLE, 1' DEEP0.5'EXISTINGGRADE1'3'0.5'EXISTINGGRADEEXISTING WALL SEENOTE 1 BELOWX XCONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTINGGRADE3:1 PROPOSED FGPL2'2'TEMPORARY 20'CONSTRUCTION EASEMENTPROPOSED RETAINING WALL ANDFENCE. REFER TO STRUCTURALAND LANDSCAPE PLANS.SEC C-C: BIKE PATH1.50%CENTERLINE
1.50%6'6'20' EASEMENTDRAINAGE SWALE /LANDSCAPE AREA0.5'EXISTINGGRADE1'3'0.5'EXISTINGGRADEEXISTING WALL SEENOTE 1 BELOWX X
PROPOSED RETAINING WALL ANDFENCE. REFER TO STRUCTURALAND LANDSCAPE PLANS.CONCRETE BIKEWAY PERCITY STD. 7040 (OPTION 2)EXISTINGGRADEPROPOSED FGPL2'2'TEMPORARY 20'CONSTRUCTION EASEMENTNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).12345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [13+50 - 15+32]1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATION
MATCHLINE - SEE PREVIOUS SHEET
BIKE PATH [13+50 - 15+32]C-3.4SKYBLMSKY713NOTES:1.PROTECT AND PRESERVE EXISTING WALL AND FOOTING. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING. CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE. INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.NOTES:1.PROTECT AND PRESERVE EXISTING WALL AND FOOTING. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXISTING DEPTHAND EXTENTS OF EXISTING WALL FOOTING. CONTRACTOR SHALL IDENTIFY AND REPORT ANY POTENTIAL CONFLICTS WITH PROPOSED WALL FOOTINGAND/OR PROPOSED FOOTING CONSTRUCTION AS SOON AS FEASIBLE. INFORMATION FOUND SHALL BE SHARED WITH CITY AND ENGINEER OF RECORD.PER CITY OF SAN LUIS OBISPO GRANT DEED AND ROW AGREEMENT: 1.DEED SECTION 2 - RESTORATION OF GRANTOR PROPERTY: CONTRACTOR TO RESTOREAREAS IMPACTED BY CONSTRUCTION WITHIN THE TEMPORARY EASEMENT AREA LOCATEDON THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ("GRANTOR") PROPERTY TOPRE-CONSTRUCTION CONDITION UPON COMPLETION OF CONSTRUCTION ACTIVITIES. THISINCLUDES, BUT IS NOT LIMITED TO REMOVAL OF ALL EQUIPMENT AND MATERIALS; REPAIROF ANY DAMAGE; AND REPLACEMENT OF TOPSOIL, VEGETATION, MULCH, ETC.2.DEED SECTION 5.3 - USE OF EASEMENT AREA: CONTRACTOR SHALL NOT CARRY OUT ANYACTIVITIES THAT CREATE NUISANCES OR POSE RISKS TO THE GRANTOR, INCLUDING BUT NOTLIMITED TO NOISES, ODORS, LIGHT, DUST, SMOKE, GASES, LIGHT, VIBRATION, RISK OF FIRE,EXPLOSION, OR HAZARDOUS MATERIALS.3.ROW AGREEMENT - SECTION E: CONTRACTOR TO REINSTALL THE 6' HIGH METAL SECURITYFENCE, OR A COMPARABLE REPLACEMENT FENCE, ALONG FOOTHILL BOULEVARD ANDFOR THE LENGTH OF THE PROPERTY LINE BETWEEN THE GRANTOR'S PROPERTY AND THE NEWEASEMENT AREA.4.ROW AGREEMENT - SECTION E: AS PART OF THE CONSTRUCTION PROJECT, THECONTRACTOR PLANT EIGHT TREES WITHIN THE TEMPORARY CONSTRUCTION EASEMENTLOCATED ON THE GRANTOR'S PROPERTY.5.CONTRACTOR TO COMPLY WITH THE FULL REQUIREMENTS DESCRIBED IN THE DEED ANDRIGHT OF WAY AGREEMENT, WHICH ARE PROVIDED AS AN ATTACHMENT TO THE BIDDOCUMENTS.NOTE:1.ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP)4DATE: 11/11/22EXPIRES: 9/30/23
SDMHRIM = 234.91INV = 231.3' SPPWMEBEB^^^^^^>>>>>>>>>>STOP
XXXXXXXXXXXXXXXXXXXXXXXX X X/////////14+0015+00243240238239241242
243240236237238239241242 2+801+002+0010.5'ELEVATION225.0230.0235.0240.0245.0250.0225.0230.0235.0240.0245.0250.0236.44236.91+00235.39239.0237.78240.72+00240.18241.7241.51242.22+80FG AT FACEEG AT BACKSTA: 1+00.00ELEV: 237.50STA: 1+32.19ELEV: 237.50ANGLE POINTSTA: 1+54.00ELEV: 240.00STA: 2+80.00ELEV: 243.00STA: 1+00.00ELEV: 235.00STA: 1+04.00ELEV: 234.00STA: 1+52.00ELEV: 234.00STA: 1+64.00ELEV: 234.50STA: 1+76.00ELEV: 235.00 STA: 2+60.00ELEV: 239.00STA: 2+72.00ELEV: 239.50STA: 2+80.00ELEV: 240.00STA: 2+48.00ELEV: 238.50STA: 2+36.00ELEV: 237.50STA: 2+24.00ELEV: 237.00STA: 2+12.00ELEV: 236.50STA: 2+00.00ELEV: 236.00STA: 1+88.00ELEV: 235.50CONCRETE ENERGYDISSIPATION STRUCTURE PERDETAIL 1 ON SHEET C-5.2PROPOSED TOPOF WALLPROPOSED TOP OF FOOTING,PROVIDE 1' COVER MINPROPOSED FG AT BACKOF WALL, 4:1 MAXREFER TO STRUCTURAL DETAIL 12 ON S-311REFER TO STRUCTURALDETAIL 14 ON S-311CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036BIKE PATH RETAINING WALLC-3.5SKYBLMSKY0feet401" = 20'2060RETAINING WALL(W)1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATION
DATE: 11/11/22EXPIRES: 9/30/23
WVWVWVWVPPEBEBEBPPWMSTOPPED
XING
STOPSTOPSTOP^^^^^^^^^^^^^^^^^^^^^^//////////////////////////////////////////////////////////////////////////////////////////////////////////////////24024523723823924124224324424624624610+0015+0016+0017+0017+86INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.55BIKE SYMBOL ANDARROW, 10.5 SF TYPINSTALL (12) GREENBACK CHEVRONSPER DETAIL KDETAIL 22, 50 LFGRIND STOP BAR AND LEGEND.INSTALL STOP BAR AND LEGENDIN RELOCATED LOCATION PERPLAN. 22 SF.GREENWAY SIGN WITH LEFTARROW PLAQUE ON 12' PUNCHPOST IN PARKWAY. SEE DETAIL AINSTALL "SPEED HUMPS AHEAD" (W84-CA)SIGN AND "COMMERCIAL VEHICLES OVER3 TONS PROHIBITED" (R36-CA) SIGNS ONSAME POST.RELOCATE STOP SIGN ANDPUNCH POST IN PARKWAY1.25' MEDIAN PER DETAIL M, SHEET C-5.2RAMONABROAD
243244NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 24 PLANTERS.SEE SHEET C-4.5 FOR RAMONA DRIVEWAYSEE SHEET C-4.6
FOR CURB
RETURN
SEE SHEET C-4.7
FOR CURB
RETURN
5'10'17'REMOVE NO STOPPINGANYTIME AND BEGIN SIGNFROM EXISTING PUNCH POSTREMOVE EXISTING COMMERCIAL LOADING SIGNFROM EXISTING PUNCH POST. INSTALL R7-9 SIGNON 12' PUNCH POST. INSTALL GREENWAY SIGNWITH RIGHT ARROW PLAQUE FACING WESTREMOVE EXISTING SHARE THE ROAD SIGNFROM EXISTING PUNCH POST. INSTALLGREENWAY SIGN ON EXISTING PUNCH POSTINSTALL 3' WIDE YELLOWSTRIPING PER DETAIL 28 WITHZICLA SEPARATORS PER DETAIL GRELOCATE EXISTING STOP SIGN ANDPUNCH POST.INSTALL NEW STREET NAME SIGN BLADESPER CITY STD 7250 ON SAME POST.EXISTING FIRE HYDRANTREPLACE 40' OF YELLOW CURBWITH STANDARD GREY CURBREMOVE EXISTING IN-ROADFLASHER CANNISTERS AND POLERELOCATE THE EXISTING POSTS AND RAPIDRECTANGULAR FLASHING BEACON SYSTEM(RRFB) AS NEEDED."XING" LEGEND21 SF, TYP"PED" LEGEND18 SF, TYPBIKE SYMBOL ANDARROW, 10.5 SF TYPDETAIL 22570 LF (CONT.)4" WHITE PARKINGLANE LINE. 200 LFINSTALL PEXCO FLEX POST MODELEAC DELINEATOR, 36" WHITE WITH2 GREY WRAPS, 10' O.C."STOP" LEGEND22 SF, TYP.12" WHITE10 LFHI-VIS CROSSWALK PERCITY STD 7350 (40 LF)HI-VIZ CROSSWALK PERCITY STD 7350 (30 LF)12" WHITE, 15 LFHI-VIS CROSSWALK PERCITY STD 7350 (27 LF)REMOVE EXISTING SIGNS AND INSTALLNEW GREENWAY SIGN PER DETAIL ABIKE LANE MARKINGS PERCITY DETAIL J, (CASE 3) 42 LF2'BIKE SYMBOL AND ARROW, 10.5 SF TYP1/2 SCALE STOP LEGEND7.6'10'10'BIKE BUFFER PERDETAIL FREINSTALL EXISTING PUNCHPOST AND TRUCK ROUTE SIGN12.2'12'4'4'RED PAINTED CURB66 LF70'80'STA 14+50STA 15+20STA 16+00
3'4.5'4.7'EDGE GRIND, 34 LFEDGE GRIND, 367 LFSTA=16+03.67OFFSET=7.7' (L)STA=17+21.35OFFSET=7.7' (L)SDSDSDSDWVWVWVDRIVEWAY TYP.SDMHRIM = 235.08INV = 230.7 30" E18" N/SSDMHRIM = 234.91INV = 231.3' SEBEBPPPPWMWMEBEBXINGPED^^^^^^>>>>STOP///////////////////////////////////////15+0015+69 10+0011+0012+0013+0014+00RAMONA240236236237238239241235
235236NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 16 PLANTERS.7.5'10'10'DETAIL 22570 LF (CONT.)INSTALL R4-11, R7-9 AND "END"PLAQUE ON 12' PUNCH POSTGREENWAY SIGN WITHLEFT ARROW PLAQUEBIKE SYMBOL ANDARROW, 10.5 SF TYP"XING" LEGEND21 SF, TYP"PED" LEGEND18 SF, TYPINSTALL PEXCO FLEX POST MODELEAC DELINEATOR, 36" WHITE WITH2 GREY WRAPS, 10' O.C.4" WHITE PARKINGLANE LINE. 245 LFBIKE LANE MARKINGS PERCITY DETAIL J, (CASE 3) 72 LF40' RED PAINTED CURBPROVIDE CENTER YELLOW DIAMONDSTRIPING PER MUTCD FIGURE 9C-8.INSTALL PEXCO FLEX POST MODELEAC DELINEATOR, 36" WHITE WITH 2GRAY WRAPS.3'4.5'TYPE IV LEFT TURN ARROW PERCALTRANS STD PLAN A24A (12 SIZE)BIKE LANE SYMBOL WITH PERSONPER CALTRANS STD PLAN A24C12" WHITE STRIPEANGLED 45 DEG,SPACED 10' O.C. (TYP)RED PAINTED CURB65 LF4.5'40'140'80'STA 11+90
STA 12+30
STA 13+70 EDGE GRIND,171 LFSTA=12+87.50OFFSET=7.4' (L)STA=13+66.33OFFSET=7.4' (L)INSTALL GREENWAY SIGNWITH RIGHT ARROW PLAQUEON 12' PUNCH POST.INSTALL GREENWAY SIGNON 12' PUNCH POST.NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060RAMONA [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060RAMONA [14+25 - 17+86]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
BIKE PATH - SEE PREVIOUS SHEET
MATCHLINE - SEE NEXT SHEETRAMONA [10+00 - 17+86]C-3.6SKYBLMSKY764736443777341DATE: 11/11/22EXPIRES: 9/30/23
SDWV
WV
WV
WV WMPPWM PP
WM
WV
DRIVEWAY TYP.
DRIVEWAY TYP.
SDDI
GRATE = 224.22'
INV = 212.72' 20" E
12" N/S
WM
PP
GREENWAY
STOPSTOPHUMPHUMP ^^^^^^^^^^^^^^BROAD///////////////////////////////////////////////////////////////////////////////////////////////////////////////15+0016+0017+0018+0010+00 11+00
INTERSECTION DATASTA=17+06.40 BROADSTA=10+00.00 MURRAYN=2302757.01E=5764463.061.25' MEDIAN PERDETAIL M, SHEET C-5.2DETAIL 22, 50 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPMURRAYSEE SHEET C-4.11FOR CURBRETURNSEE SHEET C-4.12FOR CURBRETURNSEE SHEET C-4.13FOR CURBRETURNSEE SHEET C-4.14FOR CURBRETURNON EXISTING PUNCH POST: REMOVEBIKE MAY USE FULL LANE SIGN.INSTALL R7-9 AND END PLAQUE"SPEED HUMP AHEAD"SIGN W84(CA)REMOVE EXISTING TIMEDPARKING SIGN AND PUNCH POSTDETAIL 1362 LF CONT."HUMP" LEGEND25 SF, TYPBIKE LANE MARKINGS PERDETAIL J, (CASE 3) 52 LFSERANO
4.9'2'10.1'17.3'EDGE GRIND, 147 LFEDGE GRIND, 278 LFSEE SHEET C-3.7BFOR THIS AREAWVWVWV WV PPEBEBWVPP ASPHALTOVERLAY DRAINFL = 239.9'ASPHALTOVERLAY DRAINFL = 238.7'BRICKWALL
WMSTOPSTOP
HUMPHUMPSTOPSTOPSTOPGREENWAY ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^GREENWAY//////////////////////////////////////////////////////////////////////////////////////////////////////10+0011+0012+0013+0014+0010+0011+0017+0017+86INTERSECTION DATASTA=11+38.73 BROADSTA=10+00.00 MEINECKEN=2303324.48E=5764478.34INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.55STRIPED BUFFER WITHARMADILLOS PER DETAIL F.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPHI-VIS CROSSWALKPER ENG STD 7350 (41 LF)BIKE SYMBOLAND ARROWINSTALL DETAIL 29 W/12"YELLOW ANGLED HATCHESSPACED AT 5' INTERVALSINSTALL (12) GREENBACKCHEVRONS PER DETAIL KDETAIL 2275 LFGRIND STOP BAR AND LEGEND. INSTALL STOP BAR ANDLEGEND IN RELOCATED LOCATION PER PLAN. 22 SFGREENWAY SIGN ON 12' PUNCH POSTIN PARKWAY WITH LEFT ARROWDETAIL 22, 50 LF.DRIVEWAY MARKING,TYPICAL. SEE DETAIL H.INSTALL "SPEED HUMPS AHEAD"(W84-CA) SIGN AND "COMMERCIALVEHICLES OVER 3 TONS PROHIBITED"(R36-CA) SIGNS ON SAME POST.RELOCATE STOP SIGN AND PUNCH POST IN PARKWAYBROADMEINECKE DETAIL 22, 50 LFREMOVE EXISTING SIGNS AND INSTALLNEW GREENWAY SIGN PER DETAIL ARAMONA SEE SHEET C-4.6FOR CURBRETURNSEE SHEET C-4.7FOR CURBRETURN
SEE SHEET C-4.9
FOR CURB
RETURN
SEE SHEET C-4.8FOR CURBRETURNSEE SHEET C4.10FOR CURBRETURNPEDESTRIAN CROSSING WARNING SIGN WITH FLUORESCENTYELLOW/GREEN ON NEW PUNCH POST FACING BOTHDIRECTIONS (W11-2 WITH W16-7P ARROW PLAQUE)GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPRELOCATE SPEED LIMIT SIGNAND POST 100' SOUTHREMOVE AND REINSTALLEXISTING STOP SIGNREMOVE AND REINSTALLEXISTING "PARKING BYCITY PERMIT ONLY SIGN"12" WHITE, 10 LF12" WHITE15 LFHI-VIS CROSSWALKPER ENG STD 7350 (31 LF)"HUMP" LEGEND25 SF, TYPDETAIL 1362 LF CONT.GRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE9 LFINSTALL STOP LEGENDAND LIMIT LINE. 22 SF.1.25' MEDIAN PERDETAIL M, SHEET C-5.25'
2'
10.1'17.1'INSTALL YIELDLINE, TYP.PEDESTRIAN CROSSING WARNING SIGN WITH FLUORESCENTYELLOW/GREEN ON NEW PUNCH POST FACING BOTHDIRECTIONS (W11-2 WITH W16-7P ARROW PLAQUE)1.25' MEDIAN PERDETAIL M, SHEET C-5.21.25' MEDIAN PERDETAIL M, SHEET C-5.2EDGE GRIND,276 LFEDGE GRIND,47 LFEDGE GRIND,54 LFREINSTALL EXISTINGSTREET SIGNNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BROAD [10+00 - 14+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [14+25 - 18+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
MATCHLINE - SEE NEXT SHEET
MATCHLINE - SEE PREVIOUS SHEETMATCHLINE - SEE PREVIOUS SHEETBROAD [10+00 - 18+75]C-3.7ASKYBLMSKY86677343436444367476368348634463430"X24"60"X24"18"X18"1063410DATE: 11/11/22EXPIRES: 9/30/23
SDSDSDSDSD
WMPPWM PPWM
WV
WM STOPHUMP ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^BROAD///////////////////////////////////////////////////////////////////////////////////////////////////STRIPED BUFFER PER DETAIL AYIELD LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPYIELD LINEHI-VIS CROSSWALKPER ENG STD 7350. 26 LFDETAIL 22, 50 LFMURRAY
REMOVE EXISTINGTIME PARKING SIGNAND PUNCH POSTPEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)INSTALL STOP LEGENDAND LIMIT LINE. 22 SF.12" WHITE, 17 LFHI-VIS CROSSWALKPER ENG STD 7350. 26 LFHI-VIS CROSSWALKPER ENG STD 7350. 34 LFINSTALL (3) 72" WHEEL STOP PERENG. STD. 2260 END TO ENDINSTALL (5) 72" WHEEL STOP PERENG. STD. 2260 END TO ENDINSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.INSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.INSTALL PREFORMED THERMOPLASTIC SHEETS, COBBLE PATTERN,DARK BRICK RED COLOR, ENNIS-FLINT BY PPG TRAFFIC PATTERNSOR APPROVED EQUAL. CONTRACTOR SHALL CONFIRM PATTERNAND COLOR PRIOR TO INSTALLATION. 120 SQFT.PEDESTRIAN CROSSING WARNING SIGN WITHFLUORESCENT YELLOW/GREEN ON NEWPUNCH POST FACING BOTH DIRECTIONS(W11-2 WITH W16-7P ARROW PLAQUE).6" YELLOW TACTILE GUIDE STRIP,VANGUARD ADA SYSTEMS ORAPPROVED EQUAL. 28 LF.6" YELLOW TACTILE GUIDE STRIP,VANGUARD ADA SYSTEMS ORAPPROVED EQUAL. 40 LF.6" YELLOW TACTILE GUIDE STRIP, VANGUARDADA SYSTEMS OR APPROVED EQUAL. WRAPAROUND GUTTER EDGE AT STORM DRAIN. 14 LF.GREENWAY SIGN ON 12' PUNCH POSTPROTECT EXISTING STORMDRAIN INLET STRUCTUREPROTECT EXISTING POLEPROTECT EXISTING STORMDRAIN INLET STRUCTUREPROTECT EXISTING WATERMETER BOX AND ADJUSTLID TO FINISH GRADEPROTECT EXISTINGPOLE AND GUY WIREPROTECT EXISTING WATER METER BOX"SPEED HUMP AHEAD"SIGN W84 (CA)PROTECT EXISTING STORMDRAIN INLET STRUCTURECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet201" = 10'1030BROAD & MURRAYBROAD & MURRAYC-3.7BSKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
WVWVWV
WV
WV
WV///XWV
PP
WMPP WM/////////GAS VAULT DRIVEWAY TYP.
PP
BRICK
WALL
BRICK
WALL
PP
PP
WMWMWMWMGREEN
WAY
STO
P
STOPGREENWAYSTOPSTOP
HUMP^^^^^^^^^^^^^^^^^^^^^///////////////////////////////////////24+0025+0026+0010+00 11+00
INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.301.25' MEDIAN PERDETAIL M, SHEET C-5.2STRIPED BUFFERPER DETAIL FBROAD230235231232233234237238 239
MISSIONINSTALL R7-9 AND END PLAQUE ONEXISTING PUNCH POST. INSTALLGREENWAY SIGN AND LEFT ARROWPLAQUE ON 12' PUNCH POSTSEE SHEET C-4.15FOR CURBRETURNSEE SHEET C-4.16FOR CURBRETURNDETAIL 2250 LFMISSION LNINSTALL GREENWAY SIGN ON 14' PUNCH POST. SEEDETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPINSTALL (11) GREENBACKCHEVRONS PER DETAIL KGREENWAY SIGN WITHRIGHT ARROW PLAQUEON 12' PUNCH POST. SEEDETAIL H12" WHITE, 18 LFINSTALL GREENWAY SIGN ON 14' PUNCH POST IN PARKWAY.SEE DETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.DETAIL 2250LFRELOCATE EXISTING STOPSIGN AND ALL WAY PLAQUEONTO NEW PUNCH POSTREMOVE AND RELOCATEEXISTING SPEED LIMIT SIGNREMOVE "ALL WAY" PLAQUE ANDREPLACE WITH W4-4P CROSSTRAFFIC DOES NOT STOP16.6'10.2'5'DETAIL 1488 LF CONT."HUMP" LEGEND25 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE15 LFDETAIL 2212 LFGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SFGRIND STOP BAR AND LEGEND. INSTALLSTOP BAR AND LEGEND IN RELOCATEDLOCATION PER PLAN. 22 SF12" WHITE16 LF239.50 TC239.00 FL239.05 FS238.75 FS239.13 FSSTA=22+93.94OFFSET=13.9± (R)STA=23+11.17OFFSET=16.9± (R)STA=23+11.17OFFSET=19.0± (R)STA=23+43.08OFFSET=19.0± (R)STA=23+74.99OFFSET=19.0± (R)BIKE LANE MARKINGS PERDETAIL J, (CASE 2) 42 LFTRANSITION FROM2' TO 6" CURB2'INSTALL NEW PUNCH POST WITHSTOP SIGN, "ALL WAY" PLAQUEAND STREET NAME SIGNS ON TOPEDGE GRIND, 138 LFREMOVE EXISTING SIGNS///////////////////////////////////////XXXXXXXPPWMSTOP HUMPHUMP
HUMPHUMP
^^^^^^^^^^^^^^^^^^//////////////////////////////////////////////////////////////////////////////19+0020+0021+0022+0023+00DETAIL 22, 50 LFBIKE SYMBOL AND ARROW, 10.5 SF TYPDOWELED IN CURB PER DETAIL JDOWELED IN CURB PER DETAIL JBROAD23023522722822923123223323423623723823
9240238239 DOWELED IN CURBPER DETAIL JINSTALL R7-9 AND BEGIN PLAQUEUNDER W84 (CA) ON 12' PUNCH POSTDETAIL 1488 LF CONT."HUMP" LEGEND25 SF, TYP236.16 TC235.66 FLMATCH EX.237.37 TC235.37 FL240.08 TC238.08 FL240.53 TC240.03 FLMATCH EX.STA=21+40.50OFFSET=16.5± (R)STA=21+46.74OFFSET=16.9± (R)STA=22+23.39OFFSET=16.9± (R)STA=22+30.51OFFSET=24.1± (R)BIKE LANE MARKINGS PERDETAIL J, (CASE 3) 52 LFTRANSITION FROM6" TO 2' CURBTRANSITION FROM2' TO 6" CURBPROTECT AND PRESERVEEXISTING SIGNSERANO
REFER TO STRUCTURAL DETAIL 24 TYPE AON SHEET S-311. SLOPE PER CITY OF SANLUIS OBISPO STANDARD DETAIL 4030.4.7'2'10.1'17.2'
10'2'5'17'
4'10'17'EDGE GRIND, 268 LFSEE BROAD CURBDETAIL FOR THIS AREA,THIS SHEETNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011/////////////////////////////////////////////XXXXXXXXXXXXXX///PP
HUMPHUMP^^^^^^^^^^^^^^^^^^^23+0023
9
"HUMP" LEGEND25 SF, TYP240.51 TC238.51 FL240.49 TC239.99 FLMATCH EX.241.10 TC239.10 FL241.02 TC239.02 FL239.50 TC239.00 FL239.05 FSSTA=22+43.83OFFSET=24.1± (R)STA=22+46.95OFFSET=13.9± (R)STA=22+70.45OFFSET=13.9± (R)STA=22+93.94OFFSET=13.9± (R)STA=22+98.85OFFSET=16.9± (R)STA=23+11.17OFFSET=16.9± (R)STA=23+11.17OFFSET=19.0± (R)240.71 TC238.71 FLTRANSITION FROM2' TO 6" CURBPROTECT AND PRESERVEEXISTING TREEPROTECT AND PRESERVEEXISTING MAILBOX,POWER POLE, AND SIGNREFER TO STRUCTURAL DETAIL24 TYPE B ON SHEET S-311238.94FS MATCHEXISTING238.65FS MATCHEXISTING239.25FS MATCHEXISTINGTRANSITIONFROM 6" TO2' CURBPROTECT AND PRESERVEEXISTING TREE"HUMP" LEGEND25 SF, TYPCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060BROAD [18+75 - 23+25]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060BROAD [23+25 - 27+60]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
MATCHLINE - SEE NEXT SHEETMATCHLINE - SEE PREVIOUS SHEET
BROAD [18+75 - 27+60]C-3.8SKYBLMSKY637777774634840"X24"10BROAD CURB DETAILSCALE: 1" = 10'1010DATE: 11/11/22EXPIRES: 9/30/23
SDSDWVWVWVWVWVWMWMPPPPDRIVEWAY TYP.SDMHRIM = 217.20'INV = 214.1' 18" W 12" ESDMHRIM = 217.50'INV = 213.0' 12" E/W/NSSSSSSSSSSSSSSSD INLETSD INLETSTOPSTOPSTOPGREENWAY
STOP STOP^^^^^^^^^^^^^^
^^^^^^^^
^^^^^^^^^SD////////////////////////10+0011+0014+0015+0016+0017+0018+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20INSTALL GREENWAY SIGN ON 14' PUNCH POST. SEEDETAIL A. INSTALL R4-11 UNDER GREENWAY SIGN.GREENWAY SIGN AND RIGHT ARROW PLAQUE ON 12' PUNCH POST. SEE DETAIL AGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPMISSIONCHORROMISSIONDETAIL 22, 50 LFBIKE SYMBOL AND ARROWNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.10'10'8'3'12 SCALE STOP LEGENDSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.18 FOR CURB RETURNSEE SHEET C-4.22FOR CURBRETURNSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURNINSTALL BACK TO BACK GREENWAY SIGNS.NORTHBOUND SIGN WITH LEFT ARROWPLAQUE ON 12' PUNCH POSTSTOP LEGEND & LIMIT LINE, 22 SF19.7'19.6'9'STOP LEGEND & LIMIT LINE 22 SF12" WHITE, 11 LF12" WHITE, 18 LF12" WHITE, 18 LFDETAIL 22, 11 LFDETAIL 22, 9 LFINSTALL 18" R1-1 SIGNON 12' PUNCH POSTINSTALL RED CURB PAINTEDGE GRIND, 76 LFEDGE GRIND, 18 LFEDGE GRIND, 4 LFEXISTING STOP SIGN, REMOVE& REINSTALL IN PLACEEXISTING STOP SIGN, REMOVE & REINSTALL IN PLACEEXISTING STOP SIGN,PROTECT IN PLACERELOCATE EXISTING STOP SIGNR4-11 ON 12' PUNCHPOST IN PARKWAYWVWVWVWMSSSSSSSSSSSSSSSSGREENWAY
GREENWAY>>>^^^^^STOP11+0012+0013+0014+0011+0010+00INTERSECTION DATASTA=12+87.98 MISSIONSTA=10+00.00 ALMONDN=2301939.22E=5764755.84MISSION2
2
0
225
2
1
9
221222223224226227228229ALMOND STREETSEE SHEET C-4.17FOR CURBRETURNDETAIL 1108 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPSTOP LEGENDAND LIMIT LINE12" WHITE, 26 LFNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060MISSION [11+00 - 14+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060MISSION [14+00 - 18+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
MISSION [11+00 - 18+25]C-3.9SKYBLMSKY3477777636343663446325MATCHLINE - SEE PREVIOUS SHEET
47DD
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011SDWVWV WV
WV
WV
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TRIM =
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STOP
STOP STOPSTOPSTOPSTOPSTOP^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^//////////////////////////////////////////////////////////////////////////////////////////////////////10+00
11+0014+0015+0016+0017+0010+0011+00
INTERSECTION DATASTA=17+09.04 CHORROSTA=10+00.00 CENTERN=2301310.85E=5765345.30INTERSECTION DATASTA=13+54.79 CHORROSTA=10+00.00 VENABLEN=2301650.02E=5765243.044" WHITE EDGE LINEDETAIL 22, 50 LFBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'NOTCHED CURB MEDIAN PER DETAIL K, SHEET C-5.2.SEE LANDSCAPE PLANS FOR PLANTER DETAILS.4" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.12 SCALE STOP LEGENDSTOP BARBIKE SYMBOL AND ARROWHI VIS CROSSWALKPER ENG STD 7350. 37 LF.STOP LEGEND & LIMIT LINE12 SCALE STOP LEGENDAND LIMIT LINEVENABLECHORRO
CENTE
R"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.23FOR CURBRETURNSEE SHEET C-4.24FOR CURBRETURNSEE SHEET C-4.26FOR CURBRETURNSEE SHEET C-4.25FOR CURBRETURNGREEN BIKE LANE MARKINGS PERDETAIL J, (CASE 3) 32 LFSEE SHEET C-4.28FOR CURBRETURNSEE SHEE
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C-4.27FOR CUR
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RETURN4" YELLOW APPROX 25'DETAIL 2250 LFDETAIL 1151 LFINSTALL R7-9 ON 12'PUNCH POSTINSTALL R7-9 AND END PLAQUE ON 12' PUNCH POSTINSTALL R7-9 AND BEGINPLAQUE ON EXISTINGPUNCH POST WITHSTREET NAME SIGNS.8.0'10'10'4.5'12" WHITE19 LF12" WHITE16 LFSTOP LEGEND & LIMIT LINE12" WHITE10 LFHI VIS CROSSWALKPER ENG STD 7350. 38 LF.12" WHITE18 LFDETAIL 22, 50 LFSTOP SIGN,PROTECT IN PLACEEDGE GRIND, 353 LFNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.6 PLANTERS7 PLANTERS2 PLANTERSSTA=13+31STA=13+79STA=14+08STA=14+21STA=14+57STA=14+93STA=15+03STA=15+95STA=15+62STA=16+43STA=16+65EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.3'
4.5'
SD SD WVWV WVWVWV
WMWMPPPPSDMHRIM = 217.20'INV = 214.1' 18" W 12" E SDMHRIM = 217.50'INV = 213.0' 12" E/W/NSSSSSTOPSTOPSTOPGREENWAY STOPSTOP^^^^^^^^^^^^^^^^^^^^^^//////////////////////////////////////////10+0011+0012+0013+0016+00 17+00INTERSECTION DATASTA=10+00.00 CHORROSTA=16+75.63 MISSIONN=2301989.58E=5765140.20NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 16 PLANTERS.R4-11 ON 12' PUNCHPOST IN PARKWAYSTOP BAR AND LEGEND4" WHITE EDGE LINEDETAIL 2250 LFHI VIS CROSSWALK PERENG STD 7350. 37 LFBIKE CROSSING PER DETAIL ITWO (2) BACK TO BACK GREENWAY SIGNS ON 12' PUNCH POST IN PAVERS. SEE DETAIL BINSTALL R7-9 SIGN UNDER SOUTHBOUND GREENWAY SIGNBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'4" YELLOW LINE, 3' WITH 9' GAPBIKE BUFFER PER DETAIL FNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.12 SCALE STOP LEGENDSTOP BARCHORROMISSION
DETAIL 1, 185 lfSEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.22FOR CURBRETURN SEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURN
INSTALL "NO PARKING BIKELANE" SIGN (R7-9) ON NEWPUNCH POST8.0'10'10'4.5'
4.5'INSTALL 18" R1-1 SIGN ON 12' PUNCH POSTGREENWAY SYMBOL PERDETAIL BEDGE GRIND,176 LFEDGE GRIND, 14 LFEDGE GRIND, 17 LFEDGE GRIND, 16 LFSTA=10+43STA=11+23STA=12+57EXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.3'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO [10+00 - 17+50]C-3.10SKYBLMSKY0feet401" = 20'2060CHORRO [10+00 - 13+00]1" = 20' HORIZONTAL SCALE0feet401" = 20'2060CHORRO [13+00 - 17+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
767777776336334636464464646433638827"x44.5"(24"X36"OPENING)42"X30"
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011W
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^^^^^^^^^^^^^^^^//////////////////22+0023+0024+0025+0026+0010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.424" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 3 PLANTERS.NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 10 PLANTERS.TWO (2) BACK TO BACK GREENWAY SIGNSON 12' PUNCH POST IN PAVERS. SEE DETAIL AREMOVE R4-11 SIGN AND PUNCH POSTINSTALL (11) GREENBACK CHEVRONS PER DETAIL IBIKE SYMBOLAND ARROW, 10.5 SF4" YELLOW APPROX 25'4" WHITE EDGE LINEDETAIL 1151 LFHI VIS CROSSWALKPER ENG STD 7350, 37 LF12 SCALE STOP LEGENDNOTCHED MEDIAN PERDETAIL K, SHEET C-5.2EDGE GRIND, 65 LFSTOP LEGEND & LIMIT LINEDETAIL 2250 LFINSTALL GREENWAY SIGN ON 12'PUNCH POST AND MODIFIED R10-15SIGN "LEFT/RIGHT TURN YIELD TO BIKES"STOP LEGEND& LIMIT LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPGREENWAY SIGN AND R7-9 SIGN ON 12' PUNCH POSTSTRIPED BUFFER WITH ZICLA ZEBRASEPARATORS PER DETAIL G.GRIND EXISTING STRIPING ON CONCRETEBRIDGE DECK AND RESTRIPE PER PLANSTOP BARCHORROLINCOL
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BRIZZOLARACREEKSEE SHEET C-4.34FOR CURBRETURNSEE SHEET C-4.35FOR CURBRETURNSEE SHEET C-4.36FOR CURBRETURNSEE SHEET C-4.37FOR CURBRETURNGREEN BACK SHARROWPER DETAIL CREMOVE AND RELOCATEEXISTING STOP SIGNGREENWAY SIGN ON 12' PUNCH POSTSTOP LEGEND& LIMIT LINER7-9 SIGN AND END PLAQUEON 12' PUNCH POSTREMOVE AND REPLACE CURB, GUTTER ANDSIDEWALK PER CITY STD 4030 AND 4110. ASPHALTPAVEMENT DIGOUT REPAIR. REMOVE AC/BASE ANDREPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT(HMA) TYPE "A" (1/2" MAX AGGREGATE).8.0'10.0'10.0'4.5'
6.3'10.5'
10.5'6.1'DETAIL 2279 LFHI VIS CROSSWALKPER ENG STD 7350, 35 LF12" WHITE, 14 LF12" WHITE, 19 LF12" WHITE, 11 LFDETAIL 2250 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFHI VIS CROSSWALKPER ENG STD 7350, 40 LFSTA=26+04.43
ME=198.22±
STA=25+81.81
ME=197.93±DETAIL 2216 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 1) 66 LFDETAIL 161 LF CONT3' WIDE MEDIAN PERDETAIL L, SHEET C-5.222.7'42.2'3' WIDE MEDIAN PERDETAIL L, SHEET C-5.2±197.7 TC±196.8 FLMATCHEXISTING±198.2 TC±197.2 FLMATCHEXISTING19.1'REINSTALL STOP BAR10'18'
14'STA=22+03STA=22+49STA=23+00STA=22+86STA=23+37STA=23+49NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 2 PLANTERS.NOTCHED CURB MEDIAN PERPLANTER DETAILS. 5 PLANTERS.EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.REMOVE & REINSTALL EXISTINGSTOP SIGN. ADD R7-9 SIGN ANDEND PLAQUE BELOW STOP SIGN.REMOVE AND RELOCATEEXISTING STOP SIGN.4.5'3'
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IL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 10 PLANTERS.4" YELLOW LINE,3' WITH 9' GAPBIKE SYMBOL AND ARROW4" WHITE EDGE LINEDETAIL 1204 LFNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 4 PLANTERS.BIKE SYMBOL AND ARROW, 10.5 SF TYP4" YELLOW APPROX 25'NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.4" YELLOW LINE, 3' WITH 9' GAPNOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 14 PLANTERS.12' PUNCH POST WITH NORTHBOUNDFACING R1-1 (18" x 18").CHORROMOUN
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VIEW"LEFT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.30FOR CURBRETURNSEE SHEET C-4.29FOR CURBRETURNSEE SHEET C-4.31FOR CURBRETURNSEE SHEET C-4.33FOR CURBRETURNSEE LANDSCAPEPLANSSTOP LEGEND & LIMIT LINEBIKE CROSSING PER CITY STD. 7360, CLASS 3INSTALL R7-9 SIGN AND ENDPLAQUE ON 12' PUNCH POST4" YELLOW APPROX 25'INSTALL R7-9 SIGN ON12' PUNCH POST10'10'4.5'4.5'12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFREINSTALL STOP LEGEND& LIMIT LINE12" WHITE,18 LFSTA=18+15STA=18+54STA=18+77STA=19+22STA=19+49STA=19+99STA=19+84STA=20+34STA=20+63STA=21+62STA=21+425 PLANTERS.3 PLANTERS.6 PLANTERS.NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 4 PLANTERS.STA=22+03EXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.EXISTING STREET SIGN, REMOVEAND REINSTALL IN PLACEEXISTING STOP SIGN, REMOVEAND REINSTALL IN PLACE.8'3'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO [17+50 - 26+50]C-3.11SKYBLMSKY0feet401" = 20'2060CHORRO [21+75 - 26+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOWMATCHLINE - SEE ABOVE
0feet401" = 20'2060CHORRO [17+50 - 21+75]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEET
MATCHLINE - SEE CHORRO [26+50 - 29+50]MATCHLINE - SEE NEXT SHEET756346344776647677743634653644
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011WMSD INLETSD INLETSD INLETSD INLETSDSTOPSTOP6+057+008+009+00LINCOLNLINCOLNBROADGREEN BACK SHARROWPER DETAIL CGREEBACK SHARROWPER DETAIL C& LIMIT LINECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036LINCOLN [6+05 - 9+00]C-3.12SKYBLMSKY0feet401" = 20'2060LINCOLN [6+05 - 9+00]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEET839"X39"824"X24"DATE: 11/11/22EXPIRES: 9/30/23
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XXXXXX////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////27+0028+0029+0030+0010+00DETAIL 22270 LFBIKE SYMBOL ANDARROW, 10.5 SF TYP10' BREAK IN MEDIANFOR STORM DRAIN12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHDETAIL 152 LF CONTNOTCHED CURB MEDIAN PER DETAIL K, SHEET C-5.2.SEE LANDSCAPE PLANS FOR PLANTER DETAILS.CHORROWALNUTCALTRANS RIGHT-OF-WAYCALTRANS RIGHT-OF-WAYCALTRANS RIGHT-OF-WAYPRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-031US 101US 101BIKE SYMBOL ANDARROW, 10.5 SF TYPREMOVE EXISTING R7-9SIGN AND PUNCH POSTREMOVE AND REPLACEEXISTING FENCE, 257 LF. REFERTO LANDSCAPE PLANS.REMOVE AND REPLACEEXISTING FENCE, 243 LF.REFER TO LANDSCAPE PLANS.BRIZZOLARACREEKSEE SHEET C-4.38FOR CURBRETURNREMOVE EXISTING PUNCH POSTAND RELOCATE R7-9 UNDEREXISTING SPEED LIMIT SIGNREMOVE AND REPLACE CURB, GUTTER AND SIDEWALKMONOLITHICALLY PER CITY STD 4030 AND 4110. ASPHALT PAVEMENTDIGOUT REPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFTHOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAX AGGREGATE).STA=26+46.49ME=197.92±STA=26+63.46ME=197.78±REMOVE AND REPLACEEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE ELECTRICALPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCESEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)SEE ELECTRICALPLANS (TYP)REMOVE AND REPLACEEXISTING FENCE, 21 LF.REFER TO LANDSCAPE PLANS.PROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 19 LF.REFER TO LANDSCAPE PLANS.SEE ELECTRICALPLANS (TYP)SEE LANDSCAPEPLANS (TYP)STRIPED BUFFER WITH ZICLA ZEBRASEPARATORS PER DETAIL G, SHEET C-5.1PROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 22 LF. REFERTO LANDSCAPE PLANS.PROTECT AND PRESERVEEXISTING FENCE6'
10'10'
6'
4'4'REMOVE ANDREPLACE EXISTINGSIDEWALK TO NEARESTJOINTSTA=28+06.64ME=194.72±STA=28+26.64ME=194.33±PROTECT IN PLACEEXISTING BRIDGECOLUMNS (TYP.)SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)±197.6 TC±197.1 FLMATCHEXISTING±198.0 TC±197.5 FLMATCHEXISTING±194.7 TCMATCHEXISTING±194.2 TCMATCHEXISTINGEDGE GRIND, 380 LFEDGE GRIND, 300 LFEDGE GRIND, 317 LFSTA=26+66.04OFFSET=11.0' (R)STA=26+50.25OFFSET=11.0' (R)STA=26+75.62OFFSET=11.0' (L)STA=26+50.25OFFSET=11.0' (L)STA=27+12.79OFFSET=11.0' (L)STA=29+25.88OFFSET=11.0' (L)STA=29+43.21OFFSET=11.0' (L)STA=29+67.82OFFSET=11.0' (L)STA=30+09.57OFFSET=11.0' (R)STA=29+66.49OFFSET=11.0' (R)STA=29+47.12OFFSET=11.0' (R)STA=27+35.27OFFSET=11.0' (R)NOTCHED CURB MEDIAN PERDETAIL K, SHEET C-5.2. SEELANDSCAPE PLANS FORPLANTER DETAILS. 5 PLANTERS.43 PLANTERS43 PLANTERSNOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 9 PLANTERS.PROTECT (2) EXISTINGCITY PROJECT SIGNSIN PLACERELOCATE EXISTINGSTOP SIGNNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [26+50 - 29+50]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE CHORRO [21+75 - 26+50]
MATCHLINE - SEE NEXT SHEET
CHORRO [26+50 - 29+50]C-3.13SKYBLMSKY779DATE: 11/11/22EXPIRES: 9/30/23
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^^^^^////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////34+0035+0036+0037+0038+0010+0010+00
INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.96CHORROPEACH
MILL GREEN BIKE LANE MARKINGS PER DETAIL J, (CASE 3) 22 LFHI VIS CROSSWALKPER ENG STD 7350. 29 LF1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2BIKE SYMBOL AND ARROW, 10.5 SF TYPDETAIL 22, 50 LFYELLOW "SLOW" LEGEND, 21 SF TYPYELLOW "SCHOOL"LEGEND. 35 SF, TYPYELLOW "XING" LEGEND21 SF, TYPREMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PERCITY STD 4030 AND 4110. ASPHALT PAVEMENT DIGOUTREPAIR. REMOVE AC/BASE AND REPLACE WITH 10" DEEP LIFTHOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAX AGGREGATE).FURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW 12' PUNCH POST.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENYIELD LINEBIKE SYMBOLAND ARROW,10.5 SF TYPBIKE SYMBOL AND ARROW, 10.5 SF TYP1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.2YIELD LINEDETAIL 1180 LFREMOVE R26(CA) ANDD11-1 SIGN FROMEXISTING PUNCH POST.INSTALL R7-9 AND R81SIGN ON EXISTINGPUNCH POST.REPLACE IN ROADWAY PEDESTRIAN CROSSING SIGNSYELLOW HI VISCROSSWALKPER ENG STD 7350INSTALL R1-1 PUNCH POST WITH TWO RED RETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND A STRIP OF RED RETROREFLECTIVEMATERIAL PLACED FOR THE FULL LENGTH OF THE PUNCH POST FROM THE BOTTOM MOST SIGNTO 2 FEET ABOVE THE EDGE OF THE ROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDER THE STOP SIGN.HI VIS CROSSWALKPER ENG STD 7350. 25 LFFURNISH AND INSTALL RAPID RECTANGULAR FLASHINGBEACON SYSTEM (RRFB) (CARMANAH R920-F ORAPPROVED EQUAL), PEDESTRIAN PUSH BUTTON ANDSOLAR KIT ON NEW TYPE 1C POLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2 ANDW16-7P) ON BOTH SIDES OF PUCH POST. SIGNS SHALL BEFLOURESCENT YELLOW/GREENSEE SHEET C-4.42FOR CURBRETURNSEE SHEET C-4.43FOR CURBRETURNSEE SHEET C-4.44FOR CURBRETURNSEE SHEET C-4.45FOR CURBRETURNSEE SHEET C-4.49FOR CURBRETURNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.47FOR CURBRETURNSEE SHEET C-4.46FOR CURBRETURN30"X24"REMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR81 SIGN ON EXISTING PUNCH POST.STOP BAR AND LEGEND, 22 SF6.9'10'10'5.1'REMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNREMOVE AND REPLACEEXISTING STOP SIGN.REMOVE "CROSS TRAFFICDOES NOT STOP" SIGN ANDADD "ALL WAY" PLAQUEUNDER STOP SIGNINSTALL R1-1 PUNCH POST WITH TWO REDRETROREFLECTIVE SHEETING FLAGS ABOVE THE SIGN,WITH THE FLAGS ORIENTED TO BE 45 DEGREES AND ASTRIP OF RED RETROREFLECTIVE MATERIAL PLACED FORTHE FULL LENGTH OF THE PUNCH POST FROM THEBOTTOM MOST SIGN TO 2 FEET ABOVE THE EDGE OF THEROADWAY. INSTALL "RIGHT TURN YIELD TO BIKE"SIGN (R10-15) AND ADD AN "ALL WAY PLAQUE UNDERTHE STOP SIGN.DETAIL 2250 LFDETAIL 22, 50 LFHI VIS CROSSWALKPER ENG STD 7350. 39 LFHI VIS CROSSWALKPER ENG STD 7350. 40 LF12" WHITE, 11 LFSTOP BAR ANDLEGEND, 22 SF12" WHITE,12 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 16 LF27'GREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 16 LFGREEN BIKE LANEMARKINGS PER DETAILJ, (CASE 2 16 LFSTA=36+28.75
ME=212.87±
STA=35+95.75
ME=210.35±12" WHITE, 11 LF12" WHITE, 11 LFSTOP BAR AND LEGEND, 22 SFSTOP BAR AND LEGEND, 22 SF12" WHITE, 15 LF12" WHITE,19 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SF±209.3 TC±208.8 FLMATCHEXISTING±212.2 TC±211.7 FLMATCHEXISTING±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_ChorroGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 22 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 37 LFGREEN BIKE LANEMARKINGS PER DETAILJ, (CASE 3) 37 LFEDGE GRIND, 8 LFEDGE GRIND,89 LFEDGE GRIND, 6 LFEDGE GRIND, 280 LFEDGE GRIND, 26 LFEDGE GRIND, 23 LFEDGE GRIND,28 LFREMOVE NOPARKING SIGNEXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.REMOVE NOPARKING SIGNEXISTING STOPSIGN, REMOVEAND REINSTALLIN PLACE.1.25' WIDE MEDIAN PER DETAIL M, SHEET C-5.2SDSDSDWVWVWV WMSDDILID SECURED XXXXXXXCHAIN-LINK FENCECHAIN-LINK FENCE XXXXXSDSTOP ^^^^^^^^^^^^^^^^^^XXXXX/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////30+0031+0032+0033+0010+00INTERSECTION DATASTA=30+30.98 CHORROSTA=10+00.00 WALNUTN=2300167.64E=5765983.33HI VIS CROSSWALKPER ENG STD 7350, 50 LFDETAIL 22, 50 LFSTOP BAR ANDLEGEND, 22 SFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 3) 48 LFBIKE SYMBOL ANDARROW, 10.5 SF TYPBIKE SYMBOL AND ARROW12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHCHORROWALNUTPRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-031"RIGHT TURN YIELD TO BIKE" SIGN (R10-15)SEE SHEET C-4.38FOR CURBRETURNSEE SHEET C-4.40FOR CURBRETURN7'
10'
10'
5.8'
8.6'10'10'
6.5'DETAIL 2250 LFDETAIL 1180 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 52 LFREMOVE AND REPLACEEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCEPROTECT AND PRESERVEEXISTING FENCE12" WHITE, 12 LFSTA=31+48.95 17.70' L
STA=31+69.10 18.17' L
BEGIN MEDIAN TRANSITION
END MEDIAN TRANSITION
1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.2EDGE GRIND, 212 LFEDGE GRIND, 380 LFOFFSET=11.0' (L)STA=29+43.21OFFSET=11.0' (L)STA=29+67.82OFFSET=11.0' (L)STA=30+09.57OFFSET=11.0' (R)STA=29+66.49OFFSET=11.0' (R)NOTCHED CURB MEDIAN PER DETAIL K,SHEET C-5.2. SEE LANDSCAPE PLANSFOR PLANTER DETAILS. 9 PLANTERS.STA=30+74.61OFFSET=11.0' (R)STA=31+43.25OFFSET=11.0' (R)NOTCHED CURB MEDIAN PER DETAILK, SHEET C-5.2. SEE LANDSCAPEPLANS FOR PLANTER DETAILS.14 PLANTERS6 PLANTERSPROTECT (2) EXISTINGCITY PROJECT SIGNSIN PLACERELOCATE EXISTINGSTOP SIGNRELOCATE EXISTING BLOCK WALLTO PROPOSED BACK OF WALKNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [33+25 - 38+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALEMATCHLINE - SEE NEXT SHEET 0feet401" = 20'2060CHORRO [29+50 - 33+25]1" = 20' HORIZONTAL SCALEMATCHLINE - SEE ABOVE
MATCHLINE - SEE BELOW
CHORRO [29+50 - 38+00]C-3.14SKYBLMSKY3774644633763777366644446443433663446335830"X24"99
SDW
V
W
V
W
V
W
V
SDMHRIM = 220.74'INV = 218.8'SDDIINV = 219.0'WM SDDIGRATE = 221.6'INV = 219.8'WM EBEBEBEBEBELECBOX ELECVAULT
W
V
EB
WM
TE
L
V
A
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L
T
G
A
S
V
A
U
L
T
EB
G
A
S
V
A
U
L
TWMEBEB
E
B
EL
E
C
V
A
U
L
T
EB
EB
EB
EB
EB
WM
EBEBEB
EB
EB
EB
WM
WM SSSSSSSSSSDR
I
V
E
W
A
Y
T
Y
P
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WM
WM WWWWWWWWWWWWSSSSSSSSSSFFFFFFFFFGREEN
WAYSTOPGREENWAY ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^E-E4444441138+0039+0040+0041+0010+00INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03MILL
PALMCHORRODETAIL 1, 127 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 52 LFDETAIL 8TYPE IVARROW (L)TYPE II (R)ARROWGREENWAYSIGN ON 12'PUNCH POSTGREEN BIKE LANEMARKINGS PERDETAIL J, (CASE 2)64 LFYIELD LINEBIKE SYMBOLAND ARROW,10.5 SF TYP"BIKE LANE ENDS" SIGN & "BIKEMAY USE FULL LANE" SIGNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.47FOR CURBRETURNSTA=40+07.71
ME=222.91±
STA=40+79.02
ME=223.54±
STA=40+14.84
ME=222.08±
STA=40+26.78
ME=222.22±33330"X24"STA=39+28.71ME=221.23±
STA=39+79.41
ME=221.78±
STA=39+51.64ME=221.47±STA=39+31.72ME=221.25±HI-VIS CROSSWALK PERENG STD 7350. 36 LF10'5'25 MPHSIGN ON12' PUNCHPOSTREMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR81 SIGN ON EXISTING PUNCH POST.DETAIL 22, 50 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPDETAIL 2295 LFHI-VIS CROSSWALK PERENG STD 7350. 38 LFHI-VIS CROSSWALK PERENG STD 7350. 32 LFHI-VIS CROSSWALK PERENG STD 7350. 30 LFGREEN BIKE LANE MARKINGSPER DETAIL J, (CASE 2) 28 LFSTOP BAR ANDLEGEND, 22 SFSTOP BAR ANDLEGEND, 22 SFYELLOW "SCHOOL" LEGEND, 35 SFYELLOW "XING" LEGEND, 21 SFBIKE SYMBOL ANDARROW, 10.5 SF TYPREMOVE ANDREPLACE TREEE WELLPER CITY STD 8130REMOVE ANDREPLACE TREEE WELLPER CITY STD 8130STA=40+71.23
STA=40+81.51 222.64 TC221.96 FLMATCH EX.223.43 TC222.95 FLMATCH EX.ME=222.7±
222.2± FL
ME=222.2± LIP 1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.21.25' WIDEMEDIAN PERDETAIL M,SHEET C-5.2YELLOW "SLOW"LEGENDDETAIL 39, 122 LFDETAIL 39, 60 LFDETAIL 39, 65 LFSTA 39+29 24' RLOWER ~0.08 TO 0.15CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.STA 39+72 24' RLOWER ~0.08CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.STA 39+29 24' RNO PROPOSED CHANGE (±0.1)MATCH EXISTINGCONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE.EDGE GRIND, 8 LFEXISTING STOP SIGN,REMOVE ANDREINSTALL IN PLACE.1.25' WIDE MEDIAN PERDETAIL M, SHEET C-5.210'5.2'
11.9'11.7'10'40.6'17'52.6'ELEVATION210.0215.0220.0225.0230.0235.0240.0210.0215.0220.0225.0230.0235.0240.0PVI STA = 37+92.88PVI ELEV = 221.24
PVI STA = 40+71.24
PVI ELEV = 222.710.53%221.137+75221.28221.338+00221.54221.6221.81221.839+00222.07222.0
222.33
222.340+00222.60
222.5
222.740+75EXISTING 6" VCP SEWEREXISTING 8" C900 WATERCENTERLINE
OFFSET = -15.2' (L)1.5%CENTERLINE
OFFSET = 15.2' (R)3.0%REMOVE 12" OF EXISTINGMATERIAL AND REPLACE WITH12" OF HMA (SEE NOTE 4)EXISTING SUBGRADEEXISTING CLASS 2AGGREGATE BASESEC E-E: CHORRO RECONSTRUCTION STA: 37+63.26 TO 40+79.02PER SOILS REPORT BY EARTH SYSTEMS PACIFIC:R-VALUE = 19TRAFFIC INDEX = 8.0NOTES:1.THERE ARE EXISTING SHALLOW UTILITIES WITHIN PROPOSED WORK AREA. CONTRACTOR SHALL PROTECT ANDPRESERVE EXISTING UTILITIES IN PLACE AND COORDINATE WITH GEOTECHNICAL ENGINEER.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BE LIMITED TO 1.5% MINIMUM,3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER VARIES.4.PLACE 12 INCHES OF NEW HMA IN THREE LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (34" AGGREGATE). SECONDLIFT MUST BE 4 INCHES THICK (34" AGGREGATE). FINAL TWO LIFTS BE 2 INCHES THICK (12" AGGREGATE).5.MILLING AND FILLING WITH THE INITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED ON THE SAME WORK SHIFT. THEINITIAL LIFT OF THE 4 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH AND WIDTH OF THE PROJECT ROADWAYBEFORE THE FINAL LIFT CAN BE COMPLETED.6.CONTRACTOR TO PAVE UP TO GUTTER LIP.7.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS.MIN.MAX.1.50%EXISTING SIDEWALK TOREMAIN UNLESS WHERESHOWN PER PLANRIGHT-OF-WAY
RIGHT-OF-WAY 50' RIGHT-OF-WAY3.0%MAX.1.5%MIN.1.50%ADD NEW CURB AND GUTTERPER CITY STD 4030. DOWELINTO EXISTING SIDEWALK, 12REBAR DOWELS, 5' O.C.(TYP). SEE NOTE 6.ADD NEW CURB AND GUTTERPER CITY STD 4030. DOWELINTO EXISTING SIDEWALK, 12REBAR DOWELS, 5' O.C. (TYP).SEE NOTE 6.1.25' MEDIAN PERDETAIL M, SHEET C-5.21.25' MEDIANPER DETAIL M,SHEET C-5.2SWFEXISTING FIBERCOMMUNICATIONS LINEEXISTING 6 " VCP SEWEREXISTING 8" C900 WATEREXISTING SIDEWALKTO REMAIN UNLESSWHERE SHOWN PERPLANNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 41+50]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO [38+00 - 41+50]C-3.15SKYBLMSKY8MATCHLINE - SEE NEXT SHEETNOTE: EXISTING UTILITY LOCATIONS AND DEPTHS ARESHOWN AS APPROXIMATE BASED ON INFORMATIONRECEIVED FROM THE CITY OF SAN LUIS OBISPO.CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTIONAND NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
GREENWAYGREEN
WAY
45+0042+0043+0044+00GREENWAY LEGEND PERDETAIL BGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPWHITE BIKE LANE SYMBOL WITH PERSONPER CALTRANS STD A24C, 7 SFGREENWAY SIGN ON 12'PUNCH POSTGREENWAY SIGN ON 12'PUNCH POSTYELLOW DETAIL 2231 LFGRIND EXISTING STRIPINGAND REPLACE AS NOTEDWHITE DETAIL 38, 15 LF15'5'15'WHITE TYPE IV LEFT-TURN ARROW PERCALTRANS STD A24A (1/2 SIZE), 7.5 SFGREEN BIKE LANE COATING PERPROJECT SPECIAL PROVISIONS,75 SFCHORROMONTEREY
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL SIGNAGE AND STRIPING SHALL CONFORM TO THE LATEST CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) AND THE LATEST CALTRANSSTANDARD PLANS AND SPECIFICATIONS.5.REMOVE AND REPLACE ALL STRIPING IN PLACE, UNLESS OTHERWISE NOTED U.O.N.6.SALVAGE ALL TIMED PARKING SIGNS AND RETURN THEM TO CITY CORPORATION YARD.IMPROVEMENT KEY NOTESCONSTRUCT DRIVEWAY RAMP PER CITY STD. 2110; WIDTH PER PLAN.CONSTRUCT 6" CURB PER CITY STD. 4020.CONSTRUCT 6" CURB AND 18" GUTTER PER CITY STD. 4030.CONSTRUCT SIDEWALK PER CITY STD. 4110.CONSTRUCT CROSS GUTTER PER CITY STD. 4310.CONSTRUCT CURB RAMP AND DETECTABLE WARNING SURFACE PER CITY STD. 4440.SEE CURB RETURN SHEETS FOR GRADING AND DIMENSIONS.INSTALL TYPE II SLURRY SEAL PER CITY SPECIFICATIONS, SECTION 37.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL. IF A NEW FRAME IS NEEDED TO BE INSTALLED,REMOVE 8"x8" AROUND THE NEW FRAME AND SALVAGE EXISTING REBAR FOR DOWELSAND ADD NEW.INSTALL 2" PVC SCHEDULE 40 IRRIGATION SLEEVE, U.O.N. PER CITY SPEC SECTION20-2.01C(2)b. MINIMUM DEPTH OF 18 INCHES BELOW FINISH GRADE. EXTEND SLEEVES12" BEYOND HARDSCAPE EDGE. SEE LANDSCAPE IRRIGATION PLANS FOR DETAILS.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321. GRINDEXISTING ASPHALT, 2” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).NOT USED.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [41+50 - 45+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALECHORRO [41+50 - 45+00]C-3.16SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION274.0276.0278.0280.0274.0280.0-1.57%3.33%-5.22%-1.70%2.78%0+90278.22277.6278.20277.81+25277.95277.9
277.87
277.9
278.03
277.6
277.99
277.5
1+501+51L = 27.01'-5.00%-1.57%3.11%-1.70%0.77%PVI STA = 1+18.96PVI ELEV = 278.21PVI STA = 1+29.96PVI ELEV = 277.95
PVI STA = 1+34.97
PVI ELEV = 277.87
PVI STA = 1+40.97
PVI ELEV = 278.06
PVI STA = 1+45.97
PVI ELEV = 277.97
PVI STA = 1+23.96PVI ELEV = 278.25-5.00%-1.57%3.11%-1.70%0.77%PVI STA = 1+18.96PVI ELEV = 277.61PVI STA = 1+34.97
PVI ELEV = 277.87
PVI STA = 1+29.96PVI ELEV = 277.95
PVI STA = 1+40.97
PVI ELEV = 277.56
PVI STA = 1+45.97
PVI ELEV = 277.47
PVI STA = 1+23.96PVI ELEV = 277.75 PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910WV^^^^^^^^^^^^^^^^^^^^^^^^^0+901+001
+
5
1Δ=77°21'31"R=20.00'L=27.00'Δ=81°52'32" R=20.00' L=28.58'±278.0 TC±277.5 FLMATCHEXISTING278.06 TC277.56 FL277.87 TC277.87 FL279.66 TC279.12 FL±278.5 FS SAWCUT AP MATCH EXISTSTA=0+91.86 5.50± (R) CR_Felton(NW)±279.0 FS SAWCUT AP MATCH EXISTSTA=1+13.04 6.97± (R) CR_Felton(NW)±279.6 FS SAWCUT AP MATCH EXIST±277.9 FS SAWCUT AP MATCH EXISTSTA=10+16.73 43.97± (R) CL_Ferrini±278.4 FS SAWCUT AP MATCH EXISTSTA=10+21.51 22.65± (R) CL_Ferrini±278.0 FS SAWCUT AP MATCH EXISTSTA=10+29.84 17.16± (R) CL_Ferrini1.5%1
.
7%±278.2 FSMATCHEXISTING278.13TC/FS4.6%1
.
8%278.67 TC278.67 FL278.74 TC278.74 FL277.95 TC277.95 FL278.25 TC277.75 FL±278.2 TC±277.6 FLMATCHEXISTING1.5%12.2%1.0%8.6
%
8.7%
1.0%1.5%0.2%3
.
1%7.9%5.0%1.0%1.0%±278.3 FSMATCHEXISTING278.29TC/FS278.45 TC277.95 FS278.63 TC278.13 FS1.6%3.
8%1.4'2'1.5'2'1.2'STA=10+32.56 21.3± (R) CL_FerriniSTA 1+18.96 CR_Felton(SW)N = 2305015.27E = 5763714.701564360.6%23.3'10'3.5'13'2
1
.
8
'CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101"=5'515FERRINI | FELTON (SW)1"=5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEF
E
L
TON
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S
E
E
N
E
X
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TFERRINI
FELTON CURB RETURNSC-4.1SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
WVWVPPWM^^^^^^^^^^^^^^^^
^^^^^^^^^^^^1
0
+
0
0 0+901+001
+
5
11+51Δ=77°21'31"R=20.00'L=27.0Δ=81°52'32" R=20.00' L=28.58'±278.9 TC±278.3 FLMATCHEXISTING±278.0 TC±277.5 FLMATCHEXISTING278.06 TC277.56 FL277.87 TC277.87 FL278.96 TC278.46 FL279.66 TC279.12 FL±278.5 FS SAWCUT AP MATCH EXISTSTA=0+91.86 5.50± (R) CR_Felton(NW)±279.0 FS SAWCUT AP MATCH EXISTSTA=1+13.04 6.97± (R) CR_Felton(NW)±279.6 FS SAWCUT AP MATCH EXISTSTA=9+96.60 17.53± (R) CL_Ferrini±277.9 FS SAWCUT AP MATCH EXISTSTA=10+16.73 43.97± (R) CL_Ferrini±278.4 FS SAWCUT AP MATCH EXISTSTA=10+21.51 22.65± (R) CL_Ferrini1.5%1.7%±278.2 FSMATCHEXISTING278.13TC/FS4.6%1.8%278.67 TC278.67 FL278.74 TC278.74 FL±279.9 TC±279.4 FLMATCHEXISTING277.95 TC277.95 FL278.25 TC277.75 FL0.7%0.7%0.3%1.5%1.5%12.2%1.0%278.99TC/FS279.26 TC278.76 FS±279.9 FSMATCHEXISTING±279.0 FSMATCHEXISTING3.5%8.6%0.3%8.7%1.0%0.2%3.1%7.9%5.0%1.0%1.0%278.29TC/FS278.45 TC277.95 FS278.63 TC278.13 FS1.6%3.8%1.2'1.4'2'2'1.2'1515 64
23 460.6%2279.33 TC278.83 FS12.2%1.4%STA=9+93.27 22.1± (R) CL_FerriniSTA 1+23.18 CR_Felton(NW)N = 2305061.61E = 5763709.3744.3'23.3'10'3.5'13'21.8'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910ELEVATION276.0278.0280.0282.0276.0280.01.50%4.76%4.04%2.59%278.20+90278.38278.3278.54278.41+00278.67278.5278.75278.8278.99278.9
279.22
279.2
279.51+25280.0
280.3
280.6
281.0
281.31+50281.41+51L = 31.31'-3.66%1.50%0.44%8.40%-3.66%1.50%0.44%8.40%PVI STA = 0+91.86PVI ELEV = 278.26PVI STA = 0+96.86PVI ELEV = 278.46PVI STA = 1+04.86PVI ELEV = 278.67PVI STA = 1+09.87PVI ELEV = 278.74
PVI STA = 1+23.17
PVI ELEV = 279.38
PVI STA = 0+91.86PVI ELEV = 278.94PVI STA = 0+96.86PVI ELEV = 278.96PVI STA = 1+04.86PVI ELEV = 278.67PVI STA = 1+09.87PVI ELEV = 278.74
PVI STA = 1+23.17
PVI ELEV = 279.86PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515FERRINI | FELTON (NW)1"= 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEFELTON - SEE PREVIOUS SHEETF
E
R
R
IN
I
FELTON CURB RETURNSC-4.2SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION252.0254.0256.0252.0-1.50%-8.29%-1.50%1.80%1.59%254.20+95254.2254.21+00254.3254.43254.4254.52254.8254.60255.0254.68254.61+25254.67254.5254.38254.3
253.97
254.4
253.82
253.8
253.71+50253.5
253.4
253.2
253.21+66L = 36.23'PVI STA = 1+09.92PVI ELEV = 254.93PVI STA = 1+14.92PVI ELEV = 255.02PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64
PVI STA = 1+41.15
PVI ELEV = 254.37
PVI STA = 1+46.15
PVI ELEV = 254.30-2.58%-1.50%-2.86%1.80%-1.50%PVI STA = 1+09.92PVI ELEV = 254.93PVI STA = 1+14.92PVI ELEV = 255.02PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64
PVI STA = 1+41.15
PVI ELEV = 254.37
PVI STA = 1+46.15
PVI ELEV = 254.30-2.58%-1.50%-2.86%1.80%-1.50%PVI STA = 1+09.92PVI ELEV = 254.43PVI STA = 1+14.92PVI ELEV = 254.52PVI STA = 1+26.92PVI ELEV = 254.71PVI STA = 1+31.94PVI ELEV = 254.64
PVI STA = 1+41.15
PVI ELEV = 253.87
PVI STA = 1+46.15
PVI ELEV = 253.80
PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADESDSDSDSDSDSDSDSDSD^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^16+001
+
6
60+951+00Δ=102°19'53" R=20.00' L=35.72'Δ=89°13'35" R=20.00' L=31.15'±254.9 TC±254.4 FLMATCHEXISTING±254.3 TC±253.8 FLMATCHEXISTING255.41 TC255.41 FL255.50 TC255.50 FL254.64 TC254.64 FL254.37 TC253.87 FL±255.1 FS SAWCUT AP MATCH EXISTSTA=16+03.33 28.31± (R) CL_Ferrini±254.1 FS SAWCUT AP MATCH EXISTSTA=16+25.21 43.09± (R) CL_Ferrini±254.9 FS SAWCUT AP MATCH EXISTSTA=16+25.37 27.43± (R) CL_Ferrini±255.2 FS SAWCUT AP MATCH EXISTSTA=16+39.52 13.38± (R) CL_Ferrini±254.8 FS SAWCUT AP MATCH EXISTSTA=16+50.26 13.34± (R) CL_Ferrini1.5%2
.
8%
1.5%±254.4 FSMATCHEXISTING0.2%1.8%1.5%254.71 TC254.71 FL255.02 TC254.52 FL2.5%2.9%1.5%3.7%1.4%2.3%1.8%1.8%1.4%1.5%255.22 TC254.72 FS255.29 TC254.79 FS254.58TC/FS255.03FS±255.0 FSMATCHEXISTING255.09FS1.4'1.4'STA=16+50.29 18.3± (R) CL_Ferrini15514662STA 1+09.91 CR_Cerro Romauldo(SE)N = 2304415.26E = 5763822.474STA 1+00.00 CR_Cerro Romauldo(NW)36.2'21.6'1
5
.
7
'19.9'10.7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CE
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036FERRINICERRO ROMAULDO CURB RETURNSC-4.3SKYBLMSKYFERRINI | CERRO ROMAULDO (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE0feet101" = 5'515EXISTING GRADEPROPOSED GRADEDATE: 11/11/22EXPIRES: 9/30/23
SDSDSDSDSDSDSD INLETINACCESSABLE^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^
^
^^^^^^^0+901+001
+
5
5Δ=102°19'53" R=20.00' L=35.72'±254.3 TC±253.8 FLMATCHEXISTING±254.4 TC±253.9 FLMATCHEXISTING254.74 TC254.24 FL255.41 TC255.41 FL255.50 TC255.50 FL254.37 TC253.87 FL±258.4 FS SAWCUT AP MATCH EXISTSTA=15+51.80 0.00± () CL_Ferrini±257.4 FS SAWCUT AP MATCH EXISTSTA=15+80.72 0.00± () CL_Ferrini±255.1 FS SAWCUT AP MATCH EXISTSTA=16+03.33 28.31± (R) CL_Ferrini±254.2 FS SAWCUT AP MATCH EXISTSTA=15+98.63 49.37± (R) CL_Ferrini±254.1 FS SAWCUT AP MATCH EXISTSTA=16+25.21 43.09± (R) CL_Ferrini1.5%2.8%±254.4 FSMATCHEXISTING0.2%1.5%2.9%254.581.4'256.77 TC256.27 FL±257.6 TC±257.1 FLMATCHEXISTING31
514
6641.5%5.2%1.5%
1.5%8.2%11.7%7.5%1.8%1
0
.
4
%
5.
1
%
4.0%1.5%255.99 TC255.49 FS256.08 TC255.58 FS254.84TC/FS256.85TC/FS±254.8 FSMATCHEXISTING5.
7
%±257.9 FSMATCHEXISTING8.
4
%0.3%256.62 TC256.12 FL5.0%4
4STA 1+00.00 CR_Cerro Romauldo(NW)N = 2304470.10E = 5763787.50STA=15+82.04 45.7± (R) CL_Ferrini16.2'2
8
.
9
'36.2'21.6'15.7'ELEVATION253.0254.0256.0258.0253.01.71%5.95%8.98%4.37%5.00%8.26%
253.60+90253.6253.89253.91+00254.18254.2254.61254.5255.06254.8
255.43
255.2
255.54
255.71+25255.76
256.1
255.98
256.4
256.22
256.6
256.59
256.8
257.01
257.01+50257.31+55L = 50.98'PVI STA = 1+00.00PVI ELEV = 254.57PVI STA = 1+05.90PVI ELEV = 254.74
PVI STA = 1+18.97
PVI ELEV = 255.41
PVI STA = 1+24.00
PVI ELEV = 255.50
PVI STA = 1+37.05
PVI ELEV = 256.57
PVI STA = 1+41.05
PVI ELEV = 256.77
PVI STA = 1+50.98
PVI ELEV = 257.762.90%5.16%1.71%8.20%5.00%9.97%
PVI STA = 1+00.00PVI ELEV = 254.57PVI STA = 1+05.90PVI ELEV = 254.74
PVI STA = 1+18.97
PVI ELEV = 255.41
PVI STA = 1+24.00
PVI ELEV = 255.50
PVI STA = 1+37.05
PVI ELEV = 256.57
PVI STA = 1+41.05
PVI ELEV = 256.77
PVI STA = 1+50.98
PVI ELEV = 257.762.90%5.16%1.71%8.20%5.00%9.97%PVI STA = 1+00.00PVI ELEV = 253.89PVI STA = 1+24.00
PVI ELEV = 255.50PVI STA = 1+05.90PVI ELEV = 254.24PVI STA = 1+18.97
PVI ELEV = 255.41
PVI STA = 1+37.05
PVI ELEV = 256.07
PVI STA = 1+41.05
PVI ELEV = 256.27
PVI STA = 1+50.98
PVI ELEV = 257.09PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515FERRINI | CERRO ROMAULDO (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECERRO ROMAULDO - SEE PREVIOUS SHEETF
E
R
R
I
N
I
CERRO ROMAULDO CURB RETURNSC-4.4SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
EBWM^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^15+000+901+001+55±237.0 TC±236.5 FLMATCHEXISTING±237.5 TC±237.0 FLMATCHEXISTING±237.3 FS SAWCUT AP MATCH EXISTSTA=14+86.28 -9.48± (L) CL_Ramona237.14 TC236.64 FL236.71 TC236.71 FL236.76 TC236.76 FL237.36 TC236.86 FL±236.8 FS SAWCUT AP MATCH EXISTSTA=14+41.39 -17.65± (L) CL_Ramona237.30 TC236.80 FS237.35 TC236.85 FS237.21FS237.40FS237.5±FS MATCHEXISTING237.0±FS MATCHEXISTING±237.5 FS SAWCUT AP MATCH EXISTSTA=14+72.01 -10.95± (L) CL_Ramona±237.4 FS SAWCUT AP MATCH EXISTSTA=14+59.90 -10.99± (L) CL_RamonaN88°10'30"W 44.86'STA 1+00.00 Ramona Raised BikewayN = 2303451.12E = 5764182.21STA=14+86.33 20.7± (R) CL_Ramona7.3%0.9%1.0%5.9%1.5%1.5%0.7%1.2%0.4%±237.3 FS SAWCUT AP MATCH EXISTSTA=14+78.46 -9.58± (L) CL_Ramona±237.0 FS SAWCUT AP MATCH EXISTSTA=14+51.04 -13.31± (L) CL_Ramona237.5±FS MATCHEXISTING237.4±FS MATCHEXISTING444551667'4.17'8'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910ELEVATION234.0236.0238.0240.0234.0240.0PVI STA = 1+00.00PVI ELEV = 237.00PVI STA = 1+44.86PVI ELEV = 236.45PVI STA = 1+00.00PVI ELEV = 237.46
PVI STA = 1+23.41
PVI ELEV = 236.71
PVI STA = 1+30.41
PVI ELEV = 237.13
PVI STA = 1+44.86
PVI ELEV = 236.95
PVI STA = 1+11.24PVI ELEV = 237.36PVI STA = 1+19.24PVI ELEV = 236.76237.09237.10+90237.05237.1237.01237.01+00237.44237.4237.37237.4
237.22
237.2
237.16
237.21+25237.10
237.1
237.05
237.0
236.98
237.0
236.45
236.4
236.41
236.41+50236.36
236.41+55MATCH EXISTINGMATCH EXISTINGMATCH EXISTING
MATCH EXISTING-0.78%-0.87%PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADERAMONACITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515RAMONA RAISED BIKEWAY1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALERAMONA CURB RETURNSC-4.5SKYBLMSKYRELOCATE EXISTING BENCHTO EAST AS SHOWNRELOCATED BENCHNOTE: PROFILE VIEWSTATIONING IS LEFT TORIGHT. PLAN VIEWSTATION IS RIGHT TO LEFT.PROTECT AND PRESERVEEXISTING CONCRETE GUTTERPROTECT AND PRESERVEEXISTING WALKWAYPROTECT AND PRESERVEEXISTING DRIVEWAYPROTECT AND PRESERVEEXISTING BULBOUTEXISTING GRADEPROPOSED GRADERELOCATE THE EXISTING POSTSAND BEACONS AS NEEDED.DATE: 11/11/22EXPIRES: 9/30/23
ELEVATION242.0244.0246.0248.0242.0PVI STA = 1+00.00PVI ELEV = 245.28
PVI STA = 1+30.92
PVI ELEV = 244.43
PVI STA = 1+21.01
PVI ELEV = 244.64
PVI STA = 1+26.00
PVI ELEV = 244.46
PVI STA = 1+05.00
PVI ELEV = 245.09
PVI STA = 1+16.00
PVI ELEV = 244.71
-0.70%-1.52%-3.47%-3.90%-3.39%245.50+90245.4245.28245.31+00245.09
245.2
244.92
245.0
244.75
244.9
244.65
244.8
244.50
244.61+25244.44
244.5
244.2
244.0244.01+40L = 30.17'-1.70%-7.94%-1.52%0.85%-1.73%-1.70%-7.94%-1.52%0.85%-1.73%PVI STA = 1+00.00PVI ELEV = 245.67PVI STA = 1+05.00
PVI ELEV = 245.59
PVI STA = 1+16.00
PVI ELEV = 244.71
PVI STA = 1+21.01
PVI ELEV = 244.64
PVI STA = 1+26.00
PVI ELEV = 244.68
PVI STA = 1+30.92
PVI ELEV = 244.59 PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADE^^^^^^^^^^^^^^10+0017+86 INTERSECTION DATASTA=10+00.00 BROADSTA=17+86.19 RAMONAN=2303463.15E=5764482.551+400+901+00N1°29'12"E 5.00'±244.6 TC±244.4 FLMATCHEXISTING244.68 TC244.53 FL245.59 TC245.09 FL244.71 TC244.71 FL244.64 TC244.64 FL±245.4 FS SAWCUT AP MATCH EXISTSTA=10+11.24 -12.03± (L) CL_Broad±244.6 FS SAWCUT AP MATCH EXISTSTA=10+42.11 -12.30± (L) CL_Broad245.64TC/FS244.74TC/FS0.8%7.9%8.0%0.7%0.7%1.0%1.6%1.6%4.1%1.4%1.0%1.9%±245.7 TC±245.3 FLMATCHEXISTING1.0%
1.0%245.27 TC244.77 FS245.21 TC244.71 FS11'5'5'±245.7 FSMATCHEXISTINGSTA 1+00.00 CR_Ramona(SE)N = 2303451.41E = 5764499.72STA=10+11.21 17.5± (L) CL_Broad5166442.4%±244.9 FSMATCHEXISTING1.5'30.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE NEXT SHEETRAMONA CURB RETURNSC-4.6SKYBLMSKY2'
1.5'EXISTING WALLDATE: 11/11/22EXPIRES: 9/30/23
^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^^^
^
^
^
^
^
^
^^^^^^^^^^^^^^17+001+400
+
9
01+002+002+03N1°29'12"E 5.00'N88°11'28"W 5.00'N
8
8
°
1
1
'
2
8
"W
1
2
.
0
0
'N1°21'43"E 24.05'Δ=39°56'43" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=89°33'11" R=20.00' L=31.26'±244.6 TC±244.4 FLMATCHEXISTING±243.8 TC±243.3 FLMATCHEXISTING±243.4 TC±243.0 FLMATCHEXISTING243.59 TC243.09 FL244.04 TC243.54 FL244.43 TC243.93 FL244.91 TC244.41 FL244.81 TC244.81 FL244.86 TC244.86 FL245.23 TC244.73 FL245.13 TC244.63 FL245.08 TC244.58 FL244.68 TC244.53 FL±243.2 FS SAWCUT AP MATCH EXISTSTA=17+13.53 7.38± (R) CL_Ramona±245.1 FS SAWCUT AP MATCH EXISTSTA=17+63.59 7.51± (R) CL_Ramona±245.3 FS SAWCUT AP MATCH EXISTSTA=10+19.56 10.50± (R) CL_Broad±243.7 FS SAWCUT AP MATCH EXISTSTA=10+57.45 10.24± (R) CL_Broad1.0%
1.0%5.2%2.7%1.1%0.0%1.1%4.4%7.5%1.0%1.0%1.0%1.0%244.04FS244.01FS±244.0 FSMATCHEXISTING244.14FS243.42FS±243.4 FSMATCHEXISTING243.45FS244.39FS244.89FS244.94FS244.94FS±244.6 FS SAWCUT AP MATCH EXISTSTA=10+42.11 -12.30± (L) CL_Broad0.7%1.0%1.6%1.0%2.9%4.1%244.93FS4
.
1%4.4%1+574.1%STA=17+13.50 20.4± (R) CL_RamonaSTA 1+00.00 CR_Ramona(SW)N = 2303444.88E = 5764409.302'1.5'244.89FS0.0%651466245.4%3.4%3.1
%
5.9
%
4
.
0%4.0%4444±244.9 FS1.5'11.5'5
0
.
1
'17'37.8'30.9'ELEVATION242.0244.0246.0242.0-5.27%1.11%2.74%4.53%242.60+90242.8242.95243.0243.09243.2243.23243.4243.39243.7243.59243.9243.82244.11+25244.04244.2244.27244.3244.50244.5
244.68
244.6
244.74
244.71+50244.80
244.8
244.86
244.8
244.78
244.7
244.52
244.4
244.26
244.11+75243.99
243.8
243.73
243.8
243.47
243.4
243.2
243.12+00243.02+03L = 93.23'2.96%4.06%-5.27%-5.92%1.11%3.75%PVI STA = 1+00.00PVI ELEV = 242.95PVI STA = 1+93.23
PVI ELEV = 243.30
PVI STA = 1+00.00PVI ELEV = 243.42PVI STA = 1+15.00PVI ELEV = 243.86
PVI STA = 1+48.67
PVI ELEV = 245.23
PVI STA = 1+93.23
PVI ELEV = 243.80
PVI STA = 1+55.78
PVI ELEV = 244.81PVI STA = 1+60.79PVI ELEV = 244.86PVI STA = 1+67.90
PVI ELEV = 245.1310.0' VCPVI STA = 1+15.00PVI ELEV = 243.36K = 5.57BVC = 1+10.00ELEV = 243.23EVC = 1+20.00ELEV = 243.59
5.0' VCPVI STA = 1+44.00PVI ELEV = 244.68K = 1.46BVC = 1+41.50
ELEV = 244.57
EVC = 1+46.50
ELEV = 244.71
4.4' VCPVI STA = 1+63.00PVI ELEV = 244.89K = 0.69BVC = 1+60.79
ELEV = 244.86
EVC = 1+65.21
ELEV = 244.77PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADENOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | RAMONA (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD - SEE PREVIOUS SHEETR
AMO
N
A
RAMONA CURB RETURNSC-4.7SKYBLMSKY1.5'DATE: 11/11/22EXPIRES: 9/30/23
ELEVATION240.0242.0244.0240.01.13%1.13%4.01%-0.69%-0.69%242.50+90242.3242.13242.1242.10242.0242.06241.9242.03242.1241.99242.0241.96242.01+25242.01
242.0
242.07
242.1
242.19
242.2
242.39
242.4
242.59
242.51+50242.79
242.8
242.99
243.0
243.2
243.4
243.51+72L = 62.06'-0.69%1.13%7.76%-6.34%4.01%3.40%PVI STA = 1+00.00PVI ELEV = 242.13PVI STA = 1+20.97PVI ELEV = 241.99PVI STA = 1+25.22PVI ELEV = 241.96
PVI STA = 1+30.29
PVI ELEV = 242.01
PVI STA = 1+37.83
PVI ELEV = 242.10
PVI STA = 1+62.06
PVI ELEV = 243.07
PVI STA = 1+00.00PVI ELEV = 242.37PVI STA = 1+20.97PVI ELEV = 242.23PVI STA = 1+25.22PVI ELEV = 241.96
PVI STA = 1+30.29
PVI ELEV = 242.01
PVI STA = 1+37.83
PVI ELEV = 242.60
PVI STA = 1+57.06
PVI ELEV = 243.37
PVI STA = 1+62.06
PVI ELEV = 243.54PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEWV^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^11+0010+00INTERSECTION DATASTA=11+38.73 BROADSTA=10+00.00 MEINECKEN=2303324.48E=5764478.341+720+901+000+901+00Δ=39°56'40" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'3'N1°50'57"E 18.90'N88°14'49"W 5.00'Δ=90°05'46" R=10.00' L=15.72'Δ=42°50'00" R=10.00' L=7.48'Δ=42°50'00" R=20.00' L=14.95'±243.5 TC±243.1 FLMATCHEXISTING±242.4 TC±242.1 FLMATCHEXISTING242.23 TC241.99 FL241.96 TC241.96 FL242.01 TC242.01 FL242.60 TC242.10 FL243.37 TC242.87 FL±242.0 TC±241.7 FLMATCHEXISTING241.18 TC240.68 FL241.54 TC241.04 FL241.08 TC240.58 FL±242.5 FS SAWCUT AP MATCH EXISTSTA=11+01.01 -14.41± (L) CL_Broad±243.0 FS SAWCUT AP MATCH EXISTSTA=10+53.27 -4.00± (L) CL_Meinecke±241.6 FS SAWCUT AP MATCH EXISTSTA=10+14.35 -4.00± (L) CL_Meinecke5
.
1%0.3%0.3%1.0
%
1.0
%2.2%5.1%1.0%3.3%1.7%6.0%0.7%242.68FS242.69FS±242.9 FSMATCHEXISTING242.67FS243.43FS±243.7 FSMATCHEXISTING243.41FS1.0%1.7%2.8%1.0%1.8%±240.3 FS SAWCUT AP MATCH EXIST±241.9 FS SAWCUT AP MATCH EXISTSTA=11+04.63 9.99± (R) CL_Broad240.44 TC239.94 FL240.63 TC240.63 FL240.72 TC240.72 FL241.92 TC241.42 FL±241.1 FS SAWCUT AP MATCH EXISTSTA=10+15.17 12.53± (R) CL_Meinecke±242.3 FS SAWCUT AP MATCH EXISTSTA=10+47.47 12.53± (R) CL_MeineckeSTA 1+00.00 CR_Meineke(NE)N = 2303361.64E = 5764497.39STA=11+01.01 17.9± (L) CL_Broad2'242.80 TC242.30 FL242.64FS242.63FS5.9%7.8%
7.5
%
7.5
%2.8%8.0%1.0%66152451521
3.7%3.4%0.7%STA=10+47.43 24.5± (R) CL_MeineckeSTA 1+00.00 CR_Meineke(SE)N = 2303298.55E = 5764525.023.4%5.4%7'5'4437.4'32.3'10.5'38.9
'33.7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMEINECKE
-
SEE
NEXT
SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NE)1" = 5' HORIZONTAL SCALE1" = 1 VERTICAL SCALEBROADMEINECKE CURB RETURNSC-4.8SKYBLMSKY1.3DATE: 11/11/22EXPIRES: 9/30/23
PPEBW
M^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^^12
+
0
00+901+001+5
4
N1°45'39"E 7.00'Δ=39°56'40" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=90°08'52"R=10.00'
L
=15
.
7
3'N88°14'49"W 5.00'Δ=42°50'00" R=10.00' L=7.48'Δ=42°50'00" R=20.00' L=14.95'242.01 TC242.01 FL242.60 TC242.10 FL243.37 TC242.87 FL±242.0 TC±241.7 FLMATCHEXISTING±239.3 TC±238.8 FLMATCHEXISTING240.13 TC239.63 FL241.18 TC240.68 FL241.54 TC241.04 FL241.01 TC240.51 FL241.08 TC240.58 FL±243.0 FS SAWCUT AP MATCH EXISTSTA=10+53.27 -4.00± (L) CL_Meinecke±241.6 FS SAWCUT AP MATCH EXISTSTA=10+14.35 -4.00± (L) CL_Meinecke5.1%0.7%
7.5
%
5.8
%
5.4
%
7.8
%
0+9
0 ±241.1 FS SAWCUT AP MATCH EXISTSTA=10+15.17 12.53± (R) CL_Meinecke±242.3 FS SAWCUT AP MATCH EXISTSTA=10+47.47 12.53± (R) CL_Meinecke±238.8 FS SAWCUT AP MATCH EXISTSTA=11+73.22 -15.05± (L) CL_Broad242.80 TC242.30 FL7.8%239.97TC/FS239.91TC/FS645142222423.7%3.4%STA=10+47.43 24.5± (R) CL_MeineckeSTA 1+00.00 CR_Meineke(SE)N = 2303298.55E = 5764525.021.4%6.0%1
3
.
9
%
11.
7
%239.0±FS MATCHEXISTING239.4±FS MATCHEXISTING3.4%5.4%432.3'21.
9
'
10.5'38.9'ELEVATION238.0240.0242.0244.0238.0240.0-4.78%-1.41%-11.96%242.10+90241.9241.68241.7
241.44
241.4
241.21
241.1
240.97
240.9
240.73
240.8
240.56
240.71+25240.43
240.7
239.83
240.3
239.23
239.5
238.7
238.41+50238.11+54L = 43.65'-1.41%-11.82%PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 242.03
PVI STA = 1+29.42PVI ELEV = 240.50PVI STA = 1+29.43
PVI ELEV = 241.00
PVI STA = 1+43.65
PVI ELEV = 239.31PVI STA = 1+22.96PVI ELEV = 240.59PVI STA = 1+13.94
PVI ELEV = 241.52
PVI STA = 1+22.95
PVI ELEV = 241.09STA: 1+00.00ELEV: 241.68STA: 1+43.65ELEV: 238.79-1.41%5290.52%-11.82%-17813.65%-3.70%-4.78%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (SE)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBR
O
A
D
MEINECKE CURB RETURNSC-4.9SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
EBEB^^^^^^^^^^^^^^^^^
10+00 0+901+001+571.0%0.9%1.7%2.8%1.0%1.8%8.0%1.0%4.4%2.7%
1.9%±240.3 FS SAWCUT AP MATCH EXISTSTA=11+41.99 9.92± (R) CL_Broad±241.9 FS SAWCUT AP MATCH EXISTSTA=11+04.63 9.99± (R) CL_Broad240.44 TC239.94 FL240.63 TC240.63 FL240.72 TC240.72 FL241.92 TC241.42 FL±240.3 TC±239.8 FLMATCHEXISTING±242.0 TC±241.5 FLMATCHEXISTING2.8%8.0%1.0%240.69TC/FS240.78TC/FS240.50TC/FS241.98TC/FS±240.5 FSMATCHEXISTING±242.2 FSMATCHEXISTING5226162STA 1+00.00 CR_Meineke(NW)N = 2303321.66E = 5764462.33STA=11+41.98 15.9± (R) CL_Broad442.7%7'5'15'37.4'ELEVATION238.0240.0242.0244.01.73%1.50%9.83%4.67%2.57%1.73%1.50%9.83%4.67%2.57%2.73%8.00%1.73%1.50%2.86%2.73%8.00%1.73%1.50%2.86%PVI STA = 1+00.00PVI ELEV = 239.85PVI STA = 1+05.00PVI ELEV = 239.93PVI STA = 1+12.17PVI ELEV = 240.63PVI STA = 1+17.17PVI ELEV = 240.72PVI STA = 1+32.17
PVI ELEV = 241.42
PVI STA = 1+37.38
PVI ELEV = 241.55
PVI STA = 1+00.00PVI ELEV = 240.35PVI STA = 1+05.00PVI ELEV = 240.43PVI STA = 1+12.17PVI ELEV = 240.63PVI STA = 1+17.17PVI ELEV = 240.72 PVI STA = 1+32.17
PVI ELEV = 241.92
PVI STA = 1+37.38
PVI ELEV = 242.06
239.30+90239.6239.85239.91+00239.93240.1240.42240.4240.68240.6240.85240.9241.08241.11+25241.32241.3
241.49
241.5
241.7 PROPOSED TC ELEVATIONPROPOSED FL ELEVATIONEXISTING GRADEL = 37.38'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910MEINECKE - SEE PREVIOUS SHEETCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NW)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD
MEINECKE CURB RETURNSC-4.10SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION222.0224.0226.0228.0222.0-3.07%-0.10%-0.52%-0.51%-0.52%224.50+90224.44224.4224.42224.3
224.39
224.4
224.37
224.3
224.31
224.2
224.15
224.1
224.05
224.11+25224.1
224.31+3536.3'-0.52%-6.97%-0.52%7.70%-0.10%-0.52%-6.97%-0.52%7.70%-0.10%PVI STA = 0+91.92PVI ELEV = 224.46PVI STA = 0+98.22PVI ELEV = 224.43
PVI STA = 1+08.75
PVI ELEV = 224.37
PVI STA = 1+13.75
PVI ELEV = 224.35
PVI STA = 1+23.22
PVI ELEV = 224.06
PVI STA = 1+28.22
PVI ELEV = 224.05
PVI STA = 0+91.92PVI ELEV = 225.14PVI STA = 0+98.22PVI ELEV = 225.11
PVI STA = 1+08.75
PVI ELEV = 224.37
PVI STA = 1+13.75
PVI ELEV = 224.35
PVI STA = 1+23.22
PVI ELEV = 225.08
PVI STA = 1+28.22
PVI ELEV = 225.07EXISTING GRADEFLOWLINETOP OF CURBSDPP
WM^^^^^^^^^^^^^0+901+001+35N4°03'45"E 5.00'N1°32'31"E 20.17'±225.1 TC±224.1 FLMATCHEXISTING±225.1 TC±224.5 FLMATCHEXISTING224.37 TC224.37 FL224.35 TC224.35 FL225.04 TC224.43 FL±224.6 FS SAWCUT AP MATCH EXISTSTA=16+56.07 -12.50± (L) CL_Broad±224.7 FS SAWCUT AP MATCH EXISTSTA=16+24.13 -12.55± (L) CL_Broad1.0%7.7%1.0%7.7%7.2%1.5%1.6%3.1%3.3%1.6%2.5%7.5%224.92 TC224.42 FS225.14TC/FS225.15TC/FS±225.3 FSMATCHEXISTING±225.2 FSMATCHEXISTING225.08 TC224.06 FL2'
1.5'10.5'5'9.5'STA=16+24.22 17.2± (L) CL_BroadSTA 0+91.92 CR_Murray(NE)N = 2302838.70E = 5764482.512541461.0%224.88 TC224.38 FS431.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE NEXT SHEETBROAD
MURRAY CURB RETURNSC-4.11SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION222.0224.0226.0228.0222.0-1.03%225.30+90225.3225.22225.2
225.17
225.41+00225.12
225.4
225.06
225.1
225.01
225.3
224.96
225.2
224.91
224.91+25225.01+30PVI STA = 0+94.08PVI ELEV = 225.58
PVI STA = 1+00.00
PVI ELEV = 225.52
PVI STA = 1+07.45
PVI ELEV = 225.09
PVI STA = 1+12.50
PVI ELEV = 225.04
PVI STA = 1+19.95
PVI ELEV = 225.30
PVI STA = 1+25.85
PVI ELEV = 225.24-1.03%-5.75%-1.03%3.52%-1.03%-1.03%-5.75%-1.03%3.52%-1.03%EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 0+94.08PVI ELEV = 225.23
PVI STA = 1+25.85
PVI ELEV = 224.90 SDSDSDSDSDSDSDSDSD SD WV
WM ^^^^^^^^^^^^^^^^^^^^^^^INTERSECTION DATASTA=17+06.40 BROADSTA=10+00.00 MURRAYN=2302757.01E=5764463.061+300+90
1+000+91Δ=56°34'48" R=10.00' L=9.88'Δ=56°34'36" R=10.00' L=9.87'Δ=33°56'33" R=10.00' L=5.92'Δ=33°47'09" R=10.00' L=5.90'±225.2 TC±224.9 FLMATCHEXISTING±225.6 TC±225.2 FLMATCHEXISTING225.30 TC224.96 FL225.52 TC225.17 FL225.09 TC225.09 FL225.04 TC225.04 FL6.7%
6.7%5.
5%7.8%0.6%1.8%1.1%1.0%
1.0%1.1%225.58FS225.63FS225.68FS225.63FS1.2%
1.1%1.2%±225.6 FSMATCHEXISTING±225.5 FSMATCHEXISTING±225.4 FSMATCHEXISTING2'1.5'1.5'±225.2 FS SAWCUT AP MATCH EXISTSTA=10+35.10 -13.05± (L) CL_Murray±225.1 FS SAWCUT AP MATCH EXISTSTA=10+17.98 -13.18± (L) CL_Murray±225.1 FS SAWCUT AP MATCH EXISTSTA=10+18.02 13.28± (R) CL_Murray±224.9 FS SAWCUT AP MATCH EXISTSTA=10+35.26 13.15± (R) CL_MurraySTA 0+94.08 CR_Murray(E)N = 2302766.05E = 5764498.42STA=10+35.08 10.0± (L) CL_MurraySTA=17+48.27 17.0± (L) CL_BroadSTA 1+00.84 CR_Murray(SE)5124623112417.1'26.5'17.2'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (E)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEET
MURRAY - SEE NEXT SHEETBROAD
MURRAY CURB RETURNSC-4.12SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION222.0224.0226.0228.0222.01.42%1.42%1.42%224.40+91224.5224.61224.61+00224.68224.7
224.75
224.8
224.82
224.8
224.90
224.9
224.97
224.91+25224.8
224.7
224.71+3625.17'-4.83%1.42%7.14%0.89%-4.83%1.42%7.14%0.89%PVI STA = 0+99.17PVI ELEV = 224.60PVI STA = 1+07.17PVI ELEV = 224.71
PVI STA = 1+12.17
PVI ELEV = 224.78
PVI STA = 1+26.00
PVI ELEV = 224.98
PVI STA = 0+99.17PVI ELEV = 225.10PVI STA = 1+07.17PVI ELEV = 224.71
PVI STA = 1+12.17
PVI ELEV = 224.78
PVI STA = 1+21.00
PVI ELEV = 225.42
PVI STA = 1+26.00
PVI ELEV = 225.46EXISTING GRADEFLOWLINETOP OF CURBSDWM^^^^^^^^^^^^^^1+360+911+00N0°59'01"E 21.00'N3°23'42"E 5.00'±225.5 TC±224.9 FLMATCHEXISTING±225.2 TC±224.8 FLMATCHEXISTING224.73 TC224.73 FL224.80 TC224.80 FL225.42 TC225.54 FL±224.9 FS SAWCUT AP MATCH EXISTSTA=17+47.49 -9.36± (L) CL_Broad±225.2 FS SAWCUT AP MATCH EXISTSTA=17+73.20 -9.42± (L) CL_Broad4.5%7.7%7.9%0.8%1.7%224.86TC/FS4.6%7.9%225.53FS1.0%0.8%±225.4 FSMATCHEXISTING225.42TC/FS±225.6 FSMATCHEXISTING2'
1.5'
1.5'8'5'8'STA=17+48.27 17.0± (L) CL_BroadSTA 1+00.84 CR_Murray(SE)N = 2302714.70E = 5764478.91521621.0%
1.0%1.1%225.30 TC224.80 FS225.36 TC224.86 FS25.8'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEMURRAY - SEE PREVIOUS SHEET
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEBROADMURRAY CURB RETURNSC-4.13SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION222.0224.0226.0228.0222.0-0.73%-0.73%-0.73%224.60+95224.6224.53224.51+00224.50224.5
224.46
224.5
224.42
224.5
224.39
224.4
224.35
224.41+25224.31
224.3
224.28
224.3
224.2
224.1224.11+4536.17'-7.34%-0.73%7.70%-0.39%-2.54%-1.50%-7.34%-0.73%7.70%-0.39%-2.54%-1.50%PVI STA = 1+00.00PVI ELEV = 224.53
PVI STA = 1+18.00
PVI ELEV = 224.40
PVI STA = 1+23.00
PVI ELEV = 224.36
PVI STA = 1+36.17
PVI ELEV = 224.27
PVI STA = 1+00.00PVI ELEV = 225.19PVI STA = 1+05.00PVI ELEV = 225.06
PVI STA = 1+10.00
PVI ELEV = 224.99
PVI STA = 1+18.00
PVI ELEV = 224.40
PVI STA = 1+23.00
PVI ELEV = 224.36
PVI STA = 1+31.00
PVI ELEV = 224.98
PVI STA = 1+36.17
PVI ELEV = 224.96EXISTING GRADEFLOWLINETOP OF CURBSDSDWMPPWM^^^^^^^^^^^^^^^17+0010+00 0+951+001+45N1°24'05"E 35.17'±224.8 TC±224.3 FLMATCHEXISTING±225.2 TC±224.5 FLMATCHEXISTING224.40 TC224.40 FL224.36 TC224.36 FL224.98 TC224.52 FL224.99 TC224.46 FL±224.4 FS SAWCUT AP MATCH EXISTSTA=16+90.39 13.39± (R) CL_Broad±224.7 FS SAWCUT AP MATCH EXISTSTA=17+26.45 13.19± (R) CL_Broad1.5%7.8%7.5%1.8%1.0%
1.0%7.8%7.5%224.92 TC224.42 FS224.95 TC224.45 FS224.42TC/FS±225.1 FSMATCHEXISTING224.45TC/FS225.13FS1.0%
2.9%0.6%1.2%3.4%1.9%2.6%1.4%225.06 TC224.50 FL1.0%±225.3 FSMATCHEXISTINGSTA 1+00.00 CR_Murray(W)N = 2302737.42E = 5764445.82STA=17+26.46 16.7± (R) CL_Broad1.5'2'1.5'8'8'54462225'0.5%436.1'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (W)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMURRAY CURB RETURNSC-4.14SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION232.0234.0236.0232.0-1.70%-3.34%-12.73%236.10+90236.0235.84235.81+00235.67235.8
235.51
235.7
235.35
235.4
235.16
234.9
234.52
234.41+25233.9
233.5
233.0233.01+40L = 28.52'PVI STA = 1+00.00PVI ELEV = 236.45
PVI STA = 1+14.00
PVI ELEV = 235.37
PVI STA = 1+19.00
PVI ELEV = 235.29
PVI STA = 1+28.52
PVI ELEV = 234.73-1.70%-7.70%-5.90%-1.70%-7.70%-5.90%PVI STA = 1+00.00PVI ELEV = 235.84
PVI STA = 1+14.00
PVI ELEV = 235.37
PVI STA = 1+19.00
PVI ELEV = 235.29
PVI STA = 1+28.52
PVI ELEV = 234.08 TOP OF CURBFLOWLINEEXISTING GRADEWVPPBRICKWAL
L
^^^^^^^^^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^10+00INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.300+901+001+
4
0N22°16'47"W 7.07'N8
2
°
2
8
'
3
1
"
E
9
.
8
2
'Δ=75°14'42" R=10.00' L=13.13'±236.5 TC±235.8 FLMATCHEXISTING±234.7 TC±234.1 FLMATCHEXISTING234.69 TC235.29 TC235.29 FL235.37 TC235.37 FL235.91 TC235.61 FL±236.4 FS SAWCUT AP MATCH EXISTSTA=25+36.97 -0.10± (L) CL_Broad±236.2 FS SAWCUT AP MATCH EXISTSTA=25+58.09 -0.03± (L) CL_Broad±234.7 FS SAWCUT AP MATCH EXISTSTA=10+26.66 0.00± (L) CL_Mission65541642Δ=107°02'57" R=20.00' L=37.37'STA=25+37.66 16.6± (L) CL_BroadSTA 1+00.00 CR_Broad(NE)N = 2301936.39E = 5764472.67447
.
0%7.3%1.6%±234.8 FSMATCHEXISTING±236.1 FSMATCHEXISTING1.5%
1.5%
5
.
3%8.0%8.0%2.3%7.4%±235.6 TCMATCHEXISTING±236.0 TCMATCHEXISTING±234.8 TCMATCHEXISTING±236.1 TCMATCHEXISTING235.37FS235.45FS235.22 TC235.13 FL±236.1 FS SAWCUT AP MATCH EXISTSTA=25+78.09 0.00± () CL_Broad±235.7 FS SAWCUT AP MATCH EXISTSTA=10+10.00 0.00± () CL_Mission15.2'21.1'16.1'18.5'24.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515BROAD | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMI
S
S
ION
-
S
E
E
N
EX
T
SH
E
E
TBROAD
BROAD CURB RETURNSC-4.15SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION230.0232.0234.0236.0230.09.46%1.80%13.48%
231.10+90231.4231.71+00232.12232.1
232.80
232.7
233.47
233.3
234.14
233.9
234.27
234.41+25234.72
235.1
235.19
235.5
235.67
235.8
235.8
235.91+50235.9
235.91+56L = 38.52'PVI STA = 1+03.00PVI ELEV = 232.49
PVI STA = 1+41.53PVI ELEV = 236.44PVI STA = 1+25.35
PVI ELEV = 234.28
PVI STA = 1+20.34
PVI ELEV = 234.69
67958343.29%10.27%1.80%12.69%-204133426.62%67958343.29%10.27%1.80%12.69%-204133426.62%PVI STA = 1+03.00PVI ELEV = 231.85
PVI STA = 1+20.34
PVI ELEV = 234.19
PVI STA = 1+25.35
PVI ELEV = 234.28
PVI STA = 1+41.53
PVI ELEV = 235.81TOP OF CURBFLOWLINEEXISTING GRADEWV
WV WV
WV
PP
BRIC
K
WALL^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^
^
^
^
^
^
^
^^^^^^2
6
+
0
0INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.301
+
5
60+901+001+40N82°28'31"E 9.82'N82°32'59"E 4.16'N
2
4
°
2
9
'
5
8
"
W
4
.
1
6
'±234.7 TC±234.1 FLMATCHEXISTING±232.4 TC±231.9 FLMATCHEXISTING±236.3 TC±235.8 FLMATCHEXISTING234.78 TC234.28 FL234.69 TC234.19 FL±234.7 FS SAWCUT AP MATCH EXISTSTA=10+26.66 0.00± (L) CL_Mission541436622Δ=107°02'57" R=20.00' L=37.37'4 STA 0+92.40 CR_Broad(SE)N = 2301890.13E = 5764534.55STA=10+62.19 19.9± (R) CL_Mission±234.8 FSMATCHEXISTING5.3%2.3%235.22 TC±236.1 FS SAWCUT AP MATCH EXISTSTA=26+21.08 0.00± () CL_Broad235.61 TC235.11 FL±232.6 FS SAWCUT AP MATCH EXISTSTA=10+51.59 0.00± (R) CL_Mission1.5%
1.5%1.8%11.7%14.2%
14
.
2
%
11
.
7
%12.0%16.1%16.1%12.0%7.5%
7.5%234.59FS234.68FS234.62TC/FS234.53TC/FS±232.6 FSMATCHEXISTING±232.6 FSMATCHEXISTING±236.4 FSMATCHEXISTING±236.6 FSMATCHEXISTING12.0%233.49FS233.64FS235.67FS235.86FS±236.1 FS SAWCUT AP MATCH EXISTSTA=25+78.09 0.00± () CL_Broad±235.7 FS SAWCUT AP MATCH EXISTSTA=10+10.00 0.00± () CL_MissionSTA=26+21.08 16.4± (L) CL_BroadSTA 1+41.53 CR_Broad(SE)N = 2301860.48E = 5764507.291.3%0
.
0%
18.5'18.4'24.9'4
3
'14.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101"=5'515BROAD | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSION - SEE PREVIOUS SHEETB
R
O
A
D
BROAD CURB RETURNSC-4.16SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION218.0220.0222.0218.0220.0L = 30.9'PVI STA = 1+00.00PVI ELEV = 219.65
PVI STA = 1+06.03
PVI ELEV = 219.73
PVI STA = 1+19.10
PVI ELEV = 219.66
PVI STA = 1+24.16
PVI ELEV = 220.07
PVI STA = 1+30.90
PVI ELEV = 220.00
345.89%-0.50%1.35%-0.53%-1.03%345.89%-0.50%1.35%-0.53%-1.03%TOP OF CURBFLOWLINEEXISTING GRADE-0.50%-1.03%1.35%3.30%-0.50%-1.03%1.35%3.30%PVI STA = 1+00.00PVI ELEV = 219.15
PVI STA = 1+06.03
PVI ELEV = 219.23
PVI STA = 1+19.10
PVI ELEV = 219.66
PVI STA = 1+24.03
PVI ELEV = 219.64
PVI STA = 1+30.90
PVI ELEV = 219.57
218.72218.70+90219.23219.2219.15219.1
219.24
219.2
219.44
219.4
219.59
219.6
219.67
219.7
219.60
219.61+25219.57
219.6
219.60
219.6
219.41
219.4
219.39
219.41+41WVWV
WV
S
S
S
S
S
S
>
>
>
>
>
>
>
>
>
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>^^^^^^^^^^^^^^^^
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^
^
^^^0+901+001
+
4
1N81°20'58"E 2.95'Δ=80°05'06"R=20.00'L=27.95'±219.6 TC±219.1 FLMATCHEXISTING±220.0 TC±219.6 FLMATCHEXISTING220.07 TC219.64 FL219.73 TC219.23 FL219.66 TC219.66 FL±220.5 FS SAWCUT AP MATCH EXISTSTA=13+11.77 15.21± (R) CL_Mission±219.2 FS SAWCUT AP MATCH EXISTSTA=13+42.49 16.58± (R) CL_Mission±220.5 FS SAWCUT AP MATCH EXISTSTA=13+09.84 23.66± (R) CL_Mission±220.0 FS SAWCUT AP MATCH EXISTSTA=13+15.00 38.94± (R) CL_Mission2.
7
%3.9%1.5%
1.5%0.5%0.6%1.2%1.1%0.5%1.5%±219.8 FLMATCHEXISTING±220.3 FLMATCHEXISTING220.29FL220.26 TC219.76 FS220.23 TC219.73 FS219.80TC/FS219.73FS1.3%220.42FS±219.1 FLMATCHEXISTING8'5'2.9
'STA=13+42.47 20.2± (R) CL_MissionSTA 1+00.00 CR_Almond(SE)N = 2301926.30E = 5764812.4951436622220.37FS2
.
7%4.2%
1
6
.
1
'30.7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MISSION | ALMOND (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSIONA
L
M
O
N
D
ALMOND CURB RETURNC-4.17SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION214.0216.0218.0220.0214.0220.0215.20+90215.3215.37215.41+00215.48215.6215.65215.8215.87216.0216.09216.2
216.29
216.41+25216.48
216.5
216.64
216.7
216.79
216.8
216.95
216.9
216.99
217.01+50217.04
217.1
217.09
217.1
217.2
217.4
217.41+71L = 60.73'PVI STA = 1+00.00PVI ELEV = 216.00
PVI STA = 1+45.00
PVI ELEV = 217.45
PVI STA = 1+60.73
PVI ELEV = 217.760.55%4.65%3.06%2.00%10.0' VCPVI STA = 1+08.00PVI ELEV = 216.04K = 2.44BVC = 1+03.00ELEV = 216.02EVC = 1+13.00ELEV = 216.28 LOW PT STA: 1+03.00LOW PT ELEV: 216.0220.0' VCPVI STA = 1+25.00PVI ELEV = 216.83K = 12.58BVC = 1+15.00ELEV = 216.37
EVC = 1+35.00
ELEV = 217.14 HIGH PT STA: 1+35.00HIGH PT ELEV: 217.140.55%4.65%3.06%2.00%10.0' VCPVI STA = 1+08.00PVI ELEV = 216.04K = 2.44BVC = 1+03.00ELEV = 216.02EVC = 1+13.00ELEV = 216.28 LOW PT STA: 1+03.00LOW PT ELEV: 216.0220.0' VCPVI STA = 1+25.00PVI ELEV = 216.83K = 12.58BVC = 1+15.00ELEV = 216.37
EVC = 1+35.00
ELEV = 217.14 HIGH PT STA: 1+35.00HIGH PT ELEV: 217.14PVI STA = 1+00.00PVI ELEV = 215.37
PVI STA = 1+45.00
PVI ELEV = 216.95
PVI STA = 1+60.73
PVI ELEV = 217.102.22%0.97%4.65%3.06%TOP OF CURBFLOWLINEEXISTING GRADESDSDSD^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^SD14+001+710+901+00N82°11'28"E 18.09'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40"R=20.00'L=13.94'Δ=39°57'37"R=20.00'L=13.95'Δ=40°22'20" R=10.00' L=7.05'216.07 TC215.57 FL216.66 TC216.16 FL217.28 TC216.78 FL217.62 TC217.03 FL±216.0 TC±215.3 FLMATCHEXISTING±217.8 TC±217.2 FLMATCHEXISTING±218.0 FS SAWCUT AP MATCH EXISTSTA=14+03.95 0.00± () CL_Mission±215.8 FS SAWCUT AP MATCH EXISTSTA=14+70.53 0.00± () CL_Mission216.01 TC215.51 FS217.58 TC217.08 FS3.2%0.2%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.01 FT/FT MIN)24" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE18" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)215.8 TG211.3 INVSEE 2' CURB CUTDETAIL, SHEET C-5.3SEE 2' CURB CUTDETAIL, SHEET C-5.3217.71 TC217.21 FSSTA 1+00.00 CR_Mission BulboutN = 2301943.00E = 5764935.26STA=14+66.37 19.6± (R) CL_Mission5166618" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)215.87 TC215.37 FLSTA=14+70.53 19.6± (R) CL_Mission4.8'53.6'Δ=49°19'29" R=5.62' L=4.84'2.2'4.4'217.60 TC217.10 FLSTA=14+03.93 19.9± (R) CL_Mission4-4C-5.33-3C-5.348" STORM DRAIN MANHOLE PERCITY OF SAN LUIS OBISPOSTANDARD DETAIL 3520.RIM = 215.65INV = 211.1018.2'66.6'18.5'SDNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910SD INLET48" STORM DRAIN MANHOLE PERCITY OF SAN LUIS OBISPOSTANDARD DETAIL 3520.RIM = 214.64INV = 210.5018" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)CONNECT TO EXISTING DI203.07 INVCONTRACTOR TO FIELD FIT,CORE, AND SEAL AS NEEDED.SDCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MISSION BULBOUT1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSIONMISSION CURB RETURNSC-4.18SKYBLMSKYCONTINUED54'DATE: 11/11/22EXPIRES: 9/30/23
ELEVATION214.0216.0218.0220.0214.0220.01.50%3.56%1.50%216.40+95216.41+00216.52216.5216.59216.6
216.77
216.7
216.91
216.8
216.98
217.21+25217.06
217.4
216.9
216.7
216.8
217.11+50217.11+55L = 27.13'PVI STA = 1+05.00PVI ELEV = 217.16PVI STA = 1+10.00PVI ELEV = 217.23
PVI STA = 1+18.00
PVI ELEV = 216.88
PVI STA = 1+32.13
PVI ELEV = 217.09
PVI STA = 1+32.23PVI ELEV = 217.531.50%-4.46%1.50%440.00%1.50%-4.46%1.50%440.00%
PVI STA = 1+05.00PVI ELEV = 216.52PVI STA = 1+10.00PVI ELEV = 216.59
PVI STA = 1+18.00
PVI ELEV = 216.88
PVI STA = 1+32.13
PVI ELEV = 217.09 TOP OF CURBFLOWLINEEXISTING GRADESDSDSDSDSDSDSDPPSDMHRIM = 217.20'INV = 214.1' 18" W 12" ESSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^
^
^0+951+001
+
5
5N82°32'11"E 5.00'42°27'08"R=10.00'Δ=42°27'07" R=20.00' L=14.82'N82°43'31"E 18.00'Δ=92°30'13"R=10.00'L=16.14'±217.2 TC±216.5 FLMATCHEXISTING±217.5 TC±217.1 FLMATCHEXISTING216.88 TC216.88 FL217.58TC/FS217.53TC/FS217.49 TC216.99 FS±217.6 FSMATCHEXISTING±217.6 FSMATCHEXISTING217.54 TC217.04 FS217.19TC/FS1
.
7%1.0%5
.
4%4.5%±216.8 FS SAWCUT AP MATCH EXISTSTA=16+31.48 -11.59± (L) CL_Mission±217.3 FS SAWCUT AP MATCH EXISTSTA=16+54.13 -11.51± (L) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.92 -21.17± (L) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.60 -28.68± (L) CL_Mission±216.2 FS SAWCUT AP MATCH EXISTSTA=16+23.26 12.50± (R) CL_Mission±216.6 FS SAWCUT AP MATCH EXISTSTA=16+29.26 6.50± (R) CL_Mission0.9%6
.
2%1.7%1
.
0%
1
.
0
%1.0%1.2%0.9%1.4%1.7%217.23 TC216.59 FL217.17 TC2.0%±217.3 FSMATCHEXISTING2'1.2'8'9'STA=16+31.51 19.6± (L) CL_MissionSTA 1+05.00 CR_Mission(NW)N = 2302003.27E = 5765093.9144526124216.86 TC216.36 FL217.10 TC216.60 FL1.4'13.1'22.6'7.5'8'6.1'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEC
H
O
R
R
O
-
S
E
E
N
E
X
T
S
H
E
E
TMISSION
MISSION CURB RETURNSC-4.19SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION214.0216.0218.0220.0214.0220.0-1.30%217.50+90217.3217.51+00217.53
217.7
217.47
217.6
217.40
217.5
217.3
217.21+25217.31+29L = 16.76'PVI STA = 1+02.92
PVI ELEV = 217.81
PVI STA = 1+19.67
PVI ELEV = 218.03
PVI STA = 1+03.02
PVI ELEV = 217.56
PVI STA = 1+19.57
PVI ELEV = 217.35
SD SD SD
SD
SDSD
WVPPPPSDMHRIM
=
2
1
7
.
5
0
'
INV =
2
1
3
.
0
'
1
2
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E
/W
/N^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^^^
^
^
1
7
+
0
0
1
+
2
90+901+00N8
2
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2
3
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5
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3
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'Δ=99°L =16 .14 'Δ=84°49'57"R=10.00'L=14.81'±217.5 TC±217.1 FLMATCHEXISTING±218.1 TC±217.3 FLMATCHEXISTING±217.8 TC±217.6 FLMATCHEXISTING216.99 TC216.99 FL217.42 TC216.92 FS217.41 TC216.91 FS1.0%5
.
8%
6
.
8%±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.92 -21.17± (L) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=16+62.60 -28.68± (L) CL_Mission±217.8 FS SAWCUT AP MATCH EXISTSTA=16+86.47 -22.93± (L) CL_Mission±217.6 FS SAWCUT AP MATCH EXISTSTA=16+96.26 -14.14± (L) CL_Mission±217.6 FS SAWCUT AP MATCH EXISTSTA=17+09.52 -14.41± (L) CL_Mission±217.3 FS SAWCUT AP MATCH EXISTSTA=17+01.85 14.62± (R) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=17+23.77 14.60± (R) CL_Mission0.9%217.43 TC217.06 FLSTA 1+00.00 CR_Mission(SE)N = 2301975.97E = 5765190.57STA=17+23.78 20.1± (R) CL_MissionSTA 1+02.51 CR_Mission(NE)N = 2302018.27E = 5765155.71STA=16+94.77 26.4± (L) CL_Mission9'1
0
'2'4 455
114221
662222 40.5
%7.3%1.3%7.0%0
.
5%
0
.
7%1.5%1.5%6
.
9%
6
.
9%1.5%0
.
8%
0
.
8%1.3%±218.1 FSMATCHEXISTING218.01 TC217.51 FS217.98 TC217.48 FS217.92 TC217.42 FS218.17TC/FS±218.1 FSMATCHEXISTING218.03 TC217.53 FS±218.2 FSMATCHEXISTING±218.2 FSMATCHEXISTING218.21FS7.5'6.1'13.2'1
3
.
3
'5.4'9'21.9'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.123456123456789100feet101" = 5'515CHORRO | MISSION (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMI
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MISSION CURB RETURNSC-4.20SKYBLMSKYCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036EXISTING GRADEFLOWLINETOP OF CURBDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION214.0216.0218.0220.0214.0220.0-0.86%-1.63%217.20+90217.1217.10217.11+00217.06217.1217.02217.0
216.96
217.0
216.88
216.9
216.79
216.81+25216.71
216.7
216.7
216.6
216.5
216.51+50216.51+53L = 30.89'-0.86%-5.45%-1.63%266.65%0.00%-0.86%-5.45%-1.63%266.65%0.00%PVI STA = 1+00.00PVI ELEV = 217.10PVI STA = 1+13.00PVI ELEV = 216.99
PVI STA = 1+31.01
PVI ELEV = 216.70
PVI STA = 1+00.00PVI ELEV = 217.47PVI STA = 1+05.00PVI ELEV = 217.43PVI STA = 1+13.00PVI ELEV = 216.99
PVI STA = 1+30.39PVI ELEV = 216.71PVI STA = 1+30.89
PVI ELEV = 217.04TOP OF CURBFLOWLINEEXISTING GRADEWV
WV
WV
WV
WM^^^^^^^^^^^^^^^
^
^^^^^17+000+901+001
+
5
3N82°23'55"E 13.00'N
1
7
°
1
5
'
5
4
"W
1
3
.
0
0
'Δ=99°39'48"R=10.00'L=17.39'±217.5 TC±217.1 FLMATCHEXISTING±217.2 TC±216.7 FLMATCHEXISTING±218.1 TC±217.3 FLMATCHEXISTING216.99 TC216.99 FL217.42 TC216.92 FS217.33 TC216.83 FS217.47TC/FS216.97FS217.03TC/FS±217.1 FSMATCHEXISTING±217.0 FSMATCHEXISTING217.41 TC216.91 FS217.43FS±217.5 FSMATCHEXISTING1.
0
%
1.
0
%
2.
4
%1.4%1.3%1
.
0%5.8%0.8%1.0%0.8%2.
5
%6.8%±217.6 FS SAWCUT AP MATCH EXISTSTA=17+09.52 -14.41± (L) CL_Mission±217.1 FS SAWCUT AP MATCH EXISTSTA=10+24.73 8.00± (R) CL_Chorro±216.9 FS SAWCUT AP MATCH EXISTSTA=10+36.02 -14.33± (L) CL_Chorro±217.2 FS SAWCUT AP MATCH EXISTSTA=10+26.60 -14.26± (L) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=17+01.85 14.62± (R) CL_Mission±217.4 FS SAWCUT AP MATCH EXISTSTA=17+23.77 14.60± (R) CL_Mission217.28 TC216.78 FS1.
5
%217.43 TC217.06 FL1.0%1.2%8'8'2'1.5'STA 1+00.00 CR_Mission(SE)N = 2301975.97E = 5765190.57STA=17+23.78 20.1± (R) CL_Mission51666 2246.9%5.4'
9.
4
'12.2'21.9'4'3.5'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEC
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSION - SEE PREVIOUS SHEETMISSION CURB RETURNSC-4.21SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION214.0216.0218.0220.0214.0220.01.00%-1.66%-3.65%1.89%1.88%216.40+90216.5216.51216.5216.61216.6216.70216.7216.77216.8
216.75
216.8
216.66
216.71+25216.48
216.6
216.29
216.3
216.11
216.1
215.93
215.9
215.81+50215.6
1+59L = 48.94'1.88%1.00%5.15%-4.92%-3.65%-3.35%1.88%1.00%5.15%-4.92%-3.65%-3.35%PVI STA = 1+00.00PVI ELEV = 216.51PVI STA = 1+04.88PVI ELEV = 216.61PVI STA = 1+12.23PVI ELEV = 216.74PVI STA = 1+17.28
PVI ELEV = 216.79
PVI STA = 1+24.63
PVI ELEV = 216.67
PVI STA = 1+48.94
PVI ELEV = 215.79
PVI STA = 1+00.00PVI ELEV = 217.01PVI STA = 1+04.88PVI ELEV = 217.11PVI STA = 1+12.23PVI ELEV = 216.74PVI STA = 1+17.28
PVI ELEV = 216.79
PVI STA = 1+24.63
PVI ELEV = 217.17
PVI STA = 1+34.12
PVI ELEV = 216.83
PVI STA = 1+48.94
PVI ELEV = 216.33TOP OF CURBFLOWLINEEXISTING GRADEWV^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^10+000+901+001+59N17°46'21"W 7.80'N82°32'11"E 5.00'Δ=79°41'28"R=10.00'L=13.91'Δ=42°27'08"R=10.00'
L
=7
.
4
1
'Δ=42°27'07" R=20.00' L=14.82'±216.3 TC±215.8 FLMATCHEXISTING±217.0 TC±216.5 FLMATCHEXISTING217.15FS217.20FS217.08FS217.13FS1.7%
1.
5
%
1.
5
%1.0%1.0%±216.4 FSMATCHEXISTING±216.2 FS SAWCUT AP MATCH EXISTSTA=16+23.26 12.50± (R) CL_Mission±216.6 FS SAWCUT AP MATCH EXISTSTA=16+29.26 6.50± (R) CL_Mission±217.5 FS SAWCUT AP MATCH EXISTSTA=16+68.59 6.50± (R) CL_Mission±217.1 FS SAWCUT AP MATCH EXISTSTA=10+24.73 8.00± (R) CL_ChorroSTA=10+36.02 -14.33± (L) CL_Chorro±217.2 FS SAWCUT AP MATCH EXISTSTA=10+26.60 -14.26± (L) CL_Chorro4.
4
%
4.
4
%5.4%5.1%
0.6%0.3%217.17 TC216.67 FL217.11 TC216.61 FL4.8%
4.6%1.5%0.5%217.11FS±216.8 FSMATCHEXISTING±216.8 FSMATCHEXISTING217.05TC/FS216.79 TC216.79 FL216.74 TC216.74 FLSTA=10+24.92 20.2± (R) CL_ChorroSTA 1+00.00 CR_Mission(SW)N = 2301959.87E = 5765128.082'
1.5'2'5132661216.86 TC216.36 FL217.10 TC216.60 FL3.4%3.5%2.6%5.9'
8.
5
'39.3'19.5'10.2'444NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMISSIONMISSION CURB RETURNSC-4.22SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION210.0212.0214.0210.01.43%212.90+90212.8212.7212.6212.6
212.58
212.7
212.66
212.8
212.73
212.81+25212.8
213.0
213.0
212.9
213.01+50213.01+51L = 16.31'PVI STA = 1+12.50PVI ELEV = 213.03
PVI STA = 1+28.31PVI ELEV = 212.77PVI STA = 1+28.81
PVI ELEV = 213.07
PVI STA = 1+12.50PVI ELEV = 212.55
PVI STA = 1+28.81
PVI ELEV = 212.78FLOWLINE TOP OF CURBEXISTING GRADEWVPP51282211.9917435212.403FD N&T IN MON WELLGV^^^^^^^^^^^^^
^
^^^^^^^^^^^^^13+001
0
+
0
0 INTERSECTION DATASTA=13+54.79 CHORROSTA=10+00.00 VENABLEN=2301650.02E=5765243.040+901+001
+
5
1Δ=81°37'05"R=10.00'L=14.25'
Δ =1 0 0 °0 2 '2 9 "R=10.00'L=17.46'±213.0 TC±212.5 FLMATCHEXISTING±213.1 TC±212.8 FLMATCHEXISTING±212.8 FS SAWCUT AP MATCH EXISTSTA=13+27.91 -11.73± (L) CL_Chorro±212.7 FS SAWCUT AP MATCH EXISTSTA=13+36.52 -11.69± (L) CL_Chorro±212.5 FS SAWCUT AP MATCH EXISTSTA=10+17.83 -12.11± (L) CL_Venable±212.6 FS SAWCUT AP MATCH EXISTSTA=10+26.37 -12.21± (L) CL_Venable1.
2
%
1.
2
%1.0%1.0%7
.
5%
7
.
4%
1
.
0%
1
.
6%7.5%7.5%1.5%1.5%213.17 TC212.67 FS213.19 TC212.69 FS213.12 TC212.62 FS213.33TC/FS213.31TC/FS213.36FS213.41FS213.22TC/FS213.27TC/FS213.29FS213.35FS213.19 TC212.69 FS±212.2 FS SAWCUT AP MATCH EXISTSTA=10+26.32 14.86± (R) CL_Venable±212.4 FS SAWCUT AP MATCH EXISTSTA=10+48.12 15.00± (R) CL_Venable1.
3
%1.0%1.
3
%1.0%0.5%2
.
7%1.0%2.7%0
.
8%±213.6 FSMATCHEXISTING±213.5 FSMATCHEXISTING1.1%4.0%3.3%2.7%±213.6 FSMATCHEXISTING±213.6 FSMATCHEXISTING212.54 TC212.04 FS8'8
'2'2'STA 1+12.50 CR_Venable(NE)N = 2301681.43E = 5765254.15STA=13+27.95 19.7± (L) CL_Chorro215144223221.2%21.8'14.3'6'8.6'12.1'8
.
5
'6'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENA
B
L
E
-
S
E
E
N
E
X
T
SH
E
E
TCHORRO
VENABLE CURB RETURNSC-4.23SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION208.0210.0212.0214.0216.0208.0210.0-1.63%-2.12%-1.32%212.40+90212.3212.32212.3212.21212.3212.11212.3212.02212.2211.95212.2
211.89
212.11+25211.82
211.9
211.74
211.7
211.66
211.6
211.6
211.51+50211.51+53L = 44.16'PVI STA = 1+00.00PVI ELEV = 212.82
PVI STA = 1+30.59
PVI ELEV = 212.31
PVI STA = 1+12.87PVI ELEV = 212.54
PVI STA = 1+44.16
PVI ELEV = 212.09
PVI STA = 1+00.00PVI ELEV = 212.32PVI STA = 1+13.00PVI ELEV = 212.04
PVI STA = 1+30.46
PVI ELEV = 211.81
PVI STA = 1+44.16
PVI ELEV = 211.59 FLOWLINETOP OF CURBEXISTING GRADE-1.79%-0.81%WV ^^^^^^^^^^^^^^^
^
^
^
^
^
^^^1
4
+
0
0 0+901+001
+
5
3Δ=100°02'29"R=10.00'L=17.46'±212.8 TC±212.3 FLMATCHEXISTING±212.1 TC±211.6 FLMATCHEXISTING±212.2 FS SAWCUT AP MATCH EXISTSTA=10+26.32 14.86± (R) CL_Venable±212.4 FS SAWCUT AP MATCH EXISTSTA=10+48.12 15.00± (R) CL_Venable±212.2 FS SAWCUT AP MATCH EXISTSTA=13+81.26 -14.70± (L) CL_Chorro±211.7 FS SAWCUT AP MATCH EXISTSTA=14+03.06 -14.87± (L) CL_Chorro1.3%1
.
0%7.3%6.6%3.
0
%
3.
0
%
1.
0
%
1.
0
%1.5%1.5%212.17FS212.23FS212.18TC/FS212.12TC/FS212.44 TC211.94 FS212.45 TC211.95 FS212.75TC/FS212.72TC/FS±212.8 FSMATCHEXISTING±212.8 FSMATCHEXISTING1.3%1.0%1.3%1.2%0.7%0.8%±212.3 FSMATCHEXISTING±212.1 FSMATCHEXISTING0.
9
%
0.
5
%2.7%±213.5 FS212.31 TC211.81 FS212.54 TC212.04 FS2'2'STA=10+48.09 20.0± (R) CL_VenableSTA 1+00.00 CR_Venable(SE)N = 2301636.50E = 5765293.3411'8'5121311221.8'14.3'2
0
.
1
'7.5'5'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | VENABLE (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEVENABLE - SEE PREVIOUS SHEETC
H
O
R
R
O
VENABLE CURB RETURNSC-4.24SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION204.0206.0208.0204.03.48%1.50%205.51+10205.56205.6205.64205.8205.71206.01+25205.83206.0
206.01
206.2
206.18
206.3
206.35
206.4
206.53
206.51+50206.61+51L = 37.29'PVI STA = 1+13.40PVI ELEV = 206.21PVI STA = 1+27.91PVI ELEV = 206.26
PVI STA = 1+45.81
PVI ELEV = 206.88
PVI STA = 1+50.69
PVI ELEV = 206.951.50%1.41%503.87%3.48%-671.76%1.50%1.41%503.87%3.48%-671.76%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+13.50PVI ELEV = 205.54PVI STA = 1+27.81PVI ELEV = 205.75
PVI STA = 1+50.69
PVI ELEV = 206.55 SDSDSDSDSDS
DWVWVWVWV
WMPPSD INLETRIM = 205.7'INV = 203' 12" E/W/S^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^
^
^
^^^^^10+001
7
+
0
0 INTERSECTION DATASTA=17+09.04 CHORROSTA=10+00.00 CENTERN=2301310.85E=5765345.301
+
0
0 0+901+001
+
5
1Δ=84°49'45"R=10.00'L=14.81'
1°12'03"R=10.00'L=14.17'±207.1 TC±206.6 FLMATCHEXISTING206.92 TC206.37 FSΔ=97°42'26"R=10.00'L=17.05'N65°34'51"E 13.00'205.93 TC205.43 FL205.38 TC205.38 FL±207.1 FS SAWCUT AP MATCH EXISTSTA=16+60.82 8.96± (R) CL_Chorro±206.5 FS SAWCUT AP MATCH EXISTSTA=16+92.86 8.86± (R) CL_Chorro±206.2 FS SAWCUT AP MATCH EXISTSTA=9+82.09 -7.73± (L) CL_Center±206.1 FS SAWCUT AP MATCH EXISTSTA=9+72.94 -8.16± (L) CL_Center±207.0 FS SAWCUT AP MATCH EXISTSTA=16+70.85 -10.95± (L) CL_Chorro±206.6 FS SAWCUT AP MATCH EXISTSTA=16+92.29 -10.84± (L) CL_Chorro±205.8 FS SAWCUT AP MATCH EXISTSTA=9+52.73 11.11± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=9+76.18 11.15± (R) CL_Center±206.2 TC±205.5 FLMATCHEXISTING4.5%4.6%1.
5
%1.5%7
.
7%
7
.
7%
1
.
0%
1
.
0%3.1%±206.5 FSMATCHEXISTING206.30TC/FS±206.2 FSMATCHEXISTING206.41 TC205.91 FS206.40 TC205.90 FS206.90TC/FS206.83TC/FS0.4%7
.
7%1.0%4.0%4.9%0.5%1.5%205.85 TC205.35 FS1.5%1.
5
%
1.
5
%±206.2 FSMATCHEXISTING4.2%0.6%3.6%1.5%1.4%5
.
1%
3
.
0%±207.2 FSMATCHEXISTING±207.0 FSMATCHEXISTING206.88FS206.95FS1.5%206.78 TC206.28 FS1.5%1.5%1.0%206.25 TC205.75 FL205.70 TC205.20 FS2'206.33 TC205.83 FS206.33 TC205.83 FS8.5'1
3
'15'2'STA=16+70.90 20.0± (L) CL_ChorroSTA 1+00.00 CR_Center(NE)N = 2301353.13E = 5765353.398'8'2'5546611 234
122
2644 STA 1+13.00 CR_Center(NW)N = 2301317.18E = 5765313.15STA=9+73.37 19.1± (L) CL_Center205.83 TC205.33 FS18.2'23.5'7.5'21.4'7'11.7'1
0
.
9
'9.2'14.8'3
2
'11.5'4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHO
R
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E
E
N
E
X
T
S
H
E
E
T
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTERCENTER CURB RETURNSC-4.25SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION204.0206.0208.0210.0204.0210.0-2.90%-1.50%206.90+90206.8206.72206.7206.58206.6206.43206.5206.33206.4
206.25
206.4
206.18
206.31+25206.10
206.1
206.1
206.1
206.2
206.21+50206.31+53L = 31.35'FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 206.72PVI STA = 1+12.17PVI ELEV = 206.37
PVI STA = 1+30.85
PVI ELEV = 206.09
PVI STA = 1+00.00PVI ELEV = 207.22
PVI STA = 1+30.85PVI ELEV = 206.09PVI STA = 1+31.35
PVI ELEV = 206.68
PVI STA = 1+12.05PVI ELEV = 206.87
SD
SD
SD WMSD
IN
L
E
TRIM
=
206
.1
'
INV
=
204
.6
'
12
"
S
^
^^^^^^^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^17+000+901+001
+
5
3Δ=81°12'03"R=10.00'L=14.17'±207.2 TC±206.7 FLMATCHEXISTING206.92 TC206.37 FS±206.7 TC±206.1 FLMATCHEXISTING±207.1 FS SAWCUT AP MATCH EXISTSTA=16+60.82 8.96± (R) CL_Chorro±207.0 FS SAWCUT AP MATCH EXISTSTA=16+70.85 -10.95± (L) CL_Chorro±206.6 FS SAWCUT AP MATCH EXISTSTA=16+92.29 -10.84± (L) CL_Chorro±206.6 FS SAWCUT AP MATCH EXISTSTA=10+16.88 -10.72± (L) CL_Center±206.5 FS SAWCUT AP MATCH EXISTSTA=10+27.92 -10.76± (L) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=10+35.40 13.20± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=10+25.85 13.18± (R) CL_Center0.4%1.5%7.7%7.7%7
.
4%
7
.
4%
1
.
0%
1
.
0%
1
.
0%206.73 TC206.23 FS207.01FS206.95FS206.90TC/FS206.97TC/FS1.5%1.
5
%1.5%206.73 TC206.23 FS1.3%1.5%4.7%0.9%3.4%6.0%0
.
3%
4
.
2%±206.9 FSMATCHEXISTING±207.2 FSMATCHEXISTING±207.5 FSMATCHEXISTING±207.6 FSMATCHEXISTING1.5%206.78 TC206.28 FS2'15'1
0
'
2'2'STA=16+70.90 20.0± (L) CL_ChorroSTA 1+00.00 CR_Center(NE)N = 2301353.13E = 5765353.39STA 1+13.00 CR_Center(SE)N = 2301295.44E = 5765383.02STA=10+35.39 20.2± (R) CL_Center566454
11 1264 207.44TC/FS207.51TC/FS5'9.5'21.4'7'11.7'1
1
'7'32'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETCEN
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CENTER CURB RETURNSC-4.26SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION202.0204.0206.0208.0202.0-1.64%205.60+90205.6205.61+00205.6
205.5
205.51
205.6
205.42
205.6
205.34
205.51+25205.26
205.3
205.1
205.0
204.8
204.71+50204.71+53L = 18.35'FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+12.50
PVI ELEV = 205.55
PVI STA = 1+30.85
PVI ELEV = 205.25
PVI STA = 1+12.50
PVI ELEV = 206.09
PVI STA = 1+30.35PVI ELEV = 205.25PVI STA = 1+30.85
PVI ELEV = 205.63 SDSDSDPP
WMSD INLETRIM = 206.1'INV = 204.6' 12" S^^^^^^^^^^^
^
^
^^^^^^^^^^^^^^^^^^^^0+901+001
+
5
3±206.7 TC±206.1 FLMATCHEXISTING±206.1 TC±205.5 FLMATCHEXISTING±205.6 TC±205.3 FLMATCHEXISTINGΔ=99°25'10"R=10.00'L=17.35'±205.4 TC±205.1 FLMATCHEXISTING±206.6 FS SAWCUT AP MATCH EXIST±206.5 FS SAWCUT AP MATCH EXISTSTA=10+27.92 -10.76± (L) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=10+35.40 13.20± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=10+25.85 13.18± (R) CL_Center±205.8 FS SAWCUT AP MATCH EXISTSTA=17+35.02 -13.00± (L) CL_Chorro±205.5 FS SAWCUT AP MATCH EXISTSTA=17+44.56 -13.00± (L) CL_Chorro±205.9 FS SAWCUT AP MATCH EXISTSTA=17+35.26 8.44± (R) CL_Chorro±205.6 FS SAWCUT AP MATCH EXISTSTA=17+44.03 8.46± (R) CL_Chorro7.4%206.95FS206.90TC/FS2.
4
%1.5%±205.4 FSMATCHEXISTING3.
6
%
3.
7
%
0.
1
%
0.
0
%1.5%1
.
5%7.5%7.5%0.1%1.4%205.62TC/FS205.70TC/FS205.63FS205.70FS205.90 TC205.40 FS205.90 TC205.40 FS206.14TC/FS206.07TC/FS±206.1 FSMATCHEXISTING±206.1 FSMATCHEXISTING1
.
5%1.5%1
.
5%
0
.
2%1.7%1.4%0.
3
%
2.
1
%3.3%±205.5 FSMATCHEXISTING±205.7 FSMATCHEXISTING205.83 TC205.33 FS205.96 TC205.46 FSSTA 1+13.00 CR_Center(SE)N = 2301295.44E = 5765383.02STA=10+35.39 20.2± (R) CL_Center2'9'8'8'2'STA=17+44.01 20.0± (R) CL_ChorroSTA 1+12.50 CR_Center(SW)N = 2301271.60E = 5765336.3255444146
1149.5'8.8'5
'9.5'13.6'9.
5
'5'11'7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEC
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTER - SEE PREVIOUS SHEETCENTER CURB RETURNSC-4.27SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION202.0204.0206.0208.0202.00.62%-0.98%1.50%205.01+10205.15205.2
205.23
205.3
205.30
205.41+25205.38
205.5
205.41
205.4
205.41
205.4
205.4
205.31+50205.31+53L = 30.16'PVI STA = 1+12.90PVI ELEV = 205.41
PVI STA = 1+30.05
PVI ELEV = 205.38
PVI STA = 1+38.05
PVI ELEV = 205.69
PVI STA = 1+43.05
PVI ELEV = 205.64FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+13.00PVI ELEV = 205.12
PVI STA = 1+30.05
PVI ELEV = 205.38
PVI STA = 1+38.05
PVI ELEV = 205.43
PVI STA = 1+43.05
PVI ELEV = 205.38 1.50%3.91%-0.98%-290.00%SDSDSDSDSDWVWVWVWVPPWM
SD INLETRIM = 205.7'INV = 203' 12" E/W/S^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^^^^^^^^^0+901+001
+
5
3
1
+
0
0 ±205.6 TC±205.3 FLMATCHEXISTINGΔ=97°42'26"R=10.00'L=17.05'±205.9 TC±205.4 FLMATCHEXISTING±205.4 TC±205.1 FLMATCHEXISTINGN
6
5
°
3
4
'
5
1
"
E
1
3
.
0
0
'205.93 TC205.43 FL205.38 TC205.38 FL±206.2 FS SAWCUT AP MATCH EXIST±206.1 FS SAWCUT AP MATCH EXISTSTA=9+72.94 -8.16± (L) CL_Center±205.8 FS SAWCUT AP MATCH EXISTSTA=17+35.02 -13.00± (L) CL_Chorro±205.5 FS SAWCUT AP MATCH EXISTSTA=17+44.56 -13.00± (L) CL_Chorro±205.8 FS SAWCUT AP MATCH EXISTSTA=9+52.73 11.11± (R) CL_Center±206.0 FS SAWCUT AP MATCH EXISTSTA=9+76.18 11.15± (R) CL_Center±205.9 FS SAWCUT AP MATCH EXISTSTA=17+35.26 8.44± (R) CL_Chorro±205.6 FS SAWCUT AP MATCH EXISTSTA=17+44.03 8.46± (R) CL_Chorro±206.2 FSMATCHEXISTING1.
0
%
4.
0
%
4.
9
%2.4%2.4%0.2%1.5%0.5%1
.
5%205.85 TC205.35 FS205.76 TC205.26 FS205.74TC/FS205.45TC/FS±205.4 FSMATCHEXISTING205.44FS±205.3 FSMATCHEXISTING±205.7 FSMATCHEXISTING0.
3
%3.6%1.5%4.2%0.
6
%1.5%1
.
5%
2.4%1.0%1.6%205.70 TC205.20 FS205.83 TC205.33 FS2'8'8'
2'2'1.5'STA=17+44.01 20.0± (R) CL_ChorroSTA 1+12.50 CR_Center(SW)N = 2301271.60E = 5765336.3254 4
666123426144STA 1+13.00 CR_Center(NW)N = 2301317.18E = 5765313.15STA=9+73.37 19.1± (L) CL_Center205.83 TC205.33 FS1
.
4%
9.5'8.8'18.2'2
3
.
5
'7.5'9.5'5'10.9'9.2'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" =5'515CHORRO | CENTER (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETC
E
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CENTER CURB RETURNSC-4.28SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION198.0200.0202.0204.0198.0200.01.80%2.18%200.50+90200.6200.70200.7200.79201.2
200.88
201.1
200.97
201.2
201.08
201.2
201.19
201.21+25201.3
201.3
201.31+38L = 27.81'PVI STA = 1+00.00PVI ELEV = 200.70
PVI STA = 1+15.64
PVI ELEV = 200.98
PVI STA = 1+27.81
PVI ELEV = 201.25
PVI STA = 1+00.00PVI ELEV = 201.35
PVI STA = 1+27.81
PVI ELEV = 201.561.80%0.62%STA: 1+15.64ELEV: 201.48EXISTING GRADEFLOWLINETOP OF CURBWVWVWVPPPPPP>>^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^21
+
0
0
10+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.131
+
0
0 0+901+001
+
3
8Δ=82°51'47"R=10.00'L=R=10.00'L=14.14'Δ=80°38'16"R=10.00'L=14.07'±201.6 TC±201.2 FLMATCHEXISTING±201.4 TC±200.7 FLMATCHEXISTING±202.5 TC±202.2 FLMATCHEXISTING200.57 TC200.57 FL±201.2 FS SAWCUT AP MATCH EXISTSTA=9+71.68 -10.77± (L) CL_MountainView±201.8 FS SAWCUT AP MATCH EXISTSTA=9+82.40 -9.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=20+84.05 10.52± (R) CL_Chorro±201.9 FS SAWCUT AP MATCH EXISTSTA=20+61.33 10.46± (R) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=20+71.57 -16.92± (L) CL_Chorro±202.3 FS SAWCUT AP MATCH EXISTSTA=20+81.12 -16.83± (L) CL_Chorro±200.5 FS SAWCUT AP MATCH EXISTSTA=9+57.94 16.05± (R) CL_MountainView8
.
0%
1
.
4%
1
.
6%
1
.
5%1.7%201.35 TC200.85 FS201.77TC/FS201.79TC/FS±201.8 FSMATCHEXISTING±201.7 FSMATCHEXISTING1.1%7
.
5%1.0%1.0%5
.
5%
5
.
5%
1
.
2%202.66TC/FS202.69 TC202.19 FS0.
5
%202.10FS2'1
1
'1.8%0.4%201.43 TC200.93 FS8.5'1.5'STA 1+00.00 CR_Mountain View(NW)N = 2300943.63E = 5765425.17STA=9+73.17 20.0± (L) CL_MountainViewSTA=20+71.60 19.9± (L) CL_ChorroSTA 1+12.10 CR_Mountain View(NE)N = 2300969.56E = 5765469.2954414
142262
567.5'10.9'12'2
3
'9.5'9.5'33.7'4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHOR
RO
-
S
E
E
N
E
X
T
SH
E
E
TMOUNTAIN VIEWMOUNTAIN VIEW CURB RETURNSC-4.29SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION200.0202.0204.0200.0-0.24%0.50%1.72%2.43%202.20+90202.2202.21+00202.2202.1202.13202.3
202.12
202.1
202.17
202.11+25202.25
202.1
202.37
202.3
202.49
202.4
202.54
202.5
202.61+50202.7
202.81+57L = 34.88'PVI STA = 1+12.10PVI ELEV = 202.51
PVI STA = 1+22.11
PVI ELEV = 202.12
PVI STA = 1+31.22
PVI ELEV = 202.27
PVI STA = 1+41.22
PVI ELEV = 202.88
PVI STA = 1+46.98
PVI ELEV = 202.916.07%0.50%EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 1+12.10PVI ELEV = 202.14
PVI STA = 1+22.11
PVI ELEV = 202.12
PVI STA = 1+31.22
PVI ELEV = 202.27
PVI STA = 1+41.22
PVI ELEV = 202.52
PVI STA = 1+47.04
PVI ELEV = 202.55
WVPPWMPP>>>>>>>>>>>>>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^21+001
0
+
0
0INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.130+901+001
+
5
7N8
2
°
0
7
'
4
0
"
E
1
8
.
9
6
'Δ=80°59'39"R=10.00'L=14.14'Δ=80°38'16"R=10.00'±202.9 TC±202.5 FLMATCHEXISTING±201.6 TC±201.2 FLMATCHEXISTING±202.5 TC±202.2 FLMATCHEXISTING202.27 TC202.27 FL202.88 TC202.52 FL±202.1 FS SAWCUT AP MATCH EXISTSTA=20+84.05 10.52± (R) CL_Chorro±201.9 FS SAWCUT AP MATCH EXISTSTA=20+61.33 10.46± (R) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=20+71.57 -16.92± (L) CL_Chorro±202.3 FS SAWCUT AP MATCH EXISTSTA=20+81.12 -16.83± (L) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=10+25.94 -16.96± (L) CL_MountainView±202.5 FS SAWCUT AP MATCH EXISTSTA=10+44.45 -17.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView8.0%1.7%201.79TC/FS1.1%7.5%1.
0
%
1.
0
%1.0%4.0%6
.
0%
7
.
5%
1
.
1%
0
.
5%4.2%5.5%5.5%1.0%0.5%0.5%0.9%1.2%3.7%3.0%0.2%±202.7 FSMATCHEXISTING±202.9 FSMATCHEXISTING202.66TC/FS202.69 TC202.19 FS202.73 TC202.23 FS202.77 TC202.27 FS±203.1 FSMATCHEXISTING202.83 TC202.33 FS202.70TC/FS202.68FS202.73FS203.08TC/FS0.5%1
.
8%0.5%201.87FS202.10FS2'11'201.43 TC200.93 FS8.5'1
0
'
3'
3'1.5'1.
5
'
3'
3'STA=20+71.60 19.9± (L) CL_ChorroSTA 1+12.10 CR_Mountain View(NE)N = 2300969.56E = 5765469.295 4
632161422552.2
%
3.9
%
4.4
%
2.0
%202.00FS201.93FS202.20FS202.15FS201.87FS0.5%412'23'9.5'9.5'1
8
.
5
'
4
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUN
TA
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E
E
N
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X
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SH
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MOUNTAIN VIEW CURB RETURNSC-4.30SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
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^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^21
+
0
0
22
+
0
010+0011+001+
9
3 0+901+001+570+
9
0
1+
0
0Δ=82°51'47"R=10.00'L=14.46'N3
4
°
0
9
'
0
2
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W
1
0
.
0
0
'Δ=42°50'00" R=20.00' L=14.95'Δ=42°50'00"R=10.00'L=7.48'Δ=116°38'03"R=30.00'L=61.07'N82°07'40"E 18.96'Δ=80°59'39"R=10.0 0 'L =1 4 .1 4 '±202.9 TC±202.5 FLMATCHEXISTING±204.0 TC±203.6 FLMATCHEXISTING±202.2 TC±201.7 FLMATCHEXISTING±201.2 TC±200.7 FLMATCHEXISTING202.27 TC202.27 FL202.88 TC202.52 FL202.76 TC202.26 FL202.52 TC202.02 FL202.12 TC202.12 FL202.20 TC202.20 FL203.41 TC202.97 FL203.58 TC203.16 FL202.24 TC201.74 FL±201.8 FS SAWCUT AP MATCH EXISTSTA=21+80.05 -14.55± (L) CL_Chorro±202.2 FS SAWCUT AP MATCH EXISTSTA=10+25.94 -16.96± (L) CL_MountainView±202.5 FS SAWCUT AP MATCH EXISTSTA=10+44.45 -17.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView±203.2 FS SAWCUT AP MATCH EXISTSTA=10+77.06 6.18± (R) CL_MountainView±203.6 FS SAWCUT AP MATCH EXISTSTA=11+00.13 16.61± (R) CL_MountainView±202.0 FS SAWCUT AP MATCH EXISTSTA=21+13.52 10.46± (R) CL_Chorro±201.4 FS SAWCUT AP MATCH EXISTSTA=21+27.05 10.55± (R) CL_Chorro4.0%1.
5
%0.8%7.
8
%
7.
8
%
1.
9
%
1.
0
%
0.7%201.02TC/FS201.20 TC200.70 FS201.17 TC200.67 FS201.29TC/FS201.26TC/FS±201.3 FSMATCHEXISTING±201.4 FSMATCHEXISTING1.0%1.0%4.0%6.0%7.5%1.1%0.5%4.2%5.5%1.2%202.69 TC202.19 FS202.73 TC202.23 FS202.77 TC202.27 FS±203.1 FSMATCHEXISTING202.83 TC202.33 FS202.70TC/FS203.08TC/FS0.5%1.8%0.5%2.7%0.
4
%201.87FS203.18 TC202.68 FL202.10FS0.
4
%8.2%5.6%2.3%1.5%1.0%
1.0%2.9%1.0%2.0%2.7%±202.5 FSMATCHEXISTING±202.4 FSMATCHEXISTING203.51FS±204.1 FSMATCHEXISTING202.72FS202.85FS202.77FS202.98FS8.5'10'3'3'1.5'2'8'1.5'1.5'3'3'STA 0+97.17 CR_Mountain View(SE)N = 2300931.10E = 5765560.02STA=11+00.13 20.0± (R) CL_MountainView1.4%0.8%1.5%7.5%
7.5%202.80FS2.9%55446655
163
212122
25
52.2%3.9%4.4%2.0%202.00FS201.93FS202.20FS202.15FS201.87FS0.5%4
202.22 TC201.72 FL2
.
3
%
0.
1
%2.2%2.5%2.4%STA=21+26.98 20.1± (R) CL_ChorroSTA 1+11.67 CR_Mountain View(SW)N = 2300903.18E = 5765457.40REFER TO LANDSCAPE PLANS25.3'38.4'3.7'1.9'18.5'7.5'13.5'4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910C
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O
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515MOUNTAIN VIEW - SEE PREVIOUS SHEETMOUNTAIN VIEW CURB RETURNSC-4.31SKYBLMSKYCHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION199.0200.0202.0204.0206.0199.0200.0-2.39%-1.00%-1.50%-1.50%-2.67%-0.50%10.0' VCPVI STA = 1+81.37PVI ELEV = 201.72K = 4.60BVC = 1+76.37
ELEV = 201.85
EVC = 1+86.37
ELEV = 201.69 LOW PT STA: 1+86.37LOW PT ELEV: 201.690+90203.6203.50203.51+00203.38203.4203.26203.2203.14203.2203.02203.2202.90203.11+25202.78202.9
202.66
202.8
202.54
202.7
202.42
202.6
202.31
202.41+50202.23
202.3
202.17
202.1
202.10
201.9
202.02
201.8
201.89
201.81+75201.77
201.8
201.70
201.7
201.67
201.7
201.71+93L = 95.55'PVI STA = 0+97.17PVI ELEV = 203.98
PVI STA = 1+51.83
PVI ELEV = 202.76
PVI STA = 1+58.38
PVI ELEV = 202.20
PVI STA = 1+63.39
PVI ELEV = 202.12
PVI STA = 1+69.94
PVI ELEV = 202.52
PVI STA = 1+81.37
PVI ELEV = 202.22
PVI STA = 1+92.72
PVI ELEV = 202.23EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 0+97.17PVI ELEV = 203.57
PVI STA = 1+51.83
PVI ELEV = 202.26
PVI STA = 1+58.38
PVI ELEV = 202.20
PVI STA = 1+63.39
PVI ELEV = 202.12
PVI STA = 1+69.94
PVI ELEV = 202.02
PVI STA = 1+92.72
PVI ELEV = 201.66 -2.23%-8.63%-1.50%6.13%-2.67%0.12%NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMOUNTAIN VIEW CURB RETURNSC-4.32SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION198.0200.0202.0198.0200.0-2.25%-1.20%-0.56%200.70+90200.7200.71+00200.7200.7200.66201.1
200.63
200.7
200.60
200.61+25200.57
200.6
200.48
200.5
200.38
200.4
200.3
200.21+50200.11+54L = 32.17'EXISTING GRADEFLOWLINETOP OF CURBPVI STA = 1+12.17PVI ELEV = 200.67
PVI STA = 1+31.21
PVI ELEV = 200.57
PVI STA = 1+39.21
PVI ELEV = 200.39
PVI STA = 1+44.21
PVI ELEV = 200.33
PVI STA = 1+12.04PVI ELEV = 201.17
PVI STA = 1+31.21
PVI ELEV = 200.57
PVI STA = 1+39.21
PVI ELEV = 200.89
PVI STA = 1+44.21
PVI ELEV = 200.76-2.60%4.00%WVWVWVPP>>>>>>>^^^^^^^^^^^^^^^^^^
^
^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^
^
^
^
^21+0010+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.130+901+001
+
5
4
0
+
9
0
1
+
0
0 N6
3
°
1
5
'
1
7
"
E
1
5
.
7
1
'Δ=82°51'47"R=10.00'L=14.46'
3 8'16"R=10.00'L=14.07'±200.8 TC±200.3 FLMATCHEXISTING±201.2 TC±200.7 FLMATCHEXISTING±201.4 TC±200.7 FLMATCHEXISTING200.89 TC200.39 FL200.57 TC200.57 FL±201.2 FS SAWCUT AP MATCH EXISTSTA=9+71.68 -10.77± (L) CL_MountainView±201.8 FS SAWCUT AP MATCH EXISTSTA=9+82.40 -9.05± (L) CL_MountainView±202.1 FS SAWCUT AP MATCH EXISTSTA=10+41.61 20.87± (R) CL_MountainView±200.5 FS SAWCUT AP MATCH EXISTSTA=9+57.94 16.05± (R) CL_MountainView±202.0 FS SAWCUT AP MATCH EXISTSTA=21+13.52 10.46± (R) CL_Chorro±201.4 FS SAWCUT AP MATCH EXISTSTA=21+27.05 10.55± (R) CL_Chorro1.5%1.7%201.35 TC200.85 FS4
.
0%
1
.
8%
1
.
6%
4
.
0%1.5%0.8%7.8%7.8%1.9%1.0%0.7%±200.9 FSMATCHEXISTING201.02TC/FS201.20 TC200.70 FS201.17 TC200.67 FS201.29TC/FS201.26TC/FS±201.3 FSMATCHEXISTING±201.4 FSMATCHEXISTING201.43 TC200.93 FS2'8
'8'3'3'STA 1+00.00 CR_Mountain View(NW)N = 2300943.63E = 5765425.17STA=9+73.17 20.0± (L) CL_MountainView1.4%1.5%1.6%0.8%54114466624.4%2.0%202.00FS201.93FSSTA=21+26.98 20.1± (R) CL_ChorroSTA 1+11.67 CR_Mountain View(SW)N = 2300903.18E = 5765457.407.5'10.9'12'7.5'13.5'3
3
.
7
'3.5'4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUN
TA
IN
V
I
EW
MOUNTAIN VIEW CURB RETURNSC-4.33SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION198.0200.0202.0198.0200.01.64%2.39%1.23%0.50%199.10+90199.2199.29199.31+00199.37199.4199.49199.6
199.61
199.5
199.71
199.7
199.76
199.81+25199.78
199.8
199.81
199.8
199.83
199.8
199.86
199.9
199.88
199.91+50199.91+52L = 50'PVI STA = 1+00.00PVI ELEV = 199.79PVI STA = 1+05.00PVI ELEV = 199.87
PVI STA = 1+18.32
PVI ELEV = 199.69
PVI STA = 1+23.33
PVI ELEV = 199.75
PVI STA = 1+42.05
PVI ELEV = 200.34
PVI STA = 1+50.00
PVI ELEV = 200.380.50%1.23%1.64%-1.37%3.17%0.50%1.23%1.64%-1.37%3.17%PVI STA = 1+00.00PVI ELEV = 199.29PVI STA = 1+05.00PVI ELEV = 199.37
PVI STA = 1+18.32
PVI ELEV = 199.69
PVI STA = 1+23.33
PVI ELEV = 199.75
PVI STA = 1+50.00
PVI ELEV = 199.88FLOWLINE TOP OF CURBEXISTING GRADEWVWMPP>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^
^
^
^
^^^^^^^^^^^^^^^^2
4
+
0
010+00INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.420
+
9
0
1
+
0
0 1+491
+
5
2 0+901+00N34°09'38"W 7.98'Δ=82°18'29"R=10.00'L=14.37'N63°13'46"E 12.12'Δ=82°51'44"R=10.00'L=14.46'N64°00'27"E 5.00'N34°23'39"W 2.67'Δ=98°28'41"R=20.00'L=34.38'±199.5 TC±199.3 FLMATCHEXISTING±201.1 TC±200.6 FLMATCHEXISTING±200.4 TC±199.9 FLMATCHEXISTING±199.8 TC±199.3 FLMATCHEXISTING199.42 TC199.42 FL199.48 TC199.36 FL199.69 TC199.69 FL199.75 TC199.75 FL200.40 TC199.90 FL199.87 TC199.37 FL201.08 TC200.56 FL200.62 TC200.62 FL1.5%
1.5%
4.
9
%0.4%3.5%3.5%
0.5%0.6%1.6%1.5%200.34 TC199.84 FS200.27 TC199.77 FS±199.9 FSMATCHEXISTING0.2%1.8%1.8%1.2%0.7%0.2%0.6%0.4%0.9%1.8%199.91 TC199.41 FS199.82 TC199.32 FSMATCH199.51TC/FS199.34TC/FS1.8%2.1%1.3%0.
2
%
1.
8
%1.4%±200.3 FSMATCHEXISTING1.9%1.
7
%1.5%0.
8
%
5.3
%
6.
3
%7.2%1.0%0
.
5%201.22 TC200.72 FS201.21 TC200.71 FS±199.4 FS SAWCUT AP MATCH EXISTSTA=9+48.77 -12.41± (L) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+68.25 -12.36± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=24+26.40 12.58± (R) CL_Chorro±200.4 FS SAWCUT AP MATCH EXISTSTA=24+01.23 12.65± (R) CL_Chorro±200.9 FS SAWCUT AP MATCH EXISTSTA=24+24.34 -15.29± (L) CL_Chorro0.
6
%1.8%200.53FL±199.5 FS SAWCUT AP MATCH EXISTSTA=9+61.80 10.47± (R) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+82.12 10.25± (R) CL_Lincoln±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro199.96TC/FS200.44TC/FS2'1.5'1.5'STA=9+48.79 19.9± (L) CL_LincolnSTA 1+00.00 CR_Lincoln(NW)N = 2300636.25E = 5765605.68201.21TC/FSSTA 1+00.00 CR_Lincoln(NE)N = 2300679.98E = 5765657.88STA=24+24.34 19.8± (L) CL_Chorro3'3'1.5'8'8'8'2'1.5'4551346661 42
216.2%6.2%200.70FS200.70200.51FL200.14 FS(MATCH EX.)200.10 FS(MATCH EX.)7.5%
MAX19.5'6'22.7'2
5
.
2
'46'3'13.5'20.3'8'4 4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEC
H
O
R
R
O
-
S
E
E
N
E
X
T
S
H
E
E
TLINCOLN
LINCOLN CURB RETURNSC-4.34SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION198.0200.0202.0198.0200.0-0.78%200.60+90200.6200.60200.61+00200.56200.6200.60200.6200.64200.7
200.67
200.7
200.71
200.71+25200.75
200.7
200.79
200.8
200.9
200.9
201.01+47L = 36.76'PVI STA = 1+00.00PVI ELEV = 201.12PVI STA = 1+05.00PVI ELEV = 201.08PVI STA = 1+13.24PVI ELEV = 200.62
PVI STA = 1+23.75
PVI ELEV = 200.70
PVI STA = 1+31.76
PVI ELEV = 201.28
PVI STA = 1+36.76
PVI ELEV = 201.327.24%0.75%-0.78%-5.54%0.75%7.24%0.75%-0.78%-5.54%0.75%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 200.60PVI STA = 1+05.00PVI ELEV = 200.56
PVI STA = 1+31.76
PVI ELEV = 200.76
PVI STA = 1+36.76
PVI ELEV = 200.80 WVWM>>>>>>>>>>>>>>>>>>>>>>>>^^^^^^^^^^^^^^^^^^^^^
^
^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^1
0
+
0
0INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.421
+
4
70+901+00N63°57'06"E 3.42'Δ=98°20'10N34°09'38"W 7.98'N6
3
°
3
1
'
5
3
"
E
1
4
.
4
1
'Δ=82°18'29"R=10.00'L=14.
3
7
'±201.3 TC±200.8 FLMATCHEXISTING±201.1 TC±200.6 FLMATCHEXISTING200.90 TC200.36 FL200.09 TC200.09 FL200.17 TC200.17 FL199.69 TC199.69 FL199.75 TC199.75 FL201.08 TC200.56 FL200.70 TC200.70 FL200.62 TC200.62 FL201.28 TC200.76 FL1.9%1.7%1.5%0.8%5.3%6.3%7
.
2%
1
.
6%1.9%0
.
8%0.5%7
.
2%
1.
0
%0.5%201.22 TC200.72 FS201.21 TC200.71 FS±201.3 FSMATCHEXISTING±200.4 FS SAWCUT AP MATCH EXISTSTA=24+26.40 12.58± (R) CL_Chorro±200.4 FS SAWCUT AP MATCH EXISTSTA=24+01.23 12.65± (R) CL_Chorro±200.9 FS SAWCUT AP MATCH EXISTSTA=24+24.34 -15.29± (L) CL_Chorro±200.8 FS SAWCUT AP MATCH EXISTSTA=10+22.26 -16.60± (L) CL_Lincoln±201.0 FS SAWCUT AP MATCH EXISTSTA=10+40.43 -16.69± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=10+27.02 16.97± (R) CL_Lincoln±200.6 FS SAWCUT AP MATCH EXISTSTA=10+49.44 17.03± (R) CL_Lincoln0.6%1
.
8%
1
.
1%200.53FL200.13FL1.0%1.0%5.7
%2'201.21TC/FS201.30TC/FS±201.4 FSMATCHEXISTINGSTA 1+00.00 CR_Lincoln(NE)N = 2300679.98E = 5765657.88STA=24+24.34 19.8± (L) CL_Chorro3'
3'1.5'1.5'
3'
3'8'8
'STA=10+49.43 20.0± (R) CL_LincolnSTA 1+00.00 CR_Lincoln(SE)N = 2300644.80E = 5765713.6255
456622 1555.
2
%
1.
9
%
6.
2
%
6.
2
%1.0%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FL22.7'25.2'3'
1
8
.
2
'22.4'4NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETL
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S
E
E
N
E
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SH
E
E
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LINCOLN CURB RETURNSC-4.35SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION198.0200.0202.0198.0200.0-1.50%-1.50%-1.50%-5.69%-1.50%200.60+90200.5200.44200.4200.36200.4200.29200.4200.21200.3
200.14
200.1
200.00
200.01+25199.71
200.0
199.43
199.8
199.30
199.4
199.23
199.2
199.11+50199.11+51L = 46.52'PVI STA = 1+00.00PVI ELEV = 200.98PVI STA = 1+05.01PVI ELEV = 200.90
PVI STA = 1+17.69
PVI ELEV = 200.17
PVI STA = 1+23.46
PVI ELEV = 200.09
PVI STA = 1+36.16
PVI ELEV = 199.92
PVI STA = 1+46.52
PVI ELEV = 199.76-1.50%-5.78%-1.50%-1.34%-1.50%-1.50%-5.78%-1.50%-1.34%-1.50%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 200.44PVI STA = 1+05.01PVI ELEV = 200.36
PVI STA = 1+17.69
PVI ELEV = 200.17
PVI STA = 1+23.46
PVI ELEV = 200.09
PVI STA = 1+36.16
PVI ELEV = 199.36
PVI STA = 1+46.52
PVI ELEV = 199.21
WV
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5
+
0
010+000+901+001
+
5
1
1+00N63°57'06"E 3.42'N
3
4
°
2
3
'
0
4
"W
3
.
4
2
'Δ=98°20'10"R=20.00'L=34.33'N63°31'53"E 14.41'Δ=82°18'29"R=10.00'L=14.37'N
3
3
°
5
4
'
3
0
"W
1
2
.
1
2
'Δ=82°51'44"R=10.00'L=14.46'±199.3 TC±198.9 FLMATCHEXISTING±199.8 TC±199.2 FLMATCHEXISTING±201.0 TC±200.4 FLMATCHEXISTING±201.3 TC±200.8 FLMATCHEXISTING200.90 TC200.36 FL200.09 TC200.09 FL200.17 TC200.17 FL199.92 TC199.36 FL199.84 TC199.34 FL199.22 TC199.22 FL199.34 TC198.93 FL200.70 TC200.70 FL200.62 TC200.62 FL201.28 TC200.76 FL0
.
2%1.8%1.8%1.2%1.
3
%
0.
2
%0.0%1.
4
%
1.
8
%199.91 TC199.41 FS199.82 TC199.32 FS199.34TC/FS1.7%5.3%6.3%7.2%1.6%1.9%0.8%0.5%7.2%1.0%0.5%201.22 TC200.72 FS201.21 TC200.71 FS±200.8 FS SAWCUT AP MATCH EXISTSTA=10+22.26 -16.60± (L) CL_Lincoln±201.0 FS SAWCUT AP MATCH EXISTSTA=10+40.43 -16.69± (L) CL_Lincoln±200.4 FS SAWCUT AP MATCH EXISTSTA=10+27.02 16.97± (R) CL_Lincoln±200.6 FS SAWCUT AP MATCH EXISTSTA=10+49.44 17.03± (R) CL_Lincoln±199.4 FS SAWCUT AP MATCH EXISTSTA=25+12.92 -14.29± (L) CL_Chorro0.6%1.8%1.1%3.
4
%200.53FL200.13FL7.6%1.5%1.8%1.4%
1.0%
1.0%5.7%1.0%1.6%0.5%1.2%1.0%1.
6
%1.3%1.8%±199.9 FS SAWCUT AP MATCH EXISTSTA=9+82.12 10.25± (R) CL_Lincoln±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro±199.3 FS SAWCUT AP MATCH EXISTSTA=24+96.13 10.50± (R) CL_Chorro0.3%201.21TC/FS201.30TC/FS3'3'1.5'3'3'1.5'1.5'200.64 TC200.14 FS200.71 TC200.21 FS200.94TC/FS199.96TC/FS±199.8 FSMATCHEXISTING±201.0 FSMATCHEXISTING8'8'9.6
'9.6'STA=10+49.43 20.0± (R) CL_LincolnSTA 1+00.00 CR_Lincoln(SE)N = 2300644.80E = 5765713.62STA 1+00.00 CR_Lincoln(SW)N = 2300598.29E = 5765665.41STA=24+96.07 20.0± (R) CL_Chorro8'2'1.5'4255214
1662225
55.2%1.9%6.2%6.2%1.0%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FL18.2'22.4'4'8'20.3'13.5'44
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEC
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALELINCOLN - SEE PREVIOUS SHEETLINCOLN CURB RETURNSC-4.36SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION196.0198.0200.0202.0196.0200.03.67%1.50%1.50%-0.69%-0.69%198.50+90198.7198.86198.9198.93199.0199.11199.2
199.25
199.4
199.33
199.4
199.40
199.51+25199.39
199.3
199.35
199.3
199.3
199.1
198.91+49L = 38.7'PVI STA = 1+00.00PVI ELEV = 199.27PVI STA = 1+05.00PVI ELEV = 199.34PVI STA = 1+13.00PVI ELEV = 199.22
PVI STA = 1+25.70
PVI ELEV = 199.42
PVI STA = 1+33.70
PVI ELEV = 199.49
PVI STA = 1+38.70
PVI ELEV = 199.46-1.51%1.50%0.99%-0.69%1.50%FLOWLINETOP OF CURBEXISTING GRADEPVI STA = 1+00.00PVI ELEV = 198.86PVI STA = 1+05.00PVI ELEV = 198.93PVI STA = 1+13.00PVI ELEV = 199.22
PVI STA = 1+25.70
PVI ELEV = 199.42
PVI STA = 1+33.70
PVI ELEV = 199.36
PVI STA = 1+38.70
PVI ELEV = 199.33 WVWM>>>>>>>>>^^^^^^^^^^^^^^^^
^
^
^
^
^
^^
^
^^^^^^^^^^^^^^^^^^^^^^^^25+001
0
+
0
0
INTERSECTION DATASTA=24+58.02 CHORROSTA=10+00.00 LINCOLNN=2300640.95E=5765660.421
+
4
90+901+00=98°20'10"R=20.00'L=34.33'N33°54'30"W 12.12'N6
3
°
1
3
'
4
6
"
E
1
2
.
1
2
'Δ=82°51'44"R=10.00'L=14.46'N64°00'27"E 5.00'Δ=98°±199.5 TC±199.3 FLMATCHEXISTING±199.3 TC±198.9 FLMATCHEXISTING200.09 TC200.09 FL200.17 TC200.17 FL199.92 TC199.36 FL199.42 TC199.42 FL199.22 TC199.22 FL199.34 TC198.93 FL199.48 TC199.36 FL199.69 TC199.69 FL199.75 TC199.75 FL200.34 TC200.27 TC0.2%1.
8
%1.8%1
.
2%
0
.
7%1.3%0.2%0.0%1.4%1.8%0.6%0
.
4%
0
.
9%1.8%199.91 TC199.41 FS199.82 TC199.32 FS±199.6 FSMATCHEXISTING199.51TC/FS199.34TC/FS±199.9 FS SAWCUT AP MATCH EXISTSTA=9+68.25 -12.36± (L) CL_Lincoln±199.4 FS SAWCUT AP MATCH EXISTSTA=25+12.92 -14.29± (L) CL_Chorro3.4%200.13FL1.0%1.0%±199.5 FS SAWCUT AP MATCH EXISTSTA=9+61.80 10.47± (R) CL_Lincoln±199.9 FS SAWCUT AP MATCH EXISTSTA=9+82.12 10.25± (R) CL_Lincoln±199.8 FS SAWCUT AP MATCH EXISTSTA=24+75.82 10.36± (R) CL_Chorro±199.3 FS SAWCUT AP MATCH EXISTSTA=24+96.13 10.50± (R) CL_Chorro0.3%±199.3 FSMATCHEXISTING2'3'STA 1+00.00 CR_Lincoln(SW)N = 2300598.29E = 5765665.41STA=24+96.07 20.0± (R) CL_Chorro8
'8'2'1.5'1.5'2
551214662
2255.2%1.9%200.20FS200.14FS19.5'22.7'8'20.3'13.5'2
0
.
3
'8'44NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETLINCO
LN
LINCOLN CURB RETURNSC-4.37SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
SDSDSDSDSDSDSDSDSDSDSDSDSDSDWVWVWMSDDILID SECUREDSD INLETFL = 188.2'XXXXXXXXXXXXXXXXXXXXXX XCHAIN-LINK FENCECHAIN-LINK FENCESDS
D
SDSD^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^5-5C-5.55
-
5C-
5
.
56-6C-5.56-6C-5.530+0010+001
1
+
0
0INTERSECTION DATASTA=30+30.98 CHORROSTA=10+00.00 WALNUTN=2300167.64E=5765983.332+170+901+002
+
0
0
1+00N34°19'45"W 5.00'N34°18'56"W 23.42'N
5
6
°
0
3
'
3
9
"
E
2
0
.
2
3
'N55°50'33"E 5.00'Δ=89°37'25" R=20.00' L=31.28'Δ=42°46'48" R=10.00' L=7.47'Δ=42°46'50" R=20.00' L=14.93'N
5
5
°
5
3
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5
0
"
E
1
2
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2
5
'N55°53'50"E 11.33'Δ=90°07'27" R=20.00' L=31.46'±193.1 TC±192.6 FLMATCHEXISTING±195.6 TC±195.1 FLMATCHEXISTING193.46 TC193.46 FL193.54 TC193.54 FL194.17 TC193.67 FL193.81 TC193.31 FL193.17 TC192.67 FL195.49 TC194.99 FL195.13 TC194.63 FL194.86 TC194.36 FL194.31 TC193.81 FL193.68 TC193.18 FL194.12 TC194.12 FL194.19 TC194.19 FL195.19 TC194.69 FL194.91 TC194.41 FL±193.1 FS SAWCUT AP MATCH EXISTSTA=29+69.61 -8.17± (L) CL_Chorro±195.8 FS SAWCUT AP MATCH EXISTSTA=10+85.26 0.00± () CL_Walnut±195.6 FS SAWCUT AP MATCH EXISTSTA=10+80.20 0.00± () CL_Walnut6.1%1.5%1.0%1.5%1.0%3.8%1.5%4.9%194.07FS195.60FS194.00FS194.02FS195.85FS195.65FS194.79FS1.8%2.6%0.
1
%
4.0%
2
.
9%2.8%1.0%5.
0
%
4.8%2.7%7.5%7.5%0.
3
%
8.6%3.3%194.71FS194.79FS194.71FS0.0%0.0%1.8%194.34FS195.36 TC194.86 FL6.8%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.02 FT/FT MIN)6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.01 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)SEE 2' CURB CUTDETAIL, SHEET C-5.3SEE 2' CURB CUTDETAIL, SHEET C-5.3193.50 TG189.00 INV193.60 TG189.1 INVPRIVATE PARCELAPN: 002-293-015525442166522254.6%1.7%1.7%8.8%2.2%2.2%2.1%2.7%1.7%1.7%1.7%3.9
%
6.1%193.95FSSTA=29+69.61 19.8± (L) CL_ChorroSTA 1+00.00 CR_Walnut(NE)N = 2300229.49E = 5765965.09STA 1+00.00 CR_Walnut(SE)N = 2300197.07E = 5766060.31STA=10+80.20 19.0± (R) CL_WalnutREFER TO LANDSCAPE PLANSSEE LANDSCAPE PLANS FORMULCH IN THIS AREAEXISTING STORM DRAININLET TO BE REMOVED11.6'19.5'EXISTING 18" SD CULVERTCONNECT 8" HDPE STORM DRAIN TO EXISTING 18" SDCULVERT USING INSERTA TEE, OR APPROVED EQUAL(S = 0.01 FT/FT MIN)EXISTING 18" SD CULVERT12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE2' WIDE CURB CUTREMOVE PORTION OFEXISTING SD CULVERT2' CURB CUTNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515WA
L
N
U
T CHORROWALNUT CURB RETURNSC-4.38SKYBLMSKYCHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION190.0192.0194.0196.0198.0190.04.47%2.17%1.50%2.16%1.90%2.20%5.0' VCPVI STA = 1+75.00PVI ELEV = 194.14K = 2.20BVC = 1+72.50
ELEV = 194.09
EVC = 1+77.50
ELEV = 194.25 LOW PT STA: 1+72.50LOW PT ELEV: 194.09192.50+90192.5192.56192.6192.67192.6192.78192.7192.89192.8193.00193.0193.10193.21+25193.21193.4193.32193.5193.43193.6
193.51
193.7
193.60
193.71+50193.70
193.8
193.81
193.9
193.92
194.1
194.03
194.3
194.16
194.41+75194.36
194.4
194.56
194.5
194.70
194.6
194.81
194.6
194.91
194.82+00195.02
195.0
195.2
195.4
195.52+17L = 107.33'PVI STA = 1+00.00PVI ELEV = 193.06PVI STA = 1+34.45PVI ELEV = 193.81PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 194.17
PVI STA = 2+02.33
PVI ELEV = 195.47
PVI STA = 2+07.33
PVI ELEV = 195.731.50%4.47%2.16%-4.87%8.93%2.20%2.17%5.30%10.0' VCPVI STA = 1+85.00PVI ELEV = 195.09K = 4.35BVC = 1+80.00
ELEV = 194.86
EVC = 1+90.00
ELEV = 195.20 HIGH PT STA: 1+90.00HIGH PT ELEV: 195.20PVI STA = 1+00.00PVI ELEV = 193.06PVI STA = 1+34.45PVI ELEV = 193.81PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 194.17
PVI STA = 2+02.33
PVI ELEV = 195.47
PVI STA = 2+07.33
PVI ELEV = 195.731.50%4.47%2.16%-4.87%8.93%2.20%2.17%5.30%5.0' VCPVI STA = 1+75.00PVI ELEV = 194.64K = 2.20BVC = 1+72.50
ELEV = 194.59
EVC = 1+77.50
ELEV = 194.75 LOW PT STA: 1+72.50LOW PT ELEV: 194.5910.0' VCPVI STA = 1+85.00PVI ELEV = 195.09K = 4.35BVC = 1+80.00
ELEV = 194.86
EVC = 1+90.00
ELEV = 195.20 HIGH PT STA: 1+90.00HIGH PT ELEV: 195.20PVI STA = 1+00.00PVI ELEV = 192.56PVI STA = 1+41.56
PVI ELEV = 193.46
PVI STA = 1+46.57
PVI ELEV = 193.54
PVI STA = 1+53.68
PVI ELEV = 193.67
PVI STA = 2+07.33
PVI ELEV = 195.07EXISTING GRADEFLOWLINETOP OF CURBNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.39SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
SD SD SD SD SD SD SDWV
WV
WV
SDDILID SECURED SDSD SD SD^^^^^^^^^^^^^
^^^^^^
^^^^^^^^^
^^^^^^^^
^^^^^
^^^^^5-5C-5.55-5C-5.56-6C-5.56-6C-5.5
3
1
+
0
010+002
+
3
40+901+002+00N56°03'39"E 20.23'Δ=89°37'25" R=20.00' L=31.28'Δ=42°46'50" R=20.00' L=14.93'N55°53'50"E 12.25'N55°53'50"E 11.33'N
3
4
°
1
3
'
3
7
"W
4
9
.
4
1
'Δ=36°52'12" R=20.00' L=12.87'Δ=36°52'12" R=10.00' L=6.44'Δ=90°07'27" R=20.00' L=31.46'±195.4 TC±194.9 FLMATCHEXISTING±196.7 TC±196.2 FLMATCHEXISTING193.46 TC193.46 FL193.54 TC193.54 FL195.13 TC194.63 FL194.86 TC194.36 FL194.48 TC193.98 FL194.12 TC194.12 FL194.19 TC194.19 FL194.82 TC194.32 FL195.19 TC194.69 FL194.91 TC194.41 FL195.02 TC194.52 FL±195.6 FS SAWCUT AP MATCH EXISTSTA=10+80.20 0.00± () CL_Walnut±196.4 FS SAWCUT AP MATCH EXISTSTA=31+13.23 -8.06± (L) CL_Chorro6.1%1.5%1.0%1.5%1.0%194.07FS194.00FS194.02FS194.79FS1.8%3.6%2.6%0.1%4.0%3.0%2.9%2.8%1.0%5.0%4.8%2.7%7.5%
7.5%0.3%8.6%3
.
3%
3
.
2%194.71FS194.79FS194.71FS0.0%
0.0%1.8%194.34FS195.36 TC194.86 FL194.28 TC193.78 FL3.5%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.02 FT/FT MIN)6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.01 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)SEE 2' CURB CUTDETAIL, SHEET C-5.3193.60 TG189.1 INV54 4
162622254.6%1.7%1.7%8.8%2.7%1.7%3.9%6.1%193.95FSSTA 1+00.00 CR_Walnut(SE)N = 2300197.07E = 5766060.31STA=10+80.20 19.0± (R) CL_WalnutRELOCATE EXISTING BLOCK WALL TOPROPOSED BACK OF WALKSEE LANDSCAPE PLANS FORMULCH IN THIS AREAEXISTING STORM DRAININLET TO BE REMOVED9.1'EXISTING 18" SD CULVERTREMOVE PORTION OFEXISTING SD CULVERT2' CURB CUTNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CHO
R
RO
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515WALNUT - SEE PREVIOUS SHEETWALNUT CURB RETURNSC-4.40SKYBLMSKYCHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEDATE: 11/11/22EXPIRES: 9/30/23
190.0192.0194.0196.0198.0200.0190.0200.03.24%-2.01%-3.84%0.00%4.93%1.92%1.50%1.75%195.30+90195.1194.94194.9194.84194.8194.73194.8194.58194.7194.39194.5194.19194.31+25194.00194.1193.81194.1193.65194.1
193.79
194.0
194.00
194.11+50194.10
194.3
194.18
194.5
194.26
194.5
194.38
194.6
194.54
194.81+75194.70
194.8
194.86
194.9
195.02
195.1
195.18
195.3
195.35
195.52+00195.51
195.6
195.67
195.8
195.83
195.9
195.99
196.0
196.12+25196.2
196.32+34L = 123.75'PVI STA = 1+00.00PVI ELEV = 195.55PVI STA = 1+12.00PVI ELEV = 195.19PVI STA = 1+39.22PVI ELEV = 194.15PVI STA = 1+42.22PVI ELEV = 194.15
PVI STA = 1+49.00
PVI ELEV = 194.48
PVI STA = 1+56.11
PVI ELEV = 194.12
PVI STA = 1+61.12
PVI ELEV = 194.19
PVI STA = 1+68.23
PVI ELEV = 194.82
PVI STA = 2+23.75
PVI ELEV = 196.60-2.97%-3.84%0.00%4.93%-5.11%1.50%8.78%3.21%-2.97%-3.84%0.00%4.93%-5.11%1.50%8.78%3.21%PVI STA = 1+00.00PVI ELEV = 194.94PVI STA = 1+12.00PVI ELEV = 194.69PVI STA = 1+39.22PVI ELEV = 193.65PVI STA = 1+42.22PVI ELEV = 193.65
PVI STA = 1+49.00
PVI ELEV = 193.98
PVI STA = 1+56.11
PVI ELEV = 194.12
PVI STA = 1+61.12
PVI ELEV = 194.19
PVI STA = 1+68.23
PVI ELEV = 194.32
PVI STA = 2+23.75
PVI ELEV = 196.12EXISTING GRADEFLOWLINETOP OF CURBNOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISEXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.41SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION196.5198.0200.0196.5200.01.54%1.54%0.68%1.54%1.54%197.20+90197.2197.18197.2197.26197.2197.34197.2197.41197.5197.49197.3197.57197.41+25197.64
197.7
197.72
197.9
197.77
198.1
197.81
198.0
197.84
198.01+50197.87
197.9
197.91
197.9
198.0
1+751+78L = 62.43'PVI STA = 1+00.00PVI ELEV = 197.68PVI STA = 1+17.66PVI ELEV = 197.95PVI STA = 1+24.77PVI ELEV = 197.56PVI STA = 1+29.78
PVI ELEV = 197.64
PVI STA = 1+36.89
PVI ELEV = 198.22
PVI STA = 1+62.43
PVI ELEV = 198.381.52%-5.44%1.54%8.15%0.64%1.52%-5.44%1.54%8.15%0.64%PVI STA = 1+00.00PVI ELEV = 197.18PVI STA = 1+29.78PVI ELEV = 197.64PVI STA = 1+36.89PVI ELEV = 197.75PVI STA = 1+62.43PVI ELEV = 197.92PVI STA = 1+17.66PVI ELEV = 197.45PVI STA = 1+24.77PVI ELEV = 197.56EXISTING GRADEFLOWLINETOP OF CURBWVPP>>>>>>>>>>>>>>>>>>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^1
0
+
0
0 INTERSECTION DATASTA=33+91.02 CHORROSTA=10+00.00 PEACHN=2299870.04E=5766185.960+901+001+781+00N34°23'42"W 5.00'Δ=90°15'3Δ=39°56'42" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ =8 9 °2 8 '47 "R=20.00'L=31.23'N34°05'02"W 10.00'Δ=90°17'22"R=20.00'L=31.52'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40" R=20.00' L=13.94'±197.3 TC±196.6 FLMATCHEXISTING±197.7 TC±197.2 FLMATCHEXISTING±198.4 TC±197.9 FLMATCHEXISTING±198.7 TC±198.2 FLMATCHEXISTING198.08 TC198.08 FL198.02 TC198.02 FL198.56 TC198.06 FL198.58 TC198.08 FL198.60 TC198.13 FL198.29 TC197.83 FL198.25 TC197.78 FL198.22 TC197.75 FL197.64 TC197.64 FL197.56 TC197.56 FL197.95 TC197.45 FL197.76 TC197.26 FL196.51 TC196.51 FL197.04 TC196.54 FL2.5%1.5%0.5%1.6%3.0%2
.
0%1.4%1.6%5.1%2
.
5%
1.0%1.5%1.0%1.5%0.2%198.08FS198.38FS197.85FS±197.8 FSMATCHEXISTING198.16FS198.24FS198.29FS198.21FS0.6%1.0%197.84 TC197.34 FL1.7%1.5%1.0%2.5%8.0%7.5%1.2%1.0%7.5%7.5%
7.5%198.68FS198.62FS198.67FS198.73FS1.0%198.54FS198.58FS197.31FS197.11FS1.4%0.8%7.2%2.0%3.5%1.2%197.43FL1
.
8%0.5%1
.
9
%1.0%±198.4 FS SAWCUT AP MATCH EXISTSTA=10+58.08 -9.73± (L) CL_Peach±197.6 FS SAWCUT AP MATCH EXISTSTA=10+23.25 -9.67± (L) CL_Peach±197.5 FS SAWCUT AP MATCH EXISTSTA=33+48.23 -11.38± (L) CL_Chorro±197.2 FS SAWCUT AP MATCH EXISTSTA=33+53.27 8.14± (R) CL_Chorro±197.1 FS SAWCUT AP MATCH EXISTSTA=33+70.90 8.10± (R) CL_Chorro±197.8 FS SAWCUT AP MATCH EXISTSTA=10+23.22 10.16± (R) CL_Peach±198.6 FS SAWCUT AP MATCH EXISTSTA=10+57.89 10.08± (R) CL_Peach0.8%0
.
1%197.45FL197.19 TC196.58 FL2.0%2.0%0.7%0.3%
0.
8
%±198.5 FSMATCHEXISTING2.5%7.9%
0.6
%
0
.
7%
0.8
%198.36FS7.2
%5.2%3.5%2.5%7.5%197.90FS197.60FS197.55FS197.75FS197.67FLSTA=33+48.25 18.8± (L) CL_ChorroSTA 1+00.00 CR_Peach(NE)N = 2299915.98E = 5766177.44STA 1+00.00 CR_Peach(SE)N = 2299886.06E = 5766245.13STA=10+57.91 20.1± (R) CL_Peach54541 6 6622
414534.7'17.6'7.4'34.8'8.5'8.5'7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEP
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | PEACH (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORROPEACH CURB RETURNSC-4.42SKYBLMSKYREMOVE EXISTING VEGETATIONAS NEEDED WITHIN ROWDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION196.0198.0200.0196.0200.0-0.54%-0.54%1.24%1.24%1.24%198.20+90198.2198.2198.16198.2198.14198.3198.11198.4198.08198.4198.05198.31+25198.03
198.2
198.06
198.0
198.12
197.9
198.18
198.3
198.24
198.21+50198.30
198.3
198.5
198.7
198.81+67L = 57.14'PVI STA = 1+00.00PVI ELEV = 198.66PVI STA = 1+24.75PVI ELEV = 198.56
PVI STA = 1+31.86
PVI ELEV = 198.02
PVI STA = 1+36.87
PVI ELEV = 198.08
PVI STA = 1+43.98
PVI ELEV = 198.67
PVI STA = 1+57.14
PVI ELEV = 199.00-0.41%-7.63%1.24%8.27%2.52%-0.41%-7.63%1.24%8.27%2.52%PVI STA = 1+00.00PVI ELEV = 198.19PVI STA = 1+24.75PVI ELEV = 198.06
PVI STA = 1+31.86
PVI ELEV = 198.02
PVI STA = 1+36.87
PVI ELEV = 198.08
PVI STA = 1+43.98
PVI ELEV = 198.17
PVI STA = 1+57.14
PVI ELEV = 198.33EXISTING GRADEFLOWLINETOP OF CURBWV
>>>>>>>>>>>>>>>>>>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^^^^^
^^^^3
4
+
0
010+001
+
6
7 0+901+00N34°23'42"W 5.00'Δ=89°58'0N
3
3
°
5
3
'
4
2
"W
4
.
9
9
'Δ=39°56'42" R=20.00' L=13.94'Δ=39°56'40" R=10.00' L=6.97'Δ=89°28'47"R=20.00'L=31.23'Δ=90°17'22"R=20.00'L=31.52'Δ=39°56'40" R=10.00' L=6.97'Δ=39°56'40" R=20.00' L=13.94'±198.2 TC±197.8 FLMATCHEXISTING±198.4 TC±197.9 FLMATCHEXISTING±198.7 TC±198.2 FLMATCHEXISTING±199.0 TC±198.3 FLMATCHEXISTING197.59 TC197.27 FL198.08 TC198.08 FL198.02 TC198.02 FL198.67 TC198.17 FL198.56 TC198.06 FL198.58 TC198.08 FL198.60 TC198.13 FL198.29 TC197.83 FL198.25 TC197.78 FL198.22 TC197.75 FL197.64 TC197.64 FL197.56 TC197.56 FL2.0%5.1%2.5%1.0%1.5%1.0%1.5%0.2%198.38FS198.16FS198.24FS198.29FS198.21FS0.6%1.0%1.7%1.5%1
.
0%2.5%8.0%7.5%3.4%1.2%1.0%
7.5%7.5%7.5%198.68FS198.62FS198.67FS198.73FS1.0%198.96FS198.54FS198.58FS197.75FS1.9%5.9%1.2%197.43FL1.8%1.9%1.0%±198.4 FS SAWCUT AP MATCH EXISTSTA=10+58.08 -9.73± (L) CL_Peach±197.6 FS SAWCUT AP MATCH EXISTSTA=10+23.25 -9.67± (L) CL_Peach±197.8 FS SAWCUT AP MATCH EXISTSTA=34+13.04 10.18± (R) CL_Chorro±198.3 FS SAWCUT AP MATCH EXISTSTA=34+29.02 10.14± (R) CL_Chorro±198.4 FS SAWCUT AP MATCH EXISTSTA=34+28.95 -11.23± (L) CL_Chorro±197.8 FS SAWCUT AP MATCH EXISTSTA=10+23.22 10.16± (R) CL_Peach±198.6 FS SAWCUT AP MATCH EXISTSTA=10+57.89 10.08± (R) CL_Peach0.8%198.87 TC198.27 FL0.1%3.0%±198.8 FSMATCHEXISTING±199.2 FSMATCHEXISTING7.5%197.45FL197.96 TC197.63 FL4.
7
%2.5%
2
.
6%0.7%0.3%0.8%2.5%7.9%0.6%0.7%0.8%198.36FS7.2%5.2%3.5%2.5%7.5%2.9%197.90FS197.60FS197.55FS197.75FS197.67FLSTA 1+00.00 CR_Peach(SE)N = 2299886.06E = 5766245.13STA=10+57.91 20.1± (R) CL_PeachSTA 1+00.00 CR_Peach(SW)N = 2299828.96E = 5766193.19556614 1 4 5
4434.7'17'16'34.8'8.5'7.4'8.5'7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHO
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PEACH CURB RETURNSC-4.43SKYBLMSKYREMOVE EXISTING VEGETATIONAS NEEDED WITHIN ROWRELOCATE EXISTING LANDSCAPEMETER AND SERVICE LINESDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION196.0198.0196.0-1.73%-4.42%-1.73%-2.14%-2.14%198.40+90198.1197.85197.81+00197.62197.6197.40197.4197.24197.2197.15197.2197.06197.11+25196.96
197.0
196.85
196.9
196.74
196.8
196.63
196.7
196.53
196.51+50196.42
196.4
196.31
196.3
1+74L = 63.64'PVI STA = 1+00.00PVI ELEV = 198.17PVI STA = 1+13.01PVI ELEV = 197.59PVI STA = 1+20.13PVI ELEV = 197.15PVI STA = 1+25.13PVI ELEV = 197.06
PVI STA = 1+32.25
PVI ELEV = 197.41
PVI STA = 1+63.64
PVI ELEV = 196.90-4.42%-6.31%-1.73%4.99%-1.64%-4.42%-6.31%-1.73%4.99%-1.64%PVI STA = 1+00.00PVI ELEV = 197.85PVI STA = 1+25.13PVI ELEV = 197.06PVI STA = 1+13.01PVI ELEV = 197.27PVI STA = 1+20.13PVI ELEV = 197.15
PVI STA = 1+32.25PVI ELEV = 196.91PVI STA = 1+63.64PVI ELEV = 196.24EXISTING GRADEFLOWLINETOP OF CURBWVWVWM>>>>^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
^^^^^^^^^^34+001+001+
7
40+901+00N55°50'22"E 1.08'Δ=39°57'29" R=20.00' L=13.95'Δ=39°57'42" R=10.00' L=6.97'=31.51'N34°23'42"W 5.00'Δ=89°58'09"R=20.00'L=31.41'Δ=39°56'15" R=10.00' L=6.97'Δ=39°56'47" R=20.00' L=13.94'31.23'±196.9 TC±196.3 FLMATCHEXISTING±198.2 TC±197.8 FLMATCHEXISTING±199.0 TC±198.3 FLMATCHEXISTING197.59 TC197.27 FL197.06 TC197.06 FL197.15 TC197.15 FL197.41 TC196.91 FL197.35 TC196.82 FL197.23 TC196.67 FL198.67 TC198.17 FL196.90 TC196.40 FL196.47 TC196.47 FL196.85 TC196.35 FL196.78 TC196.28 FL8.0%197.65FS197.67FS197.97FS±198.3 FSMATCHEXISTING197.71FS197.80FS197.75FS197.66FS197.09FS197.121
.
5%1.0%7.5%2.0%5.7
%
3
.
3%0.5%1
.
9%4.0%1.8%1.0%
1.0%1.8%7.5%
1.9%2.9%5.9%±197.0 FS SAWCUT AP MATCH EXISTSTA=9+75.95 -4.18± (L) CL_Peach±196.5 FS SAWCUT AP MATCH EXISTSTA=9+42.97 -4.29± (L) CL_Peach±196.6 FS SAWCUT AP MATCH EXISTSTA=9+43.48 10.04± (R) CL_Peach±197.2 FS SAWCUT AP MATCH EXISTSTA=9+77.78 10.01± (R) CL_Peach±197.8 FS SAWCUT AP MATCH EXISTSTA=34+13.04 10.18± (R) CL_Chorro±198.3 FS SAWCUT AP MATCH EXISTSTA=34+29.02 10.14± (R) CL_Chorro±198.4 FS SAWCUT AP MATCH EXISTSTA=34+28.95 -11.23± (L) CL_Chorro198.87 TC198.27 FL7.5%197.96 TC197.63 FL4.7%4.2%2.5%1.2%1.1%1.2%4.5%1.5%
1.
8
%
2.
3
%±197.1 FSMATCHEXISTING2.9%±198.2 FSMATCHEXISTING2.2%2.9%STA=34+29.04 17.1± (R) CL_ChorroSTA 1+00.00 CR_Peach(SW)N = 2299828.96E = 5766193.19STA 1+00.00 CR_Peach(NW)N = 2299854.25E = 5766127.75STA=9+43.02 19.8± (L) CL_Peach5434216623
4
.
3
'17'16'33'14'8.4'7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADEP
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORRO - SEE PREVIOUS SHEETPEACH CURB RETURNSC-4.44SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION195.0196.0198.0195.01.06%0.51%1.06%0.65%0.51%196.00+90196.1196.12196.11+00196.17196.2196.22196.3196.28196.4196.33196.5196.38196.61+25196.44
196.6
196.48
196.6
196.51
196.5
196.54
196.6
196.56
196.71+50196.59
196.6
196.6
196.6
196.61+69L = 58.51'PVI STA = 1+00.00PVI ELEV = 196.62PVI STA = 1+26.41
PVI ELEV = 196.90
PVI STA = 1+33.52
PVI ELEV = 196.47
PVI STA = 1+38.53
PVI ELEV = 196.51
PVI STA = 1+45.64
PVI ELEV = 197.04
PVI STA = 1+58.51
PVI ELEV = 197.291.06%-5.97%0.65%7.54%1.93%1.06%-5.97%0.65%7.54%1.93%PVI STA = 1+00.00PVI ELEV = 196.12PVI STA = 1+26.41
PVI ELEV = 196.40
PVI STA = 1+58.51
PVI ELEV = 196.61
PVI STA = 1+33.52
PVI ELEV = 196.47
PVI STA = 1+38.53
PVI ELEV = 196.51
PVI STA = 1+45.64
PVI ELEV = 196.54EXISTING GRADEFLOWLINETOP OF CURBWVWVWMWMWMPP>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^1+690+901+00N55°50'22"E 1.08'N
3
4
°
2
3
'
4
2
"W
5
.
0
0
'Δ=39°57'29" R=20.00' L=13.95'Δ=39°57'42" R=10.00' L=6.97'Δ=90°15'34"R=20.00'L=31.51'ΔΔ=39°56'15" R=10.00' L=6.97'Δ=39°56'47" R=20.00' L=13.94'N
3
4
°
0
5
'
0
2
"W
1
0
.
0
0
'±196.6 TC±196.1 FLMATCHEXISTING±196.9 TC±196.3 FLMATCHEXISTING±197.3 TC±196.6 FLMATCHEXISTING197.06 TC197.06 FL197.41 TC196.91 FL197.35 TC196.82 FL197.23 TC196.67 FL197.76 TC197.26 FL196.90 TC196.40 FL196.51 TC196.51 FL196.47 TC196.47 FL197.04 TC196.54 FL196.85 TC196.35 FL196.78 TC196.28 FL1
.
4%197.84 TC197.34 FL197.65FS197.71FS197.66FS±196.8 FSMATCHEXISTING197.09FS197.09FS197.31FS±197.5 FSMATCHEXISTING197.07FS197.12FS197.11FS197.16FS1.4%0.0%1.5%2.6%0.8%1.0%0.8%1.0%7.5%2.0%0.8%7.2%5.7%2.0%3.5%3.3%0.5%1.0%2.9%±197.5 FS SAWCUT AP MATCH EXISTSTA=33+48.23 -11.38± (L) CL_Chorro±197.2 FS SAWCUT AP MATCH EXISTSTA=33+53.27 8.14± (R) CL_Chorro±197.1 FS SAWCUT AP MATCH EXISTSTA=33+70.90 8.10± (R) CL_Chorro±197.0 FS SAWCUT AP MATCH EXISTSTA=9+75.95 -4.18± (L) CL_Peach±196.5 FS SAWCUT AP MATCH EXISTSTA=9+42.97 -4.29± (L) CL_Peach±196.6 FS SAWCUT AP MATCH EXISTSTA=9+43.48 10.04± (R) CL_Peach±197.2 FS SAWCUT AP MATCH EXISTSTA=9+77.78 10.01± (R) CL_Peach7.5%197.19 TC196.58 FL2.0%2.0%1.2%1.1%1.2%4.5%1.5%1.8%2.3%±197.1 FSMATCHEXISTING2.9%STA 1+00.00 CR_Peach(NE)N = 2299915.98E = 5766177.44STA 1+00.00 CR_Peach(NW)N = 2299854.25E = 5766127.75STA=9+43.02 19.8± (L) CL_Peach5444324 2
11
666
224TRIM EXISTING BUSHES ASNEEDED WITHIN ROW34.3'17.6'22.6'33'14'7.4'8.4'7'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHO
R
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PEACH CURB RETURNSC-4.45SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION215.5216.0218.0220.0215.5220.01.50%11.16%-1.04%-3.32%9.67%215.70+90216.2216.61+00217.12217.1217.61217.6218.16218.1
218.34
218.4
218.29
218.31+25218.1
217.9
217.7
217.5
217.31+49L = 24.03'PVI STA = 1+05.00PVI ELEV = 217.12PVI STA = 1+10.31PVI ELEV = 217.64PVI STA = 1+16.06
PVI ELEV = 218.28
PVI STA = 1+20.27
PVI ELEV = 218.34
PVI STA = 1+26.03
PVI ELEV = 218.28
PVI STA = 1+29.03
PVI ELEV = 218.18
PVI STA = 1+05.00PVI ELEV = 217.74PVI STA = 1+10.31PVI ELEV = 218.20PVI STA = 1+16.06
PVI ELEV = 218.28
PVI STA = 1+20.27
PVI ELEV = 218.34
PVI STA = 1+26.03
PVI ELEV = 218.78
PVI STA = 1+29.03
PVI ELEV = 218.681.50%1.31%7.64%-3.32%8.73%EXISTING GRADEFLOWLINETOP OF CURBS
D WVWVWVSS
S
S
S
S
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SWVWWW^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^3
7
+
0
010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.731+490+901+00Δ=90°06'54"R=10.00'L=15.73'±217.7 TC±217.1 FLMATCHEXISTING±218.7 TC±218.2 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.14 TC217.64 FL218.78 TC218.28 FL1+00Δ =9 0 °00'38"R=10.00'L=15.71'Δ=90°05'35"R=10.00'L=15.72'±219.28 TC±218.62 FLMATCHEXISTING218.99 TC218.99 FL218.01TC/FS218.19FS218.25FS3.0%0.8%
1.5%
1.4%9.2%0.0%1.6%0.0%1.5%0.5%5.0%1.5%1.1%219.33FS±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_Chorro±217.6 FS SAWCUT AP MATCH EXISTSTA=37+63.23 39.74± (R) CL_Chorro±218.8 FS SAWCUT AP MATCH EXISTSTA=37+29.20 15.31± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA=37+34.20 20.30± (R) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=37+34.21 33.63± (R) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro±219.1 FS SAWCUT AP MATCH EXISTSTA=37+08.17 0.00± (L) CL_Chorro220.11 TC220.11 FL3.6%1.5%7.7%7.7%11.6%220.66 TC220.16 FS219.46 TC218.96 FL220.07 TC220.07 FL220.32LIP220.36LIP8'16.1'5.9'STA=37+08.12 18.9± (L) CL_ChorroSTA 1+05.00 CR_Mill(NW)N = 2299569.93E = 5766349.647.4%2.5%218.75 TC218.25 FS8.4%3.3%±218.4 FS SAWCUT AP MATCH EXISTSTA=37+18.17 15.34± (R) CL_Chorro7.5%1.5%5.9%5.3%STA=9+66.39 20.1± (L) CL_Mill5.0%8.1%15'7'7.5'9.2'2445
53664242 2
212
212442EXISTING IRRIGATION BOXTO BE PROTECTED IN PLACELOWER EXISTING BOX ~0 TO 0.40CONTRACTOR SHALL CONTACT ENGINEERBEFORE BOX IS ADJUSTED TO GRADE11'7.1'13.3'43.1'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHO
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILLMILL CURB RETURNSC-4.46SKYBLMSKYDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION216.0218.0220.0216.0220.0-5.87%-1.80%-4.14%-720.00%-5.78%220.10+90220.1219.98220.11+00219.69220.0219.39219.9219.18220.2
219.09
220.2
219.00
219.41+25218.05
218.6
217.76
218.1
217.47
217.5
217.0
216.61+49L = 42.8'PVI STA = 0+98.00PVI ELEV = 220.39PVI STA = 1+13.00PVI ELEV = 219.22
PVI STA = 1+25.79
PVI ELEV = 218.99
PVI STA = 1+40.80
PVI ELEV = 218.02 -7.80%-1.80%-6.44%PVI STA = 0+98.00PVI ELEV = 220.10PVI STA = 1+13.00PVI ELEV = 219.22
PVI STA = 1+25.79PVI ELEV = 218.99PVI STA = 1+26.71PVI ELEV = 218.95PVI STA = 1+26.81
PVI ELEV = 218.23
PVI STA = 1+40.80
PVI ELEV = 217.42 EXISTING GRADEFLOWLINETOP OF CURBSDSDSD
WVSDMHRIM = 220.74'INV = 218.8'SDDIINV = 219.0'SSSSSSSSSSSSSSSSSSWVWWWW WWWW WW^^^^^^^^^^
^^^
^
^^^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^38+0010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28E=5766388.73Δ =9 0 °0 6 '5 4 "R=10.00'L=15.73'±217.7 TC±217.1 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.14 TC217.64 FL0+901+001
+
4
9Δ=89°56'05" R=10.00' L=15.70'Δ=90°05'35"R=10.00'L=15.72'220.7±LIP MATCHEXISTING221.3±219.22 TC219.22 FL218.99 TC218.99 FL±220.4 TC±220.1 FLMATCHEXISTING±218.0 TC±217.4 FLMATCHEXISTING218.19FS218.25FS3.0%0.8%1.5%1.4%9.
2
%0.0%1.6%0.0%10.8%5.0%1.5%1
.
1%8.0%6.3%±218.6 FSMATCHEXISTING219.33FS219.36FS±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_Chorro±217.6 FS SAWCUT AP MATCH EXISTSTA=37+63.23 39.74± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA=37+34.20 20.30± (R) CL_Chorro±217.3 FS SAWCUT AP MATCH EXISTSTA=37+34.21 33.63± (R) CL_ChorroSTA 1+05.00 CR_Mill(NW)N = 2299569.93E = 5766349.64STA=37+94.95 16.7± (R) CL_ChorroSTA 0+98.00 CR_Mill(SW)N = 2299526.78E = 5766399.597.4%2.5
%8.4%STA=9+66.39 20.1± (L) CL_Mill220.56TC/FS2.4%5.0%8
.
1
%
1
5
'15'7'7
.
5
'25
5532 4 6 1422661 30"X24"221222221.59 TC221.59 FL221.67 TC221.67 FL1.5%1.5%1.6%1.6%4.5%7.0%7.6%2.4%6.6%1.2%7.7%0.0%221.66FS221.75FS±221.7 FSMATCHEXISTING221.91FS20.6%22.9%±220.2 FLMATCHEXISTING±221.2 FLMATCH0.5%3.3%RAISE ~0.07 TO 0.48CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE
7.1'13.3'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | MILL (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMIL
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MILL CURB RETURNSC-4.47SKYBLMSKYPROTECT AND PRESERVEEXISTING UNDERDRAINDATE: 11/11/22EXPIRES: 9/30/23
ELEVATION220.0222.0224.0220.0-26.75%22.84%-4.37%-1.50%-6.23%223.20+90222.9222.5222.1221.5221.52221.2
221.77
221.5
221.63
220.81+25221.43
220.6
220.77
220.3
220.3
221.0
221.01+50221.0
221.01+58L = 23.44'PVI STA = 1+13.53PVI ELEV = 221.18PVI STA = 1+16.73PVI ELEV = 221.91
PVI STA = 1+22.32
PVI ELEV = 221.67
PVI STA = 1+27.37
PVI ELEV = 221.59
PVI STA = 1+33.31
PVI ELEV = 221.22
PVI STA = 1+36.97
PVI ELEV = 220.24EXISTING GRADEFLOWLINESDSDSDSDSDWV WV
SDMH
RIM = 220.7
4
'
INV = 218.
8
'
SDDI
INV = 219.
0
'
SDDIGRATE = 221.6'INV = 219.8'SSS
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S
SWWWWWW
W^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^38+0010+001+000+901+001+5810.00'L=15.71'Δ=89°56'05" R=10.00' L=15.70'Δ=90°05'35"R=10.00'L=15.7±222.14 TC±221.51 FLMATCHEXISTING220.7±LIP MATCHEXISTING221.3±LIP MATCHEXISTING219.22 TC219.22 FL±220.4 TC±220.1 FLMATCHEXISTING0.5%1.5%1.1%8.0%6.3%219.33FS219.36FS±221.8 FS SAWCUT AP MATCH EXISTSTA=37+63.29 -33.14± (L) CL_Chorro±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_Chorro±222.5 FS SAWCUT AP MATCH EXISTSTA=37+51.22 -41.04± (L) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro220.11 TC220.11 FL12.4%220.36LIPSTA=37+94.95 16.7± (R) CL_ChorroSTA 0+98.00 CR_Mill(SW)N = 2299526.78E = 5766399.592.4%15'7'7.5'9.2'554 3 222466126622
130"X24"2242221.59 TC221.59 FL221.67 TC221.67 FL1.5%
1.5%1.6%1.6%4.5%7.0%
7.6%
2.4%6.6%1.2%7.7%0
.
0
%221.66FS221.75FS±221.7 FSMATCHEXISTING221.95FS221.91FS20.6%2
2
.
9%±220.2 FLMATCHEXISTING±221.2 FLMATCHEXISTING0.5%±222.0 FSMATCHEXISTING±222.3 FSMATCHEXISTING3.3%RAISE ~0.07 TO 0.48CONTRACTOR SHALL CONTACTENGINEER BEFORE PG&E BOXESARE ADJUSTED TO GRADE41.1'NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910EXISTING GRADEPROPOSED GRADECHO
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILL - SEE PREVIOUS SHEETMILL CURB RETURNSC-4.48SKYBLMSKY
NOTES1.THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ONTOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTINGIMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFYFIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNINGAGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.2.SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED INTHE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO"UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION ANDREQUIREMENTS.3.IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.4.ALL GRADING SHALL BE IN CONFORMANCE WITH APPLICABLE LOCAL GRADINGORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN,AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISINGGEOTECHNICAL ENGINEER. REFER TO "GRADING NOTES" ON THE GENERAL NOTESSHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.5.THE GEOTECHNICAL ENGINEERING REPORT, IN ITS ENTIRETY, SHALL BE CONSIDERED APART OF THESE PLANS.6.REFER TO LANDSCAPE PLANS FOR SIGNAGE, SITE FURNISHINGS, AND PAVEMENTFINISHING.7.NO GRADING, TRENCHING, OR GROUND DISTURBING ACTIVITIES SHALL BECONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN.8.REFER TO "GEOTECHNICAL SPECIAL INSPECTIONS" ON THE GENERAL NOTES SHEET FORREQUIRED CONTINUOUS AND PERIODIC INSPECTION AND TESTING OF SOILS.9.REFER TO "EARTHWORK QUANTITIES" ON THE GENERAL NOTES SHEET FORAPPROXIMATE CUT AND FILL DATA.10.ADJUST EXISTING UTILITY MANHOLES AND VAULTS TO GRADE IN CONFORMANCEWITH APPLICABLE LOCAL STANDARDS AND SPECIFICATIONS.11.LANDSCAPE IRRIGATION TRENCHING AND INSTALLATION SHALL BE COMPLETEDPRIOR TO BIO-RETENTION SOIL MEDIA INSTALLATION AND PLANTING.12.RESTORE LANDSCAPING IN KIND WITH EXISTING, TYPICAL WHERE TRIMMING ISNECESSARY.PROTECTION KEY NOTESPROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN.PROTECT AND PRESERVE EXISTING UTILITY VAULTS, MANHOLES, AND OTHER SURFACEAPPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY.PROTECT AND PRESERVE EXISTING FIRE HYDRANT IN PLACE.PROTECT AND PRESERVE EXISTING UTILITY POLES AND STREET LIGHTS IN PLACE.NOT USED.PROTECT AND PRESERVE EXISTING SIDEWALK/DRIVEWAY IN PLACE.SITE PREPARATION KEY NOTESREMOVE AND PROPERLY DISPOSE OF EXISTING CURB, GUTTER, AND SIDEWALK.REMOVE AND PROPERLY DISPOSE OF EXISTING CURB DRAIN INFRASTRUCTURE.REMOVE AND PROPERLY DISPOSE OF EXISTING DRIVEWAY.REFER TO SIGNAGE AND STRIPING PLANS FOR SIGN DISPOSITION.SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT.PROTECT IN PLACE (E) STORM DRAIN INLET. REPLACE (E) STORM DRAIN GRATE WITHHONEYCOMB CALTRANS TYPE 18-8S OR 24-10S, MODIFIED TO FIT. REFER TO CALTRANSSTD D77B. DIMENSIONS PER PLAN. INSTALL FILTREXX STORMEXX CLEAN CATCH BASININLET FILTER, OR APPROVED EQUAL.REMOVE AND REINSTALL SPEED HUMP (TYPE 2) PER CITY STD. 7320 & 7321.REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING CONCRETE CURB AND GUTTER.12345612345678910SDSDSDSDWVWVWVWVWMSDMHSDDIGRATE = 221.6'INV = 219.8'SSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^^^^^^^^^37+0010+00INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28Δ=90°06'54"R=10.0 0 'L =15 .7 3 '±218.7 TC±218.2 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.78 TC218.28 FL0+901+001+51Δ=90°00'38"R=10.00'L=15.71'Δ=89°56'05" R=10.00' L=15.70'±219.28 TC±218.62 FLMATCHEXISTING±222.14 TC±221.51 FLMATCHEXISTING221.3±LIP MATCHEXISTING218.19FS218.25FS3.0%0.8%1.5%1.4%9.2%0.0%1.6%0.0%1
.
5%0.5%±221.8 FS SAWCUT AP MATCH EXISTSTA=37+63.29 -33.14± (L) CL_Chorro±218.8 FS SAWCUT AP MATCH EXISTSTA=37+29.20 15.31± (R) CL_Chorro±218.6 FS SAWCUT AP MATCH EXISTSTA=37+34.20 20.30± (R) CL_Chorro±222.5 FS SAWCUT AP MATCH EXISTSTA=37+51.22 -41.04± (L) CL_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () CL_Chorro±219.1 FS SAWCUT AP MATCH EXISTSTA=37+08.17 0.00± (L) CL_Chorro222.02 FSMATCH EXISTING220.11 TC220.11 FL219.48 FSMATCH EXISTING3.7%1.0%3.6%1
.
5%7.7%7.7%1
1
.
6%12.4%220.66 TC220.16 FS219.46 TC218.96 FL219.53TC/FS1.3%220.07 TC220.07 FL220.32LIP220.36LIP8'1
6
.
1
'
5
.
9
'STA=37+08.12 18.9± (L) CL_ChorroSTA 1+00.00 CR_Mill(NE)N = 2299618.58E = 5766380.082.5%8.4%3.3%±218.4 FS SAWCUT AP MATCH EXISTSTA=37+18.17 15.34± (R) CL_Chorro9.2'2 4
455 64232
2266222112 42221.59 TC221.59 FL221.67 TC221.67 FL1.5%1.5%1.6%
1.6%
4.
5
%7.6%2.4%6.6%1.2%0.0%221.75FS221.91FS2
0
.
6%±221.2 FLMATCHEXISTING0
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5%±222.3 FSMATCHEXISTING3.3%LOWER EXISTING BOX ~0 TO 0.40CONTRACTOR SHALL CONTACT ENGINEERBEFORE BOX IS ADJUSTED TO GRADE11'7.1'41.1'43.1'ELEVATION217.0218.0220.0222.0217.0220.00.39%13.87%6.85%7.56%10.24%
218.10+90218.4218.62218.6218.96218.9
219.65
219.1
220.08
219.4
220.10
219.7
220.15
220.21+25220.52
220.4
220.91
220.9
221.42
221.4
221.8
222.21+50222.31+51L = 40.88'PVI STA = 1+00.00PVI ELEV = 219.28
PVI STA = 1+24.59
PVI ELEV = 220.11
PVI STA = 1+13.00
PVI ELEV = 220.07
PVI STA = 1+05.00PVI ELEV = 219.46
PVI STA = 1+40.88PVI ELEV = 222.140.39%7.62%3.60%12.43%
PVI STA = 1+00.00PVI ELEV = 218.62PVI STA = 1+05.00PVI ELEV = 218.96
PVI STA = 1+13.00
PVI ELEV = 220.07
PVI STA = 1+24.59
PVI ELEV = 220.11
PVI STA = 1+34.71
PVI ELEV = 220.88
PVI STA = 1+40.88
PVI ELEV = 221.51EXISTING GRADEFLOWLINETOP OF CURBCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMIL
L
MILL CURB RETURNSC-4.49SKYBLMSKYRAMP EXCEPTIONDATE: 11/11/22EXPIRES: 9/30/23
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036NOTE: MARKINGS SHALL BE MELT-DOWNTHERMOPLASTIC SHEETS (ENNIS FLINT ORCITY-APPROVED EQUIVALENT PRODUCT).WHITE ARROW WITH 1.5"BLACK BORDER2.5" YELLOW CIRCLE, BLACKBACKGROUND WITH WHITE PEDSYMBOL2.5" GREENCIRCLE, BLACKBACKGROUNDWITH WHITE BIKESYMBOL16"40"18"7"22"30"30"6"CIVIL DETAILSBIKE BUFFERFNOT TO SCALETRAVEL6" WHITE Typ.WIDTHPER PLAN
CLEDGE OF PAVEMENT5'DIRECTION OF TRAVELWHITE SHARROWGREEN BIKE LANE COATINGPER SPECIAL PROVISIONS9'3'3'3"GREENBACK SHARROWCNOT TO SCALEBIKE BUFFER AT DRIVEWAYHNOT TO SCALE45°, 10 O.C. (U.O.N.)DIRECTION OF TRAVELDRIVEWAY6" WHITEWHITE TYPE IV LEFT TURN ARROWPER CALTRANS STD. AT HALF SIZEWHITE BIKE LANE SYMBOL WITHOUTPERSON PER CALTRANS STD.GREEN BIKE LANE COATING PERPROJECT SPECIAL PROVISIONS U.O.N.8' U.O.N.10' U.O.N.LEFT-TURN BIKE BOX DNOT TO SCALEBIKE/PED DIRECTIONAL SYMBOLSNOT TO SCALEE4"10"GREEN AREA = 230 SQFTWHITE MARKINGS = 45.5 SQFTGREEN WAY SYMBOLBNOT TO SCALENOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY8"8"ZICLA ZEBRA GNOT TO SCALEC-5.16'WIDTH PER PLANZICLA ZEBRA CYCLE TRACK LANE SEPARATORSSIZE:ZEBRA9, COLOR: WHITEBIKE BUFFERPER DETAIL FGREENWAY SIGNNOT TO SCALEA24"x36" SIGN,BACKGROUND:GREEN, LEGEND:WHITECITY WILL PROVIDE GRAPHIC FILESBACKGROUND:GREENLEGEND & BORDER:WHITERIGHT ARROW PLAQUELEFT ARROW PLAQUEDOUBLE ARROW PLAQUE24'6"24"36"BIKE BUFFERPER DETAIL FCONCRETEMEDIAN PERDETAIL J10'WIDTH VARIESPER PLAN10'BIKE LANE WIDTH
VARIES PER PLAN
2'6'6" WHITE Typ.GREEN AREA = 20 SQFTWHITE MARKINGS = 5.92 SQFT8" GRIDGREENBACK CHEVRONINOT TO SCALEGENERAL NOTES:A.Green bike lane pavement coating shall be Methyl Methacrylate (MMA) specifically designed forapplication on asphalt or concrete pavements, such as Color-Safe of STREETBOND CL or approvedequal. Low-odor alternatives to MMA, such as SealMaster Safe Ride or preformed thermoplastic may beused at the discretion of the City Engineer. Pavement coating to be installed by manufacturer certifiedinstaller per manufacturer's specifications. Bike lane coating shall conform to the following FederalHighway Administration (FHWA) requirements for green bike lanes:1. The daytime chromaticity coordinates for the color used for green colored pavement shall be asfollows:The daytime luminance factor (У) shall be at least 7, but no more than 35.2. The nighttime chromaticity coordinates for the color used for green colored pavement shall be asfollows:Prior to installation, the contractor shall submit a color sample and manufacturer specificationsindicating compliance with the FHWA requirements as indicated above. City shall receive submittalsof green pavement coating and approve prior to application.B.Specific placement and application of green bike lane markings to be determined by the City Engineeron a case-by-case basis.CASE 1SOLID GREENBIKE LANECASE 2DASHED GREEN BIKE LANEEXTENSION APPROACHINGINTERSECTION RIGHT TURNCONFLICT AREASCASE 3DASHED GREEN BIKE LANEEXTENSION THROUGHINTERSECTIONS ANDACROSS DRIVEWAYSGreen Bike LanePavement Coating,typicalWhite 6" StripeWhite Bike Lane Symbol withPerson per Caltrans StandardWhite 6" StripeONE-WAYTWO-WAY4.0'8.0'2.0'3.0'2.0'3.0'Yellow 6"StripeYellow 6" Stripe4.0'8.0'GREEN BIKE LANE MARKINGSNOT TO SCALEJGREEN AREA = 40 SQFTWHITE MARKINGS = 15 SQFTGREEN AREA = 105 SQFTWHITE MARKINGS = 18 SQFTDATE: 11/11/22EXPIRES: 9/30/23
7.50"6"1.50"CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CIVIL DETAILSC-5.2VARIES3.0'GUTTER LIPPERPLANFACE OFCURBSIDEWALKCENTER LINESTRIPEPERPLANR=1.5' (TYP)R= 1.5' (TYP.)SEE LANDSCAPEPLANS FORPLANTER BOXPLAN LP201.30"PEXCO CITY POSTOBJECT MARKER MODELEAC, 18" WHITE WITH 3YELLOW WRAPWHITE CURB PAINTALONG MEDIAN NOSE(TYP)6.0"44"AABBSECTION B-BSEE DOWELED 6"CONCRETE CURB44"R=0.25' (TYP)R=0.25' (TYP)EXPANSIONJOINTEXPANSIONJOINTR=0.5"#4 REBAR AT 4'-0"OC, 12" MIN LENGTH,DRIVEN IN PLACESECTION B-B: 6" DOWELED CONCRETE CURBEXISTING PAVEMENTTO REMAIN, U.O.N.6"
5"6" CONCRETE(CLASS 3)436"3EXISTINGPAVEMENT TOREMAIN, U.O.N.SECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE4#4 LONGITUDINAL BARNOTCHED CURB MEDIANNOT TO SCALEKSLOPE TOWARDSGUTTER (1%-2%)2231.5"1.5"33"5#4 LONGITUDINAL BAR6" CONCRETE(CLASS 3)MEDIAN INSTALLATION NOTES:ON MEDIANS OVER 30' INLENGTH INSTALL 12" WIDEOPENINGS AT A 45° ANGLE INTHE DIRECTION OF SURFACEFLOW, 10' MINIMUM FROMNOSE END OF CURB MEDIANAND AT 20' SPACING.6" CONCRETE CURB,DOWELLED IN TO EXISTINGPAVEMENT SURFACE.CLASS 3 CONCRETE WITHEXPANSION JOINTS ANDWEAKENED PLANE JOINTS PERCITY STD 4110.#4 REBAR AT 4'-0" OC, 12" MIN.LENGTH, DRIVEN IN PLACE#4 LONGITUDINAL BARMEDIAN WORK SHALLCONFORM TO TO THEPROVISIONS IN SECTION 73, OFTHE STANDARDSPECIFICATIONS.12345PER PLAN3'4AA36"3EXISTINGPAVEMENT TOREMAIN, U.O.N.LAYOUTSECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARDIRECTIONOF TRAVEL SLOPE TOWARDSGUTTER (1%-2%)R1.25'223GUTTER LIPPERPLANSIDEWALKCURB FACE16PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP1.5"1.5"33"1.25' WIDE CONCRETE MEDIAN DETAIL NOT TO SCALEM6" CONCRETE(CLASS 3)415"3EXISTINGPAVEMENT TOREMAIN, U.O.N.#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARSLOPE TOWARDSGUTTER (1%-2%)223PER PLAN1.25'GUTTER LIPPERPLANSIDEWALKBBLAYOUTDIRECTION
OF TRAVELCURB FACER0.6256"SECTION B-B12"1PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP1.5"1.5"3' WIDE CONCRETE MEDIAN DETAIL NOT TO SCALELPEXCO CITY POSTOBJECT MARKER MODELEAC, 18" WHITE WITH 3YELLOW WRAP16"6"DATE: 11/11/22EXPIRES: 9/30/23
BIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE.6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGHDEEPENED CURB6"
6"
2'2' MIN 3" MULCH12" CURB WITHDEEPENED FOOTINGFG PER PLANPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS3:1 MAXPROPOSED GUTTER,FG PER PLANREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE24" MIDSTATE CONCRETE CATCH BASIN(CB 24" x 24", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE.ROTATE, AS NEEDED, TO FIT OUTGOINGCULVERT INTO SIDE WALL.6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)18" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"
6"
2'2' MIN 3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311PROPOSED GUTTER,FG PER PLAN3:1
MAXPROPOSED VERTICALCONCRETE CHECK DAM6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONSFG PER PLANREFER TO STRUCTURALDETAIL 22 ON SHEET S-311SEE LANDSCAPE PLANS FORPLANTING INFORMATION6" SDR35 PVC SD CLEANOUTWITH CAP AT FINISHED GRADE12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)8" HDPE STORM DRAIN(SLOPE PER PLAN)PUNCH THROUGH DEEPENEDCURB IF NECESSARY6"6"2'2'3" MULCHREFER TOSTRUCTURAL DETAIL22 ON SHEET S-311FG PER PLAN6" PERFORATED SDR35 PVCSLOPED UNDERDRAIN(SLOPE PER PLAN)12"REFER TO STRUCTURALDETAIL 22 ON SHEET S-311PROPOSED 18" GUTTERFG PER PLANSEE LANDSCAPE PLANS FORPLANTING INFORMATIONBIORETENTION SOIL MIX (BSM)SEE LANDSCAPE PLANSCLASS II DRAIN ROCK PERCALTRANS SPECIFICATIONS2'2'PROPOSED AC PAVINGSDSDSDSDSDSDSD
SDSDSDMHRIM = 235.08INV = 230.7 30" E18" N/SSDMHRIM = 234.91INV = 231.3' SSD^^^^^^^^^^^^^^^^^^^^^^^^12+001-1C-5.21C-5.22-2C-5.212" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)234.1 TG231.5 INV8" HDPE SD @0.5% MINSIDEWALK UNDERDRAINPER CITY STD 3420INSTALL 3"-6" ROUNDEDDECORATIVE COBBLEENERGY DISSAPATOR,MINIMUM DEPTH = 12"SEE SHEET C-3.4 FOR BIKEPATH, PROFILE, AND SECTION2' CURBCUTEXISTING SDMHRIM = 234.91INV = 231.3CONNECT TO EXISTING.CONTRACTOR TO FIELD FIT,CORE, AND SEAL AS NEEDED.234.94 FS234.90 FS235.00BSW235.01BSW235.12BSW235.04BSW235.10 BSWMATCH EXIST235.03 TC234.53 FL234.50 TC/FL234.35 TC/FL234.83 TC234.33 FL235.04 FS233.6 FG234.3 ROCK234.86 FS234.96BSW234.82 TC234.14 FL234.84 TC234.12 FL233.6 FG234.89 TC234.04 FLMATCH EXIST235.10 TC234.60 FLMATCH EXIST234.86 SAWCUT APMATCH EXIST234.65 SAWCUT APMATCH EXISTSTA=11+89.44 19.0± (L)CL_RamonaSTA=11+89.44 9.7± (L)CL_RamonaSTA=11+89.44 25.0± (L)CL_RamonaSTA=12+42.00 9.7± (L)CL_RamonaSTA=12+42.01 18.9± (L)CL_RamonaSTA=12+42.13 25.3± (L)CL_RamonaSD233.9FG6" PERFORATED SDR35PVC SD @0.5% MIN234.86 TC234.36 FL234.92 TC234.42 FLSEE CONCRETE ENERGYDISSIPATION STRUCTUREDETAIL, THIS SHEET234.92BSWPROPOSED 2' CURB CUTPROPOSED 18" CURB ANDGUTTER PER CITY STD 4030INSTALL RIVER ROCK ENERGYDISSAPATOR WITH 4"-8" STONEMINIMUM DEPTH = 12"PROPOSED WATER QUALITYTREATMENT FACILITYTRANSITION FROM6" TO 0" CURBPROPOSED 18" CURB ANDGUTTER PER CITY STD 40302'6"PROPOSED 12" CURBCONCRETE LINED BOTTOM6" WIDE CONCRETE WEIR, ORSTAINLESS STEEL WEIR PLATE,OR APPROVED EQUAL4.17'1'6"(7) #4 BARS(1) #4 BARPROPOSED 12" CURBPROPOSED 6" WIDECONCRETE WEIR, ORSTAINLESS STEEL WEIRPLATE, OR APPROVEDEQUAL. SEE SECTION VIEW100.00 FG99.75 FG99.50 FGFLOWROCK LINED SWALEPROPOSED SIDEWALKUNDERDRAIN3"-6" ROUNDED DECORATIVECOBBLE, 6" DEEPPROPOSED RETAININGWALLCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
AS NOTEDNOVEMBER 11, 20221417-05-CU211000036CIVIL DETAILSC-5.3WALNUT STORMWATER TREATMENT SECTION5-5NOT TO SCALEWALNUT STORMWATER TREATMENT SECTION6-6NOT TO SCALEMISSION STORMWATER TREATMENT SECTION3-3NOT TO SCALEMISSION STORMWATER TREATMENT SECTION4-4NOT TO SCALERAMONA STORMWATER TREATMENT SECTION1-1NOT TO SCALERAMONA STORMWATER TREATMENT SECTION2-2NOT TO SCALERAMONA BIKE PATH DRIVEWAY GRADING AND STORMWATER TREATMENT DETAILSCALE: 1" = 5'2' CURB CUT DETAILNOT TO SCALEWEIR SECTIONNOT TO SCALECONCRETE ENERGY DISSIPATION STRUCTURENOT TO SCALE1DATE: 11/11/22EXPIRES: 9/30/23
C1
CKT-5
C2
C3
C4
PWRCKT-7
TIME CLOCK
DMX512 CONTROLLER
120VAC IN
24VDC POWER SUPPLY
COMM
+24VDC
COMM
+24VDC
SPARE
SPARE
SPARE
DMX-OUT
CKT-3
DMX512 SPLITTER
COMM
+24VDC
DMX-IN
DMX-OUT1
DMX-OUT2
METER PEDESTAL
FOR FUTURE
FENCE LIGHT
PULL BOX PULL BOX
POLE
LIGHT
POLE
LIGHT
PULL BOX
FUTURE LED
DRIVER FOR
FENCE LIGHTS
PULL BOX
POLE
LIGHT
POLE
LIGHT
PULL BOX PULL BOX
POLE
LIGHT
POLE
LIGHT
PULL BOX PULL BOX PULL BOX PULL BOX PULL BOX
D D
FUTURE LED
DRIVER FOR
FENCE LIGHTS
D D
FUTURE LED
DRIVER FOR
FENCE LIGHTS
D
FUTURE LED
DRIVER FOR
FENCE LIGHTS
D D
FUTURE LED
DRIVER FOR
FENCE LIGHTS
D D
FUTURE LED
DRIVER FOR
FENCE LIGHTS
D
1
2
3
5
4
6
7
8
9
7
10 10 10 10 8
10 10 10 10 8
7 7 7 7
7 7 7 7 7
9
TYP
PC
11
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGO
GO
GO
AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21 ELECTRICAL NOTES, LEGEND, AND SINGLE LINE DIAGRAME-0.1
GENERAL NOTES
1.CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH
CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION
AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF
THE FOLLOWING PUBLICATIONS:
A.CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE,
2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS
AS APPLICABLE.
2.SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE
AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS
ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS
WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,
TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF
NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.
3.LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND
OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED
PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY
LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS
TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND
SPLICE BOXES).
4.ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE
NOTED.
5.ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE
TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL
FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE
THWN/THHN.
6.DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD
VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS,
FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH
OTHER EQUIPMENT.
(R)
UC
UG
UON
(TBR)
TYP
NIC
NL
P POLE
MSB
MTTB
(N) NEW
ABBREVIATIONS
AMPERE
AMP FUSE RATING
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AMPERES INTERRUPT CAPACITY
AMP SWITCH RATING
BELOW FINISH GRADE
CIRCUIT BREAKER
CIRCUIT
CONDUIT
EXISTING
ELECTRICAL CONTRACTOR
EXHAUST FAN
CA. ELECTRICAL CODE
(E) IN (N) LOCATION
(E) TO BE (R)
FIRE ALARM
FIRE ALARM CONTROL PANEL
GROUNDING CONDUCTOR
GENERAL CONTRACTOR
GROUND
GALVANIZED RIGID STEEL
MECHANICAL CONTRACTOR
ISOLATED GROUND
GANGED WITH SWITCH
MAIN CIRCUIT BREAKER
LIGHTING
MAIN LUGS ONLY
FUTURE
GROUND FAULT CKT INTERRUPTER
(E) POWER HOMERUN
POWER/COMM.
SINGLE RECEPT.
DUPLEX RECEPT.
DUPLEX- HALF SWITCHED
DOUBLE DUPLEX
SPECIAL CONFIGURATION
DUPLEX- FLOOR OUTLET
LETTER ADJACENT INDICATES
FIXTURE TYPE
A
RECESSED FLUOR.
SURFACE FLUOR.
FLUOR. STRIP UON
TRACK LIGHT
DIRECTIONAL FLOOD
EXIT LIGHT- WALL
EMERGENCY FIXTURE
POLE LIGHT
POLE LIGHT- DECORATIVE
TANDEM-WIRED LAMPS
(ARROW INDICATES DIRECTION)
EXIT LIGHT- CEILING
BOLLARD
FA
2 DPST
OCCUPANCY SENSOR
W/THERMAL OVERLOAD
DUAL LEVEL SWITCHING
SWITCHLEG DESIGNATION
P W/PILOT LIGHT
KEY OPERATED
,a
OS
K
3-WAY
4-WAY
DIMMER
TIMER SWITCH
D
T
3
4
MC
MCB
MLO
IG
GWS
LTG
GFI
GND
GRS
G
FACP
GC
CONDUIT STUB (W/MARKER)
VERTICAL CONDUIT RUN
FLEXIBLE CONNECTION
SURFACEMOUNT RACEWAY
SWITCHES
SPST
CONDUIT SEAL
LOW VOLTAGELV
(E)
(EXN)
(EXR)
(F)
EC
EF-#
CEC
CKT
C
AS
BFG
CB
NOTE: INTERPRET IN CONTEXT
LIGHT FIXTURES
CEILING SURFACEMOUNT
WALL SURFACEMOUNT
RECESSED DOWNLIGHT
RECESSED WALLWASH
LEGEND
PENDANT MOUNT NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)
EXISTING TO REMAIN
CONDUIT/WIRE
ISOLATED GROUND
E
NEW
AFF
AFG
AIC
A
AFUNDERGROUND
PHONE/DATA COMBO OUTLET
GROUND FAULT CIRCUIT INTERRUPTGFI
MOUNTED ABOVE COUNTER*
MOUNTED ABOVE COUNTER*
CONDUIT ONLYC.O.
PV PHOTOVOLTAIC
J JUNCTION BOX
MAIN SWITCHBOARD
NOT IN CONTRACT
NIGHT LIGHT
RELOCATE(D)
TO BE REMOVED
TYPICAL
UNDERCABINET
UNDERGROUND
VOLT AMPERES
WATT, WIRE
WEATHERPROOF (NEMA 3R)
UNLESS OTHERWISE NOTED
MAIN TELEPHONE TERMINAL BOARD
FUSIBLE SWITCH
Ø
GROUND
PHASE
TELEPHONE OUTLET
DATA OUTLET
SAFETY DISCONNECT
TELEVISION OUTLET
MISCELLANEOUS
CIRCUIT BREAKER
THERMOSTATT
MOTOR
TV
VOLTV
WP
VA
W
SINGLE LINE DIAGRAM NOTES
'MP' METER PEDESTAL
100A, 120/240, 1PH, 3W, NEMA 3R
TC
100A
2P
G
#6
20A
1P
CHORRO UNDERPASS SINGLE LINE DIAGRAM
REFERENCE NOTES
1.3" C.O. FOR PG&E SECONDARY. ROUTE EXISTING
WOOD POLE. CONFIRM WITH PG&E HANDOUT
PACKAGE.
2.METER PEDESTAL. 316 STAINLESS STREET.
MYERS MEUG32-S OR EQUAL. PROVIDE WITH
PHOTOCELL AND PHOTOCELL WINDOW.
3.4 CIRCUIT ASTRONOMIC TIME CLOCK AND
LIGHTING CONTACTOR. INTERMATIC ET2845CP.
4.FENCE BACK LIGHTING 24VDC POWER SUPPLY
AND CONTROLLER WITH DMX COLOR CONTROL.
FRESCO PART # FCS-7-DMX.
5.#3-1/2 PULL BOX PER CITY STANDARDS.
6.2"C - 2#10 THWN & 1#10 GND
7.2"C.O. WITH PULL ROPE.
8.1"C - 1.5PR#16 TSP FOR BACKLIGHT DMX SIGNAL &
1PR#16 FOR 24VDC POWER TO DPI BOX
9.1"C - SPARE (PULL ROPE ONLY)
10.IRRIGATION CONTROLLER PER LANDSCAPE
PLANS
11.2"C FOR IRRIGATION CONTROL CABLES PER SITE
PLAN.
12.SEE WIRING BLOCK DIAGRAM FROM ADDITIONAL
CONDUIT DETAILS.
13.3/4"C - 2#12 THWN & 1 #12 GND.
X
1
INSTALL PERMANENT LABELS AT ALL NEW
AND MODIFIED SWITCHBOARDS,
DISTRIBUTION AND BRANCH PANELBOARDS
AND DISCONNECT SWITCHES.
MAXIMUM AVAILABLE
FAULT CURRENT
XX.XXXKAIC
DATE: M/D/YR
ACTUAL
CALCULATED FAULT
CURRENT
ACTUAL DATE OF
FAULT CURRENT
CALCULATION
1.PER NEC 110.24 AND 110.21 PROVIDE LABELS ON
ELECTRICAL SERVICE EQUIPMENT INDICATING MAXIMUM
AVAILABLE FAULT CURRENT AND DATE OF FAULT CURRENT
CALCULATION. REFER TO LABELING DETAILS, THIS SHEET.
2.PER NEC 110.16 AND 110.21 PROVIDE LABELS AND
MARKINGS ON ELECTRICAL DISTRIBUTION EQUIPMENT (I.E.
SWITCHBOARDS, PANELBOARDS) INDICATING POTENTIAL
ARC FLASH HAZARDS. REFER TO LABELING DETAILS, THIS
SHEET.
ARC FLASH LABEL NOTES
N
#6
GFI RECEPT.
2
20A
1P
PS/LC
15A
1P
20A
1P
POLE
LIGHTS
FUTURE
FENCE
LIGHTS
3 4
5
5
8
5
6 7
6
IC
11
10
-ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION UNLESS OTHERWISE NOTED.
-EXPOSED CONDUIT SHALL BE GALVANIZED RIGID CONDUIT. BURIED CONDUIT MAY BE SCHEDULE 80 PVC AS ALLOWED BY CEC.
-ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED
AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON
USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN.
-ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).
-PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE BEEN MADE FOR DESEGREGATION OF THE ELECTRICAL
CIRCUITS. THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.
87
67
15A
1P
9
9
12
CHORRO UNDERPASS LIGHTING CONTROL BLOCK DIAGRAMA
D
REFERENCE NOTES
1.4 CIRCUIT ASTRONOMIC TIME CLOCK AND LIGHTING CONTACTOR. INTERMATIC ET2845CP.
2.FENCE BACK LIGHTING 24VDC, 20W POWER SUPPLY.
3.DMX512 CONTROLLER WITH COLOR CONTROL. FRESCO PART # FCS-7-DMX.
4.CAT6 ETHERNET CABLE. 300VAC RATED INSULATION.
5.DPI512 4-WAY SPLITTER. HYDREL PART # DPI4WHYD.
6.#3-1/2 PULL BOX PER CITY STANDARDS. TYPICAL.
7.2"C - 2#10 THWN & 1#10 GND
8.2"C.O. WITH PULL ROPE.
9.(2)1"C - FOR FUTURE BACKLIGHT DMX SIGNAL AND SPARE. PROVIDE PULL ROPE IN EACH.
10.2"C & (2)1"C SPARE CONDUITS WITH PULL ROPES.
11.PROVIDE PHOTO CELL IN PHOTOCELL WINDOW OF METER PEDESTAL.
X
13
NORTH CHORRO GREENWAYNOVEMBER 11, 2022
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSTOPW3/4"C - 2#12 THWN & 1#12 GND
IRRIGATION
CONTROLLER PER
LANDSCAPE PLANS
(E) METER PEDESTAL. USE EXISTING
20A/1P BREAKER LABELED
"IRRIGATION" TO FEED NEW
IRRIGATION CONTROLLER. USE
EXISTING 20A/1P "SPARE" BREAKER
TO FEED PATHWAY LIGHTS. RE-LABEL
AS "PATH LIGHTING".
(E) PULL BOX AND 2"C CONDUIT.
ROUTE NEW CIRCUITS THROUGH
PULL BOX AND SPARE CONDUIT.
NEW PATHWAY LIGHTS PER CITY
STANDARD 7905. TYPICAL OF 6.
2"C - 2#10 THWN & 1#10 GND.
2"C - SPARE (PULL ROPE ONLY).
TYPICAL.
A
-
SD
SD
SD
SDSDSDSDSDSDSDSDSDSD SD SD
PP
WM
EB
EBSTOPA
-
NEW PATHWAY LIGHTS PER CITY
STANDARD 7905.
NEW PATHWAY LIGHTS PER CITY
STANDARD 7905.
2"C - 2#10 THWN & 1#10 GND.
2"C - SPARE (PULL ROPE ONLY).
TYPICAL.
24" MIN
TRACER WIRE
WARNING
TRACER TAPE
2" CONDUIT POLE
LIGHTS
2" SPARE CONDUIT
2" MIN2" MIN
11" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGO
GO
GO
AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21 ELECTRICAL PLANS - BIKE PATHE-1.1
NORTH
SCALE:
BIKE PATH
1"=20'-0"
MATCHLINE - SEE SHEET RIGHT
MATCHLINE - SEE SHEET LEFT
NORTH
SCALE:
BIKE PATH
1"=20'-0"
LIGHTING CIRCUIT TRENCH DETAIL
NOT TO SCALE
A
-NORTH CHORRO GREENWAYNOVEMBER 11, 2022
SDSDSDWVWVWVWM SDSTOPMETER PEDESTAL. FOUNDATION AND
ANCHOR PER CITY STANDARD 7510.
INSTALL IN CITY R.O.W
IRRIGATION CONTROLLER
PER LANDSCAPE PLANS.
3"C.O. FOR PG&E SECONDARY. TRENCH
ALONG BUFFER AREA UNLESS
ADDITIONAL CLEARANCE IS REQUIRED
TO AVOID EXISTING UTILITIES.
STUB CONDUIT UP AT EXISTING PG&E
POLE WITH TRANSFORMER FOR NEW
SERVICE RISER.
#3-1/2 PULL BOX
(TYP)
#3-1/2 PULL BOX (TYP)
NEW LIGHTS PER CITY STANDARD
7905. PLACE CENTER OF NEW POLE
FOUNDATION APPROXIMATELY 36"
BEHIND NEW CURB
TYPICAL OF 4.
NEW LIGHTS PER CITY STANDARD 7905. SUBSTITUTE
WITH 16FT POLE AND BOTTOM OF LUMINAIRE
MOUNTED AT APPROXIMATELY THE SAME ELEVATION
AS THE BOTTOM OF THE OVERPASS (~12-13FT POLE
ASSUMED). VERIFY IN FIELD BEFORE ORDERING.
PLACE CENTER OF NEW POLE AS CLOSE TO BACK OF
NEW HIGH CURB AS PRACTICAL.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - FOR IRRIGATION CABLES PER
LANDSCAPE PLANS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
2"C - 2#10 THWN & 1#10 GND (POLE LIGHT)
2"C - SPARE (PULL ROPE ONLY).
(2)1"C - FUTURE FENCE BACKLIGHT DMX
SIGNAL AND SPARE CONDUITS.
B
-
A
-
C
-
~25'±
~25'±
~25'±
~25'±
1"C FOR FUTURE DMX
SIGNAL CABLE
BETWEEN FUTURE LED
DRIVERS. TYPICAL.
ALL SPARE CONDUITS
SHALL STUB OUT AT
BACK OF NEW CURB
APPROXIMATELY 6"
ABOVE GRADE. CAP
CONDUITS.
CONTRACTOR TO ROUTE CONDUITS EITHER
IN FRONT OF EXISTING FREEWAY SUPPORT
PILLARS AND NEW CURB OR BEHIND BASED
ON FIELD CONDITIONS. TYPICAL.
2"C - FOR IRRIGATION CONTROL WIRES.
TRACER WIRE
WARNING
TRACER TAPE
3" PG&E SECONDARY
CONDUIT. REFER TO PG&E
GREENBOOK FOR
ADDITIONAL REQUIREMENTS
2" MIN
7" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
30" MIN*
3FT BELOW CROSSING
UTILITIES OR 7FT,
WHICHEVER IS
DEEPER 30" MINTRACER WIRE
WARNING
TRACER TAPE
1" CONDUITS FOR FUTURE
FENCE LIGHTING
2" CONDUIT FOR POLE
LIGHTS
2" SPARE CONDUIT
2" MIN2" MIN
11" MIN
2" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
2" CONDUIT FOR IRRIGATION
WIRES. WHERE OCCURRING.
18" MIN
30" MIN*
3FT BELOW
CROSSING UTILITIES
OR 7FT, WHICHEVER
IS DEEPER
TRACER WIRE
WARNING
TRACER TAPE
1" CONDUITS FOR FUTURE
FENCE LIGHTING
2" CONDUIT FOR POLE
LIGHTS
2" SPARE CONDUIT
2" MIN2" MIN
14' MIN
2" MIN
REFER TO CITY STANDARD
DETAILS 6010, 6020, 6030, 6040
FOR ADDITIONAL TRENCH AND
LOCATION REQUIREMENTS.
2" IRRIGATION VALVE
CONTROL CONDUIT
BACKFILL TRENCH PER CITY
STANDARD 6035
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAYGO
GO
GO
AS NOTED
OCTOBER 21, 2022
1000036
1417-05-CU21 ELECTRICAL PLAN - CHORRO UNDERPASSE-1.2
NORTH
SCALE:
CHORRO UNDERPASS
1"=20'-0"
SECONDARY TRENCH DETAIL
NOT TO SCALE
B
-
LIGHTING CIRCUIT TRENCH DETAIL
NOT TO SCALE
A
-
CHORRO CROSSING TRENCH DETAIL
NOT TO SCALE
C
-
GENERAL NOTE
A.ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION. MOST UTILITIES ARE NOT SHOWN
INCLUDING. OTHER UTILITIES SUCH AS SEWER, WATER, CATV, TELEPHONE, FIBER, AND
POWER ARE LOCATED WITHIN THE PROJECT AREA. CONTRACTOR SHALL LOCATE EXISTING
UTILITIES PRIOR TO STARTING WORK, CONTRACTOR SHALL ADJUST ROUTING TO AVOID
EXISTING UTILITIES AND MAINTAIN CLEARANCES PER MOST RESTRICTIVE UTILITY
STANDARDS/REQUIREMENTS.
B.LATERALS ARE NOT SHOWN ON PLANS. LOCATING LATERALS IS THE RESPONSIBILITY OF THE
CONTRACTOR AND ANY DAMAGE TO A LATERAL MUST BE REPAIRED IMMEDIATELY AND AT
NO COST TO THE CITY.
C.ALL SPARE CONDUITS SHALL HAVE NUMBERED PULL ROPE INSTALLED.
D.DEPTH OF CONDUITS ARE SHOWN AS MINIMUMS. IN ORDER TO AVOID OTHER UTILITY
CROSSINGS THAT THE DEPTH OF TRENCH MAY NEED TO BE INCREASED TO PROVIDE
SUFFICIENT CLEARANCE BELOW EXISTING UTILITIES AS DIRECTED BY THE ENGINEER.
PROVIDE 36" BELOW CROSSING UTILITIES
NORTH CHORRO GREENWAYNOVEMBER 11, 2022
SYMBOLMANUFACTURER/MODELARCPSIRADIUSHUNTER MP STRIP PROS-12-PRS40-CV-F LSTLCS405'x15'HUNTER MP STRIP PROS-12-PRS40-CV-F RSTRCS405'x15'HUNTER MP1000 PROS-12-PRS40-CV-F M90-2104014'HUNTER MP1000 PROS-12-PRS40-CV-F O3604014'HUNTER MP2000 PROS-12-PRS40-CV-F K90-2104019'RAIN BIRD RWS-B-C 1401360403'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD XCZ-100-LCWIDE FLOW DRIP CONTROL KIT, FOR LIGHTCOMMERCIAL USES. 1" PEB VALVE, WITH 1" PRESSUREREGULATING 40PSI BASKET FILTER. 0.3-20 GPM.PIPE TRANSITION POINT ABOVE GRADEPIPE TRANSITION POINT FROM PVC LATERAL TO DRIPTUBINGAREA TO RECEIVE DRIP EMITTERSRAIN BIRD XB-PCSINGLE OUTLET, PRESSURE COMPENSATING DRIPEMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0GPH=BLACK, AND 2.0 GPH=RED. COMES WITH ASELF-PIERCING BARB INLET X BARB OUTLET.Emitter Notes:0.5 GPH emitters (2 assigned to each 5 gal plant)0.5 GPH emitters (2 assigned to each 1 gal plant)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD PESBR-PRS-DELECTRIC REMOTE CONTROL VALVE FOR RECLAIMEDWATER APPLICATIONS WITH SCRUBBER MECHANISMAND PRESSURE REGULATOR.RAIN BIRD 44-LRC1" BRASS QUICK-COUPLING VALVE, WITHCORROSION-RESISTANT STAINLESS STEEL SPRING,LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY.MATCO-NORCA 759CBRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECEBODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLIDBRASS BALL, THREADED, WITH PTFE SEATS. C X C. SAMESIZE AS MAINLINE PIPE.SUPERIOR 3100 1"NORMALLY OPEN DESIGN, SOLID BRASSCONSTRUCTION, ELECTRIC.FEBCO 825Y LF 3/4"REDUCED PRESSURE BACKFLOW PREVENTERCALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)PEDESTAL ENCLOSURE MOUNTED INSTALLATIONCS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE CONTROLLER (CITY STANDARD DETAIL #8520)PEDESTAL ENCLOSURE MOUNTED INSTALLATIONCS3-8-S/CS3-GR-BUNDLE-2/FM 1UCALSENSE TEE INSERTED FLOW SENSORWATER METER 3/4"(CITY STANDARD DETAIL #6210) EXISTING CITY SERVICEMAIN, NEW METER REQUIRED. INSTALL 3/4" WATER METERWITH 1" SERVICE LATERALWATER METER 3/4"(CITY STANDARD DETAIL #6210) CITY`S POTABLE WATERSERVICE. INSTALL 3/4" WATER METER WITH 1" SERVICELATERALIRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40PIPE SLEEVE: PVC SCHEDULE 40PIPE SLEEVE: SLEEVES SHALL BE TWO TIMES LARGER INDIAMETER THAN WATER SUPPLY LINE. EXTEND SLEEVES 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTIONLRMOKMVBFC1C2M#"#Valve NumberValve SizeValve FlowValve Callout#IRRIGATION SCHEDULEIRRIGATION NOTES1.CONTRACTOR SHALL SLEEVE ALL LATERALS AND MAINLINES RUNNING UNDER PAVING. PIPE SLEEVE SIZE SHALL ALLOW FORIRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES MINIMUM 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION.2.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION.MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12"FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.3.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THEIRRIGATION CONTRACTOR.4.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.5.CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACHCONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLTSERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST ISTO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.6.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULDCONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPEARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.7.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THATOBSTRUCTIONS, PLANT MATERIAL SPACING, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THATMIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.8.CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.9.WIRE BETWEEN CONTROLLER AND VALVES TO BE COLOR STRANDED AND NOT A 2-WIRE SYSTEM.10.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACHSPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.11.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.12.PROVIDE PVC SHUTOFF VALVE FOR EACH VALVE.13.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATIONDURING AND FOLLOWING ALL CONTRACT WORK.14.CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PERTHE OWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, ANDADJUSTING ARC PATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE OWNER.15.CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALL SLEEVES UNDER PAVING SHALL RECEIVEIDENTIFYING MARK ON TOP OF HARDSCAPE AT EDGE OF PLANTER TO INDICATE LOCATION OF SLEEVE. EXTEND ALL SLEEVES18" BEYOND EDGE OF HARDSCAPE, TYP.16.ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROMADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING ENTRIES.17.EXTRA VALVE WIRES SHALL BE PROVIDED FOR EACH VALVE STATION NOT USED ON PROPOSED. CONTROLLER. UNLESSOTHERWISE NOTED ON PLANS, VALVE WIRES SHALL BE EXTENDED AND LOCATED IN TWO (2) VALVE BOXES EACH LOCATED ATPOLAR OPPOSITE ENDS OF THE PROJECT SITE.18.FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES, OPERATION INDICATORS AND FLUSH VALVES INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.19.FOR LANDSCAPE AREAS TO RECEIVE IRRIGATION, CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWINGARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BEPERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLYOPERATIONAL.20.TREES NOT SERVICED BY IRRIGATION TO RECEIVE TEMPORARY TREE WATERING BAG, PER SPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036MMMMJCLI001WELO CERTIFICATION OF COMPLIANCETHIS LANDSCAPE PLAN, WHEN INSTALLED, WILL COMPLY WITH THE COUNTY OF SAN LUIS OBISPO MUNICIPALCODE AND THE WATER CONSERVATION MANDATE 'WATER EFFICIENT LANDSCAPE ORDINANCE' (WELO)PREPARED IN ACCORDANCE WITH THE WATER EFFICIENT LANDSCAPE WORK SHEETS APPENDEX A ANDAPPENDEX B. THE WUCOLS VALUES WERE GIVEN IN THE PLANT APPENDICES LOCATED IN THE RICE RANCHSPECIFIC PLAN DESIGN GUIDELINES AND ARE USED TO DETERMINE PF (PLANT FACTOR) VALUE IN THECALCULATION IN THE CONSTRUCTION DOCUMENT PHASE.THE WATER CONSERVATION METHOD FOR THE NEW LANDSCAPE PLANT MATERIAL WILL HAVE A LOW TOLOW/MED PF (PLANT FACTOR) RATING AND THE ETWU (ESTIMATED TOTAL WATER USE) PER YEAR IS ESTIMATED TOBE WITH IN THE MAXIMUM ALLOWABLE WATER ALLOCATION (MAWA) WHICH WILL BE CALCULATED FOR THEPROJECT. ADDITIONALLY, A 'SMART CONTROLLER' WITH A CLIMATE CONTROL WEATHER STATION WILL BE USEDTO MONITOR THE IRRIGATION WATER AND PRO-RATE DAILY WATER CONSUMPTION TO THE MINIMUMREQUIREMENTS FOR EACH HYDROZONES. ALL TREES WILL BE IRRIGATED ON SEPARATES SYSTEMS SO THAT ONCEESTABLISHED, WATER CAN BE REGULATED IN A MORE EFFICIENT MANNER.xMELANIE MILLS, LANDSCAPE ARCHITECT RLA NO. 5394WATER CALCULATIONSIRRIGATION NOTES AND SCHEDULE11/11/2022CONTACT CALSENSE REP: JEFF(760) 580-9428CONTACT CALSENSE REP: JEFF(760) 580-9428
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12" PIPE1"34"EXISTING CONTROLLERLOCATION. PROTECT INPLACECONTRACTOR TO TIE INTO EXISTINGTREE BUBBLER IRRIGATION VALVEDOWNSTREAM OF VALVE ANDPROVIDE ADDITIONAL PIPING ANDBUBBLERS TO NEW TREES. MATCHBUBBLER EQUIPMENT TO EXISTINGHAND TRENCH IRRIGATION PIPING TOAVOID EXISTING IRRIGATION & LANDSCAPE34"34"7+858+009+00IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 539410000360feet401" = 20'2060FERRINI [7+85 - 9+05]1" = 20' HORIZONTAL SCALELI101IRRIGATION PLAN
HIGHWAY 1 / N.SANTA ROSAHIGHLAND DRIVEFERRINI ROADN
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^^^^^^11+0012+00>>>>>>>>>>STOPSTOPFOOTHILL BLVD
SD SDSDSDSDSDSDSDSDSDSDSDSDSD SDMH
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INV = 230.7 30" E
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SDDIGRATE = 245.18'INV = 240.8' BOTTOMUTILITY VAULTSBENCH
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INV = 231.3' S
SDDIGRATE = 245.28'INV = 241.3'WVWV WVWMWM SSSS SS SS SSSSSSSSSSMBFMV34"A30.441"112"1"112"1"34"C1LR2A11"A117.0A21"A234"34"1"34"1"114"114"1"112"21+0012+0013+0010+0011+0012+0013+0014+0015+0015+6911+0012+00IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.UTILITIES NOTES:1.ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH ASCATV, TELEPHONE, FIBER, AND POWER ARE LOCATEDWITHIN THE PROJECT AREA. CONTRACTOR SHALLLOCATE ALL EXISTING UTILITIES PRIOR TO STARTINGWORK. CONTRACTOR SHALL ADJUST ROUTING TOAVOID EXISTING UTILITIES AND MAINTAIN CLEARANCESPER MOST RESTRICTIVE UTILITYSTANDARDS/REQUIREMENTS.2.NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATINGLATERNALS IS THE RESPONSIBILITY OF THE CONTRACTORAND ANY DAMAGE TO A LATERAL MUST BE REPAIREDIMMEDIATELY AND AT NOT COST TO THE CITY.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 539410000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]1" = 20' HORIZONTAL SCALELI102IRRIGATION PLAN REMOVE ALL ABANDONED IRRIGATIONLINES IN PROJECT AREA (TYPICAL)CAP EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE (TYPICAL)IRRIGATION FOR ALL NEW TREESLOCATED ON LDS CHURCH PROPERTYBY LDS CHURCH (TYPICAL)REMOVE ALL ABANDONED IRRIGATIONLINES IN PROJECT AREA (TYPICAL)FOOTHILL BLVD
RAMONA DRPROVIDE 120VAC TO THIS LOCATION.PULL APPLICABLE VALVE WIRES TOTHE CONTROLLER.CAP ALL EXISTING IRRIGATION LINES AT LDSCHURCH PROPERTY LINE AS NEEDED (TYPICAL)COORDINATE LOCATION OF ELECTRICALSLEEVE WITH ELECTRICAL SERVICE. PROVIDE3/4" CONDUIT FOR POWER SERVICE TOCONTROLLER.LOCATE IRRIGATION CONTROLLER,PROVIDE GROUND MOUNTINSTALLATION PER CITY STANDARDDETAIL #8520.MMMMJC11/11/2022
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IRRIGATION NOTES:SEE LI001 FOR IRRIGATION SCHEDULE AND NOTES.UTILITIES NOTES:1.ROUTING OF NEW UTILITIES ARE ONLY A SUGGESTION.NOT ALL UTILITIES ARE SHOWN. DRY UTILITIES SUCH ASCATV, TELEPHONE, FIBER, AND POWER ARE LOCATEDWITHIN THE PROJECT AREA. CONTRACTOR SHALLLOCATE ALL EXISTING UTILITIES PRIOR TO STARTINGWORK. CONTRACTOR SHALL ADJUST ROUTING TOAVOID EXISTING UTILITIES AND MAINTAIN CLEARANCESPER MOST RESTRICTIVE UTILITYSTANDARDS/REQUIREMENTS.2.NOT ALL LATERALS ARE SHOWN ON PLANS. LOCATINGLATERNALS IS THE RESPONSIBILITY OF THE CONTRACTORAND ANY DAMAGE TO A LATERAL MUST BE REPAIREDIMMEDIATELY AND AT NOT COST TO THE CITY.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 539410000360feet401" = 20'2060CHORRO [26+50 - 33+25]1" = 20' HORIZONTAL SCALELI103IRRIGATION PLAN CONTRACTOR TO REPLACE EXISTING METER BOX WITH NEWMETER BOX, PROVIDE NEW M2 3/4" METER AND HOT TAPCONNECTION WITH 1" SERVICE LATERAL TO CITY MAIN PER CITYSTANDARD DETAIL #6210.COORDINATE LOCATION OF ELECTRICAL SLEEVE FOR LOWVOLTAGE WIRE WITH ELECTRICAL SERVICE. PROVIDE 3/4" CONDUIT.SEE CIVIL PLANS FOR IRRIGATION SLEEVE LOCATION (TYPICAL)WALNUT STCALTRANS ROWCALTRANS ROWCALTRANS ROWCALTRANS ROWCALTRANS ROWCALTRANS ROWLOCATE IRRIGATION CONTROLLER ADJACENT TO ELECTRICALSERVICE PEDESTAL (SEE ELECTRICAL PLANS), PROVIDE GROUNDMOUNT INSTALLATION PER CITY STANDARD DETAIL #8520.CHORRO STMMMMJC11/11/2022
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036LANDSCAPE IRRIGATION DETAILSLI501SCH 80 NIPPLE (2-INCH LENGTH,HIDDEN) AND SCH 40 ELL24-INCH LINEAR LENGTH OFWIRE, COILEDWATER PROOF CONNECTION (1 OF 2)ID TAG4"
MAX.VALVE BOXTOP OF MULCHREMOTE CONTROL VALVEPVC SCH 80 NIPPLE. SIZE PERPLAN. LENGTH AS REQUIRED.BRICK (1 OF 4)SCH 40 PVC ELL FITTINGPVC MAINLINE PIPEPVC SCH 40 TEE OR ELLPVC SCH 40 MALE ADAPTERPVC UNION12" DEEP 3/4" CRUSHED AGGREGATEBASENOTES:1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.BALL VALVE (LINE SIZED)REMOTE CONTROL VALVE1" = 1'-0"2RRM-1417.05-16PRESSURIZED MAINLINE PVC PIPE.3/4" CRUSHED AGGREGATE BASE.ONE (1) CUBIC FT. MIN.SCHEDULE 40 PVCMALE ADAPTER.12
MIN.COMMON BRICKS FORSUPPORT. MIN. THREE.BALL VALVE. CENTER IN BOXEXTENSION FOR 12" METER BOX.SIZE AS REQUIRED.12" ROUND METER BOX.NOTE:PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.BALL VALVE1" = 1'-0"FINISH GRADE2"VALVE BOX1RRM-1417.05-78NOTES:1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER MODULE.2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER.3. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.1" TURF AREAS2" SHRUB AREASFLOW5 X PIPE DIA.10 X PIPE DIA.MAINLINE. SIZE PER PLANFINISH GRADE.VALVE BOX EXTENSION.JUMBO VALVE BOX.JUMBO PLASTIC VALVE BOXWITH 2 - 6" EXTENSIONS &LOCKING COVER.BRICKS. ONE AT EACHCORNER OF JUMBO VALVEBOX.12" DEEP 34" CRUSHEDAGGREGATE BASE2 CONDUCTOR SHIELDED CABLES.CONNECT TO TRANSMITTER.FLOW SENSOR. MATCHDIRECTION OF FLOW.SCH 80 PVC MALE ADAPTERS,WHEN REQUIRED (2).WATERPROOF CONNECTORS.FLOWNO VALVES, REDUCERS,OR ELBOWS IN THIS AREAFLOW SENSOR3/4" = 1'-0"10" MIN.10" MIN.5"RRM-1417.05-8431 1/2" = 1'-0"TYPICAL DRIP TUBING LAYOUTCOMPRESSION FITTING.PLANT GRAPHICDRIPLINE EDGE.METAL 1/2" DRIP TUBING STAKE.SINGLE-OUTLET EMITTER WITH BARB INLET.STAKE EMITTERS AT END OFLINE ON 12" DRIP STAKE.TYPICALCOMPRESSIONFITTING.NOTES:A.PLACE EMITTERS 34 BETWEEN THE TRUNK AND OUTER DRIPLINE.B.EVENLY SPACE EMITTERS AROUND PLANT.C.STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0"MAX O.C.D.1/4" 'SPAGHETTI' TUBING IS NOT PERMITTED.E.SEE SCHEDULE FOR NUMBER OF EMITTERS PER PLANT.1/2" FLEXIBLE DRIP TUBINGRRM-1417.05-8541 1/2" = 1'-0"DRIP FLUSH VALVE10" DIAMETER VALVE BOX.COIL 24" TO 30" OF DRIP TUBING IN THE BOX.34" PVC BALL VALVE WITH SHORTNIPPLE.12" DRIP TUBING.SET VALVE BOX 2" ABOVE FINISHEDGRADE OF SHRUB AREA.4" THICK LAYER OF WASHED GRAVEL.THE BOX SHALL REST UPON THE ROCKBED. DO NOT EXTEND GRAVEL INTOBOX.12" DRIP TUBING TO 34" FPT ADAPTER.5RRM-1417.05-861 1/2" = 1'-0"QUICK COUPLING VALVE IN BOXRRM-1417.05-876PLANFGNATIVE SOILSCH. 40 P.V.C TEE SxSxTLATERAL LINESCH 80 PVC SWING JOINTTREE BACKFILL, SEE PLANTING DETAILS3/4" WASHED CRUSHED AGGREGATE BASEBUBBLER NOZZLE (ABOVE ROCK) ONRISER, SEE IRRIGATION LEGENDDEEP ROOT WATER SYSTEM ASSEMBLY,W/ TAMPER PROOF GRATE. PROVIDEFILTER FABRIC SLEEVE PER MANUFACTURER.ROOTBALLTREE TRUNK6"SECTIONLATERAL LINESCH 80 PVC SWING JOINTDEEP ROOT WATER SYSTEM ASSEMBLY,W/ TAMPER PROOF GRATE. WRAP NYLONMESH TUBE W/ FILTER FABRICNOTES :1.USE PIPE TEFLON TAPE ONALL PIPE THREADS. TIGHTENTHREADS UNTIL MODERATELYSNUG (DO NOTOVERTIGHTEN).2.LOCATE TREE BUBBLER ONROOT BALL SIDE OF ROOTCONTROL BARRIERS.3.WHERE POSSIBLE, LOCATETREE BUBBLER AWAY FROMADJACENT HARDSCAPEAREAS TO DISCOURAGE ROOTGROWTH UNDER PAVING.TREE BUBBLER3/4" = 1'-0"RRM-1417.05-887MAINLINE COMBINED WITH LATERAL LINEMAINLINE WITH CONTROL WIRELATERAL LINEMIN. 36" UNDER1"(E) PAVING2"MIN.4"CVR.LIFT 2 LIFT 34"2"MIN.LIFT 3LIFT 2CVR.12" MIN. FORLATERALS CVR.2"MIN.LATERAL LINETRACER TAPE3 x's DIAOF MAINLINESAND COVERPRESSURE LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BED3 x's DIAOF LATERALLINEWATER JET BEDDINGAND BACKFILL FORPIPELINEINSTALLATION.TYPICAL FOR ALLNATURAL EARTHBACKFILL.LATERAL LINEEXISTING PAVINGTRACER TAPESAND COVERPRESSURE (MAIN)LINEPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BEDMATCH TYPE AND GRADEOF EXISTING PAVING3 X'S DIA. OFMAINLINE3 X'S DIA. OFMAINLINE4"2 SACK SLURRY BACKFILLSAND COVERMAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONSPOSITION CONTROL WIRESIN LOWER LEFT OR RIGHTHAND QUADRANT OFMAINLINE. TAPE WIRE AT 10'INTERVALS; DO NOT SECURETO MAINLINE.SAND BEDMAINLINE WITH CONTROL WIRE BELOW EXISTING PAVINGPER LOCALPLUMBING CODERECLAIMED WATER & POTABLE WATER PIPEPOTABLE WATER MAINLINE ORLATERAL LINENON-POTABLE WATER MAINLINEOR LATERAL LINESLEEVE POTABLE LINE FOR AMIN. OF 10' BOTH WAYSBEYOND CROSSING OFNON-POTABLE LINE.SLEEVE NON-POTABLE LINEFOR A MIN. OF 10' BOTHWAYS BEYOND CROSSING OFPOTABLE LINE.NOTES:1. PIPE BEDDING AND BACKFILL SHALL BEWATER JETTED TO ACHIEVE PROPERDENSIFICATION.2. PIPE AND CONTROL WIRE CROSSINGVECHICULAR ROADWAY SHALL BE SLEEVEDPER PLANS AND THIS DETAIL3. ELECTRICAL SLEEVE: 3" MIN; LARGER IFREQUIRED BY INSPECTOR.4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGERTHAN WATER PIPE SIZE.5. SHOW ALIGNMENT OF ALL CONTROL WIRENOT INSTALLED WITH MAINLINE ON AS-BUILTDRAWINGS.MAINLINE COMBINED WITH LATERAL LINE UNDER PAVEMENT30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"2"MIN.4"CVR.LIFT 2 LIFT 3 LATERAL LINE WITH SLEEVETRACER TAPE3 x's DIAOF MAINLINESAND COVERPOSITION CONTROL WIRES INLOWER LEFT OR RIGHT HANDQUADRANT OF MAINLINE.TAPE WIRE AT 10' INTERVALS;DO NOT SECURE TOMAINLINE.SAND BEDMAINLINE IN SLEEVE, SEEIRRIGATION PLAN FORSLEEVING LOCATIONSFGCONTROL WIRESEPARATE FROM PIPESAME AS LATERAL
TRACER TAPE1/2" CLASS 315P.V.C. PIPE(NOT ANIRRIGATIONLINE)DEPTH
WIRE TAPED AT10' O.C. TOLOWER HALF OFPIPE30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"PAVING PER PLANS30" FOR MAINLINE 4" AND UP24" FOR MAINLINE UP TO 3"12"BACKFILL MATERIALBACKFILL MATERIAL12"BACKFILL MATERIALTRENCHING1" = 1'-0"TRACER TAPERRM-1417.05-898MMMMJC11/11/2022
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036LANDSCAPE IRRIGATION DETAILSLI502PVC SCH 40 LATERAL LINE TO DRIPTUBING, 18" LENGTH MINIMUM BEFOREFIRST FITTING.VALVE BOX WITH LOCKABLE LID (2" BELOW GRADEWHEN IN PLANTER AREAS)12" DEEP 3/4" CRUSHEDAGGREGATE BASECOMMON BRICK, ONE AT EACHCORNER FOR SUPPORT.FINISH GRADEPRESSURIZED MAINLINE PIPE12"INLINE WYE FILTER, SEE IRRIGATIONLEGEND FOR TYPE.COIL 18" LENGTH OF CONTROL WIREAND SPLICE WITH WATER-TIGHT SPLICECONNECTORS.INLINE PRESSURE REGULATORPVC UNION, LINE SIZEBALL VALVE1/2" = 1'-0"DRIP ZONE CONTROL VALVESCHEDULE 40 PVC MALE ADAPTERSCHEDULE 40 PVC MALE ADAPTER.RRM-1417.05-1823" = 1'-0"DRIP AIR RELIEF VALVE IN BOX34"X1"MPT ADAPTER.1" FPTXMPT ELL.AS SPECIFIED.AIR RELIEF VALVEDRIPLINE OR 1/2" DRIP TUBING.34"FPT X 12" DRIPTUBING ADAPTER.DRIP TUBING COUPLING.6" PURPLE DRIP BOX.12" DEEP 3/4" CRUSHEDAGGREGATE BASETOP OF MULCHNOTES:1. PLACE AGGREGATE PRIOR TOINSTALLATION OF VALVE BOX.1/2" PVC UNION1RRM-1417.05-19MMMMJC11/11/2022
TREESBOTANICAL NAMECOMMON NAMECONTWUCOLSQTYAESCULUS CALIFORNICACALIFORNIA BUCKEYE15 GALVERY LOW2AGONIS FLEXUOSAPEPPERMINT TREE15 GALLOW8CALLISTEMON VIMINALISWEEPING BOTTLEBRUSH15 GALLOW7LAGERSTROEMIA INDICA `RED`CRAPE MYRTLE15 GALLOW9PISTACIA CHINENSISCHINESE PISTACHE15 GALLOW22PLATANUS RACEMOSACALIFORNIA SYCAMORE15 GALMODERATE2QUERCUS TOMENTELLAISLAND LIVE OAK15 GALLOW13PLANT SCHEDULEGENERAL PLANTING NOTES1.THERE ARE TWO TYPES OF LANDSCAPE AREAS ON THESE PLANS:1.1.BIORETENTION AREAS: RECEIVE A SPECIAL SOIL MIX AND COMPOST MULCH NOTBARK MULCH, PER PLANS AND SPECIFICATIONS.1.2.CONVENTIONAL PLANTING AREAS: SOILS TO BE AMENDED WITH COMPOST ANDMULCHED WITH BARK MULCH PER THE SPECIFICATIONS.2.CONTRACTOR SHALL SUBMIT LABELED REPRESENTATIVE PHOTOS OF ALL PLANT MATERIAL,TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE.PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW ANDAPPROVAL. INCLUDE PHOTOS OF ANY PROPOSED SUBSTITUTES, CLEARLY LABELED.3.PLANTED AREAS SHALL BE MAINTAINED PER SPECIFICATIONS.4.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TOFURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND ASDESCRIBED IN THE SPECIFICATIONS.5.PLANTING PLANS ARE DIAGRAMMATIC AND PLANT SCHEDULE ON THE DRAWINGS SHALLBE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES ANDQUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJORDISCREPANCIES.6.ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED ANDFINISHED AHEAD OF PLANTING UNLESS DESIGNATED OTHERWISE ON THE DRAWINGS.SHRUBSBOTANICAL NAMECOMMON NAMECONTWUCOLSQTYACHILLEA X 'MOONSHINE'MOONSHINE YARROW1 GALLOW52AGAVE ATTENUATA `NOVA`BLUE FLAME AGAVE1 GALLOW36DIPLACUS AURANTIACUSSTICKY MONKEYFLOWER1 GALVERY LOW75ERIOGONUM CROCATUMSAFFRON BUCKWHEAT1 GALLOW16ERIOGONUM FASCICULATUM 'WARRINER LYTLE'WARRINER LYTLE CALIFORNIA BUCKWHEAT1 GALLOW4FESTUCA CALIFORNICA 'RIVER HOUSE BLUES'RIVER HOUSE BLUES CALIFORNIA FESCUE1 GALLOW355FESTUCA MUELLERIMUELLER'S FESCUE1 GALLOW306FESTUCA RUBRA 'MOLATE'MOLATE RED FESCUE1 GALLOW35FRANGULA CALIFORNICA 'MOUND SAN BRUNO'MOUND SAN BRUNO COFFEEBERRY5 GALLOW14IRIS DOUGLASIANADOUGLAS IRIS1 GALLOW12JUNCUS PATENS `ELK BLUE`ELK BLUE CALIFORNIA GRAY RUSH1 GALLOW144LEYMUS CONDENSATUS `CANYON PRINCE`NATIVE BLUE RYE1 GALLOW41LOMANDRA CONFERTIFOLIA 'POM POM'SHORTY MAT RUSH1 GALLOW12LOMANDRA LONGIFOLIA 'BREEZE' TMBREEZE MAT RUSH1 GALLOW51LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY'VARIEGATED RUSH1 GALLOW5LOMANDRA X 'LOMLON' TMLIME TUFF DWARF MAT RUSH1 GALLOW5MISCANTHUS SINENSIS 'MORNING LIGHT'MORNING LIGHT EULALIA GRASS5 GALLOW4MUHLENBERGIA DUBIAPINE MUHLY1 GALLOW97MUHLENBERGIA RIGENSDEER GRASS1 GALLOW55MYRICA CALIFORNICAPACIFIC WAX MYRTLE1 GALLOW6NEPETA X FAASSENII 'PURRSIAN BLUE'PURRSIAN BLUE CATMINT1 GALLOW11PARTHENOCISSUS QUINQUEFOLIAVIRGINA CREEPER1 GALMODERATE20PENNISETUM SPATHIOLATUMRYE PUFFS1 GALLOW30PHLOMIS FRUTICOSAJERUSALEM SAGE1 GALLOW10RIBES SPECIOSUMFUCHSIA FLOWERING GOOSEBERRY1 GALLOW21ROSA CALIFORNICA `ELSIE`CALIFORNIA WILD ROSE1 GALLOW22SALVIA SPATHACEAHUMMINGBIRD SAGE1 GALLOW55SESLERIA AUTUMNALIS `CAMPO VERDE`AUTUMN MOOR GRASS1 GALMODERATE277.ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFYLANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS.8.ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, ANDBACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING.9.LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY LANDSCAPEARCHITECT PRIOR TO PLANTING. OWNER OR LANDSCAPE ARCHITECT RESERVES THERIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THEPLANT LAYOUT AS WORK PROGRESSES.10.ALL GROUNDCOVER SHALL BE TRIANGULARLY SPACED, UNLESS OTHERWISE NOTED.11.TREES TO BE PLANTED WITHIN TEN (10) FEET OF HARDSCAPE, UTILITIES, WALLS, ORSTRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER.12.SOIL SHALL BE AMENDED PURSUANT TO AN AGRONOMIC SOILS REPORT, WITHINFILTRATION RATES, PRIOR TO PLANTING.13.REFER TO PLANTING DETAILS FOR ADDITIONAL INFORMATION.14.HEIGHT TO FIRST BRANCH ON ALL STREET TREES SHALL BE NO LESS THAN 5 FEET.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
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E MILLS NO. 53941000036LP001MMMMJCPLANTING SCHEDULE AND NOTES PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220PER CITY STANDARDDETAILS #8210 & #8220DETAILDETAILPER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #8420PER CITY STANDARDSDETAIL #8410 & #842011/11/2022
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7+858+009+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.1PISTACIA CHINENSISN 2305450.5827E 5763811.81542PISTACIA CHINENSISN 2305437.1832E 5763790.74963QUERCUS TOMENTELLAN 2305427.6409E 5763825.50424PISTACIA CHINENSISN 2305403.8733E 5763804.45045PISTACIA CHINENSISN 2305399.3341E 5763827.97056PISTACIA CHINENSISN 2305376.5893E 5763824.11317QUERCUS TOMENTELLAN 2305360.4987E 5763866.74448PISTACIA CHINENSISN 2305380.4443E 5763884.28749PISTACIA CHINENSISN 2305360.3579E 5763895.102810PISTACIA CHINENSISN 2305341.6609E 5763884.109411PISTACIA CHINENSISN 2305325.4696E 5763901.274512PISTACIA CHINENSISN 2305343.3025E 5763913.874813QUERCUS TOMENTALLAN 2305361.9701E 5763919.004414QUERCUS TOMENTELLAN 2305399.6802E 5763923.296615QUERCUS TOMENTELLAN 2305379.3538E 5763943.674916QUERCUS TOMENTELLAN 2305347.4450E 5763943.052917QUERCUS TOMENTELLAN 2305360.9060E 5763965.520018QUERCUS TOMENTELLAN 2305341.7601E 5763987.664319QUERCUS TOMENTELLAN 2305319.1605E 5764009.335020PISTACIA CHINENSISN 2303924.6434E 5763849.4662TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 539410000360feet401" - 20'2060FERRINI [7+85 - 9+05]1" = 20' HORIZONTAL SCALELP101PROPOSED TREECOORDINATE LOCATIONSHIGHWAY 1 / N.SANTA ROSAHIGHLAND DRIVELANDSCAPE PLAN POINTDESCRIPTIONNORTHINGEASTINGCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036CALTRANS ROW
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STOPSTOPFOOTHILL BLVDWVWVWVWMWMSSSSSS SS SSSSSSSSSS21+0012+0013+0010+0011+0012+0013+0014+0015+0015+6911+0012+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.BENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4B19QUERCUS TOMENTELLAN 2305319.1605E 5764009.335020PISTACIA CHINENSISN 2303924.6434E 5763849.466221PISTACIA CHINENSISN 2303923.9319E 5763872.952822PISTACIA CHINENSISN 2303923.4638E 5763896.280523PISTACIA CHINENSISN 2303919.2343E 5763940.005424LAGERSTROEMIA INDICA `RED`N 2303780.4088E 5763908.193325LAGERSTROEMIA INDICA `RED`N 2303759.5473E 5763907.234026LAGERSTROEMIA INDICA `RED`N 2303705.1542E 5763905.114227LAGERSTROEMIA INDICA `RED`N 2303658.1667E 5763904.005428LAGERSTROEMIA INDICA `RED`N 2303637.8371E 5763904.142929PLATANUS RACEMOSAN 2303576.4646E 5763900.029330LAGERSTROEMIA INDICA `RED`N 2303550.1528E 5763899.180531LAGERSTROEMIA INDICA `RED`N 2303529.8231E 5763899.318132LAGERSTROEMIA INDICA `RED`N 2303522.3489E 5763875.917433AGONIS FLEXUOSAN 2303443.0612E 5764173.9277TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.GRANT DEED AND ROW AGREEMENT1.Deed Section 2 - Restoration of Grantor Property: Contractor to restore areas impacted by construction within theTemporary Easement Area located on the Church of Jesus Christ of Latter-day Saints ("Grantor") property topre-construction condition upon completion of construction activities. This includes, but is not limited to removal of allequipment and materials; repair of any damage; and replacement of topsoil, vegetation, mulch, etc.2.Deed Section 5.3 - Use of Easement Area: Contractor shall not carry out any activities that create nuisances or poserisks to the Grantor, including but not limited to noises, odors, light, dust, smoke, gases, light, vibration, risk of fire,explosion, or hazardous materials.3.ROW Agreement - Section E: Contractor to reinstall the 6’ high metal security fence, or a comparable replacementfence, along Foothill Boulevard and for the length of the property line between the Grantor's property and the newEasement Area.4.ROW Agreement - Section E: As part of the construction project, the Contractor plant eight trees within the TemporaryConstruction Easement located on the Grantor’s property.5.Contractor to comply with the full requirements described in the Deed and Right of Way Agreement, which areprovided as an attachment to the Bid Documents.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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RAMONA DR TREES TO BE REMOVED (TYPICAL), PER CIVIL PLANSCITY PROJECT SIGN,PROTECT IN PLACEMMMMJC11/11/2022
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SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 539410000360feet401' = 20'2060RAMONA [12+00 - 17+86]1" = 20' HORIZONTAL SCALELP103MMMMJCLANDSCAPE PLAN 5ARAMONA DRIVE4A1A5A4APROPOSED TREECOORDINATE LOCATIONSPOINTDESCRIPTIONNORTHINGEASTING1A2A5A5ABROAD STPLANTER BOXES IN BIKEWAYMEDIANS, LOCATIONS ANDQUANTITIES PER CIVIL PLANS.11/11/2022LEGEND
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GREENWAYSTOPWVWVWVWVWVWVWVWVWVWVPPPPWMPPPPWM25+0026+0010+0011+0012+0013+0010+00BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.38PISTACIA CHINENSISN 2301887.7684E 5764539.563439CALLISTEMON VIMINALISN 2301896.1149E 5764602.341440PISTACIA CHINENSISN 2301903.9994E 5764703.062741PISTACIA CHINENSISN 2301907.4028E 5764728.349442QUERCUS TOMENTELLAN 2301936.9050E 5764891.790443QUERCUS TOMENTELLAN 2301940.2419E 5764920.080144AGONIS FLEXUOSAN 2301953.9556E 5765174.9757TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
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PPWM WMPPPPSS17+0010+0011+0012+0013+00NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.44AGONIS FLEXUOSAN 2301953.9556E 5765174.975745AGONIS FLEXUOSAN 2301929.0204E 5765182.699446QUERCUS TOMENTELLAN 2301891.2227E 5765193.992347QUERCUS TOMENTELLAN 2301855.7710E 5765204.482848PISTACIA CHINENSISN 2301477.5538E 5765319.088349PISTACIA CHINENSISN 2301453.6433E 5765326.504050PISTACIA CHINENSISN 2301415.7329E 5765337.958851AGONIS FLEXUOSAN 2301364.7694E 5765353.485044AGONIS FLEXUOSAN 2301953.9556E 5765174.975745AGONIS FLEXUOSAN 2301929.0204E 5765182.699446QUERCUS TOMENTELLAN 2301891.2227E 5765193.992347QUERCUS TOMENTELLAN 2301855.7710E 5765204.482848PISTACIA CHINENSISN 2301477.5538E 5765319.088349PISTACIA CHINENSISN 2301453.6433E 5765326.504050PISTACIA CHINENSISN 2301415.7329E 5765337.958851AGONIS FLEXUOSAN 2301364.7694E 5765353.4850TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.BENCHLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BBENCHLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.52CALLISTEMON VIMINALISN 2301158.4969E 5765415.818753CALLISTEMON VIMINALISN 2301108.3527E 5765430.492454CALLISTEMON VIMINALISN 2301081.8205E 5765438.679755CALLISTEMON VIMINALISN 2301073.4935E 5765393.406656PISTACIA CHINENSISN 2301017.7432E 5765458.283457PISTACIA CHINENSISN 2300876.8872E 5765472.128658CALLISTEMON VIMINALISN 2300778.8972E 5765596.487059CALLISTEMON VIMINALISN 2300724.0531E 5765632.774552CALLISTEMON VIMINALISN 2301158.4969E 5765415.818753CALLISTEMON VIMINALISN 2301108.3527E 5765430.492454CALLISTEMON VIMINALISN 2301081.8205E 5765438.679755CALLISTEMON VIMINALISN 2301073.4935E 5765393.406656PISTACIA CHINENSISN 2301017.7432E 5765458.283457PISTACIA CHINENSISN 2300876.8872E 5765472.128658CALLISTEMON VIMINALISN 2300778.8972E 5765596.487059CALLISTEMON VIMINALISN 2300724.0531E 5765632.7745LEGENDPLANTER BOX AND PLANT PALETTE NUMBERLEGENDPLANTER BOX AND PLANT PALETTE NUMBER63LAGERSTROEMIA INDICA `RED`N 2300930.7927E 5765533.647163LAGERSTROEMIA INDICA `RED`N 2300930.7927E 5765533.6471TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.BENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4BBENCHTRASH RECEPTACLEPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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XXXXXXPRIVATE PARCELAPN: 002-295-002PRIVATE PARCELAPN: 002-292-025PRIVATE PARCELAPN: 002-293-015PRIVATE PARCELAPN: 002-292-03127+0028+0029+0030+0031+0032+0010+00BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.BIORETENTION PLANTING NOTES1.TREES SHALL BE LOCATED AT LEAST 2.5 FEETFROM FACE OF CURB.2.TREES SHALL BE LOCATED AT LEAST 5 FEETFROM BIORETENTION AREA INLETS ANDBACK FROM CONVEYANCE CHANNELS TOAVOID SCOURING OF ROOT BALLS.3.DO NOT PLANT GRASSES OR SHRUBS INFRONT OF CURB CUT INLETS, WHERE THEYWILL BLOCK CONVEYANCE FROM ENTERINGBIORETENTION PLANTER.4.BIORETENTION AREAS RECEIVE COMPOSTMULCH, NOT BARK MULCH, PER PLANS ANDSPECIFICATIONS.59CALLISTEMON VIMINALISN 2300724.0531E 5765632.774560PLATANUS RACEMOSAN 2300479.8982E 5765819.916561AESCULUS CALIFORNICAN 2300214.1416E 5765907.438862AESCULUS CALIFORNICAN 2300198.0370E 5765920.462263LAGERSTROEMIA INDICA `RED`N 2300930.7927E 5765533.647159CALLISTEMON VIMINALISN 2300724.0531E 5765632.774560PLATANUS RACEMOSAN 2300479.8982E 5765819.916561AESCULUS CALIFORNICAN 2300214.1416E 5765907.438862AESCULUS CALIFORNICAN 2300198.0370E 5765920.462263LAGERSTROEMIA INDICA `RED`N 2300930.7927E 5765533.6471NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.NOTESSEE LP001 FOR PLANTING SCHEDULE AND NOTES.SEE LP502 FOR BIKEWAY MEDIAN PLANTER BOXMODEL, SOIL SPECIFICATIONS, AND PLANTPALETTES.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.TREE PLANTING NOTES1.AS PART OF TREE PLANTING, CONTRACTOR TOCARRYOUT ALL NEEDED DEMOLITION, EXCAVATION OFTREE PITS, PREPARATION OF SOILS, APPLICATION OFAMENDMENT IN PLANTING HOLE, INSTALLATION OF TREESTAKES, INSTALLATION AND CONNECTION OF IRRIGATIONWHERE APPLICABLE, INSTALLATION OF TREE ROOTBARRIER WHERE APPLICABLE, PLACEMENT OF MULCH,AND WATER-IN TREE UPON FINAL PLANTING ASDESCRIBED ON PLANS AND IN SPECIFICATIONS.2.WHERE PROPOSED TREES ARE LOCATED IN A PAVED ORAGGREGATE SURFACE AREA, CONTRACTOR TO REMOVEEXISTING PAVING TO CREATE A THREE-FOOT BYTHREE-FOOT (3' X 3') PLANTING PIT.3.WHERE PROPOSED TREES ARE NOT LOCATED IN A NEWAMENDED PLANTING AREA OR BIORETENTION AREA,CONTRACTOR TO PREPARE THE EXISTING SOIL IN THE TREEPIT AS DESCRIBED IN THE PROJECT SPECIFICATIONS.4.MULCH NEW TREE PLANTINGS TO COVER FULL EXTENT OFTREE PIT, MULCH TYPE AND DEPTH PER SPECIFICATIONS.5.WHERE TREES ARE NOT COVERED BY IRRIGATION SYSTEM,CONTRACTOR TO PROVIDE, INSTALL, AND FILL ATINSTALLATION TREE WATERING BAGS, PERSPECIFICATIONS.6.STREET TREE COORDINATE LOCATIONS MAY BE ADJUSTEDIN THE FIELD. CONTRACTOR TO FLAG LOCATIONS FORLANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNINGWORK.EXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAINEXISTING SHRUB/TREE TO BEREMOVEDEXISTING TREE TO REMAIN1.APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2.SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3.CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1.20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2.TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3.TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBS1.APPROXIMATE LOCATION OF SHRUBS/TREES TO BE REMOVEDSHOWN ON PLAN. REMOVE ROOTS PER SPECIFICATIONS.2.SHRUBS/TREES TO BE REMOVED WILL BE TAGGED IN THE FIELDBY PROJECT ARBORIST. CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH 72 HOURS NOTICE, TOSCHEDULE ARBORIST TAGGING.3.CONTRACTOR TO RAISE CROWN ON EXISTING TREES TOREMAIN AS FOLLOWS:3.1.20' TREES OR SMALLER - REMOVE LIMBS UP TO 8'3.2.TREES 20' TO 30' TALL - REMOVE LIMBS UP TO 10'3.3.TREES OVER 30' TALL - REMOVE LIMBS UP TO 12'EXISTING TREES AND SHRUBSBENCHLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BBENCHLEGENDPLANTER BOX AND PLANT PALETTE NUMBER4BCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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LP107LANDSCAPE PLAN 5B4B6B5B4B6B4B5B4B5B4B6B4B4B6B4B5B4B5B4B6B5BREMOVE EXISTING CALTRANSSECURITY FENCE TO TIE INPOINT SHOWN (TYPICAL)CHORRO STREETREMOVE EXISTINGCALTRANS SECURITYFENCE TO TIE ENDPOINT SHOWN (TYPICAL)TIE INTO EXISTING CALTRANS FENCE5B4B6B6B4B1LP501HIGH CURBPROPOSED TREECOORDINATE LOCATIONS1LP501HIGH CURBCHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)TIE INTO EXISTING CALTRANS FENCEPOINTDESCRIPTIONNORTHINGEASTINGWALNUT STREETART FENCE MOUNTED ON HIGH CURBBETWEEN BRIDGE COLUMNS - BY OTHERSNOT IN THIS CONTRACT (TYPICAL)EXISTING TREES - RAISE CROWN PER NOTES (TYPICAL)PLANTER BOXES IN BIKEWAY MEDIANS,LOCATIONS AND QUANTITIES PER CIVIL PLANS.EXISTING SHRUBS/TREES TO REMOVE PERNOTES (TYPICAL)BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER 10'BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 15'CHAINLINK FENCE AND GATES PERCALTRANS REVISED STANDARD PLANCRS A-85 - 6' HIGH, 3' LENGTH (TYPICAL)CHAIN LINK FENCE GATE, TYPICALCALTRANS ROW
CALTRANS ROWCALTRANS ROWCALTRANS ROWCITY PROJECT SIGN, PROTECT IN PLACEBEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'TIE INTO EXISTING CALTRANS FENCEMMMMJC11/11/2022BEGIN TRANSITION OF CURB HEIGHTDOWN TO 6" OVER FINAL 10'6B4B6BPLACE BARK MULCH IN AREA WHERE SIDEWALK ISREMOVED, TYPE AND DEPTH PER SPECIFICATIONS(SEE CIVIL PLANS FOR LIMITS OF WORK)5B
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036LP501LANDSCAPE CONSTRUCTION DETAILSFS1PC CONCRETE SMOOTH CURB2COMPACTED DECOMPOSEDGRANITE AT 95% (SEE CIVIL PLANS)321NOTES:1.PROVIDE CONTRACTION JOINT EVERY 10' MAX.2.PROVIDE EXPANSION JOINT EVERY 20' MAX.3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.4.PROTECT ALL EXISTING TREES, REFER TO TREE PROTECTION NOTES.5.ART FENCE ATTACHMENT DETAIL TO BE DETERMINED BY CONTRACTOR.2'-0"
4"4" BENCHGRADE SLOPE TO PROVIDEEARTHEN SWALE, LOCATE HIGHPOINT AT CENTER OF CURB ANDSLOPE AWAY TO ENDS.3CONCRETE CURB, SEESTRUCTURAL DETAIL 32/S-311453/8" RADIUS AS SHOWN,BOTH SIDES4"CURB END PANEL AND DRAIN ROCK1PROVIDE FULL DEPTH DRAIN ROCK AT SWALE LOWPOINTS AT CURB ENDS TO ALLOW DRAINAGE TOESCAPE THROUGH WEEP HOLES IN PLATES.1CALTRANSBRIDGECOLUMNCALTRANSBRIDGECOLUMNPLAN VIEWTALL CURB(LENGTH VARIES PER PLAN)DECOMPOSEDGRANITE SHOULDER(SEE CIVIL PLANS)SIDEWALK241DG EXTENDS AT GAP BETWEENCOLUMN AND NEW CURB(TYPICAL)1/4" THICK A36 GALVANIZEDSTEEL PLATE (TYPICAL)ATTACH PLATE TO CONCRETECURB WITH 2-1/2" DIA. TITEN HDANCHOR BOLTS GALVANIZEDFINISH, WITH MIN. EMBED OF 3-1/4".CONTRACTOR TO SPACE TOAVOID CONTACT WITH CURBREBAR (TYPICAL).MIN. 3" SPACING BETWEEN BOLTS,AND TO BE PROTECTED FROMEARTH BY WATERPROOFING LAYER.2212" DIA. WEEP HOLES - 2 PER SIDE (TYPICAL)12" DIA. WEEP HOLES - 2 PER SIDE,PROVIDE STAINLESS STEEL MESHAT BACK OF PLATE (TYPICAL)31234SWALEHIGH POINT5SWALE LOW POINTS ATAGGREGATE TO ALLOWFLOW TO WEEP THROUGHGALVANIZED PLATE (TYPICAL)552'-0"2'-3"1'-0"1'-0"2"3-1/4"EMBEDWHERE SHOWN ON PLANS,ART FENCE, BY OTHERS,NOT IN THIS CONTRACT.WATER PROOFING: TWO LAYERSOF HENRY'S STD. ASPHALTEMULSION NO. 107 WITH A LAYEROF FIBERGLASS BETWEEN, OREQUAL.5HIGH CURBNTS4CONTRACTOR TO PROVIDE POSTPOCKETS FOR FUTURE ART FENCE,BY OTHERS, AT APPROXIMATELY 4'OC SPACING. FINAL LOCATIONSTO BE COORDINATED WITHCITY/CITY REPRESENTATIVE ANDWITH REBAR LAYOUT.66HIGH CURB SECTIONRRM-1417.05-391NOTE: AMERISTAR MONTAGE II, GENESIS MODEL OR APPROVED EQUAL. VERIFY & INSTALL PERMANUFACTURER'S INSTRUCTIONS PRIOR TO FABRICATION. FENCE POST SIZE, POST SPACING,AND FOOTINGS PER MANUFACTURER'S SPECIFICATIONS. SUBMIT SHOP DRAWINGS FORAPPROVAL BY AUTHORIZED REPRESENTATIVE.FENCE COLOR:TO BEST MATCH EXISTING FENCE COLORHEIGHT: MATCH EXISTING FENCE HEIGHTMATCH EXISTINGFENCEMETAL PICKET FENCE AND GATE1/2" = 1'-0"FENCE MOUNTED ONRETAINING WALL, SEESTRUCTURAL PLANSCONCRETEFOOTINGMIN. 3'-0"3"MIN. 1'-0"NO SPIKES ON TOP OF NEW FENCEVARIES SEE NOTES
RRM-1417.05-022CMU PILASTERNTSSTANDARD BRICKMATCH EXISTINGSTANDARD BRICK (FACE)MATCH EXISTINGCONCRETE FOOTINGNEW PILASTER TO MATCH EXISTING PILASTERS ALONG ADJACENT CHURCH PROPERTY FRONTAGE.NOTES: PRECISE DIMENSIONS TO MATCH EXISTING PILASTERS1'-9"2"6'-0"2'-0"1'-0"3'-0" SQ.(2) #4 VERT REBAR(4) #4 BARS CONTINUOUS3RRM-1417.05-01MMMMJC11/11/2022
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
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E MILLS NO. 53941000036LP502MMMMJCPLANTER BOX PLANT PALETTES11/11/2022COLOR: BLACK.COLOR: BLACK.COLOR: BLACK.COLOR: BLACK.
DETAIL REFERENCE BUBBLE WITH LEADERDRAG STRUT CONNECTIONMOMENT CONNECTIONWIDE FLANGE STEEL COLUMNNUMBER OF EVENLY SPACEDSTEEL HSS TUBE COLUMNWELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACEINDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYERNORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLEBEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACESTEEL IN CROSS SECTIONFULL HEIGHT STIFFENER CONNECTIONSTEPPED FOOTINGTOP/BOTTOM OF ELEVATIONSTOP OF STEEL ± ELEVATIONMEMBER SPLICESTEEL HSS OR PIPE COLUMN(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSIONANGLE BRACESHEAR STUDSSTEEL DETAILS-S-BOT OFEL = (-X'-X")BOTTOM STEPPED FOOTINGWOOD POSTXXX'-X"INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULEINDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENTINDICATES TOP PLATE SPLICE NAILING PER SCHEDULEINDICATES PAD FOOTING TYPE PER SCHEDULE1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULEXF1SHEET INDEX, LEGEND &
ABBREVIATION INDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVEINDICATES PLYWOOD SIDE FOR SHEARWALLINDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALLKSIFOOTINGHEIGHTINCLUDEINFORMATIONINCLINFOJSTINSPINTJOINTJOISTKIPS IDI-JSTINIFHTINCHGRADE BEAMHORIZONTALGROUNDHIGH POINTH or HORIZHPGBGRNDFACE OF MASONARYFOOT; FEETFOMFJELEVATOREDGE NAILEMBEDMENTEXISTINGEXTERIOREACH WAYEQUAL OR EQUIVALENTEXIST or (E)FDNEWELEVESEQUIPEQSTRUCTURAL STEEL SHAPESWT, ST, MTMC AMERICAN STD CHANNEL SHAPEMISC CHANNEL SHAPETHRUTHKT & GT & BTOCTOTBSTRUCTSTIFFSTLSWTHREADEDTEMPERATURE; TEMPORARYSTIFFENERSSTEELSTANDARDAMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINTCOMPLETE JOINT PENETRATION WELDDIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATIONEFELDWLEACHDIMDIAGCONTRACTORCONSTRUCTIONCUBIC FOOTPENNY (NAIL OR BAR DIA)CONNECTION; CONNECTCONCRETEDBLCU FTdDETAILCONSTRCONTRCJP CONTCONNCONCBEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBERCOMPRESSIONCOLUMNCONCRETE MASONRY UNITCLRCOMPCMUCJCLBTWNBLOCKINGBNBMBLOCKBLDGASTMAITCSPECSSNSPCGSHTGSEPPSIPVMT#PSLSHEATHINGSHEETSECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOODORIGINALODPI LPCOPPNO or #OC MIN(N)MFRPONDS PER LINEAL FOOTPROPERTY LINEPERPENDICULARADDLAPPROXIMATEARCHITECTURAL; ARCHITECTADJACENTARCHAPAAESSALUMALTADJANCHOR BOLTAMERICAN CONCRETE INSTITUTE ABLINEAL FOOTPOUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBERMACHINE BOLTMASONRYMATERIALLINEAL; LINEARLONG SLOTTED HOLESLONG LEG VERTICALLFLT WTMASMAXMATLLVLLLVLLHAMERICAN PLYWOOD ASSOCIATION)KIPS PER SQUARE INCHFTGHORIZONTALLY SLOTTED HOLESHSHINSIDE DIAMETERINSIDE FACEI-JOISTINSPECTIONINTERIORJTKGALVANIZEDHANGERHEADERGLUED LAMINATED BEAMHGRHDRGRGLB GALVGAGRADEGAUGEFACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUDFTFRMGFOWFOSFNFOCFLGFLRFINFLOORFINISHENGINEEREACH SIDEEQUIPMENTFOUNDATIONEXTENGRENEMBEDTYPICALTYPPIPE-XPIPE-XXHSSCPIPE LWWWFWDWPW/OW/UNO VSH VERT UTDBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPEHOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPEANGLE SHAPEW SHAPEWELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITHVERTICAL SLOTTED HOLESULTRA-SONIC TESTUNLESS NOTED OTHERWISEVERTICALTOP or TTHRTOWTOSTOFTEMPSTIRRSYM SSSSLSTGRSTDSQ TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OFTIE BEAMSYMMETRICALSHEAR WALLSTRUCTURALSTIRRUPSHORT SLOTTED HOLESSTAINLESS STEELSTAGGERSQUAREAWPAAMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONDOUGLAS FIR/LARCHDFDIMENSIONDIAGONALELECTRICALEXPANSION JOINTDWGELECEJEADIAPHDNDOWNCENTERDEPARTMENTDOUBLECOUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUSCTRDEPTDETCTSKBETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACECOLCIPBRGCAM OR CCANT CGCCBUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETYBLKBOT OR BBRCBLKGBRACEBEAMAWSSOG SIMSCHEDRFØSHTSECTREINFREFREQDPREFABPLYPTPWPSFPJPPROPSPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILARROUND; DIAMETERROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTYMECHANICALNEWNORTHON CENTERNOT TO SCALENUMBEROPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HANDMINIMUM; MINUTEOUTSIDE DIAMETERMISCELLANEOUSMANUFACTURERPARA OR //PLF PLPLCSP OR PL.PERPOPNGOSBORIGOHOFNTSMECHMISCNPLYWOOD INDEXPRECAST; PIECEPLATEPLACESPARALLELARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THEANCHAPPROXAPPVDANSIAISCACILIGHTWEIGHTMAXIMUMLONG LEG HORIZONTALMBLPLSHLINLB(S) OR #DIA OR ØLAMINATED STRAND LUMBERLSLABOVE AND BELOWA & BRRROOF RAFTERPOST ABOVEPAFLOOR TIE ABOVEFTAKING POSTKPWOWHERE OCCURSABOVEABVKING STUDKSTSTRIMMER STUDINDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1SHEET INDEXWALL TYPESSYMBOLSABBREVIATIONSS-101SHEET INDEX, LEGEND & ABBREVIATIONS-102GENERAL NOTESS-103SPECIAL INSPECTIONS & TESTSS-201TYPICAL CONCRETE DETAILSS-211TYPICAL CONCRETE DETAILSS-311RETAINING WALL DETAILSCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036S-101
1.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:A.2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATESTREVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.B.ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDINGTHE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).C.CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE STARTOF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTPRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED INCONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THECONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERENO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BENOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THEDRAWINGS.5.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:A.SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTEDB.SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESSNOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGSC.SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETCD.SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE.FLOOR AND ROOF FINISHESF.MISCELLANEOUS DRAINAGE AND WATERPROOFINGG.ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEELH.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS6.SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:A.PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.B.ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.C.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.D.SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FORMOTOR MOUNTS.7.SEE CIVIL DRAWINGS FOR THE FOLLOWING:A.HEIGHT AND/OR ELEVATION OF:a.FINISHED SURFACEb.TOP OF WALLc.TOP OF GRADEd.FINISHED GRADEe.SLOPEB.SITE CONCRETE WALKWAYS, CURBS & PAVING8.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOTINDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TOPROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE CONTRACTOR IS RESPONSIBLE FORPROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCHSYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTIONAND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BYTHE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTIONMEANS AND METHODS OR CONSTRUCTION SAFETY.9.BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HASACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS. BACKFILL SHALLNOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS,HAS ACHIEVED FULL DESIGN STRENGTH.10.THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALLMAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING,ETC..11.OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESSSPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BYOTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUTWHICH ARE LOCATED IN STRUCTURAL MEMBERS.12.ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR ASREFERENCED IN THE APPLICABLE DESIGN STANDARD.13.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONSOR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND,THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.14.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOTEXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATESHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.15.CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS,BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING16.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKINGDAYS BEFORE STARTING WORK WITH THIS PERMIT.A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.17.EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOFABRICATION.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036GENERAL NOTES 1.GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICALREPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BEAVAILABLE AT THE JOBSITE AT ALL TIMES.2.LATERAL EARTH PRESSURES:* APPLIES TO WALLS LESS THAN 6 FEET IN HEIGHT.3.SPREAD OR CONTINUOUS FOOTINGS:NOTES:A.THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OFSHORT DURATION SUCH AS WIND OR SEISMIC FORCES.B.THE ALLOWABLE CAPACITY IS BASED ON A FACTOR OF SAFETY OF 2.0.C.THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCEAND PASSIVE RESISTANCE.D.THE UPPER 1 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHENCALCULATING PASSIVE RESISTANCE.E.COMPACTED FILL SHOULD BE PREPARED PER SECTION 7.0 GEOTECHNICAL EVALUATION REPORTDATEDF.EXCAVATION DEEPENED TO ACHEIVE BEARING MATERIAL CAN BE REPLACED WITH CONTROLLEDLOW STRENGTH MATERIAL (CLSM).G.THE SUBGRADE MODULUS SHOWN IS BASED ON A UNIT SQUARE FOOT AREA AND SHOULD BEADJUSTED FOR LARGER MATS. ADJUSTED VALUES OF THE MODULUS OF SUBGRADE REACTION, K ,CAN BE OBTAINED FROM THE FOLLOWING EQUATION FOR MATS OF VARIOUS WIDTH:4.WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALLCRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATIONPROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES,STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.5.CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATERAND/OR SEEPAGE.6.EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIORTO PLACING CONCRETE AND REINFORCING.7.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLSBEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARECOMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FORDESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.8.EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.9.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLYCOMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT ANDAPPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TOSUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.10.ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTOUNDISTURBED SOILS.11.GROUNDWATER WAS NOT ENCOUNTER DURING THE GEOTECHNICAL INVESTIGATION.ANTICIPATEDBEARINGMATERIALALLOWABLEBEARINGCAPACITY(PSF)ALLOWABLE LATERAL RESISTANCEPASSIVE RESISTANCE(PSF/FT BELOWGRADE)FRICTION RESISTANCE(COEFFICIENT OFFRICTION)RET WALL20003000.35REPORT/ADDENDUM TITLEPREPARED BYDATEPROJECT #GEOTECTNICAL ENGINEERING REPORTANHOLM NEIGHBORHOOD GREENWAYSAN LUIS OBISPO. CALIFORNIAEARTH SYSTEMS PACIFIC11/12/2021304833-001K = KK = UNIT SUBGRADE MODULUSK = REDUCED SUBGRADE MODULUSB = FOUNDATION WIDTHRB+1[2B]2RFOUNDATIONEXISTING CONDITIONS1.ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENTKNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.2.WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECTAND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FORNEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.EXISTING UNDERGROUND UTILITIES1.THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THECONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANYSUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TOEXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.3.AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWOWORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.A.FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.B.FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.MATERIALASTM STANDARDPORTLAND CEMENT (TYPE II)AC150CONCRETE AGGREGATES (HARDROCK)C33CONCRETE AGGREGATES (LIGHTWEIGHT)CC330WATERBC1602COAL FLY ASH OR POZOLLAN (CLASS F)C618NATURAL OR MANUFACTURED SANDC33SLAGC989CONCRETELOCATION IN STRUCTUREMINIMUM STRENGTH(PSI)DENSITY (PCF)MAX SLUMP(IN±1)MAXWATER/CEMENTRATIOSLAG/FLY ASHA(MAX)CONCRETE SLAB ONGRADE3,00015040.450.15STAIRS ON GRADE, CURBSAND OTHER NON-STRUCTURAL CONCRETE3,00015040.50.15SITE WALLS3,00015040.50.151.ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14.2.CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:A.FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.B.WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENTRATIO BE EXCEEDED.C.PUMICE AGGREGATE SHALL NOT BE USED.3.CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCESACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVESTRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):A. AS MEASURED BY CEMENTITIOUS WEIGHT4.READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OFASTM C94 OF C685.5.DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 ANDPROJECT SPECIFICATIONS.6.ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED ANDROUGHENED TO 1/4" AMPLITUDE.7.ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE.8.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUTANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THEDRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.9.PIPES EMBEDDED IN CONCRETE:A.CONCRETEa.PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETEEXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.b.NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK.c.PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d.DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.1.REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THEPROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FORASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:A.THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BYMORE THAN 18,000 PSI.B.THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN1.25.C.WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BEPERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.2.BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD.3.WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDEDDEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS ANDALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.4.REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTALBARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.A.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.B.MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.5.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION ISMADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERINGGRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IFCONCURRENTLY PRESENT ON SITE.6.WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWSCERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TOTHE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.7.REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE ISPLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTEDTOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPERDISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS,REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATESTEDITION.8.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICEFOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.9.COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THEARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OFCONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAPSPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACINGREQUIREMENTS OF ACI 318-14.10.MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TOPLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.11.WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OFREINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDSOR REINFORCING STEEL.12.CONCRETE PROTECTION FOR REINFORCEMENT13.MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICESMUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTSINCLUDE:LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALLBE ASTM A706 PER IAPMO-ES 0129.ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMESAND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14SECTION 18.2.7 & 18.12.7.4THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN.A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH3B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER21 12"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS1 12"34"1 12"REINFORCING STEEL1.MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FORMASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.2.CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOADBEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:3.MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.4.GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THEFOLLOWING REQUIREMENTS:SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.5.MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:6.ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR. SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.7.REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.8.PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.9.ALL CELLS SHALL BE GROUTED SOLID.10.DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THEREQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS"FOR REQUIREMENTS.11.USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12.USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAXGROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAYBE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:A.MASONRY HAS CURED FOR AT LEAST 4 HOURSB.GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"C.NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHTD.CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTINGPER TMS 602-16 ARTICLE 3.2F.13.CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELFCONSOLIDATING GROUT14.EMBEDDED PIPES AND CONDUITSA.CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THEFOLLOWING REQUIREMENTS:a.THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTERb.THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRYCOLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTIONc.THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d.WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN.B.PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:a.CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° Fb.UNDER PRESSURE IN EXCESS OF 55 PSIc.CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZINGC.ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMUCOMPONENTASTMNOTESSANDASTM C144LIMEASTM C207PORTLAND CEMENTASTM C150TYPE I or II, LOW ALKALI, < 6 MONTHS OLDPEA GRAVELASTM C301MASONRYWALL DESIGN STRENGTHNET AREA COMPRESSIVE STRENGTH OFCONCRETE MASONRY UNITSDENSITYf'm = 2,000 PSI2,000 PSI MINIMUMMEDIUM WIEGHTf'm = 2,500 PSI3,250 PSI MINIMUMMEDIUM WIEGHTWALL DESIGN STRENGTHMORTAR TYPEMORTAR 28 DAY COMPRESSIVE STRENGTHf'm = 2,000 PSIS2,000 PSI MINIMUMf'm = 2,500 PSIM2,500 PSI MINIMUMWALL DESIGN STRENGTHCOMPRESSIVESTRENGTHGROUT 28 DAY MIX DESIGNf'm = 2,000 PSI2,000 PSI3 PARTS SAND2 PARTS PEA GRAVEL1 PART PORTLAND CEMENT8-11 INCH SLUMPf'm = 2,500 PSI-SUBMIT MIX DESIGNWALL THICKNESSREINFORCED CELLUN-REINFORECED CELL8"(2) 12" Ø(1) 34" Ø(3) 12" Ø(2) 34" Ø(1) 1" Ø12"(4) 12" Ø(3) 34" Ø(2) 1" Ø(1) 1 14" Ø(5) 12" Ø(4) 34" Ø(3) 1" Ø(2) 1 14" ØGENERAL1.WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :2.EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):3.GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):REFER TO FOUNDATION GENERAL NOTESSITE AND OCCUPANCY PARAMETERSPARAMETERVALUEREFERENCERISK CATEGORY II2019 CBC TABLE 1604.5SEISMIC IMPORTANCE FACTOR I = 1.0ASCE 7-16 TABLE 1.5-2MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.0512019 CBC 1613.2.1 S 1 = 0.388SITE CLASS D2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS: S DS = 0.8412019 CBC 1613.2.4 S D1 = 0.495WIND DESIGN DATAPARAMETERVALUEREFERENCEULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 90 MPH2019 CBC FIG. 1609.3NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 91 MPH2019 CBC 1609.3.1EXPOSURE CATEGORYC2019 CBC 1609.4.3INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1DESIGN INFORMATIONACTIVE EARTH PRESSURE(CANTILEVER RETAININGWALLS)AT-REST EARTHPRESSURE(BRACED WALLS)50H35H(PCF)Ø**NATIVEENG FILL65H50H(PCF)NATIVEENG FILLS-102
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036SPECIAL INSPECTIONS & TESTS 1.THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:A.GENERAL:a.STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCEWITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.B.OWNER REQUIREMENTS:a.THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TOPERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.C.SPECIAL INSPECTOR QUALIFICATIONS:a.THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUANTITIES.D.CONTRACTOR REQUIREMENTS:a.SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONSAND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALLOCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIALINSPECTOR.b.THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIREDREMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETIONOF THE REQUIRED SPECIAL INSPECTION.c.ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMICFORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM ORCOMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OFAWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OFSPECIAL INSPECTIONS.E.SPECIAL INSPECTOR REPORT REQUIREMENTS:a.THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONSb.THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANDTO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.c.REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED INCONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.d.DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FORCORRECTION.e.IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK.f.A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANYDISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.STATEMENT OF SPECIAL INSPECTIONS1.THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:A.STEEL INCLUDING MISC. METALSa.SHOP DRAWINGS FOR FABRICATION AND ERECTIONb.WPS's (INCLUDING PQR'S AS APPLICABLE)c.REINFORCING STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENTB.CONCRETE MIX DESIGNS2.BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILARSUBMITTALS), THE CONTRACTOR SHALL HAVE:A.REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTSOF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING ANDVERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:B.DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIEDPERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERSAND SIMILAR INFORMATIONC.DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FORMEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETYPRECAUTIONS AND PROGRAMS.D.REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTALROUNDS HAVE BEEN ADDRESSED.3.EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HASSATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'SREVIEW AND APPROVAL OF THAT SUBMITTAL.4.THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THECONTRACT DOCUMENTS SHALL BE ABSOLUTE:a.REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOTCONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS.b.THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS ORMODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THESUBMITTAL PRIOR TO SUBMISSION.5.FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEENREVIEWED AND APPROVED BY THE ENGINEER.SUBMITTALS1.SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OFFABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:A.STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS)a.FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIEDFABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURALSTEEL FABRICATORS (AISC 201-06).b.OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION.c.IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF COMPLIANCEMUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS SUPPLIED AND WORKPERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS.d.IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTIONREPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY.e.a.NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVERTHE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.B.WOOD BUILDINGSa.WOOD STRUCTURAL PANELS (SHEATHING) SHALL BE IDENTIFIED BY THE APA TRADEMARK.SHOP FABRICATIONREQUIRED VERIFICATION AND INSPECTIONSCONCRETE CONSTRUCTIONCODE TABLE 1705.3SPECIAL INSPECTION OR TESTCONTINUOUS
PERIODIC
REFERENCEDSTANDARDCBC REFERENCE1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___XACI 318: CH 20, 25.2,25.3, 26.6.1-26.6.31908.42. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS______XXX___AWS D1.4ACI 318: 26.6.4___3. INSPECT ANCHORS CAST IN CONCRETE___XACI 318:17.8.2___4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.XXACI 318: 17.8.2.4ACI 318: 17.8.2______5. VERIFY USE OF REQUIRED MIX DESIGN___XACI 318:CH. 19, 26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.36. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.X___ASTM C 172ASTM C 31ACI 318: 26.5, 26.121908.107. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUESX___ACI 318: 26.51908.6, 1908.7,1908.88. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___XACI 318: 26.5.3-26.5.51908.99. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONSXX______ACI 318: 26.10___10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___XACI 318: 26.9___11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS___XACI 318: 26.11.2___12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.___XACI 318: 26.11.1.2 (b)___ SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.MASONRYLEVEL 2 QUALITY ASSURANCEMINIMUM TESTSPRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION INACCORDANCE WITH SPECIFICATION ARTICLE 1.5VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE INACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUTVERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODEMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY (a)REFERENCE FOR CRITERIACONTPERIODICTMS 402TMS 6021. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALSXArt. 1.52. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. PROPORTIONS OF SITE-PREPARED MORTARXArt. 2.1, 2.6 Ab. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGESXArt. 2.4 B, 2.4 Hc. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGESXArt. 3.4, 3.6Ad. PRESTRESSING TECHNIQUEXArt. 3.6 Be. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRYX (b)X (c)Art. 2.1 C f. SAMPLE PANEL CONSTRUCTIONXArt. 1.6 D3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a. GROUT SPACEXArt. 3.2 D, 3.2 Fb. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGESXSEC. 10.8,10.9Art. 2.4, 3.6c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTSXSEC. 6.3.1,6.3.6, 6.3.7 Art. 3.2 E, 3.4,d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSXArt. 2.6 B,2.4 G.1.b4. VERIFY DURING CONSTRUCTION:a. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALSXArt. 1.5b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTIONXArt. 3.3 Bc. SIZE AND LOCATION OF STRUCTURAL ELEMENTSXArt. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTIONXSEC. 1.2.1(e),6.1.4.3, 6.2.1e. WELDING OF REINFORCEMENTXSEC. 6.1.6.2f. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F )XArt. 1.8 C,1.8 Dg. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEXArt. 3.6 Bh. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCEXArt. 3.5, 3.6 Ci. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTSX (b)X (c)Art. 3.3 B.9,3.3 F.1.b5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMSXArt.1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THETASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE(b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRYSOILSCODE TABLE 1705.6SPECIAL INSPECTION OR TESTCONTINUOUS
PERIODIC1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY___X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.___X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS___X4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X___5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.___XS-103REQUIRED VERIFICATION AND INSPECTIONS
NOTES:1.VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:A.GRADE 60 REINFORCEMENTB.NORMAL WEIGHT CONCRETEa.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3C.NON-EPOXY COATED REINFORCEMENTD.HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARSa.FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3E.CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THANMINORCLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN dba.FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5F.REINFORCEMENT NOT IN SHEAR WALLSa.FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.252.THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.3.ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.4.WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEMAX = LARGER OF
CLASS B, UNOls/5 OR 6"REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULEBAR SIZEDEVELOPMENT LENGTH, ld(CLASS A LAP SPLICE)LAP SPLICE, ls(CLASS B LAP SPLICE)f'c (psi)f'c (psi)2,5003,0004,0002,5003,0004,000#31'-6"1'-5"1'-3"2'-0"1'-10"1'-7"#42'-0"1'-10"1'-7"2'-8"2'-5"2'-1"#52'-6"2'-4"2'-0"3'-3"3'-0"2'-7"#63'-0"2'-9"2'-5"3'-11"3'-7"3'-2"#74'-5"4'-0"3'-6"5'-9"5'-2"4'-6"#85'-0"4'-7"4'-0"6'-6"5'-11"5'-2"#95'-8"5'-2"4'-6"7'-4"6'-9"5'-10"#106'-5"5'-10"5'-1"8'-3"7'-7"6'-7"#117'-1"6'-6"5'-7"9'-2"8'-5"7'-3"REINF DEVELOPMENT LENGTH AND SPLICESNTSBAR SIZED#3 THRU #86d#9 THRU #118dNOTES:1.ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.2.MINIMUM SIDE COVER = 2 12".3.FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.STANDARD HOOK DEVELOPMENT LENGTH "ldh"BAR SIZED"lh"NORMAL WEIGHT2,5003,0004,000#32 1/4"6"0'-9"0'-9"0'-8"#43"8"1'-0"0'-11"0'-10"#53 3/4"10"1'-3"1'-2"1'-0"#64 1/2"12"1'-6"1'-5"1'-3"#75 1/4"1'-2"1'-9"1'-8"1'-5"#86"1'-4"2'-0"1'-10"1'-7"#99 1/2"1'-7 1/2"2'-3"2'-1"1'-10"#1010 3/4"1'-10"2'-7"2'-4"2'-1"#1112"2'-0 1/2"2'-10"2'-7"2'-3"ldhdb
4db2 12" MINDD12 db
"l h"2" CLR MINHOOK DEVELOPMENT LENGTH(SEE SCHEDULE)FACE OFCONCRETEFOC OR POURJT @ STD HOOKdbREINF HOOK DEVELOPMENT LENGTH AND BENDSNTSdb
6db D6db *dbD
135 HOOK90 HOOK** PROVIDE 10db EXTENSIONS IN LIEUOF 6db AT ALL FRAME COLUMNS,GIRDERS, SHEAR WALLS AND SHEARWALL BOUNDARY MEMBERSBAR SIZED#31 12"#42"#52 12"OR 3" MINREINF TIES AND STIRRUPSNTS"SL" STEP LENGTH= 2 "SH""SH"
"SH""D" + "SL""D"
DEPTH OF FTGFTG EL = SEE PLAN"SH" STEP
HEIGHT TOP REINF WHERESHOWN PER PLAN"ls' LAP SPLICETYP"D" + "SL""SL" STEP LENGTH= 2 "SH""ls' LAP SPLICETYPSSSTEP LONG REINF TO MATCHLONG REINF SIZE & SPCGSTEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCGFTG REINF PERPLAN & DETAILS"SH" STEP
HEIGHT SSNOTE: "SH" = 1'-6" MAXLAP SPLICEDOWEL TO MATCHLONG REINF SIZE & SPCGPLANCALLOUTSTEP FOOTINGTIES AND STIRRUPSNTS1'-6"MIN9"FTG PIPEBACKFILLPER SPECSTRENCHEXCAVATION, TYP21 PIPEBOT OF TRENCH EXCAVATIONSHALL NOT EXTEND BELOW THISLINE UNLESS APPROVED BY THEGEOTECHNICAL ENGINEERGRADENOTES:1.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONSWITH BUILDING FOUNDATION REQUIREMENTS.2.IF REQUIREMENTS AS SHOWN CANNOT BE MET STEPFOOTING PER TYPICAL "STEPPED FOOTING" DETAILS22-PIPES PARALLEL TO FOOTINGSNTS3'-0" MAX
(SEE NOTE #1)
4"
MIN
6" MIN
1'-6" MINSLEEVE3D MIN"D"Ø OF SLEEVESTEM WALLFOOTING
NO PIPES PERMITTED IN THIS AREAELEVATIONSECTIONNOTES:1.FOOTINGS SHALL BE STEPPED PER DETAIL 22/- SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".2.CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.3.TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURINGFOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.4.PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.5.CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.23 8"SLEEVE 2" LARGERTHAN OD OF PIPE(SEE NOTE #4)PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALLNTSLAP SPLICELAP SPLICELAP SPLICE
LAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE END0" TYP.
0" TYP.0" TYP0" TYPDOWELS TO MATCH SIZE &SPCG OF HORIZ REINF, TYP90 DEG HOOK@ INT BARSPROVIDE 90 DEG STD HOOK, A U-BARMAY BE PROVIDED W/ LAP SPLICE TOHORIZ BARS IN LIEU OF END HOOKSNOTE:REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHERSPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE.DOUBLE MATLAP SPLICELAP SPLICELAP SPLICE
LAP SPLICECONCRETE INTERSECTIONCONCRETE CORNERCONCRETE ENDPROVIDE 90 DEG STDHOOK @ SHEAR WALLS(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MIN(2) BARS TO MATCHWALL VERT REINF MINDOWELS TO MATCHSIZE & SPCG OFHORIZ REINF, TYPALT DOWEL DIRECTION@ INTERSECTIONSINGLE MATCONC REINF @ INTERSECTIONNTSSITE RETAINING WALLREFER TO CBC 1808.7FOR DIM TO FACE OF SLOPE24" MIN BEL
LOWEST ADJ GRADE
VARIES
(9" MIN)DISTANCE TO SLOPENTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036TYPICAL CONCRETE DETAILSS-2011214212223243132344142434451525354
"db"
"6 db""D""6 db" *"db""D"135 HOOK90 HOOK*BAR SIZED#31 12"#42"#52 12"OR 3" MIN"ldh""db""db""4 db"2 12" MIN"D""D""12 db"
" l h"12"MINBAR SIZED#3 THRU #86db#9 THRU #118dbHOOK DEVELOPMENT LENGTH(SEE SCHED)FACE OFMASONRYBAR SIZEDEVELOPMENT LENGTH (ld) ORLAP SPLICE LENGTH (ls)HOOKDEVELOPMENTLENGTH (le)Dln#32'-3"0'-5"2 145"#43'-0"0'-7"38"#53'-9"0'-9"3 3410"#64'-6"0'-10"4 121'-0"#75'-3"0'-12"5 141'-2"#86'-0"1'-1"61'-4"#96'-9"1'-3"9 121'-7 12"NOTES:1.USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOTSHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY2.DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY3.THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS ANDDIMENSIONED ON THE DRAWINGS4.WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLERBARS5.NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENTWHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THEALLOWABLE STEEL TENSION STRESS, Fs6.D = FINISHED INSIDE BEND DIAMETER7.db = NOMINAL BAR DIAMETERCONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICELAP SPLICEPER SCHEDMAX = SMALLER OF
"ls"/ 5" OR 8"LAP SPLICEPER SCHEDLAP SPLICEPER SCHEDLAP SPLICEPER SCHED"db"
CLEAR
SPCG
CLEAR
SPCGTYPICAL LAP SPLICESSTAGGERED SPLICINGFACE OF MASONRYOR JT @ STD HOOK212TYPICAL COLUMN BAR OFFSETMASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHEDNTSCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036TYPICAL CONCRETE DETAILS14 21222324313233344142434451525354S-211
* FOR K < 2'-0" tkey = 12"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXØFTG TOPFTG BOTTOMWALLTLTLVERT "V"HORIZ "H"3'-0"18"N/A80'-6"1'-4"3'-0"#6 @ 12"#5 @ 16"#6 @ 12"#5 @ 16"#5 @ 12"#4 @ 24"6"2'-0"05'-0"18"N/A81'-6"1'-4"3'-6"#6 @ 12"#5 @ 16"#6 @ 12"#5 @ 16"#5 @ 12"#4 @ 24"12"4'-0"07'-0"18"8"82'-0"1'-4"4'-0"#6 @ 12"#5 @ 16"#6 @ 12"#5 @ 16"#5 @ 12"#4 @ 24"12"6'-0"0"B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stemØ110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE
2"
CLR
3"
CLR
" ld "90° HOOK"V" REINF"H" REINF"H" BARS CONT @ TOW"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg
"S" toe 2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heel
MAX" t " key*PROPERTY LINEWHERE OCCURSFENCE WHEREOCCURSEQEQWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDEPERMEABLE MATERIAL"T" REINF, TOPWATERPROOFING PERCIVIL WHERE SPECIFIEDBIKE PATH CONCRETE WALL @ PROP LINE1/2" = 1'-0"Hwd ftgt stem(IN)BCWREINFStoeMINS heelMAXØMAXTOPBOTTOMWALLTLTLHORIZVERT4'-0"1'-6"81'-6"0'-10"3'-0"#6 @ 12"#5 @ 16"#6 @ 12"#5 @ 16"#5 @ 12"N/A6"3'-0"0FINISH GRADEWALL DRAIN PIPE PER CIVIL DWGSWHERE DRAINAGE NOT PROVIDED,PROVIDE WEEP HOLESROUGHEN JT TO 14"AMPLITUDEWRAP PERMEABLE MATERIALS BEHINDRETAINING WALLS IN A FILTER FABRICAS REQD BY GEOTECH3" CLR3"
CLR
"Hw"" B "WATERPROOFING PERCIVIL, WHERE SPECIFIEDPERMEABLE MATERIAL"S" heel
MAX"C"(IF C < 2'-0", PROVIDESTD 90° HOOK)"S" toe
"d" ftg
" W "ØALT DOWEL DIR @ FTG90°HOOK"L" REINF, BOT" t " stem"H" REINF(2) "H" BARS CONT @ TOWEQEQFENCE WHERE OCCURS"T" REINF, BOT2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)BIKE PATH CONCRETE WALL1/2" = 1'-0"* FOR K < 2'-0" tkey = 12" FOR K > 2'-0" tkey = 18"hwd ftgkt stem(IN)BCWREINFStoeMINS heelMAXFTG TOPFTG BOTTOMWALLTLTLVERT "V"HORIZ "H"5'-6"18"12"121'-9"1'-4"3'-9"#6 @ 12"#4 @ 12"#6 @ 12"#4 @ 12"#5 @ 12"#4 @ 24"6"5'-6""B"FINISH GRADE" k "" W "3"CLR" hw "0"" t " stem110CONC KEY WHERESPECIFIED INSCHED BELOWLAP SPLICE
2"
CLR WATERPROOFING PERCIVIL WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"
CLR
" ld "90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF(2) "H" BARSCONT @ TOW"T" REINF, TOP"L" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C "(IF C < 2'-0", PROVIDESTD 90° HOOK)"d " ftg
"S" toe 2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heel
MAX" t " key*2" CLRFINISH GRADESTORMWATER WALL1/2" = 1'-0"WALLTYPEhwd ftgt stem(IN)BCWREINFStoeS heelMAXØFTG TOPFTG BOTTOMWALLTLTLHORIZ "H"VERT "V"A2'-6"12"61'-6"9"2'-9"#6 @ 12"#5 @ 12"#6 @ 12"N/A#5 @ 16"N/A6"2'-0"34B2'-6"12"64'-0"9"5'-3"#6 @ 12"#5 @ 12"#6 @ 12"N/A#5 @ 16"N/A6"2'-0"34"B"" W "3"CLR" hw "" t " stemØ2"
CLR WATERPROOFING PERARCH WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"
CLR
90° HOOKPERMEABLE MATERIAL"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT" C ""d " ftg
"S" toe 2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heel
MAX EQ"L" REINF, TOPEQCURB AND GUTTER WALL1/2" = 1'-0"INTEGRAL GUTTER PAN.SLOPE PER CITY STANDARDSAND CIVIL DRAWINGShwd ftgt stem(IN)BCWREINFStoeMINS heelMAXFTG TOPFTG BOTTOMWALLTLTLVERT "V"HORIZ "H"2'-8"12"81'-6"1'-10"4'-0"#5 @ 12"#4 @ 16"#5 @ 12"#4 @ 16"#5 @ 12"#4 @ 24"12"2'-4""B"FINISH GRADE" W "3"CLR" hw "" t " stem2"
CLR WATERPROOFING PERCIVIL WHERE SPECIFIEDWALL DRAIN PIPE PER CIVILDWGS WHERE DRAINAGENOT PROVIDED, PROVIDEWEEP HOLESROUGHEN JT TO14" AMPLITUDE3"
CLR
90° HOOKPERMEABLE MATERIAL"V" REINF"H" REINF"H" BARS CONT @ TOW"T" REINF, TOP"T" REINF, BOT"L" REINF, BOT" C ""d " ftg
"S" toe 2"Ø SLOPED WEEP HOLE @ 10'-0" OCOR CLOSER SPCG IF SPECIFIED IN SOILSREPORT (IF NO DRAINAGE BEHIND WALL,PROVIDE WIRE MESH ON BACKSIDE)IF "ld" CAN'T BE ACHIEVED,PROVIDE STD 90° HOOK" S " heel
MAX EQ"L" REINF, TOPFENCE WHEREOCCURSLANDSCAPE HIGH CURB1/2" = 1'-0"EQWALL FOUNDATION SHALL NOT INTERFERE,OR ADD LOADING TO THE CALTRANSBRIDGE FOUNDATION SYSTEM. EXISTINGFOUNDATION ELEMENTS SHALL BE VERIFIEDPRIOR TO THE START OF CONSTRUCTION.NOTIFY SEOR IF CONFLICT IS DISCOVERED.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONNORTH CHORRO GREENWAY
SKYKM / KWASKYAS NOTEDNOVEMBER 11 20221417-05-CU211000036RETAINING WALL DETAILS12142224323334 4142434451525354S-311POST @ CONC WALL 1/2" = 1'-0"30" MIN
EMBED BLK OUTFENCE PER LANDSCAPE DRAWINGFILL HOLE W/ NON-SHRINK GROUTCONC WALL PER PLAN2 12" MIN℄ POST &CONC WALL(2) #4 CONT HORIZ BARS @TOP OF WALL & BOT OF BLK OUT