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Home My WebLink AboutItem 7a. Attachment A_Project Plans (Spec. 1000036)CITY 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-5.2DETAILSELECTRICAL: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, CALIFORNIACERRO SAN LUIS GREENWAYAPPROVED BYSPECIFICATION NO.DATESHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateJUNE 2, 20221000036FILE NO./LOCATIONNo. C 79870B R I AN A. NELSONCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FORN IA C-1.1TOPOGRAPHIC SURVEYPREPARED BY:RRM DESIGN GROUPDATE:NOVEMBER 10, 2021PROJECT No.:1417-05-CU211417-05-CU21SHEET SUMMARY XX>>^^^^SDPROPERTY/RIGHT-OF-WAY LINECENTER LINEEASEMENT LINERETAINING WALLFENCE LINEFLOW LINEGRADE BREAKSAWCUT AND CONFORM LINESTRIPINGTYPE II SLURRY SEALCONCRETE (PCC) PAVEMENTASPHALT (HMA) PAVEMENTCLASS II AGGREGATE BASE SHOULDERSTORM DRAINSTORM DRAIN LINEWSSSDOHEXISTING 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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:26,000 SQUARE FEETMAXIMUM CUT HEIGHT:4.0 FEETMAXIMUM FILL HEIGHT:1.0 FEETRAW CUT:1,150 CUBIC YARDSRAW FILL:920 CUBIC YARDSADJUSTED FILL:(ASSUMED 25% SHRINKAGE)1,150 CUBIC YARDSNET QUANTITY:0 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.2.3.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.4.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN ANDDURING THE ENTIRE LENGTH OF THE CONTRACT.5.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.6.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.7.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING ANDCONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.8.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURINGCONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.9.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALLBE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.10.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.11.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 5-1.26.12.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.13.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 84.14.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OFPAVING WORK.15.CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.16.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD4910.17.ALL PAVEMENT MARKINGS, STRIPING, AND SIGN LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TOINSTALLATION.18.ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, GREEN BIKE LANE COATING,ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.19.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.20.GREEN PAINT AT BIKE LANES SHALL BE SEALMASTER SAFE RIDE OR CITY APPROVED EQUIVALENT PERSECTION 84-6.01.21.HYDRANT MARKERS MUST BE INSTALLED PER STD. 2920, DO NOT INSTALL IN BIKE LANES.22.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.23.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.8.HMA AGGREGATE SIZE MUST COMPLY WITH CITY SPECIFICATIONS SECTION 39-3.01.AC MILL AND FILL NOTES C-3.2C-3.2C-3.3C-3.4C-3.6 C-3.6 C-3.7C-3.7C-3.8C-3.8C-3.9C-3.9C-3 .10C-3 .10C-3 .11C- 3 . 1 1 C- 3 . 1 3 C- 3 . 1 3 C- 3 . 1 4 C- 3 . 1 5FERRINIFOOTHIL L BROADMEINECK E MURRAY MISSIONCHORRORAMONA CERROROMAULDOFELTONC-3.1VENABLECENTERMOUNTAINVIEWLINCOLNHWY 101WALNUTPEACHMILLPALMCHORROCHORRON. CHORROCABRILLO HWY SANTA ROSAE. FOOTHILLCALIFORNIA BROADRAMONA SERRAN O MISSIONMURRAY HWY 101C-3.11PROPOSED SHEETNUMBERS, TYP.BROADALMONDC-3.1C- 3 . 1 6 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 GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet5001" = 250'250750KEYMAP1" = 250' HORIZONTAL SCALEKEYMAPC-1.3SKYBLMSKYCIVIL SHEET INDEX LISTSHEET NUMBERSHEET TITLEC-1.1TITLE SHEETC-1.2GENERAL NOTESC-1.3KEYMAPC-2.1EXISTING CONDITIONS BIKE PATH [10+00 - 13+50]C-2.2EXISTING CONDITIONS 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-3.7BROAD [10+00 - 18+75]C-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-5.1DETAILSC-5.2DETAILSMONTEREY 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' S ^^^^^^10+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.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060BIKE PATH [10+00 - 15+32]EXISTING CONDITIONS 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" W V W V W V W V SDDIINV = 219.0'WMWM EBEBEBEBEBELECBOX ELECVAULT W V E B WM TE L V A U L T G A S V A U L T G A S V A U L TWMEBEB E B EL E C V A U L T EB EB EB EB EB WMEBEBEBEBEB EB WMWM SSSSSSSSSSDRIVEWAY TYP. WM WM ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^38+0039+0040+0041+0042+0010+00INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03CHORRO222 2 2 3 2 2 4221222 222223223 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.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.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 W V W V W V W V WM WM WMWMPP SD M H RI M = 2 2 0 . 7 4 ' IN V = 2 1 8 . 8 ' SD D I IN V = 2 1 9 . 0 ' SD D I G R A T E = 2 2 1 . 6 ' IN V = 2 1 9 . 8 ' SS SSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSD R I V E W A Y T Y P . W V ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^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 200205 210 215 198199201202203204 206207208 209 211 212 213 214 216 217218 219 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 GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [38+00 - 42+25]MATCHLINE - SEE ABOVE EXISTING CONDITIONS CHORRO [33+25 - 42+25]C-2.2SKYBLMSKY2511226132462926661162430"X24"99225959SEE AC MILL AND FILL NOTES FOR AREA WITHINEXISTING ROADWAY BETWEEN EXISTING CURBS962296225462969220feet401" = 20'2060CHORRO [33+25 - 38+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALEMATCHLINE - SEE BELOW5 145544324211246455553666423222246614226666666266626122REMOVER 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"2212 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, TYPNOTES1.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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011PPWV PP COMM BOX ELEC PED DOUBLE CHECKSTOP STOP GREENWAYGREE N WAYGREENWAY STOP7+858+009+00FERRINIHIGHLANDN CHOR R O 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 LFCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 777744663310 DRIVEWAY TYP. BENCH WV WV WMSSSS SS SSSSSSSSSSSSSSSSSSGREENWAY STOP10+0011+0021+0019+0020+0012+0013+00INTERSECTION DATASTA=12+00.00 FOOTHILLSTA=20+99.91 FERRININ=2303965.31E=5763829.42FERRINIFOOTHILL 245 245 250246 248249251245FOOTHILLBIKE SYMBOL &ARROW, 10.5 SF TYP.GREENWAY SIGN ON 12'PUNCH POST IN PARKWAY.PROTECT AND PRESERVEEXISTING HI-VIS CROSSWALKDETAIL 22, 60 LFXXXXXXXGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPPROTECT AND PRESERVEEXISTING CROSSING, STRIPINGAND APPURTENANCESDETAIL 1272 LF CONT.STOP LEGEND ANDLIMIT LINE, 22 SFCURVE WARNINGSIGN (W1-2 R)GREENWAY SIGN WITH DUAL 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)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 ALONG CENTERLINE,3-FT LONG WITH 9-FT GAPS BETWEEN (TYP)4" SOLID WHITE STRIPE, 6-IN OFFCONCRETE EDGE (TYP BOTH SIDES)STA=11+12.70 6.0' (L)245.80 FS245.69 FSMATCH EXISTING245.70 FSMATCH EXISTING245.10 FSMATCH EXISTING245.28 FSMATCH EXISTINGPROTECT AND PRESERVE EXISTINGCONCRETE MEDIAN. RELOCATEAND REPLACE EXISTING PLANTERBOXES AFTER SEALINGGREENWAY SIGN WITH RIGHT ARROWON 12' PUNCH POST FACINGWESTBOUND BIKE/PEDS ON PATHSEE ELECTRICALPLANS (TYP)SEE ELECTRICALPLANS (TYP)12" WHITE, 10 LFPROPOSED 1" IRRIGATION LINE.PROVIDE 1' MIN VERTICAL CLEARANCEBETWEEN ALL EXISTING UTILITIES.S28°30'57"E 7.02'Δ=60°00'00" R=10.00' L=10.47'N88°30'57"W 103.71'20' TEMPORARYCONSTRUCTION EASEMENTINSTALL LEFT-TURN BIKEBOX PER DETAIL DSTRIPED BUFFERPER DETAIL A7'15' SD 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, TYPNOTES1.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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910110feet401" = 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060FERRINI1" = 20' HORIZONTAL SCALEMATCHLINE - SEE PREVIOUS SHEET FERRINIC-3.2SKYBLMSKY74677773364824"X24"1010 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 SSSSSTOP10+0011+0012+0013+0021+0012+0013+00FOOTHILL 245245246 245243244FOOTHILL 243245243244PROTECT AND PRESERVEXXXXXXXXXXXXXXXXXXXXXXXXXXB-BCURVE WARNINGSIGN (W1-2 L)CURVE WARNINGSIGN (W1-2 R)GREENWAY SIGN WITH DUAL 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)SEE ELECTRICALPLANS (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 EXISTINGA-A245.10 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'PCC PANELGREENWAY SIGN WITH RIGHT ARROWON 12' PUNCH POST FACINGWESTBOUND BIKE/PEDS ON PATHSEE ELECTRICALPLANS (TYP)SEE ELECTRICALPLANS (TYP)S28°30'57"E 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 EASEMENTX 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910111.50%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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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.9NOTE:1.ALL BIKE PATH STRIPING TO BE TRAFFIC RATEDPAINT (NOT THERMOPLASTIC) (TYP) 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 GRADEPROPOSED PATHCENTERLINE ELEVATIONSD SDSDSDSDSDSD SDMHRIM = 235.08 INV = 230.7 30" E 18" N/S SDMHRIM = 234.91INV = 231.3' S ^^^^^^>>>>>>>>>>STOPC-C14+0015+0015+6911+0012+00243240238239241242243 235235236RAMONABIKE PATH240236237238239241242XXXXXXXXXXXXXXXXXXXXXXXX D-D2+801+002+00SEE PRECISE GRADING ANDSTORMWATER TREATMENTAREA DETAIL, SHEET C-5.5SEE 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 ON12' PUNCH POSTBIKE SYMBOL ANDARROW, 10.5 SF TYPINSTALL 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 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.12345678910111.50%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)EXISTINGGRADEPROPOSED 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 EASEMENTCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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) SDMHRIM = 234.91INV = 231.3' SPPWMEBEB^^^^^^>>>>>>>>>>STOP14+0015+00243240238239241 242243240236237238239241242 XXXXXXXXXXXXXXXXXXXXXXXX X X2+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: 240.00 STA: 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036BIKE PATH RETAINING WALLC-3.5SKYBLMSKY0feet401" = 20'2060RETAINING WALL(W)1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEELEVATION 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 CHEVRONS PER 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 AGREENWAY SIGN ON 12' PUNCH POST PERDETAIL A. INSTALL "SPEED HUMPS AHEAD"(W84-CA) SIGN AND "COMMERCIALVEHICLES OVER 3 TONS PROHIBITED"(R36-CA) SIGNS ON SAME POST.RELOCATE STOP SIGN ANDPUNCH POST IN PARKWAY1' DOWELED IN CURB PER DETAIL JRAMONABROAD 243244DOWELED IN CURBPER DETAIL JSEE SHEET C-4.5 FOR RAMONA DRIVEWAYSEE SHEET C-4.6 FOR CURB RETURN SEE SHEET C-4.7 FOR CURB RETURN 17.5'10'8.5'5'10'17'REMOVE NO STOPPINGANYTIME AND BEGIN SIGNFROM EXISTING PUNCH POST8.5'10'17.5'3.8'REMOVE EXISTING COMMERCIAL LOADINGSIGN FROM EXISTING PUNCH POST. INSTALLR7-9 SIGN ON 12' PUNCH POSTREMOVE 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 POLEFURNISH AND INSTALL RAPID RECTANGULARFLASHING BEACON SYSTEM (RRFB) (CARMANAHR920-F OR APPROVED EQUAL), PEDESTRIANPUSH BUTTON AND SOLAR KIT ON NEW TYPE 1CPOLE.INSTALL PEDESTRIAN CROSSING SIGNS (W11-2AND W16-7P) ON BOTH SIDES OF PUCH POST.SIGNS SHALL BE FLOURESCENT YELLOW/GREEN"XING" LEGEND21 SF, TYP"PED" LEGEND18 SF, TYPEDGE GRINDBIKE 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 7360, CASE 32'BIKE SYMBOL AND ARROW, 10.5 SF TYP1/2 SCALE STOP LEGENDWITH LEFT TURN ARROWSDSDSDSDWVWVWVDRIVEWAY TYP.SDMHRIM = 235.08INV = 230.7 30" E18" N/SSDMHRIM = 234.91INV = 231.3' SEBEBPPPPWMWMEBEBXINGPED^^^^^^>>>>STOP15+0015+69 10+0011+0012+0013+0014+00RAMONA240236236237238239241235 235236DOWELED IN CURB PER DETAIL J7.5'10'17.5'4.5'DETAIL 22570 LF (CONT.)INSTALL R4-11, R7-9 AND "END"PLAQUE ON 12' PUNCH POSTGREENWAY SIGN WITHLEFT ARROW PLAQUEEDGE GRINDBIKE SYMBOL AND ARROW, 10.5 SF TYP"XING" LEGEND 21 SF, TYP"PED" LEGEND 18 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 7360, CASE 340' RED PAINTED 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 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-3.6SKYBLMSKY7647364437773 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 SDGREENWAY STOPSTOPHUMPHUMP GREEN WAY ^^^^^^^^^^^^^^BROAD15+0016+0017+0018+0010+00 11+00 INTERSECTION DATASTA=17+06.40 BROADSTA=10+00.00 MURRAYN=2302757.01E=5764463.06DOWELED IN CURB PER DETAIL J.STRIPED BUFFER PER DETAIL AYIELD LINEBIKE SYMBOL AND ARROW, 10.5 SF TYPDETAIL 22, 50 LFYIELD LINEGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPHI-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)PEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)SEE 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 HUMPAHEAD" SIGNW84(CA)REMOVE EXISTING TIMEDPARKING SIGN AND PUNCH POSTDETAIL 1362 LF CONT.GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYP'HUMP" LEGEND25 SF, TYPINSTALL STOP LEGENDAND LIMIT LINE. 22 SF.12" WHITE, 17 LFHI-VIS CROSSWALKPER ENG STD 7350. 26 LFHI-VIS CROSSWALKPER ENG STD 7350. 34 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 36" CONCRETE CURBSTOPS, BACK TO BACK6" CONCRETE CURBSTOPS, BACK TO BACKINSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.INSTALL PEXCO FLEX POSTMODEL EAC DELINEATOR, 36"WHITE WITH 2 GREY WRAPS.BIKE SYMBOL AND ARROW, 10.5 SF TYPINSTALL PREFORMED THERMOPLASTIC SHEETS, COBBLE PATTERN, DARK BRICKRED COLOR, ENNIS-FLINT BY PPG TRAFFIC PATTERNS OR APPROVED EQUAL. CONTRACTOR SHALL CONFIRM PATTERN AND COLOR PRIOR TOINSTALLATION.SERANO WVWVWV WV PPEBEBWVPP ASPHALTOVERLAY DRAINFL = 239.9'ASPHALTOVERLAY DRAINFL = 238.7'BRICKWALL WMSTOPSTOP HUMPHUMPSTOPSTOPSTOPGREENWAY ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^GREENWAY10+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/6"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 POST IN PARKWAY.DETAIL 22, 50 LF.DRIVEWAY MARKING,TYPICAL. SEE DETAIL H.GREENWAY SIGNON 12' PUNCHPOST. SEE DETAIL HRELOCATE STOP SIGN AND PUNCH POST IN PARKWAYDOWELED INCURB PERDETAIL JBROADMEINECKE DETAIL 22, 50 LFREMOVE AND RECONSTRUCT SPEED HUMPPER CITY STANDARDS 7320 / 21 (TYPE 1)REPLACE EXISTING SPEED HUMP SIGNWITH W84 (CA) "SPEED HUMPS AHEAD"SIGN ON EXISTING PUNCH POSTRAMONA 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 CURBRETURN10.6'4'17.9'PEDESTRIAN CROSSING WARNING SIGN ON NEWPUNCH POST (W11-2 WITH W16-7P ARROW PLAQUE)GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPREPLACE EXISTING25 MPH SPEEDLIMIT SIGNREMOVE 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.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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-3.7SKYBLMSKY86677343436444367476368348634463430"X24"60"X24"18"X18"10634 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+0027+0027+6010+00 11+00 INTERSECTION DATASTA=10+00.00 MISSIONSTA=25+68.09 BROADN=2301901.82E=5764470.30DOWELED IN CURBPER DETAIL JSTRIPED BUFFERPER DETAIL FBROAD230235231232233234237238 239 MISSIONINSTALL R7-9 AND ENDPLAQUE ON EXISTINGPUNCH 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 POSTGREENWAY SIGN ANDLEFT ARROW PLAQUEON 12' PUNCH POSTREMOVE AND RELOCATEEXISTING SPEED LIMIT SIGNREMOVE "ALL WAY" PLAQUE ANDREPLACE WITH W4-4P CROSSTRAFFIC DOES NOT STOP17.8'10.1'4'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 FL239.05238.75FS239.13FSSTA=22+98.85OFFSET=16.9± (R)STA=23+11.17OFFSET=16.9± (R)STA=23+43.08OFFSET=19.0± (R)STA=23+74.99OFFSET=19.0± (R)BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2TRANSITION FROM2' TO 6" CURBREMOVE AND REINSTALLSPEED HUMP (TYPE 2) PERCITY STD. 7320 & 7321///////////////////////////////////////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 J17.3'12.1'4.6'INSTALL R7-9 AND BEGIN PLAQUEUNDER W84 (CA) ON 12' PUNCH POSTDETAIL 1488 LF CONT.GREENWAY SYMBOL PER'HUMP" LEGEND25 SF, TYP'HUMP" LEGEND25 SF, TYP236.16 TC235.66 FLMATCH EX.237.37 TC235.37 FL240.08 TC238.08 FL240.49 TC238.49 FL240.49 TC239.99 FLMATCH EX.240.53 TC240.03 FLMATCH EX.240.58 TC238.58 FL240.86 TC238.86 FL241.02 TC239.02 FL241.10 TC239.10 FL241.02 TC239.02 FL239.50 TC239.00 FL239.05FSSTA=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)STA=22+43.83OFFSET=24.1± (R)STA=22+46.95OFFSET=15.2± (R)STA=22+58.40OFFSET=16.9± (R)STA=22+53.40OFFSET=15.2± (R)STA=22+78.68OFFSET=16.9± (R)STA=22+83.49OFFSET=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)BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 3TRANSITION FROM2' TO 6" CURB240.52 TC238.52 FLTRANSITION FROM2' TO 6" CURBTRANSITION FROM2' TO 6" CURBBIKE SYMBOL AND ARROW, 10.5 SF TYPREMOVE AND REINSTALLSPEED HUMP (TYPE 2) PERCITY STD. 7320 & 7321REMOVE AND REINSTALLSPEED HUMP (TYPE 2) PERCITY STD. 7320 & 7321PROTECT ANDPRESERVE EXISTINGSEWER CLEANOUTPROTECT AND PRESERVEEXISTING SIGNPROTECT ANDPRESERVEEXISTING TREEPROTECT AND PRESERVEEXISTING MAILBOX,POWER POLE, AND SIGNSERANO REFER TO STRUCTURAL DETAIL 24ON SHEET S-311REFER TO STRUCTURAL DETAIL 24ON SHEET S-311NOTES1.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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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"10 SDSDWVWVWVWVWVWMWMPPPPDRIVEWAY TYP.SDMHRIM = 217.20'INV = 214.1' 18" W 12" ESDMHRIM = 217.50'INV = 213.0' 12" E/W/NSSSSSSSSSSSSSSSD INLETSD INLET10+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 ARROWDOWELED IN MEDIAN PER DETAIL J10'10'8'3'12 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 CURBRETURNSDSTOPSTOPSTOPGREENWAY STOP STOP^^^^^^^^^^^^^^ ^^^^^^^^ ^^^^^^^^^INSTALL BACK TO BACK SIGNS: R7-9SIGN FACING SOUTHBOUND, 18"R1-1 FACING NORTHBOUND 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 LFWVWVWVWMSSSSSSSSSSSSSSSS11+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 ALLEYSEE SHEET C-4.17FOR CURBRETURNDETAIL 1108 LFGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY GREENWAY>>>^^^^^GREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPGREENWAY SIGN ON 12'PUNCH POST. SEE DETAIL AGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPNOTES1.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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011SDWVWV WV WV WV WV WV PP WMWMWMPP PP GVDRIVEWAY TYP. SD INL E TRIM = 2 0 5 . 7 ' INV = 2 0 3 ' 1 2 " E / W / S SD INL E TRIM = 2 0 6 . 1 ' INV = 2 0 4 . 6 ' 1 2 " S 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 LFEDGE GRINDDOWELED IN MEDIAN PER DETAIL JBIKE SYMBOL AND ARROW4" YELLOW APPROX 25'DOWELED IN MEDIAN WITH PLANTER PER DETAIL J4" YELLOW LINE, 3' WITH 9' GAPDOWELED IN MEDIAN WITHPLANTER PER DETAIL J12 SCALE STOP LEGENDSTOP BARBIKE SYMBOL AND ARROWHI VIS CROSSWALKPER ENG STD 7350. 37 LF.STOP LEGEND & LIMIT LINE12 SCALE STOP LEGENDAND LIMIT LINEVENABLECHORRO CENTER"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 CURBRETURNBIKE CROSSING PER CITYSTANDARD 7360, CASE 3SEE SHEET C-4.28FOR CURBRETURNSEE SHEE T C-4.27FOR CUR B 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.7.9'10'10'4.5'3.9'12" WHITE19 LF12" WHITE16 LFSTOP LEGEND & LIMIT LINE12" WHITE10 LFHI VIS CROSSWALKPER ENG STD 7350. 38 LF.12" WHITE18 LFDETAIL 22, 50 LFSD 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=5765140.20DOWELED IN MEDIAN WITH PLANTER PER DETAIL JR4-11 ON 12' PUNCHPOST IN PARKWAYSTOP BAR AND LEGEND4" WHITE EDGE LINEDETAIL 2250 LFHI VIS CROSSWALK PERENG STD 7350. 37 LFBIKE CROSSING PER DETAIL KTWO (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' GAPEDGE GRINDBIKE BUFFER PER DETAIL ADOWELED IN MEDIAN WITH PLANTER PER DETAIL J12 SCALE STOP LEGENDSTOP BARCHORROMISSION DETAIL 1, 185 lfSEE SHEET C-4.19FOR CURBRETURNSEE SHEET C-4.22FOR CURBRETURN SEE SHEET C-4.21FOR CURBRETURNSEE SHEET C-4.20FOR CURBRETURN INSTALL "NO PARKING BIKELANE" SIGN (R4-9) ON NEWPUNCH POST8.1'10'10'4.5' 3.9'INSTALL 18" R1-1 SIGN ON 12' PUNCH POSTCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011W V W V WM PP GVWM WM PP WM SD I N L E T >>>>>>STOPSTOPSTOPSTOPSTOP ^^^^^^^ ^^^^^^^^^ ^^^^^^^^^^^^^^^^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' GAPDOWELED IN MEDIAN PER DETAIL JDOWELED IN MEDIAN WITHPLANTER PER DETAIL JTWO (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 KBIKE SYMBOLAND ARROW, 10.5 SF4" YELLOW APPROX 25'4" WHITE EDGE LINEDETAIL 1151 LFHI VIS CROSSWALKPER ENG STD 7350, 37 LF12 SCALE STOP LEGENDDOWELED IN MEDIAN PER DETAIL JEDGEGRINDEDGE GRINDSTOP 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 BARCHORROLINCOLN BRIZZOLARACREEKSEE SHEET C-4.34FOR CURBRETURNSEE SHEET C-4.35FOR CURBRETURNSEE SHEET C-4.36FOR CURBRETURNSEE SHEET C-4.37FOR CURBRETURNGREEN BACK SHARROWPER DETAIL CGREENWAY SIGN ON 12' PUNCH POSTGREENWAY 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).7.5'10.1'11.7'4.5'2.9' 6.3'10.5'10.5'6.1'DETAIL 1372 LF CONTHI 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±±197.7 TC±196.8 FLMATCHEXISTING±198.2 TC±197.2 FLMATCHEXISTINGDETAIL 2216 LFBIKE SYMBOLAND ARROW, 10.5 SFWV WV WV WV PP PPWM WMPP WMWMDRIVEWAY TYP. 24" PI N E>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^STOP18+0019+0020+0021+0022+0010+0011+00INTERSECTION DATASTA=20+98.86 CHORROSTA=10+00.00 MOUNTAIN VIEWN=2300937.71E=5765458.13DOWELED IN MED IAN W ITHPLANTER PER DETAIL J4" YELLOW LINE,3' WITH 9' GAPEDGE GRINDBIKE SYMBOL AND ARROWBIKE SYMBOLAND ARROW4" WHITE EDGE LINEDETAIL 1204 LFDOWELED IN MEDIAN PER DETAIL JBIKE SYMBOL AND ARROW, 10.5 SF TYP4" YELLOW APPROX 25'DOWELED IN MEDIAN WITH PLANTER PER DETAIL J4" YELLOW LINE, 3' WITH 9' GAPDOWELED IN MEDIAN WITH PLANTER PER DETAIL J12' PUNCH POST WITH NORTHBOUNDFACING R1-1 (18" x 18").CHORROMOUNT A I N VIEWDOWELED IN MEDIAN PER DETAIL J"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 POST18'10'4.5'4.3'12" WHITE18 LFDETAIL 2250 LFDETAIL 2250 LFDETAIL 2250 LFCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011WMSD INLETSD INLETSD INLETSD INLETSTOPSTOP6+057+008+009+00LINCOLNLINCOLNBROADGREEN BACK SHARROWPER DETAIL CSTOP LEGEND & LIMIT LINE, 22 SF TYPGREEBACK SHARROWPER DETAIL C12" WHITE, 35 LF12" WHITE, 18 LFSTOP LEGEND & LIMIT LINE, 22 SF TYPCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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" SD W V WMWMWMWMWMWM XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXX XXSTOP^^^^^^^^^^^^^XXXXXXXXXXXXXXXX XXXXXXXX X XXXXXX27+0028+0029+0030+0010+00 DETAIL 22, 50 LFSTOP BAR ANDLEGEND, 22 SFDETAIL 2250 LFBIKE SYMBOL ANDARROW, 10.5 SF TYP10' BREAK IN MEDIANFOR STORM DRAIN12' BREAK IN MEDIAN FORSTORM DRAIN & EXISTING SSMHDETAIL 1372 LF CONTDOWELED IN MEDIAN PER DETAIL JCHORROWALNUTCALTRANS 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 AND ARROW, 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 SIDEWALK PER CITY STD4030 AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVEAC/BASE AND REPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA)TYPE "A" (1/2" MAX AGGREGATE).STA=26+46.49ME=197.92±STA=26+63.46ME=197.78±±197.6 TC±197.1 FLMATCHEXISTING±198.0 TC±197.5 FLMATCHEXISTINGREMOVE 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 ZICLAZEBRA SEPARATORS PER DETAIL GPROTECT 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±±194.7 TCMATCHEXISTING±194.2 TCMATCHEXISTING12" WHITE, 12 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-3.13SKYBLMSKY77 WVWVWV W V W V W V W V WM WM WMWMPP SD M H RI M = 2 2 0 . 7 4 ' IN V = 2 1 8 . 8 ' SD D I IN V = 2 1 9 . 0 ' SD D I G R A T E = 2 2 1 . 6 ' IN V = 2 1 9 . 8 ' SS SSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSD R I V E W A Y T Y P . W V >>>>>>STOPSTOPSTOPSTOPSTOP^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^STOPSTOP ^^^^^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 BIKE LANE MARKINGS PER CITY DETAIL 7360, CASE 3EDGE GRINDHI VIS CROSSWALKPER ENG STD 7350. 29 LFEDGE GRINDDOWELED IN MEDIAN PER DETAIL JBIKE 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 PER CITY STD 4030AND 4110. ASPHALT PAVEMENT DIGOUT REPAIR. REMOVE AC/BASE ANDREPLACE WITH 10" DEEP LIFT HOT MIX ASPHALT (HMA) TYPE "A" (1/2" MAXAGGREGATE).FURNISH 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/GREENEDGEGRINDEDGE GRINDYIELD LINEBIKE SYMBOL ANDARROW, 10.5 SF TYPBIKE SYMBOL AND ARROW, 10.5 SF TYPDOWELED IN MEDIANPER DETAIL JDOWELED IN MEDIAN PER DETAIL JYIELD LINEDETAIL 1180 LFREMOVE R26(CA) ANDD11-1 SIGN FROMEXISTING PUNCH POST.INSTALL R7-9 AND R3-17SIGN ON EXISTINGPUNCH POST.REPLACE IN ROADWAY PEDESTRIAN CROSSING SIGNSYELLOW HI VIS CROSSWALKPER 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-4.47FOR CURBRETURNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.49FOR CURBRETURNSEE SHEET C-4.46FOR CURBRETURN30"X24"REMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR3-17 SIGN ON EXISTING PUNCH POST.STOP BAR AND LEGEND, 22 SF7.5'10.2'9.8'6'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 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 3BIKE LANEMARKINGS PERCITY DETAIL 7360,CASE 227'34'37'BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2STA=36+28.75 ME=212.87± STA=35+95.75 ME=210.35±±209.3 TC±208.8 FLMATCHEXISTING±212.2 TC±211.7 FLMATCHEXISTING12" 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±220.9 FS SAWCUT AP MATCH EXISTSTA=37+63.26 0.00± () CL_ChorroWVWVWV WMSDDILID SECURED XXXXXXXCHAIN-LINK FENCECHAIN-LINK FENCE XXXSDSTOP^^^^^^^^^^^^^^^^^XXXXX30+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 SFBIKE LANE MARKINGS PER CITY DETAIL 7360, CASE 3DETAIL 2250 LFDOWELED IN MEDIAN PER DETAIL JDOWELED IN MEDIANPER DETAIL JBIKE 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' 10.5' 10.5' 5.8' 8.6'10'10.5'6.5'DETAIL 2250 LFDETAIL 1180 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2REMOVE AND REPLACEEXISTING FENCE, 23 LF. REFERTO LANDSCAPE PLANS.SEE LANDSCAPEPLANS (TYP)SEE LANDSCAPEPLANS (TYP)PROTECT AND PRESERVEEXISTING FENCEREMOVE AND REPLACEEXISTING FENCE, 19 LF.REFER TO LANDSCAPE PLANS.PROTECT 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 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-3.14SKYBLMSKY37746446337637773666444464434336633446335830"X24"99 W 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 U 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 SSSSSSSSSSD R I V E W A Y T Y P . WM WM GREEN WAYSTOPGREENWAY ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^E-E4444441138+0039+0040+0041+0010+00INTERSECTION DATASTA=41+11.41 CHORROSTA=10+00.00 PALMN=2299274.99E=5766592.03MILL PALMCHORRODETAIL 1, 127 LFYELLOW "SLOW" LEGENDBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2DETAIL 8TYPE IV ARROW (L)TYPE II (R) ARROWGREENWAY SIGN ON12' PUNCH POSTBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2YIELD LINEBIKE SYMBOL ANDARROW, 10.5 SF TYP"BIKE LANE ENDS" SIGN & "BIKEMAY USE FULL LANE" SIGNSEE SHEET C-4.48FOR CURBRETURNSEE SHEET C-4.49FOR 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±7373330"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±SEE AC MILL AND FILL NOTESFOR AREA WITHIN EXISTINGROADWAY BETWEEN EXISTINGCURBSHI-VIS CROSSWALK PERENG STD 7350. 36 LF6'10'10'6'25 MPH SIGN ON 12'PUNCH POSTREMOVE R26(CA) AND D11-1 SIGN FROMEXISTING PUNCH POST. INSTALL R7-9 ANDR3-17 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 LFBIKE LANE MARKINGS PERCITY DETAIL 7360, CASE 2BIKE LANEMARKINGS PERCITY DETAIL 7360,CASE 2222.64 TC221.96 FLMATCH EX.223.43 TC222.95 FLMATCH EX.12" WHITE, 19 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 ME=222.7± 222.2± FL ME=222.2± LIP 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+75CENTERLINE OFFSET = -15.2' (L)1.5%CENTERLINE OFFSET = 15.2' (R)3.0%4.5" MIN HOT MIX ASPHALT (HMA)TYPE "A" PER STATE STANDARDSPECIFICATIONS; 1/2" MAXAGGREGATE, TYP.12" MIN SUBGRADE AT 95% MINRELATIVE COMPACTION (ASTM TESTMETHOD D1557 OR CAL 216)14.5" MIN CLASS 2 AGGREGATE BASEPER STATE STANDARD SPECIFICATIONSSEC E-E: CHORRO RECONSTRUCTION STA: 37+63.26 TO 40+79.02PER SOILS REPORT BY EARTH SYSTEMS PACIFIC:R-VALUE = 19TRAFFIC INDEX = 8.0NOTE:THERE ARE EXISTING SHALLOW UTILITIES WITHINPROPOSED WORK AREA. CONTRACTOR SHALL PROTECTAND PRESERVE EXISTING UTILITIES IN PLACER ANDCOORDINATE WITH GEOTECHNICAL ENGINEER.MIN.MAX.1.50%EXISTING SIDEWALK TOREMAIN UNLESS WHERESHOWN PER PLANEXISTING SIDEWALKTO REMAIN UNLESSWHERE SHOWN PERPLANRIGHT-OF-WAY RIGHT-OF-WAY 50' RIGHT-OF-WAY3.0%MAX.1.5%MIN.1.50%ADD NEW CURB AND GUTTERPER CITY STD 4030ADD NEW CURB AND GUTTERPER CITY STD 4030 (TYP)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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 SHEET GREENWAYGREEN WAY 45+0042+0043+0044+00GREENWAY LEGEND PERDETAIL BGREENWAY SYMBOL PERDETAIL B, SHEET C-5.145.5 SF, TYPINSTALL LEFT-TURN BIKEBOX PER DETAIL DGREENWAY SIGN ON 12'PUNCH POSTGREENWAY SIGN ON 12'PUNCH POSTYELLOW DETAIL 2231 LFGRIND EXISTINGSTRIPING ANDREPLACE AS NOTEDGRIND EXISTINGSTRIPING ANDREPLACE AS NOTED15'4.3'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 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.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, 1” MIN. PLACE HOT MIX ASPHALT (HMA) TYPE “A” (1/2" MAXAGGREGATE).REMOVE AND REINSTALL SPEED TABLE PER CITY STD. 7325.1234567891011CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet401" = 20'2060CHORRO [41+50 - 45+00]MATCHLINE - SEE PREVIOUS SHEET1" = 20' HORIZONTAL SCALE1" = 4' VERTICAL SCALECHORRO [41+50 - 45+00]C-3.16SKYBLMSKY 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.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%23.32'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 GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101"=5'515FERRINI | FELTON (SW)1"=5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEF E L TON - S E E N E X T SH E E TFERRINI FELTON CURB RETURNSC-4.1SKYBLMSKY 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 = 5763709.3744.3'23.32'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 EXCEPTION 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)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.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 R RO ROM A U L DO - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036FERRINICERRO ROMAULDO CURB RETURNSC-4.3SKYBLMSKYFERRINI | CERRO ROMAULDO (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE0feet101" = 5'515EXISTING GRADEPROPOSED GRADE 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_FerriniELEVATION253.0254.0256.0258.0253.01.71%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.4SKYBLMSKY 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 MATCHEXISTING4445516647'4.17'8'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 GRADE 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'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 WALL ^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ ^^^ ^ ^ ^^^^ ^^^^^^^^^^^^^^1 7 + 0 01+400 + 9 0 1 + 0 02+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%6551466245.4%3 . 4% 3.1 % 5.9 % 4 . 0%4.0%4444±244.9 FS1.5'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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' 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%47'5'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NE)1" = 5' HORIZONTAL SCALE1" = 1 VERTICAL SCALEBROADMEINECKE CURB RETURNSC-4.8SKYBLMSKY1.3 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 =1 5 . 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (SE)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBR O A D MEINECKE CURB RETURNSC-4.9SKYBLMSKY 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'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MEINECKE (NW)1" = 5'HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROAD MEINECKE CURB RETURNSC-4.10SKYBLMSKY 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 SD^^^^^^^^^^^^^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 FS4NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMURRAY - SEE NEXT SHEETBROAD MURRAY CURB RETURNSC-4.11SKYBLMSKY 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)51246231124NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.12SKYBLMSKY 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 FSNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEBROADMURRAY CURB RETURNSC-4.13SKYBLMSKY 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515BROAD | MURRAY (W)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEBROADMURRAY CURB RETURNSC-4.14SKYBLMSKY 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_MissionNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.15SKYBLMSKY 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^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^^^^^26 + 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 EXCEPTION 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 > > > > > > > > > > > > >^^^^^^^^^^^^^^^^ ^ ^ ^ ^^^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 ' 13 . 4 'STA=13+42.47 20.2± (R) CL_MissionSTA 1+00.00 CR_Almond(SE)N = 2301926.30E = 5764812.4951436622220.37FS2 . 7%4.2%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MISSION | ALMOND (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSIONA L M O N D ALMOND CURB RETURNC-4.17SKYBLMSKY 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 GRADESDSDSDSDSD^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^14+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%3-3C-5.54-4C-5.56" 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)12" MIDSTATE CONCRETE CATCHBASIN (CB 12" x 12", OR APPROVEDEQUAL) JUNCTION STRUCTURE,WITH SOLID TRAFFIC RATED LID215.8 TG211.3 INVSEE 2' CURB CUTDETAIL, SHEET C-6.5SEE 2' CURB CUTDETAIL, SHEET C-6.5217.71 TC217.21 FSSTA 1+00.00 CR_Mission BulboutN = 2301943.00E = 5764935.26STA=14+66.37 19.6± (R) CL_Mission516668" 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_MissionNOTES1.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.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 INLETSD12" MIDSTATE CONCRETE CATCHBASIN (CB 12" x 12", OR APPROVEDEQUAL) JUNCTION STRUCTURE,WITH SOLID TRAFFIC RATED LID8" HDPE STORM DRAIN(S = 0.01 FT/FT MIN)CONNECT TO EXISTING DI203.07 INVCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MISSION BULBOUT1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEMISSIONMISSION CURB RETURNSC-4.18SKYBLMSKYCONTINUED57.5' 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'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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.19SKYBLMSKY 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 " E /W /N^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 1 7 + 0 0 1 + 2 90+901+00N8 2 ° 2 3 ' 5 5 " E 1 3 . 0 0 'Δ=99°L =16 .1 4 '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 FSMATCHEXISTING218.21FSNOTES1.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.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 S S ION - S E E N E X T SH E E T 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036EXISTING GRADEFLOWLINETOP OF CURB 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_Mission5 51666 2246.9%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.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 H O R R O - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMISSION - SEE PREVIOUS SHEETMISSION CURB RETURNSC-4.21SKYBLMSKY 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MISSION (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMISSIONMISSION CURB RETURNSC-4.22SKYBLMSKY 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.23SKYBLMSKY 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 = 5765293.3411'8'51213112NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.24SKYBLMSKY 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 SDSDSDSDSDSDWVWVWVWVWMPPSD 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 '0 3 "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 FSNOTES1.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.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 RO - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTERCENTER CURB RETURNSC-4.25SKYBLMSKY 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 = 2 04 .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 11 122 64 207.44TC/FS207.51TC/FSNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETCEN T E R - S E E N E X T SH E E T CENTER CURB RETURNSC-4.26SKYBLMSKY 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±206.5 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 114NOTES1.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.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 H O R R O - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | CENTER (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECENTER - SEE PREVIOUS SHEETCENTER CURB RETURNSC-4.27SKYBLMSKY 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" =5'515CHORRO | CENTER (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETC E N T E R CENTER CURB RETURNSC-4.28SKYBLMSKY 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 = 5765469.29544114 142262 56NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.29SKYBLMSKY 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 = 5765469.29554 632161422552.2 % 3.9 % 4.4 % 2.0 %202.00FS201.93FS202.20FS202.15FS201.87FS0.5%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MOUNTAIN VIEW (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMOUNTA IN V I EW - S E E N E X T SH E E T MOUNTAIN VIEW CURB RETURNSC-4.30SKYBLMSKY WV WV WV WV WM24" PI N E >>>>>>>>>>> > > > > > > > > > > > > >>>>>>>>>>^^^^^^^^^^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^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 " 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 PLANSNOTES1.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.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 H O R R O 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 GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515MOUNTAIN VIEW - SEE PREVIOUS SHEETMOUNTAIN VIEW CURB RETURNSC-4.31SKYBLMSKYCHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE 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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | MOUNTAIN VIEW (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMOUNTAIN VIEW CURB RETURNSC-4.32SKYBLMSKY 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 = 5765457.40NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.33SKYBLMSKY ELEVATION198.0200.0202.0198.0200.0-1.82%1.91%1.64%1.64%1.64%199.10+90199.2199.29199.31+00199.37199.4199.45199.6 199.53 199.5 199.61 199.7 199.70 199.81+25199.80 199.8 199.89 199.8 199.99 199.8 199.97 199.9 199.88 199.91+50199.91+52L = 50'PVI STA = 1+00.00PVI ELEV = 199.84PVI STA = 1+05.00PVI ELEV = 199.92 PVI STA = 1+18.32 PVI ELEV = 199.59 PVI STA = 1+23.33 PVI ELEV = 199.67 PVI STA = 1+42.05 PVI ELEV = 200.57 PVI STA = 1+50.00 PVI ELEV = 200.42-1.82%1.64%1.64%-2.53%4.79%-1.82%1.64%1.64%-2.53%4.79%PVI STA = 1+00.00PVI ELEV = 199.29PVI STA = 1+05.00PVI ELEV = 199.37 PVI STA = 1+18.32 PVI ELEV = 199.59 PVI STA = 1+23.33 PVI ELEV = 199.67 PVI STA = 1+42.05 PVI ELEV = 200.03 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 FL199.59 TC199.59 FL199.67 TC199.67 FL200.56 TC200.06 FL199.92 TC199.37 FL201.08 TC200.56 FL200.62 TC200.62 FL1.0% 1.0% 5. 8 %1.4%4.7%4.7% 0.5%0.6%1.6%1.5%200.23 TC199.73 FS200.14 TC199.64 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/FS2.5%3.4%1.3%1. 9 % 1. 8 %1.7%±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%200.70FS200.70200.51FLNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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-4.34SKYBLMSKY 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 FL199.59 TC199.59 FL199.67 TC199.67 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%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FLNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETL INCO LN - S E E N E X T SH E E T LINCOLN CURB RETURNSC-4.35SKYBLMSKY 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 GVWM>>>>>>>>>>>> > > > > > > > >>>>>>>>>^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ ^ ^ ^ ^ ^^^ ^ ^^^ ^ ^^^2 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%200.70FS200.20FS200.30FS200.70FS200.14FS200.51FLNOTES1.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.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 H O R R O - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALELINCOLN - SEE PREVIOUS SHEETLINCOLN CURB RETURNSC-4.36SKYBLMSKY 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 FL199.59 TC199.59 FL199.67 TC199.67 FL0.2%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%200.20FS200.14FSNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | LINCOLN (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETL INCO LN LINCOLN CURB RETURNSC-4.37SKYBLMSKY WVWVWMSDDILID SECUREDSD INLETFL = 188.2'XXXXXXXXXXXXX XXXXXXX XXXCHAIN-LINK FENCECHAIN-LINK FENCESDSDSDS D S D SD^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^5-5C-5.55 - 5C- 5 . 56-6C-5.56-6C-5.530+0010+00 1 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'N55°53'50"E 12.25'N 5 5 ° 5 3 ' 5 0 " E 1 1 . 3 3 '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%3.2%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%194.23FS195.36 TC194.86 FL6.8%6" PERFORATED SDR35 PVC SLOPEDUNDERDRAIN (S = 0.02 FT/FT MIN)12" MIDSTATE CONCRETE CATCH BASIN(CB 12" x 12", OR APPROVED EQUAL)OVERFLOW / OUTLET STRUCTURE8" HDPE STORM DRAIN(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-6.5SEE 2' CURB CUTDETAIL, SHEET C-6.5193.50 TG189.00 INV193.60 TG189.1 INVPRIVATE PARCELAPN: 002-293-0155254421662522254.6%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 PLANSNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515WA L N U T CHORROWALNUT CURB RETURNSC-4.38SKYBLMSKYCHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE 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.EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | WALNUT (N)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.39SKYBLMSKY WV WV WV SDDILID SECUREDSDSD 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%3.2%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%194.23FS195.36 TC194.86 FL194.18 TC193.68 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-6.5193.60 TG189.1 INV54 4 1622622254.6%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_WalnutNOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515WALNUT - SEE PREVIOUS SHEETWALNUT CURB RETURNSC-4.40SKYBLMSKYCHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALE 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.EXISTING GRADEPROPOSED GRADECITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036CHORRO | WALNUT (S)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEWALNUT CURB RETURNSC-4.41SKYBLMSKY 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 + 7 8 1 + 0 0N34°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 '4 7 "R =2 0.0 0'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_Peach545421 6 6222 4145NOTES1.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.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 E AC H - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | PEACH (NE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORROPEACH CURB RETURNSC-4.42SKYBLMSKY 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 = 5766193.195562614 1 4 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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SE)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHO R RO - S E E N E X T S H E E T PEACH CURB RETURNSC-4.43SKYBLMSKY 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=13.94'31.2 3 '±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_Peach543421662NOTES1.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.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 EACH - S E E N E X T SH 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALECHORRO - SEE PREVIOUS SHEETPEACH CURB RETURNSC-4.44SKYBLMSKY 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 + 6 9 0+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 FLMATCHEXISTING±197.7 TC±197.2 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 224NOTES1.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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | PEACH (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADEPEACH - SEE PREVIOUS SHEETCHO R RO PEACH CURB RETURNSC-4.45SKYBLMSKY 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 S S S S S S S S S S S SWV^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^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 + 0 0 Δ =9 0 °0 0 '3 8"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 212442NOTES1.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.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 RO - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5'515CHORRO | MILL (NW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEMILLMILL CURB RETURNSC-4.46SKYBLMSKY 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'SSSSSSSSSSSSSSSSSSWV^^^^^^^^^^^ ^^^^^^^^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^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_Chorro±220.7 FS SAWCUT AP MATCH EXISTSTA=37+51.26 0.00± () 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%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.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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU2110000360feet101" = 5' 515CHORRO | MILL (SW)1" = 5' HORIZONTAL SCALE1" = 1' VERTICAL SCALEEXISTING GRADEPROPOSED GRADECHORRO - SEE PREVIOUS SHEETMIL L - S E E N E X T S H E E T MILL CURB RETURNSC-4.47SKYBLMSKYPROTECT AND PRESERVEEXISTING UNDERDRAIN 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'SSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^3 8 + 0 010+001 + 0 0 0+901+001+5810.00'L =15 .7 1'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%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.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 RO - S 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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.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.12345612345678910SDSDSD SDWVWV WVWVWMSDMHSDDIGRATE = 221.6'INV = 219.8'SSSSSSSSSSSSSS^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^^^^^^^^^ ^ ^37+001 0 + 0 0INTERSECTION DATASTA=37+51.26 CHORROSTA=10+00.00 MILLN=2299572.28Δ=90°06'54"R =10 .0 0 'L =1 5 .7 3 '±218.7 TC±218.2 FLMATCHEXISTING218.34 TC218.34 FL218.28 TC218.28 FL218.78 TC218.28 FL0+901+001 + 5 1Δ=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% 1 2 . 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 . 5%±222.3 FSMATCHEXISTING3.3%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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 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 EXCEPTION 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 GREENWAY AS NOTEDJUNE 2, 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"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 SIZE(7.5 SF)WHITE BIKE LANE SYMBOL WITHOUTPERSON PER CALTRANS STD. (7 SF)GREEN BIKE LANE COATING PERPROJECT SPECIAL PROVISIONS(105 SF) U.O.N.8' U.O.N.10' U.O.N.LEFT-TURN BIKE BOX DNOT TO SCALEBIKE/PED DIRECTIONAL SYMBOLSNOT TO SCALEE4"10"AREA = 45.5 SQFTWHITE MARKINGSGREEN WAY SYMBOLBNOT TO SCALENOTE: (1) GREEN WAY STENCIL FURNISHED BY CITY8"8"ZICLA ZEBRA GNOT TO SCALEC-5.14.25'WIDTH PER PLAN ZICLA ZEBRA CYCLE TRACK LANE SEPARATORSSIZE:ZEBRA9, COLOR: WHITEBIKE BUFFERPER DETAIL F6" CONCRETE(CLASS 3)INSTALLATION NOTES:RECTANGULAR CAST IRONPIPE (ALHAMBRA A-470, SOUTHBAY FOUNDRY A9000 ORAPPROVED EQUAL) TO BEINSTALLED 10' MINIMUM FROMNOSE END OF CURBED MEDIANAND AT 20' MINIMUM SPACINGTYPE A3 CURB PER CALTRANS2015 RSP A87A, DOWELLED INTO EXISTING PAVEMENTSURFACE.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"6''3PAVEMENTLAYOUTSECTION A-A#4 REBAR AT 4'-0" OC,12" MIN LENGTH,DRIVEN IN PLACE45#4 LONGITUDINAL BARCONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALEDIRECTION OF TRAVELJ SLOPE TOWARDSGUTTER (1%-2%)R1.25'223GREENWAY SIGNNOT TO SCALEA24"x36" SIGN VARIES PER STREET,BACKGROUND:GREEN, LEGEND:WHITECITY WILL PROVIDE GRAPHIC FILESBACKGROUND:GREENLEGEND & BORDER:WHITERIGHT ARROW PLAQUELEFT ARROW PLAQUEDOUBLE ARROW PLAQUE24'6"24"36"6" CONCRETE(CLASS 3)415"3PAVEMENT#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"3' WIDE CONCRETE MEDIAN1.25' WIDE CONCRETE MEDIANGUTTER LIPPERPLANSIDEWALKCURB FACE116BIKE BUFFERPER DETAIL FCONCRETEMEDIAN PERDETAIL J10'WIDTH VARIESPER PLAN10'BIKE LANE WIDTHVARIES PER PLAN 2'6'PEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAPPEXCO CITY POST OBJECTMARKER MODEL EAC, 18"WHITE WITH 3 YELLOW WRAP6" WHITE Typ.GREEN AREA = 20 SQFTWHITE MARKINGS = 5.92 SQFT8" GRIDGREENBACK CHEVRONKNOT TO SCALE 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 STRUCTURE6" 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 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' 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 EXISTING234.94 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. / LOCATIONCERRO SAN LUIS GREENWAY AS NOTEDJUNE 2, 20221417-05-CU211000036DETAILSC-5.2WALNUT 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 SCALE1 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 OTTO ELECTRICAL, INC. SAN LUIS OBISPO, CA GOTTO@OTTOELECTRICAL.COM 805.459.4329 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 GREENWAYAS NOTED JUNE 2, 2022 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. 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. 12.SEE WIRING BLOCK DIAGRAM FROM ADDITIONAL CONDUIT DETAILS. 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. X SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSTOPW1"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. OTTO ELECTRICAL, INC. SAN LUIS OBISPO, CA GOTTO@OTTOELECTRICAL.COM 805.459.4329 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 GREENWAYAS NOTED JUNE 2, 2022 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 - SDSDSDWVWVWVWM SDSTOPMETER PEDESTAL. FOUNDATION AND ANCHOR PER CITY STANDARD 7510 (2)2"C & (2)1"C PER SINGLE LINE DIAGRAM AND LIGHTING CONTROL DIAGRAM ON E-0.1 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 14FT. PLACE CENTER OF NEW POLE FOUNDATION APPROXIMATELY 36" BEHIND NEW CURB 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. 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. 24" MIN 24" MIN TRACER 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. 24" MIN 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 OTTO ELECTRICAL, INC. SAN LUIS OBISPO, CA GOTTO@OTTOELECTRICAL.COM 805.459.4329 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 GREENWAYAS NOTED JUNE 2, 2022 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 - 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. / LOCATIONCERRO SAN LUIS GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T IONS-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. / LOCATIONCERRO SAN LUIS GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T ION GENERAL 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 CLASS2019 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**NATIVEENG65H50H(PCF)NATIVEENGS-102 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 GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T ION SPECIAL 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 PLACEMENT2.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 W ITH THE APPROVED SUBM ITTALS XArt. 1.52. AS MASONRY CONSTRUCTION BEGINS, VER IFY 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, UNOl s/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 SLOPE 24" MIN BEL LOWEST ADJ GRADE (2) 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. / LOCATIONCERRO SAN LUIS GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T ION TYPICAL 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. / LOCATIONCERRO SAN LUIS GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T ION TYPICAL 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 PERARCH 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 PERARCH, 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 PERARCH 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 GRADERAMONA STORMWATER WALL1/2" = 1'-0"hwd ftgt stem(IN)BCWREINFStoeS heelMAXØFTG TOPFTG BOTTOMWALLTLTLHORIZ "H"VERT "V"2'-6"12"61'-6"9"2'-9"#6 @ 12"#5 @ 12"#6 @ 12"N/A#5 @ 16"N/A6"2'-0"34"B"FINISH GRADE" 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'-4"3'-6"#5 @ 12"#4 @ 16"#5 @ 12"#4 @ 16"#5 @ 12"#4 @ 24"8"2'-4""B"FINISH GRADE" W "3"CLR" hw "" t " stem2" CLR WATERPROOFING PERARCH 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"EQCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONCERRO SAN LUIS GREENWAY SKYKM / KWASKYAS NOTEDJUNE 2, 20221417-05-CU211000036P R E L IM INA RYNOT FO R CON S T RUC T ION RETAINING WALL DETAILS12142224323334 4142434451525354S-311POST @ CONC WALL 1/2" = 1'-0"18" MIN EMBED CL POST & CONC WALLDRILL 3" Ø HOLE FOR 1 12" Ø POST,DO NOT CUT REINFBLK OUT OR COREFENCE PER LANDSCAPE DRAWINGFILL HOLE W/ NON-SHRINK GROUTCONC WALL PER PLAN(2) #4 CONT HORIZ BARS@ TOP OF WALL2 12" MINAVOID THE WALL REINF WHEN EMBEDING FENCE