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HomeMy WebLinkAbout08-16-2016 Item 05 Council Reading File - Margarita Lift Station Planset-Full Size 051016■ Index to plans Sheet Sheet Description Title G-001 TITLE SHEET _ F I G-002 LEGEND, ABBREVIATIONS, AND NOTES gygCApq �°Cf `� G-003 EASEMENTS °t. MIRA SOL � zl C-101 C-102 LIFT STATION DEMOLITION PLAN T� I 2 a DEMOLITION DETAILS WESiMOUT — ` MARLEN C-103 LIFT STATION SITE PLAN mP � �° C-104 SECTION VIEW DARTI0011 — WARREN HIGH(gN TOLOSA ' RA�� L a� 4 °16"Po4 , P C-105 C- 201 SITE IMPROVEMENT PLAN FORCE MAIN - PLAN AND PROFILE ��r�❑ — �T055 �A" FSP NA�ERT HAYS77— s Hwv. ioi FoorHiLL 0 FOOTHILL / � Uq' MCCOLLUM ' H/STq U C-501 CIVIL DETAILS - 1 DEL NORTE RAM SUR RAMONA w OU DESERET 9 BOND a� i A FR ERICK FREDERICKS PE O 5 DEL MAR RAMONA M INECKE DEL SUR v Q[J ARFDRD C-502 C -5O3 CIVIL DETAILS - 2 CIVIL DETAILS - 3 ATALINA LUNETA LUNETA o g \ °SP d MDRRAY M°BRAY A GN BGT❑ E-001 �p� SERRANO wEST �sl m GARFIELD SLS w o SPS J MISSION & v Q E-002 ELECTRICAL LEGEND AND ABBREVIATIONS SINGLE LINE DIAGRAMS AND ELEVATIONS _ R y eny o r VENABLE MONT- ��E c� 9 °L a'O N� �� ALBAN �° Q PHILLIPS _ �� QP �� I � E-003 ELECTRICAL SITE AND TEMPORARY PLAN CEMER I BPo O PEACH y�9 �O�~ a� q NI� E-004 CONDUIT SCHEDULE & DETAILS E-005 CONTROL SCHEMATIC DIAGRAM o a e ODOo �o�� tis I ED -01 ELECTRICAL DETAILS z J� 4 R1V e _ O o e I N-001 N-002 INSTRUMENTATION LEGEND AND SYMBOLS COMMUNICATION BLOCK DIAGRAM �° j P P 9P 9 a� °�A"° A � I °�o�oa N-003 LIFT STATION P&ID v KRISTY N-004 INSTRUMENTATION DETAILS °so p J' / \ y OP NNIFER c° H m Q Q a P P / BLANC �O RACHELCT. / \ ❑ ❑ ❑ �� QQg, NDER O Oo QE`s �,TZ® 5 S e°r A — ``` v 9gyq 3 SOU7H m SOU7H a °Ip0 VVG� V OyCE OfFO \ = 4 SAN s° .P sO �O ✓o/� Q� I = - ED ON 9 SPN�G° "S°" Reference Documents: Reference /.jP ZQ' SONRI ST, 10/1 �� a - ��°NP SA�aT ��� _ I r 9 \ QO BRIDGE � CLAR to �0� O� AGU y w ¢a�� STA US ° City Standard Specifications and Engineering Standards January 2016 Edition - \° 00 WOODBRIDGE oq o e � L< W ❑ oe ?P GPd ��p. 9P VALLECITO c � O (OSO°�P�� S ?O a fo � PF i � � CAUDILL �P�G O�o� SO p y C O BRl UT 5 MITCHELL Rj z RMONY LAWRENC �V��O ZOMOR o�� SOIJTHW00D Z SOUTHWW00� ON �� Q4 BOE OAK- REGOR G ESTVI�y - `7 �` DAR _71 q9� pPF' q sa`' NERIDG� ° PN r OODO'�1 U U o w �� 90 S BRIAR OD o9p0 N ORCUTi — 5 wooD I ORCUTf y _— \ ROYq( m PRTRI„ NAIRE CT S -O °SZ`�Pt, / ° / L y!' �F"��°(�`" ck�' Fc. = 1772 � .(� I I jt LTJ nCj \ \ / ! m y°y PRADO +Z HANSEN ` o P° Mme'• v O 4 BONET7I HOPKINB P N L \ O� FP�� Q RANADA� ■ 0 ��q Pro ect � ��I� �� �F G Q4MEISSNER — py,UP p,A ORCUTi - • — Z HwD ■ A Location ta��M LEP ��� Q� ��'AR ��W°�� �� o�s LGE O� � FPR P1P Q HUCKLE°,o TANK FARM PQRpN !°y< oy oER �> s CROSS SAN LUIS OBISPO COUNTY, CALIFORNIA 1f. ,� \ / '_ NUPARR A I E°E � � y3�'� � UC�NUS S / P r.:: ���.-• I �I � _.1 � 17 - 4 ■ •� !� q �!�' u VVV ��P� oPpM�NOs R a ny � `? / G GGE 9 2 FU QEF GN /h5 AMBROSIA ONSZP GOLDENROD \ ' PTS° s. i. - \ �Po � AIRPORT � �J \ AIRPORT /, , . • ' /-\ �^ 1 ■ I` Fti i�:.,. �` o ,soo a000 SCALE IN FEET �.� UCKLEY y BUCKLEY MARGARITA LIFT STATION 91REPLACEMENT s �✓� Q• . , �, � �. .I . �-�-��--� - MAY 2016 VICINITY MAP �.......- , � ,�-�� ;. '�' '�,--�� �, ; ` � , � �� x. _ -} ft ..� - , �� NOT TO SCALE 91214 . �s •, . �. - r � .w -u,. ,• � � . l- �' � � M 3232 -_- � M SPECIFICATION NO. DATE MAY 2016 APPROVED BY -,, ¢ 9 - Exp. 9/30/17 Q �9T�ECHAN0- � WATER - WASTEWATER REUSE OF CAL O FILE NO./LOCATION ,N LOCATION MAP NOT TO SCALE P.O. BOX 1604 ARROYO GRANDE, CA 93421 (805) 904-6530 Barbara Lynch ICity Engineer R.C.E.C053418 SHEET 1 OF 22 19. PROJECT SPECIFIC GEOTECHNICAL INFORMATION IS CONTAINED IN THE FOLLOWING: GEOTECHNICAL ENGINEERING REPORT MARGARITA AVENUE LIFT STATION AND FORCE MAIN REPLACEMENT SAN LUIS OBISPO, CA. FEBRUARY 18, 2015 EARTH SYSTEMS PACIFIC 20. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY STANDARDS. 21. CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THE CONTRACT IS AWARDED. LEGEND PL PL PL xxxxxxxx SD SD OE IRR OIL E Ss G G G ATT ATT RIGHT-OF-WAY LINE EASEMENT LINE APPROXIMATE PROPERTY LINE EDGE OF PAVEMENT EXISTING FENCE NEW FENCE STORM DRAIN LINE OVERHEAD ELECTRICAL LINE TRAFFIC STRIPING IRRIGATION PIPE OIL PIPE LINE UNDERGROUND ELECTRICAL LINE SANITARY SEWER LINE GAS LINE AT&T LINE NEW PIPELINE CENTERLINE EXISTING GROUND SURFACE (PROFILE VIEW) ABANDONED SANITARY SEWER LINE O1 SURVEY CONTROL POINT AND NUMBER © GAS MANHOLE •1 FOUND MONUMENT AS DESCRIBED (SEE OO STORM DRAIN MANHOLE MONUMENT TABLE) -6, SURVEY NOTES _ss- GENERAL NOTES �w, WATER PAINT MARK __T_ 1. SURVEY PERFORMED BY SAVIOR MICALLEF LAND SURVEYING ON APRIL 2014. 1. STRUCTURAL CONCRETE SHALL BE CLASS "A" 4000 PSI, UNLESS INDICATED OTHERWISE. 2. THE BOUNDARY SHOWN IS A RECORD BOUNDARY ONLY. A TITLE REPORT WAS PROVIDED TO 2. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING WORK. ANY CONFLICTS BETWEEN WATER VALVE THE SURVEYOR BY THE CLIENT. NO PROPERTY CORNERS WERE FOUND ON THE SUBJECT AIR RELEASE VALVE DETAILS OR DIMENSIONS ON THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE OWNER. VALVE PROPERTY AND NO WARRANTY IS MADE ABOUT THE BOUNDARY SHOWN. EASEMENTS SHOWN IN FIRE HYDRANT a GUY POLE THE TITLE REPORT WERE PLOTTED. 3. TAKE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND STRUCTURES SHOWN AS WELL AS ANY AND TELEPHONE POLE eip JOINT UTILITY POLE ALL OTHERS NOT ON RECORD DRAWINGS OR NOT SHOWN ON THESE PLANS. ALL SUCH IMPROVEMENTS OR 3. BENCHMARK STATEMENT: THE ELEVATIONS SHOWN ARE BASED ON CITY OF SAN LUIS OBISPO POLE WITH LIGHT STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO ELECTRIC METER VERTICAL DATUM (2007). BENCHMARK NO. 48 WAS HELD BEING A FOUND LEAD & TACK IN NEW SAMPLING STATION ORIGINAL DESIGN CONDITION AND/OR THE APPLICABLE REQUIREMENTS OF THE AFFECTED UTILITY AT THE GAS METER CENTER CURB RETURN OF ROAD DIVIDER ON EAST SIDE OF S. HIGUERA AT MARGARITA NEW BLOWOFF VALVE CONTRACTOR'S EXPENSE. APPROVAL BY CITY SHALL ALSO BE REQUIRED. TRAFFIC SIGNAL BOX AVENUE. NEW ARV a WATER METER ELEVATION= 143.18' (NAVD 88) 4. COORDINATE UNDERGROUND UTILITY MARKING WITH THE LOCAL UNDERGROUND SERVICE ALERT IRRIGATION CONTROL VALVE /N JURISDICTION (CALL 811) PRIOR TO CONSTRUCTION. 4. HORIZONTAL CONTROL STATEMENT: THE HORIZONTAL CONTROL NETWORK USED WAS CITY OF LIGHT STANDARD © COMMUNICATION MANHOLE SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK 2007 BASED ON THE NORTH AMERICAN 5. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. LOCATIONS SOIL BORING LOCATION & NUMBER DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA. POINTS HELD ARE: PER PROJECT GEOTECHNICAL REPORT SHOWN ON THESE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. SOIL CPT LOCATION & NUMBER PER #8104 #8105 6. UPON LEARNING OF THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND FACILITIES NOT SHOWN OR N=2289874.833 N=2290150.665 SHOWN INACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER, IMMEDIATELY E=5764993.600 E=5766571.883 NOTIFY THE OWNER. 5. BASIS OF BEARINGS: THE BEARINGS SHOWN ARE MEASURED BEARINGS PER THE HORIZONTAL 7. USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER, GAS, OR OTHER CONTROL NETWORK REFERENCED ABOVE. BEARINGS SHOWN WITH (R1) ARE RECORD MAP UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. PROTECT FROM DAMAGE INCURRED BEARINGS. DURING CONSTRUCTION ALL OVERHEAD UTILITY LINES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS. NOTIFY UTILITY COMPANIES PRIOR TO ANY WORK IN OVERHEAD LOCATIONS. CONTRACTOR SHALL BE EROSION CONTROL NOTES RESPONSIBLE FOR COST INCURRED. 8. PRESERVE ALL SURVEY MARKERS AND MONUMENTATION. THOSE REQUIRING REMOVAL SHALL BE TIED OUT; 1. CONTRACTOR TO COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA STATE A CORNER RECORDED; AND RE-ESTABLISHED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY WATER RESOURCES CONTROL BOARD AND CITY STANDARD SPECIFICATIONS. AND CITY STANDARDS. 2. PROJECT DRIVEWAYS AND CONSTRUCTION ENTRANCES SHALL BE PROTECTED 9. MAINTAIN SITE SECURITY AND OWNER ACCESS THROUGHOUT CONSTRUCTION. FURNISH AND INSTALL AGAINST EROSION AND TRACKING OF MUD AND DEBRIS AT ALL TIMES, INCLUDING TEMPORARY SECURITY FENCING DURING CONSTRUCTION. EVENINGS, WEEKENDS AND HOLIDAYS. SUCH PROTECTION MAY BE MODIFIED TO PROVIDE ACCESS TO THE WORK SITE DURING WORK HOURS. 10. COMPACTION OF BACKFILL MATERIALS SHALL BE BY MECHANICAL EQUIPMENT IN ACCORDANCE WITH SPECIFICATION SECTION 77 OF THE CITY STANDARD SPECIFICATIONS. NO FLOODING OR JETTING WILL BE 3. ALL STOCKPILES SHALL BE PROTECTED AGAINST WIND AND WATER EROSION, ALLOWED. IMMEDIATELY UPON PLACEMENT AND REMOVED FROM STREET AT THE END OF EACH DAY. SUCH PROTECTION SHALL REMAIN IN PLACE UNTIL USE OR REMOVAL OF THE 11. ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN THE CONTRACT DOCUMENTS SHALL FULLY STOCKPILE, REGARDLESS OF THE TIME OF YEAR. APPLY TO THE WORK WHETHER SPECIFICALLY REFERENCED OR NOT. 4. ALL FRESH CUT AND FILL SLOPES SHALL BE IMMEDIATELY PROTECTED BY 12. PROVIDE VIDEO TO DOCUMENT THE PRE-EXISTING CONDITIONS OF THE PROJECT SITE AND SURROUNDING INSTALLATION OF EROSION CONTROL DEVICES, AND UNTIL PERMANENT EROSION AREA. SUBMIT THE VIDEO TO THE CITY PRIOR TO THE START OF CONSTRUCTION. CONTROL IS ESTABLISHED. 13. MAINTAIN THE WORK AREA IN A NEAT, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE 5. PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY ESTABLISHED TO THE SATISFACTION OF THE OWNER. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER SATISFACTION OF THE OWNER. (TO BE COMPLETED NO LESS THAN 30 DAYS PRIOR TO NUISANCES BEING CONTROLLED AT ALL TIMES. REQUEST FOR FINAL APPROVAL.) 14. MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES IN CONSTRUCTION FROM THAT SHOWN IN 6. WASTE MATERIALS SHALL NOT BE WASHED OFFSITE. THIS INCLUDES BUT IS NOT THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD DRAWINGS. LIMITED TO SOIL, PAINT, GROUT, COLOR COAT, CONCRETE DUST, SAW RESIDUES, THE CONTRACTOR SHALL NOTE DEVIATIONS FROM THE PLANS ON A SET OF PLANS SPECIFICALLY SET ASIDE GRINDINGS, AND OIL. FOR THIS PURPOSE. ANY CHANGES SHALL BE MADE ON THE ORIGINALS OF THE PLANS. NO CHANGES FROM THAT SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL 7. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF EROSION CONTROL OF THE OWNER'S REPRESENTATIVE. DEVICES IN ACCORDANCE WITH THE CITY'S STANDARDS AND SWRCB REQUIREMENTS. 15. RESTORE ALL PAVEMENT, CONCRETE, ASPHALT, SIDEWALKS, CURBS, TRUNCATED DOMES, AND DRIVEWAY SURFACES REMOVED OR DAMAGED DURING CONSTRUCTION UNLESS INDICATED OTHERWISE ON THE PLANS. PAVEMENT, DRIVE APPROACH, AND SIDEWALK RESTORATION SHALL BE PER CITY STANDARDS. OTHER SURFACES SHALL BE RESTORED IN-KIND UNLESS INDICATED OTHERWISE. 16. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS REFERENCED IN THE CITY'S SPECIAL PROVISIONS AND AS LIMITED BY LOCAL ORDINANCE. 17. ALL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. 18. LIMIT CONSTRUCTION ACTIVITIES TO THE RIGHT-OF-WAY, EASEMENTS, AND DESIGNATED AREAS SHOWN ON DRAWINGS. 19. PROJECT SPECIFIC GEOTECHNICAL INFORMATION IS CONTAINED IN THE FOLLOWING: GEOTECHNICAL ENGINEERING REPORT MARGARITA AVENUE LIFT STATION AND FORCE MAIN REPLACEMENT SAN LUIS OBISPO, CA. FEBRUARY 18, 2015 EARTH SYSTEMS PACIFIC 20. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY STANDARDS. 21. CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THE CONTRACT IS AWARDED. LEGEND PL PL PL xxxxxxxx SD SD OE IRR OIL E Ss G G G ATT ATT RIGHT-OF-WAY LINE EASEMENT LINE APPROXIMATE PROPERTY LINE EDGE OF PAVEMENT EXISTING FENCE NEW FENCE STORM DRAIN LINE OVERHEAD ELECTRICAL LINE TRAFFIC STRIPING IRRIGATION PIPE OIL PIPE LINE UNDERGROUND ELECTRICAL LINE SANITARY SEWER LINE GAS LINE AT&T LINE NEW PIPELINE CENTERLINE EXISTING GROUND SURFACE (PROFILE VIEW) ABANDONED SANITARY SEWER LINE O1 SURVEY CONTROL POINT AND NUMBER © GAS MANHOLE •1 FOUND MONUMENT AS DESCRIBED (SEE OO STORM DRAIN MANHOLE MONUMENT TABLE) -6, UNDERGROUND GAS PAINT MARK _ss- SANITARY SEWER PAINT MARK �w, WATER PAINT MARK __T_ UNDERGROUND TELEPHONE PAINT MARK -E- UNDERGROUND ELECTRIC PAINT MARK _F$_ UNDERGROUND FIBER OPTIC PAINT MARK 20" PINE 0 TREE WITH DIAMETER NOTED x WATER VALVE A AIR RELEASE VALVE ® VALVE 0 FIRE HYDRANT a GUY POLE c- GUY WIRE OTP TELEPHONE POLE eip JOINT UTILITY POLE Opp POWER POLE C=>--ePP POLE WITH LIGHT ELECTRIC METER EM NEW SAMPLING STATION G GAS METER GM NEW BLOWOFF VALVE TRAFFIC SIGNAL BOX TSB NEW ARV a WATER METER 811 GAS VALVE IRRIGATION CONTROL VALVE /N AREA LIGHT �O LIGHT STANDARD © COMMUNICATION MANHOLE CE ELECTRICAL MANHOLE B-1 SOIL BORING LOCATION & NUMBER PER PROJECT GEOTECHNICAL REPORT C-1 SOIL CPT LOCATION & NUMBER PER PROJECT GEOTECHNICAL REPORT �S SANITARY SEWER MANHOLE ARV ELECTRICAL BOX ELEC AIR VACUUM VALVE I GAS BOX Gm COMBINATION AIR VALVE DIA. STREET LIGHT BOX S e DUCTILE IRON PIPE EC TELEPHONE BOX TEL ELEVATION ® BOLLARD/SMALL POLE 0 MONITORING WELL 000 SANITARY SEWER CLEAN OUT FO STREET SIGN/SIGN POST FO FIBER OPTIC PLACARD G GAS PLACARD TS MAIL BOX �.....�/ BRUSH LINE/DRIP LINE POTHOLE NUMBER/LOCATION 0 NEW SAMPLING STATION G NEW CAV Q NEW BLOWOFF VALVE NEW PLUG VALVE 0 NEW ARV O NEW AVV ABBREVIATIONS AC ASPHALTIC CONCRETE ARV AIR RELEASE VALVE AVV AIR VACUUM VALVE I CENTERLINE CAV COMBINATION AIR VALVE DIA. DIAMETER DIP DUCTILE IRON PIPE EC END OF CURVE EL ELEVATION EXIST. EXISTING FLG FLANGE FL FLOW LINE FO FIBER OPTIC GRS GALVANIZED RIGID STEEL QTHRUST BLOCK MJ MECHANICAL JOINT PD PLANT DRAIN PC POINT ON CURVE PCC PORTLAND CONCRETE PAVEMENT (805) 546-5272 PE PLAIN END PH POTHOLE PI POINT OF INFLECTION PL PROPERTY LINE PP POWER POLE PRV PRESSURE RELEASE VALVE R/W RIGHT-OF-WAY SD STORM DRAIN SS SANITARY SEWER STA STATION TS TRAFFIC SIGNAL AGENCY/UTILITY AGENCY CONTACT PHONE NUMBER AT&T NEIL ZAKARIA (805) 546-7012 PG&E TOM WAHWEOTTEN (805) 546-5272 SOUTHERN CALIFORNIA GAS COMPANY CLAUDIA TURNER (805) 681-8024 COMCAST ALLEN UPCHURCH (805) 331-5113 VERIZON SANDRA O'KEEFE (805) 925-0057 LEVEL 3 COMMUNICATION RAFAEL HERNANDEZ (805) 223-1975 UNDERGROUND SERVICE ALERT 811 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE F_ Z W 2 W 0 a J CL W Z O F_ a F_ F_ U. J a F_ a 0 a U) Z 0 Q Cn > w W F--- 0 0 Z 000 Q Z d< Z �W V W J w J w � J U � LU w O w a U) Es �o II Z z o. M33232 r Exp. 9/30/17 �\ FOHAN��P����P F OF DESIGNED BY: JJR ■ DRAWN BY: JPF CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS DATE: MAY 2016 CITY SPECIFICATION NO. 91214 PLAN FILE NO. / LOCATION SHEET NO. G-002 2 of 22 LEGEND - =_ -• ' I TEMPORARY CONSTRUCTION ilJJX I EASEMENT II ADDITIONAL PERMANENT LIFT • STATION EASEMENT QUITCLAIM I " " " ' EASEMENT I I LOT 91 NOTES: PARCEL A ' BOOK 8 MAPS, PAGE 2 1 1. CONTRACTOR TO NOTIFY PROPERTY I BOO 24 PARCEL MAPS PAGE 16 I OWNER 30 DAYS BEFOREOCCUPYING , TEMPORARY I APN 053-182-027 CONSTRUCTION EASEMENT PER APN 053-182-560 SPECIFICATION SECTION 011100. 87.97 F_ Z 2. SEE SPECIFICATION APPENDIX B _ _ I FOR ADDITIONAL EASEMENT W — — I DETAILS. m W � V Q 1 J a W I OC N z '^ LO I O I Z IUj ASPHALT I Q ASPH T U) Q LJ I w ILL 00 33.35' Q 36.14' O Qa �? G ELE 8.75' METER N ER '26.25' `'� GROUND LID 0 WV O I Q _ PO LIF CON UMNS S R IQ + �+t+++ x x \\ S . + f // /// O 1120'INV AY I C) O ++ + + + + + + I I I I o6 / �� // 1 .2' INV I Y 1 BOT OM ASPHALT I ASPH I+ + + + T VAULT PED 3.7 H It t t t t +b PGE BO 8.40' PED 5' HIGH LLi J ~ LLJ _ ++A + + + + + + PGE HIGH w A T E — — — — — — — E E — —--�-- — O w 49.10' ACBELL CBTV BOX O -71 —�' ATT ATT VAULT WN\ CONCRETE SIDEWALK IDEWALK ) TELE CONCRETE SIDEWALK WM I 1NCRETE V) RIS RISER 1z OF ESS ATT/D DUCT UNDERGROUND W W W LINES W EXISTING LIFT STATION EASEMENT ATT/D DUCT UNDERGROUND LINES STORM DRAIN LINE E F Z z W W W W W N — o. M33232 V MARGARITA AVENUE SSMHJ14-64 W -r W W W W W WATERLINE Exp. 9/30/17 SS SS SS SEWER LINE SS SS SS 140.63 RIM 124.6' INV I6 E'LY 124.6' INV OUT N'LY S$ SS SS SS APO �F� GPS ��P qTF OF1`� 0� F SEWER LINE SS SS ES ATT/D LINE w 12 KV ELECTRIC LINE DESIGNED BY: JJR DRAWN BY: JPF CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS DATE: MAY 2016 RW — RW RW RW RW - RW — Ra:° RW RW RW RW CITY SPECIFICATION NO. Know what's b@IOW. 91214 PLAN FILE NO. /LOCATION Call before you dig. CONSTRUCTION EASEMENTS SCALE 1 SHEET NO. G-00/'�3 0 5 10 20 Scale: V = 10' 0 1/2 1 1 INCH = 10 FEET1" IF THIS BAR DOES NOT THEN DRAWING IS MEASURENOT 3 Of 22 TO FULL SCALE DEMOLITION LEGEND: REMOVE AND DISPOSE PROTECT -IN-PLACE = =_ OF EXISTING TREES/ INCLUDING STUMP A.C. TO BE REMOVED 71-1 / SAWCUT AND REMOVE CONCRETE CURB TO CONCRETE TO BE REMOVET /EXTENTS NECESSARY / / FOR CONSTRUCTION OF / / NEW LIFT STATION / / i / / / / I / / 11 / / / SEWER LATERAL /�/ / / / /EXACT LOCATION / / / / / IS UNKNOWN / / / / DEMOLITION NOTES: 1. REMOVE LANDSCAPING WITHIN EXISTING AND NEW PERMANENT EASEMENT LIMITS. ///RELOCATE / / / SEWER LATERAL. / �I /// //, / / REMOVE AND DISPOSE / / / / / 2. EXISTING LIFT STATION AND ELECTRICAL SEE SHEET C-103 / / / / / / / / / // / / REMOVE AND DISPOSE OF / / / / / / / A.C., SEE SHEET C-105 �� � / / IN EXISTING TREE / / /INCLUDING STUMP / / / / / / � � SYSTEMS TO REMAIN IN OPERATION DURING CONSTRUCTION OF NEW LIFT STATION. / / / SAWCUT AND REMOVE A.C. 3. ONCE NEW LIFT STATION IS OPERATIONAL AND TO EXTENTS OF REPLACED APPROVED BY THE CITY, DEMOLISH EXISTING A.C. PER SHEET C-105 LIFT STATION AS SHOWN. Z /RELOCATE ELECTRICAL / / / / / / / / / / SEE SHEET C-103 // ////////LINE, / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 4. MAINTAIN CONTINUOUS SERVICE FOR ALL EXISTING UTILITIES DURING CONSTRUCTION W / /AND NOTE 4 / / / / / / / / / / / / AND/OR RELOCATION ACTIVITIES. 5. LOCATE ELECTRICAL SUPPLY AND CONDUIT FOR EXISTING LANDSCAPE LIGHTING. REMOVE W V Z RELOCATE GAS LINE. / / / / / / / C / / / / / / / / / / / / / CONDUIT TO LIMITS OF CONSTRUCTION AND PROTECT FOR CONNECTION TO NEW LIGHTING PER PROJECT LANDSCAPE PLAN J a W J W SEE SHEET C-103 / � / / / / � / / , / / / / � � / / � RELOCATE / / ELECTRICAL LINE, (SPECIFICATION APPENDIX A). W Z Z O — / REMOVE EXISTING PANEL / / �% AND PG&E SERVICE. / i TO PG&E BOX SEE SHEET C-103 / / / / / / AND NOTE 4 / / / / / , / / / SAWCUT AND REMOVE CONCRETE CURB O J O PRESERVE AND RELOCATE / / / / / / / GENERATOR RECEPTACLE. / / / / / / / / / REMOVE O EXISTING O W //////GENERATOR /// / /SEE SHEET E-002 //// / / //// / / //// / / / // / / / / •�_ /� BRICK COLUMNS, LIGHTS, AND Z O — / ////////////////////REMOVE FENCE.SEE NOTE 5. AND DISPOSE / ` / OF POST AND ANTENNA ti\ ��i� �� REMOVE AND DISPOSE OF EXISTING DSCAPING LL J EXISTING DRY WELL. REMOVE � n ACCESS HATCH, MECHANICAL j VEGETATION COMPONENTS AND CONTROLS. / SEE SHEET 0102 / / // REMOVE AND , PED 3.7' HIGH P PODISPOSE PED 5HIGHEXISTING OF EXISTING WET WELL TO BE / / TREE STUMP � CONVERTED TO MANHOLE. / /FRENCH DRAIN P / / / / / PG&E BOX<t> � FRENCH DRAIN P / SEE SHEET C-104 — — — — — — — — — — — — — E E E E E E ATT ATT PG&E HIGH — — — VOLTAGE E E U' VAULT P — — — — — W ATTO ATT ATT � ATT ATT ATT PACBELL VAULT P CBTV BOX P w a A ATT ATT ATT ATT 1.5' HIGH TELE COMM RISER O FESS p q <' o , Z � M33232 z r — o. Exp. 9/30/17 ��qTF REMOVE AND DISPOSE CH NOF CAOF���\P OF SIDEWALK, SEE SHEET C-103 REMOVE AND DISPOSE OF DRIVEWAY APPROACH, Cn EXISTING 10"0 SEWERO SEE SHEET C-103 DESIGNED BY: JJR W W W W W —�W W W W W W W W W W — DRAWN BY: JPF CHECKED BY: JEH 12 KV ELECTRIC EXISTING MANHOLEPO LINE APPROVED BY: ABANDON EXISTING 6" FORCE SS ss ss ss SS SS MAIN IN-PLACE r2 AND PER DETAIL C-102 ➢ SS SS SS SS SS SS � • SCALE: AS NOTED ON PLANS DATE: ® MAY 2016 y -"� Know what's below. Call before you dig. CITY SPECIFICATION NO. 91214 PLAN FILE NO. /LOCATION SCALE DEMOLITION PLAN 0 2 4 8 1 Scale: 1" = 4' o 712 1 SHEET NO. -101 1 INCH = 4 FEETMEASURE IF THIS BAR DOES NOT MEAS NOT TO FULL SCALE DRAWING IS 4 Of 22 i 4-2Min. --- - 10'--0" Min. - _ with 6 Ft. Wet 5F-6��- Well i .7 'C'} --_ �_ ----- , I �_�- - --- ---- Weatherhead --- 5 4,_0 ,� 3,--5„ a� -_ e e i~ t I r 8 V Min.444 Bubbler Line Guard EXISTING PIPE. REMOVE Z � H in DISCOiIeCt AND DISPOSE �- NEEDED ' OF AS 24" MIN CONCRETE PLUG W - --- __ Station Lifting Switch ----- W Loops „'� � � �-y����\'�." �� Q SEE DEMOLITION 0 4` �i \---SAND j j-11 NOTES IN ELEVATION VIEW REMOVE, SEE 3'' BAG PLUG a f,• - SHEET C-101 , ° tl W - 810 ;�� ABANDONED-IN-PLACE PIPE SECTIONkr___ J Q EXISTING LIFT STATION AND WET ? L M n Biu n _ i I b ag e -c m A ode Packs ,, ". Z WELL - PLAN VIEW Assist Bari One Installed Ea . Side (2 Furnished). � 1i �'`�� � � TYPICAL CUT PLUG &ABANDON DETAIL O � REMOVE ACCESS TUBE TO A MINIMUM DEPTH Air _ / CAP AND PLUG CAP AND PLUG I � Q O OF 4 FEET BELOW GRADE. BACKFILL WITH CLASS II AGGREGATE BASE 3 u b b l e r Line- Ducts 3/4" Pipe to ALL PIPES AND� CONDUITS 2 — ,� O Min • ALL PIPES AND CONDUITS y' ~ REMOVE WET .0 WELL COVER Max. Frost Depth Plus 6 Wet 'dell '_ T " I. ,•�, O EieV- �'' Hf astic Sealer ,�., " ■ ,rte ►� ' ' ABANDON IN PLACE, rT� CONCRETE PLUG PER DETAIL X\_lij Entrance Conduit 3/8 x 3/4 x 3/4 Tee • �� 8 Discharge Gate Valves _ by L ` 4 �.�,;,,,��.. ,, SL ,... 8 Suction Piin Plug f - 12° TYP. t0 Here Gate Valves Q l k /� y. d 1+ �- D i+sc/hg arg_e -Line (' i Lei 1 M.J. .J" tTyp.) D'a. C.I.,Pipe - -`L- IN PLACE +II I 'v ff �, , rr" I', ,Grouted r - 3/S"Air Bubble. �' ''y ` �; Lif ) Tin �`y' Sleeve 7a r.' �r� m(�j/.9jj �}rpc(e J / Pipe -�.. \ � JAl lops / f�p+, - - a� r y - ,rllrr 1 ��V117 - a" 6'�-0 MiI ,. Pr Jk' - -o ' '�- Liquid ^` `C / Fluorescent Light _ CAP ' I Bubbler ABANDON IN PLACE Pipe i _ �� Clean- c 1� /4"SUMP ing Wax "'�- �iL Maint• _ ,- =" I am r or i--. C p ess s �� �� 3 `� i M n LLI W J + Note - � Inspection Elev. r�:�� Pum Disch. p - _ Chart S are p " w _ ' 1 Anchor Sump Piping Line �� = I��, 7 -4 /2+ _- Pum p -- o w to ," _ Seal 0- U) ;^e @Is♦ Wa l l r ABANDON ,r ri �- Q�r REMOVE ALL ITEMS WITH IN PLACE - ,Blower - C of HATCH PATTERN .. --- Deh rn Panel F91 F ESS n ` r -_Min. -�' - a Sam L ru.,• - edifier ,, r=' Common - -o. M33232 'T' - + - to Here �,} ,t � / - ' � t2) Base Beams-gIl8.4 Dis{char f � Exp. 9/30/17 • � � i rn u4ction +L`��ie + +^ D Ia. C. 1. -_.f '` f' 4.-_ SHP �j9T�FCHANI�P���� OF CPA F ;Sucti'an 1 �� 10 = - : Pipe EXISTING DRY WELL Pumps E 1,5P PLAN VIEW DESIGNED BY: JJR Concrete Grout ./k yp �' I �w� (Rad Under v'►ta#ion ) DRAWN BY: 19 � JPF SI,iIITI Pump, �� � a 'Y%� � y 3'� CHECKED BY: lv.JEH s _ fes► j Foundation V o rete c r, r APPROVED BY: COGRETE r/ • , ti EXISTING LIFT STATION AND E�levati ng Blocks f See Installation Instructions) � --- SCALE: AS NOTED ON PLANS DATE: - WET WELL - ELEVATION BACKFILL STRUCTURE MAY 2016 WITH 2 -SACK SLURRY CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. /LOCATION Call before you dig. DEMOLITION DETAILS ,12 1 SHEET NO. C=1 02 1 Scale: NOT TO SCALE IF THIS BAR DOES NOT G IS MEASURENOT S 5 of 22 TO FHULL SCALE GENERAL NOTES: - 1. SUBMIT DEWATERING PLAN PER / 8'-0" 12' SPECIFICATION SECTION 312319 AND - - 47' , SHORING PLAN PER SPECIFICATION SECTION 314100. �Iv • 314100. FLANGE ADAPTER � ��iilllo i, 2. MAINTAIN SEWER SERVICE AT ALL TIMES. 9 9 11 -' • f' TEMPORARY BYPASS PUMPING MAY BE \ REQUIRED DURING CONSTRUCTION. SUBMIT BYPASS PLAN IN ACCORDANCE WITH U' SPECIFICATION SECTION 015800. INCLUDE TT SPECIFICATION SPILL RETENTION, CONTROL AND w COUNTERMEASURE PLAN. A I 2 CLEANOUT, TYP UTILITY BOX AND PROVIDE C104 00 CONCRETE COLLAR 3. SUBMIT PLAN TO PROVIDE TEMPORARY F ELECTRICAL t RE -CONNECT -1 CONNECTION BETWEEN EXISTING LIFT \ JUNCTION BOX I �D, GAS LINE �, NOT SHOWN FOR STATION AND FORCE MAIN PER \ (J SS CLARITY SPECIFICATION SECTION 018110. 9 c c c —L SEE SHEET E-003 DOOR DOUBLE 4. CONTRACTOR TO PROVIDE TRAFFIC \\ DOOR HATCH CONTROL PLANS INCLUDING PEDESTRIAN �' 18 I� COVER OPENING ACCESS AND SIDEWALK CLOSURES PER CITY 9 / I CONTROL PANEL ON Z STANDARD SPECIFICATION SECTION 7-1.03B. ,� , U) EQUIPMENT PAD. SEE 19 W TRAFFIC CONTROL SHALL BE PER CITY 22 18 , �N ELECTRICAL SHEETS. v STANDARD SPECIFICATION SECTION 12. c, i o , i �� , i i II 26 �� 10 I I I I 10 W ADDITIONAL TRAFFIC CONTROL WILL BE , , LADDER 5 REQUIRED BEYOND THE SIGNAGE DENOTED 13 D ° �i� i��� �� , 22 14 `� 14 PER DETAIL V ON THE PLANS. 17 � � � ` � /'�""'� � ,.� � � , % , � � , I I � D � 3 C-501 Q HOSE BIB 2 PER DETAIL �, l ° 26 ° � 4 i �� �ii� �� ,iii I NATURAL GAS �� 5. TRENCH REPAIR IN STREET SHALL BE PER C-502 l i ° ° , , i i , i , i I GENERATOR ON 1 W Q CITY STANDARD 6025. ° ° 23 i I U, EQUIPMENT PAD PER SPECIFICATION J °° ° ° p ° ��,,�� ► VALVE VAULT I ° D / / �� 3 / % % % i % l i SECTION 263213. E 2 Scale: 3/4" - l' -o" RELOCATE GAS I ° i , I ELECTRICAL SHE Z /� �i i _ LINE. MATCH ii ° ° ° ° ° °i �� 2,%ii/ 22 i/i II — () EXISTING LINE SIZE. ° I I ° o %4" RECYCLED, I '� �% � � � � ���� �, � � � � � I I RELOCATE ELECTRICAL CONSTRUCTION NOTES � 22 I I ° WATER LINE , I �i , , i Li i LINES OUTSIDE OF LIFT a Z ❑ THICKENED c� I o ° _ i r 7 STATION EASEMENT. ITEM DESCRIPTION A.C. PAVEMENT Ill �� ° ��ii�i i I U, MATCH EXISTING ° `� CONDUIT AND CONDUIT O CONVERT EXISTING WET WELL TO MANHOLE FOR 10 SEWER LINE PER DETAIL C5o2 Q °,L!�t�i�� i��ii I SIZE. ~ Cn rf 4'X4' AREA 2O NEW 10"0 PVC SEWER LL �, I I i p a � �� ► I � �i,�i iii ��ii���ii II RESERVED 72" O FIBERGLASS WET WELL PER SPECIFICATION SECTION 068200 JLL FOR FUTURE FUTURE IRRIGATION l `� \�_ /�' ��____: / ODOR 4 INSTALL TWO (2) CONSTANT SPEED SUBMERSIBLE PUMPS (HIDROSTAL D4K-LT) WITH Q J SLEEVE. SEE SHEET C-105 l I j� 2" GAS LINE TO CONTROL O PREROTATION BASIN, STAINLESS STEEL GUIDE RAIL SYSTEM AND STAINLESS STEEL I c / GENERATOR SYSTEM LIFTING CHAIN GAS EXISTING METER WET WELL 1 N O5 4" CHECK VALVE, FLGxFLG Ill c, � E - © 4" PLUG VALVE, FLGxFLG -- — E E E RE -CO N E O7 4" 45° ELBOW, FLGxFLG qff qTT A qT.�. 24 ELECTRI AL INES 20 Q F I ® 6"x4" WYE, FLGxFLG �— r-°, i i q ATTL 9O 6"0 DUCTILE IRON PIPE INSTALL 2" PVC PIPE I 8'-0"x8'-0" 8" PRECAST C SLEEVE TO 12" I LID WITH I4ANHOLE FRAMEAND 10 4"Q� DUCTILE IRON PIPE BEHIND SIDEWALK I U) COVER WITH WORDS "SANITARY 2 PER CITY STANDARD I N SEWER" PER CITY STANDARD 6040 21 11 PRESSURE CLEANOUT PER DETAIL C5o1 w I 12 BYPASS RISER, 4" MALE CAMLOCK WITH CAP II METER BOX AND FITTINGS PER l i %4" RECYCLED WATER 13 DUCTILE IRON PIPE TO HDPE PIPE TRANSITION 0 LU COUPLING LU CITY STANDARD 6210 FOR METER PER CITY a co FUTURE CONNECTION. NO i i STANDARD 6210 14 4" RESTRAINED FLEXIBLE COUPLING EBAA SERIES 3800 OR APPROVED EQUAL. v METER TO BE INSTALLED. III 2" RECYCLED U) 15 4"0 VENT PIPE PER DETAIL 2 C-503 W ---W W II WATER 16 6"x4" TEE, FLGxFLG oFEss oNq I c� S� VI�E�Lf.NE� �_� W � 6"Q� HDPE FORCE MAIN o� MAGNETIC FLOW METER IN 4'x5' VAULT PER DETAIL C5o3 _ o. M33232 ti m 6" 450 ELBOW, RESTRAINED, MJxMJ EXP. 9/30/17 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ _ _ — — " SS _SS_ 1 g 4'-8"x8'x5' PRECAST CONCRETE VAULT WITH 48"x72" DOUBLE DOOR LOCKABLE ALUMINUM ------------------------------- --- SEE SHEET C-201 3 O HATCH COVER AS MANUFACTURED BY MIDSTATE CONCRETE PRODUCTS OR APPROVED OF CAO FOR CONTINUATION 0 MARGARITA AVE EQUAL. FABRICATED w 20 SEWER LATERAL PER CITY STANDARD 6810. PIPE DIAMETER TO MATCH EXISTING. HDPE FITTING, � 2" GAS LINE (2) 45° BENDS " 21 REMOVE AND REPLACE CONCRETE DRIVEWAY AND GUTTER PER CITY STANDARDS 2116, DESIGNED BY: 2120 AND 6910. JJR DRAWN BY: 22 SEE SHEET C-105 FOR SITE IMPROVEMENTS. JPF CONNECT 2" RECYCLED WATER LINE TO CHECKED BY: RECYCLED WATER MAIN, LOCATED ON CONNECT GAS LINE TO 23 2' x 3' PULL BOX, SEE SHEET E-003 JEH EAST BOUND SIDE OF MARGARITA AVE. GAS MAIN LOCATED ON APPROVED BY: CONNECT PER CITY STANDARD 6210. EAST BOUND SIDE OF 24 REMOVE AND REPLACE SIDEWALK AND GUTTER PER CITY STANDARDS 4030, 4110, AND MARGARITA AVE. 4910. TO EXTENTS NECESSARY FOR CONSTRUCTION. 4 SCALE: 25 PIPE SUPPORT PER DETAIL C501 AS NOTED ON PLANS c, TYP. • DATE: 26 4"0 SCH80 PVC VAULT DRAIN m MAY 2016 CITY SPECIFICATION NO. 27 CONNECT SEWER LATERAL PER CITY STANDARD 6810. Know what's below. 91214 SEE SHEET C-201 FOR 0111 before you dig. PLAN FILE NO. / LOCATION SCALE CONNECTION LOCATION 0 112 1 SHEET NO. 0 2.5 5 10 LIFT STATION SITE PLAN C-103 1 Scale: 1" — 5' IF THIS BAR DOES NOT 1 INCH = 5 FEET — MEASURE 1" THEN DRAWING IS 22 NOT TO FULL SCALE Of 16 9 16 9 8 N � _ I ® I I � I 25 TYP. l 7 I 9 9 I I I I I �_ Oma, 12 O �I I I I I — 17 5' HIGH AMERISTAR • I��o II �� MONTAGE PLUS COMMERCIAL ORNAMENTAL 5' HIGH AMERISTAR MONTAGE IRON FENCE. SEE 5'-0" 6'-6" 1'-6" 5'-4" PLUS COMMERCIAL LANDSCAPING SHEETS, ORNAMENTAL IRON FENCE. APPENDIX A SEE LANDSCAPING SHEETS, EXPANSION JOINT, ALUMINUM HATCH APPENDIX A. %2" BITUMINOUS WITH FALL 8'-0"x8'-0" x 8" PRECAST PREFORMED JOINT PROTECTION PER CONCRETE LID WITH FILLER WHERE SPECIFICATION TOS=142.65 MANHOLE FRAME AND COVER ADJACENT TO SECTION 055300 BRACKET TOS=142.40 STRUCTURES, TYP. ATTACHMENT 6" CURB PER CITY EL=142.57 STANDARD DWG 4020 BACK OF TOS=142.16 _ SIDEWALK d d y u 7 LANDSCAPING d 4,-8„ ID FINISH GRADE Z W EG ° 4" RESTRAINED W ° d 316 SST GUIDE 6'-0" ID COUPLING, EBAA V COAT WET WELL RAILS, SIZE PER SERIES 3800 OR PER SPECIFICATION MANUFACTURERS APPROVED EQUAL a EXISTING SECTION 099720 RECOMMENDATION _I WET WELL a INV EL=137.12 W d SEE SHEET PIPE SUPPORT, TYP 4 E-003 FOR CONTINUATION a �� 18 -.,SLOPtEMIN. PER DETAIL CSo� Z d d O ° ° O CUT, PLUG x o50� 0�0 �o� 0�0�00�0�00�0�00�0�00�0� o N z i d AND ABANDONED oo�o pyo �o oo�o o �o oo�o o �o o 000 Do�� �0 0 0 o o� o , a Z a O LATERAL 1 ,C:)�j��� CRUSHED GRAVEL PER DETAIL C X02x WRAPPED IN SUBGRADE a4" a DRAIN ENHANCEMENT GEOTEXTILE W ®WITH GRATE PER SPECIFICATION U) 316 SST SLIDE GATE x SECTION 312300 MODEL S202 BY RODNEY x 4 SCH80 PVC J d HUNT-FONTAINE INC OR x DRAIN PIPE COMPACT SUBGRADE TO a ° APPROVED EQUAL x TO WET WELL MINIMUM 90% RELATIVE COMPACTION — 4" PEATRAP dx a d FIBERGLASS INLET ° BAFFLE. TO BE CHANNEL MANHOLE° PROVIDED BY WET 4"Q1 DI PIPE a BASE TO BE POURED d WELL MANUFACTURER. AGAINST SLURRY 1 GENERAL NOTES: BACKFILL PER DETAIL C502 CONNECTION TO x BACKFILL AROUND WET WELL PER d ° EXISTING WET WELL SPECIFICATION SECTION 312300 1. WATER LEVEL CONTROL ELEVATION SETTINGS a HWq 6-0"0 FIBERGLASS WET ARE INITIAL AND TO BE MODIFIED IN THE FIELD. ° d EL 124. x WELL PER SPECIFICATION 2. CONTRACTOR TO NOTE GROUND WATER SECTION 068200 CONDITIONS OBSERVED AT TIME OF FIELD w EXPLORATION FOR THE PROJECT S=0.010 SST LIFTING CHAIN PER GEOTECHNICAL ENGINEERING REPORT.Uj E 10" VCP a �� INV. 124.05 PUMP MANUFACTURER DEWATERING OF THE SITE SHALL BE 0 Cn INV. 124.20 a 10" PVC RECOMMENDATION PREFORMED PER SPECIFICATION SECTION INV. 124.10 LAG PUMP ON 312319. d d EL 123.50 3. SHORING OF EXCAVATIONS SHALL BE PER 2 -SACK 4 LEAD PUMP ON SPECIFICATION SECTION 314100.a FESS CN SAND -CEMENT EL 122.50 4. WET WELL SHALL HAVE FLEXIBLE TYPE � F� SLURRY °° CONNECTIONS AT ALL PIPE PENETRATIONS. 2 z FLEXIBLE CONNECTIONS TO BE PROVIDED BY - °. M33232 m F 0 WET WELL MANUFACTURER.�TFFOHaN Exp. 9/30/17 ° d EL 119.40 PUMP OFF = a of cFo��P 4.4 ° d d ° 44.1 EL 119.20 cAO� A d d d A ° d d °' z 4 A ° dd ° ° ° MIN. DESIGNED BY: ° as d d d d d ° EL 117.20 xxxxxx JJR DRAWN BY: — R ��\' R �.\/�% JPF PLUG AND ABANDON �\ CHECKED BY: EXISTING SUCTION 1 HIDROSTAL 2" TO 4" OF SAND OR GRAVEL JEH APPROVED BY: PIPES PER DETAIL D4K-LT 7.5 HP, BACKFILL FOR LEVELING OF WET WELL c-�o2 1750 RPM, 360 � �� 1/2 CRUSHED GRAVEL WRAPPED IN FILTER --- SCALE: AS NOTED ON PLANS GPM @ 38 ft TDH FABRIC PER SPECIFICATION SECTION 312300 PREROTATION BASIN FORM, DATE: SUPPLIED BY PUMP MAY 2016 MANUFACTURER CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION Call before you dig. LIFT STATION SECTION VIEW 112 1 SHEET NO. C-104 A Scale: 1" — 2' IF THIS BAR DOES NOT DRAWING IS MEASUNOT 7Of 22 TO FULL SCALE LEGEND q), „;-= ► fi REPLACE ASPHALT 2 PAVEMENT PER DETAIL jj ► -T • THICKENED PAVEMENT 3 SECTION PER DETAIL 4" CONCRETE FLATWORK K A PER DETAIL C-502 144.24 143.14 GP FGP 8" CONCRETE PAVEMENT q PER DETAIL FG(E)=143.34 FG(E)=144.00 Z W 2 W V Q GENERAL NOTES: J a Z 1. CONTRACTOR SHALL MAINTAIN EXISTING W Q FINISH GRADES AND SLOPES UNLESS W J 12 INDICATED OTHERWISE ON THESE PLANS. REPLACE CURBS AS Z _ REQUIRED. CURB WIDTH 2. A.C. SHALL BE PER CITY STANDARD Z PAINT PARKING STALLS PER AND HEIGHT TO MATCH SPECIFICATION SECTION 39. Q _ W LU LANDSCAPING, APPENDIX A EXISTING ADJACENT CURB. 3. CONTRACTOR TO PROVIDE NEW FENCE W FG(E)=144.25 OF THE SPECIFICATIONS LIGHTING AND LANDSCAPING PER APPENDIX A Q > OF THE SPECIFICATIONS. F- O U FG(E)=143.00 i 6" CONCRETE CURB AT UL FL=142,72 SLOPE_ / -� EDGE OF FLATWORK J W FG(E)=142.92 ALONG NORTHSIDE PER A.C. PAVEMENT PER I- TOS=142.40 FG=142.65 CITY STANDARD 4020 SPECIFICATIONS AND CITY Q AFL=142.62 FG=142.15 CURB TO HAVE :/ - :%''• FG=142.15 TOS=142.40 STANDARD 39. MATCH EXISTING A.C. POSITIVE TOC=142.90 PAVEMENT THICKNESS, DRAINAGE TO ,; ';�%�'';' o Qoo 0o Qoo Qoo Qo 00 poop po p po p po p poop po 0 DRIVEWAY / / / ° W d 3" MINIMUM FL=/142.24/ FG=141.95 COMPACT EXISTING BASE TO 95% FG(E)=143.85 A.C. ELEVATION NOTE: EXISTING PARKING LOT RELATIVE COMPACTION. WHERE � TO MATCH CONCRETE SLAB TOS=142.00 AC=142.00 ,,, ; ; , . �'''' /'''' %� �'''� PAVEMENT SECTION IS ESTIMATED NO BASE IS PRESENT, PLACE A MINIMUM OF 4" OF CLASS II BASE. q �;;; ��ii����' TO BE 3" A.C. OVER 4" BASE. ❑ ❑ ❑ C/) C-502 0 °° ° ''''';� �� �/ CONCRETE TOS=142.15 p ° ° 0 :'a%%%� %�%%�'%%%�'' FLATWORK A.C. REPAIR - PARKING AREA ,.,,��,I FG(E)=143.07 �° ,;;�',,�% �;;;:%;,;' SLOPE - 2% MAX. 2 AC= 142.115 ° B °° ��;,,/ �;;,/��';/�� o 1 / MIN. NOT TO SCALE 5 TOS=142 00 FG=141.75 W w FL=142.52 G=141.90 o Y w o Q © A.C. PAVEMENT PER 0 _ FL=141.15 0L)w j<2 CONCRETE SPECIFICATIONS AND CITY LSLOPE Cf) 0o C/) PAVEMENT. = 2% MAX. STANDARD 39. o�Ess oNgl 1% MIN. o�pOOoo�oO�oo�oD�oo�oO�oo�oO�oo�oO�oo�oO�oo�oO� �z _M33232 m �o Opo Opo Opo Opo Opo Opo Opo 0o CLASS II BASE COMPACTED TO 95% Exp. 9/30/17 Oro �, INSTALL 3" SCH80 PVC PIPE ,` ,; ,` ,/ /` / / / / / / / / RELATIVE COMPACTION 9TFF�- CA�LPO��oo WITH 16" OF COVER FOR W W W W FUTUR.EIrRRIGATION !A/ PIPING. EXTEND PIPET- W W W W SCARIFY AND COMPACT MINIMUM 12" BEYOND CURB SUBGRADE TO 95% DESIGNED BY: AND CAP RELATIVE COMPACTION JJR DRAWN BY: JPF CHECKED BY: JEH SITE IMPROVEMENTS PLAN THICKENED A.C. PAVEMENT SECTION 1 APPROVED BY: Scale: 1" = 8' NOT TO SCALE --- SCALE: AS NOTED ON PLANS DATE: ° MAY 2016 CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION Call before you dig. ALE 0 112 SHEET NO. C_105 0 5 10 20 1 INCH = 10 FEET IF THIS BAR DOES NOT DRAWING IS MEASURENOT 8 of 22 TO FHULL CALE LEVEL 3 LINE 1 GENERAL NOTES: 1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS INCLUDING PEDESTRIAN ACCESS AND SIDEWALK CLOSURES PER CITY STANDARD SPECIFICATION SECTION 7-1.03B. TRAFFIC CONTROL SHALL BE PER CITY STANDARD SPECIFICATION SECTION 12. ADDITIONAL TRAFFIC CONTROL WILL BE REQUIRED BEYOND THE SIGNAGE DENOTED ON THE PLANS. 2. CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG ALIGNMENT PER SPECIFICATION SECTION 023219. TRAFFIC SIGNAL B I --Ts V J \ C.7 C m 12 KV UNDE GROUND \TS ^ELEC RIC LIN \ \ 2.7°LRT -4 N:2290460.31 �10 U E:5765060.28 rn SSMH J14-13 rn - - W W WATER LINE LIP OF GUTTER 0 10' 20' 0+95 1+00 150 -1 1 1+50 3. FORCE MAIN PROFILE AND ALIGNMENT SHOWN REFLECT CONDITIONS OF EXISTING PIPE. INSTALLATION OF FORCE M� SHALL FOLLOW EXISTING PIPE PROFILE. CONTRACTOR TO SUBMIT ANY PROPOSED DEVIATIONS TO PROFILE AND ALIGNMENT TO ENGINEER PRIOR TO INSTALLATION. 4. IF DAMAGED TRAFFIC SIGNAL LINES SHALL BE REPLACED WI A VIDEO DETECTION SYSTEM PER CITY STANDARD 86. FOR ELECIRII J IHIVUHKUJ, Jtt hCINtK/AL INV 1 C 4 TOWERS ABCJVE (TYPICAL) PGE HIGH Q Q CONCRETE PAD WE IE WATER RISER Q Q QQ 2+00 G2 2" GAS LINE J I h. 3- 1 1 .VV x,45° BEND N:2290429.73 E:W244.51 1 H J14-64 _EORCE MAIN PER 450 BEND SPECIFICATION SECTION N:2290426.93 402097 E:5765240.37 2+50 3+00 3+50 ASPHALT H PED S HIGH E F_� CBTV BOX 12 KV ELECTRIC LINE Line Table J Line # Length Direction L1 29.44' S830 14'00.83"E U L2 52.81' S800 32' 00.73"E L3 130.36' S790 04'48.36"E a L4 5.00' N550 55'46.02"E L5 46.95' N100 56'20.40"E L6 2.57' N550 56'20.40"E L7 2.97' S790 03' 39.60"E LEVEL 3 LINE 1 GENERAL NOTES: 1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS INCLUDING PEDESTRIAN ACCESS AND SIDEWALK CLOSURES PER CITY STANDARD SPECIFICATION SECTION 7-1.03B. TRAFFIC CONTROL SHALL BE PER CITY STANDARD SPECIFICATION SECTION 12. ADDITIONAL TRAFFIC CONTROL WILL BE REQUIRED BEYOND THE SIGNAGE DENOTED ON THE PLANS. 2. CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG ALIGNMENT PER SPECIFICATION SECTION 023219. TRAFFIC SIGNAL B I --Ts V J \ C.7 C m 12 KV UNDE GROUND \TS ^ELEC RIC LIN \ \ 2.7°LRT -4 N:2290460.31 �10 U E:5765060.28 rn SSMH J14-13 rn - - W W WATER LINE LIP OF GUTTER 0 10' 20' 0+95 1+00 150 -1 1 1+50 3. FORCE MAIN PROFILE AND ALIGNMENT SHOWN REFLECT CONDITIONS OF EXISTING PIPE. INSTALLATION OF FORCE M� SHALL FOLLOW EXISTING PIPE PROFILE. CONTRACTOR TO SUBMIT ANY PROPOSED DEVIATIONS TO PROFILE AND ALIGNMENT TO ENGINEER PRIOR TO INSTALLATION. 4. IF DAMAGED TRAFFIC SIGNAL LINES SHALL BE REPLACED WI A VIDEO DETECTION SYSTEM PER CITY STANDARD 86. FOR ELECIRII J IHIVUHKUJ, Jtt hCINtK/AL INV 1 C 4 TOWERS ABCJVE (TYPICAL) PGE HIGH Q Q CONCRETE PAD WE IE WATER RISER Q Q QQ 2+00 G2 2" GAS LINE J I h. 3- 1 1 .VV x,45° BEND N:2290429.73 E:W244.51 1 H J14-64 _EORCE MAIN PER 450 BEND SPECIFICATION SECTION N:2290426.93 402097 E:5765240.37 2+50 3+00 3+50 ASPHALT H PED S HIGH E F_� CBTV BOX 12 KV ELECTRIC LINE 140 INV IN=138.50 135 130 ' 0 10' 20' H:1"=10' V: 1" = 2.5' 0 2.5' 5' S=0.0019-- - S=0.0019 INV =139.29 INV=139.19 INV=139.16o INV=138.71 6"0 HDPE DR17 S=0.0217 IN IN INV=137.12 Q C/) 6"0 DIP GR O PA1- 3+80 �- 150 145 140 135 130 0 112 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE F_ z W 2 W V J Lu w Z 0 F_ H F_ LL J Q F_ 0 Q W J_ Z V- a0�/ L.L LU p UZ �Q OZ LL J 0- Iii J J U � ui O w Of _ a cn Z- 1Z3: � U) N U) Q � rn >Z J J CN _� J Z Y + 0 > O Q z Q z + �- U� DO CV Z CD I- <� Z �� �p C'7 �O >� wz Q.� Y cn Cl) H� �z + U �O rnz coo z arm (0m Q> Nz Q U U Z - PY Nr Q + w Mw maw �> I� LL �a II a� aZ o Z C) U) F_z z �, LO 145 z LL Q ILL Q > Nz - < �> D Q 0 ~z cn w EXISTING ROUND C' z 'moo z DO _j 3: F_ F_ - N z + z + z z U z C9 OVER CENTERLINE co m > M m W Y Y -_ // -------_- OF FORCE MAIN z Q z U� ------ ----- --- --'- ---> ��----- --^� 0 C/) U) 1;t 3: g Q� W Z N Z - w - --_ c z - Ji_ fly - 140 INV IN=138.50 135 130 ' 0 10' 20' H:1"=10' V: 1" = 2.5' 0 2.5' 5' S=0.0019-- - S=0.0019 INV =139.29 INV=139.19 INV=139.16o INV=138.71 6"0 HDPE DR17 S=0.0217 IN IN INV=137.12 Q C/) 6"0 DIP GR O PA1- 3+80 �- 150 145 140 135 130 0 112 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE F_ z W 2 W V J Lu w Z 0 F_ H F_ LL J Q F_ 0 Q W J_ Z V- a0�/ L.L LU p UZ �Q OZ LL J 0- Iii J J U � ui O w Of _ a cn FES i Z z o. M33232 m Exp. 9/30/17 �T9T �F_HNA N OF CPQ - DESIGNED BY: JJR DRAWN BY: JPF CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS DATE: MAY 2016 CITY SPECIFICATION NO. 91214 PLAN FILE NO. / LOCATION SHEET NO. C=201 9 of 22 INSIDE ROAD PAVEMENT OUTSIDE ROAD PAVEMENT SURFACE RESTORATION, A.C.T TRENCH WIDTH • PAVED AREAS PER CITY STANDARD DETAIL 6020 CLEANOUT SAW CUT 17% 30" UTILITY BOX 6°° DIRECTION BLIND FLANGE W/ VERTICAL JOINT W/ CONCRETE LID 316 SST BOLTS DESIGNED EXISTING A/C EXIST. GROUND HH2O LOADING = co w _ IV Ic—I / NOTES: J °°�° `1. o AGGREGATE BASE 3000 oo< III00 BACKFILL MATERIAL SHALL BE PER SPEC. SECTION 312316. AC oo-o°JO° °o ,° 00000 ,�, ` c PAVEMENT SHALL BE PER CITY STANDARD SPECIFICATIONS. z, � � c I TRACER TAPE. SEE NOTE 5. 2. COMPACTION OF PAVEMENT ZONE SHALL BE APPROVED BY THE L` CITY PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. Z w < ,� IMPORTED GRANULAR MATERIAL. W COMPACTED TO 95% RELATIVE 3. IN AREAS WHERE EXCAVATION ARE LOCALLY WET, SOFT OR � COMPACTION YIELDING, PIPE ZONE AND PIPE BEDDING SHALL CONSIST OF %4—INCH CRUSHED ROCK, WRAPPED IN GEOTEXTILE SYSTEM FULLY CONCRETE EQUAL DIAMETER W PER SPECIFICATION SECTION 312316. THE USE OF GRAVEL o DUCTILE IRON PIPE V ` "TIGHT" SHEETING OR SHORING DIRECTLY AROUND THE PIPE SHALL BE APPROVED BY PIPE _ (8" I.D. MAX.) MANUFACTURER. C', J z co TRACER WIRE. SEE NOTE 5. PIPE BELL (BEYOND) 4. PRESSURE TEST PIPING PER SPECIFICATION SECTION 400515 PRIOR CONCRETE N THRUST BLOCK. ° \ a W �_ I + TO PLACING FINAL ASPHALT SURFACE COURSE. 5 SQ FT MINIMUM X� a BEARING AREA ° a 5. TRACER TAPE AND TRACER WIRE PER CITY STANDARD #6020. IMPORT SAND COMPACTED TO 90% RELATIVE COMPACTION UNLESS `° � CD + WET/SOFT CONDITIONS ARE ° < O J o ENCOUNTERED (SEE NOTE 3) ° a ° — — 6" MIN. 12" MAX. PIPE 0. D. 6" MIN. 12" MAX. BLIND FLANGE SEE PLANS FOR 4.6 SQ. FT. MIN. _, , — SIZE AND MATERIAL BEARING AREA a (n W 0 AT DEAD END J UNDISTURBED SOIL F TRENCH DETAIL PRESSURE CLEANOUT LL U 1 2 NOT TO SCALE NOT TO SCALE a ~ RUNGS 16" MOUNTING BRACKET a 3/8"0 x 4" SST A.B., TYP. (� i� L a<L L <L L l � < L < 1 1 L L PLAN NOTE: LADDER TO BE EQUIPPED WITH CONCRETE WALL LIFT—UP RAIL EXTENSION TO ° +42" ABOVE TOP OF COVER. a 16" CLEAR F w ° CORE DRILL 0 0 0 0 0" BOTTOM OF COVER 0 < CONCRETE 0 0 a 4 0 0 MOUNTING BRACKET aLU coQ ° o 0 PASSING PIPE J o o 171 w 0 0 o o SADDLE SUPPORT, TYP. w J x < < F ESS rONq —Niw w — — — 00 = STEEL REINFORCED COPOLYMER z z o. M33232 m Q 2 1/27 MIN. THREADED ROD POLYPROPYLENE RUNG WITH MOLDED EXP. g/3o/» FINGER GRIPS P�9TF 0 3" DIA.,MIN., STD. WT. STEEL PIPE J X OFH AL\ cn I ANCHOR BOLTS WITH NUTS AND � :2 NOTE: WASHERS, 5/8"0 x 6' (4 REQ'D) LADDER TO BE POLYPROPYLENE a� ° LINK SEAL 12% 12% 5/8" BY: a _ MODULAR SEAL LS STEEL BASE PLATE r-0DESIGNED < MODEL C OR ° NOTE: — JJR EQUIVALENT ° ° COAT WITH SYSTEM 10 PER N Q BOTTOM DRAWN BY: JPF ° a a SPECIFICATION SECTION 099000. CHECKED BY: °ooe °ao°o o° �oe< o° JEH APPROVED BY: SCALE: AS NOTED ON PLANS WALL PENETRATION PIPE SUPPORT LADDER DETAIL � DATE. 3 4 5 MAY 2016 NOT TO SCALE Scale: NOT TO SCALE Scale: NOT TO SCALE CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION Call before you dig. 0 112 1 SHEET NO. C-501 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 1 O Of �� NOT TO FULL SCALE EXIST. 4" LATERALS CUT, PLUG AND ABANDON EXIST. 6" SUCTION LINE CUT, PLUG AND ABANDON. SEE SHEET C-102 �----- — A SLOPE SHELVES TO DRAIN EXIST. 6" SUCTION LINE CUT, PLUG AND ABANDON. SEE SHEET C-102 WALLS OF EXIST. WET WELL - CLASS "A" CONCRETE ' 2 -SACK SAND -CEMENT SLURRY 111%111010.. I I SHELF I I XIST. WET WELL PLAN VIEW EXIST. 10" VCP PIPE u SECTION A POURED -IN-PLACE SEWER MANHOLE BASE FOR RETROFIT TO EXISTING WET WELL Scale: NOT TO SCALE U) Lu O CAUTION Lu o � Lu RECYCLED WATER I - DO NOT DRINK C/) O J N z� 5 w U 1/8 o R 3/8"x6" X6" z FLANGE a n° a CONCRETE SLAB PVC PIPE SLEEVE 6" MIN %4" 900 ELL PVC TO GSP ADAPTER STRUCTURAL INSTALLATION %4" HOSE VALVE (TYPE 410) %4" GSP 1/4"0 HOT -DIP GALV U -BOLTS ALR 1 /4"x3/4"x4" (TYP) SIGN PER CITY STANDARDS 8810 AND 8820 WELD FLANGE & COAT WELD W/ ZINC PAINT (2) 3/8"0 SST CONC ANCHORS SYNTHETIC RUBBER SEALING COMPOUND 1" GSP CLASS "C" CONC FINISH 1'-6" DIAMETER GRADES M 3SP TO PVCP ',OUPLING .,AP PIPE AT YARD RUN ENDS INSTALLATION NOTES 1. SIGN SHALL BE PER CITY STANDARD SPECIFICATIONS. 3 2. INSTALL HOSE RACK AT EACH HOSE VALVE. RECYCLED WATER HOSE VALVE AND SIGN NOT TO SCALE C 0 + I x BOLT LOCATION FOR POLE MOUNTED LL m Q BOLT LOCATION FOR WALL MOUNTED r=i 2'-6" FROM FLOOR, BASE, LANDING, ETC RACK TYPE DIMENSION IN d 6'-011 A •d C D A F a H J TYPE A-3/4 HOSE • 9 d • 3 6 7-1/2 9-3/4 1-1/2 TYPE B-1-1/2 HOSE i 12 12 24 4 • 10 a 2 A u SECTION A POURED -IN-PLACE SEWER MANHOLE BASE FOR RETROFIT TO EXISTING WET WELL Scale: NOT TO SCALE U) Lu O CAUTION Lu o � Lu RECYCLED WATER I - DO NOT DRINK C/) O J N z� 5 w U 1/8 o R 3/8"x6" X6" z FLANGE a n° a CONCRETE SLAB PVC PIPE SLEEVE 6" MIN %4" 900 ELL PVC TO GSP ADAPTER STRUCTURAL INSTALLATION %4" HOSE VALVE (TYPE 410) %4" GSP 1/4"0 HOT -DIP GALV U -BOLTS ALR 1 /4"x3/4"x4" (TYP) SIGN PER CITY STANDARDS 8810 AND 8820 WELD FLANGE & COAT WELD W/ ZINC PAINT (2) 3/8"0 SST CONC ANCHORS SYNTHETIC RUBBER SEALING COMPOUND 1" GSP CLASS "C" CONC FINISH 1'-6" DIAMETER GRADES M 3SP TO PVCP ',OUPLING .,AP PIPE AT YARD RUN ENDS INSTALLATION NOTES 1. SIGN SHALL BE PER CITY STANDARD SPECIFICATIONS. 3 2. INSTALL HOSE RACK AT EACH HOSE VALVE. RECYCLED WATER HOSE VALVE AND SIGN NOT TO SCALE C 0 + I x BOLT LOCATION FOR POLE MOUNTED LL m Q BOLT LOCATION FOR WALL MOUNTED r=i 2'-6" FROM FLOOR, BASE, LANDING, ETC RACK TYPE DIMENSION IN INCHES � A B C D E F G H J TYPE A-3/4 HOSE 10-1/2 9 9 18 3 6 7-1/2 9-3/4 1-1/2 TYPE B-1-1/2 HOSE 14 12 12 24 4 8 10 13 2 NOTE: UNITS FABRICATED FROM 1/8" 6061-T6 AL ALLOY PLATE USE TYPE "A" LINO ON DWGS WALL MOUNTED - ATTACH TO CONC WALL W/4 3/8" SST STUD TYPE WEDGE ANCHORS POLE MOUNTED - INCLUDES POSTS, HANDRAILS, STANCHIONS, ETC SEE BELOW 2'-0" F) 59 NEI 111111170 FBI . WIT00C BOLTS W/PL 1/8"x2"x4" POLE (APPROX 2") PLACE ADJ TO SIDEWALK rvr\ o i ruvLj POLES USE 8"x2 FT SQ CONC PAD W/ A 2" DIA SCHED 40 GALV STL PIPE FOR POLE T� W m N FABRICATED ALUMINUM HOSE RACK ORNAMENTAL IRON FENCE - NOT TO SCALE CONCRETE PAVEMENT (4000 psi) SECTION CONCRETE FLATWORK (2500 psi) SECTION WIDTH PER PLANS WIDTH PER PLANS EXPANSION JOINT, %" CONCRETE LIGHT Y TI iiniirnirr� „ n #5 @ 12" OC, EW BITUMINOUS BROOM FINISH = LANDSCAPING PREFORMED #4 @ 18 OC, EW I— FINISHED JOINT FILLER oo GRADE d dro3af,3RO!R�00, d d/ d - d A A d a a d d a /J C ° d • d d O 3 d a d d C d d 1- d d • ° d d d //\//\// // /\//\//\ • d • d Qo o Qo o Jo o Qo o Qo o,j • 000oooo 0 0 0 0 0 C o�o o�o ���d•�00C-)'d j �000�000� � 6" o� 2,Qo0�Qo0�QQ QoO�QoO�QoO�C ��0���00 ' jU U \0Io ooQo ooQo ooQo oo(]o 0o c 6 Ir -sr 11ml(Ir-NI III NOTE: MAXIMUM CONTRACTION JOINT SPACING IS 6' WITH A 1" JOINT DEPTH. MAXIMUM EXPANSION JOINT SPACING IS 25' REQUIRED AT ALL JUNCTIONS AND BUILDING CORNERS. SECTION 12" CLASS 2 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION — NOT TO SCALE C-105 • o Know what's below. Call before you dig. 0 112 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE F - Z LU 2 LU V a J IL W W Z O F— F— C/) F— F- LL J Q F— CD CD 0C Q L J � W J I— ~ U 10- W H W O W U) v U) J_ Q W 0 J A, u ESS o. CNq tiz o. M33232 m Exp. 9/30/17 CHANI�P���\Q OF CAQ DESIGNED BY: JJR DRAWN BY: JPF CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS DATE: MAY 2016 CITY SPECIFICATION NO. 91214 SHEET NO. C-502 11 of 22 17P „ „ • 4 ' Ilio 6"0 316 STAINLESS STEEL VENT PIPE 5'-0" I.D. FIBERGLASS WET WELL 48" x 60" DOUBLE DOOR 0 CONCRETE LOCKABLE ALUMINUM FLATWORK COORDINATE HATCH ACCESS HATCH PER JOINT WITH MFR SPECIFICATION VA - SECTION 053300 1 1 lit 316 STAINLESS STEEL co BUG SCREEN ATTACH TO EL -142.50± WITH Y8" STAINLESS a ° a a STEEL CLAMP a 4 a WET WELL PENETRATION y •,���,�\i/%y �i,ii\/�i� �i,i\ PER SPECIFICATION SECTION 068200 W /\� ° j\, /\, \i Uj V °< VENT PIPE Q ° a a\�Scale: 1/2" = 1'-0" A \/ /\ Uj ° W C`7 6" DISMANTLING INSULATION ZFLANGE 0 6" 450 ELBOW, JOINT a O J ti MJxMJ 6" RESTRAINED 6" FLOW METER ° a ° a _ Q 6"0 SPOOL, ° FLANGE W PExPE ADAPTER 6"0 DIP 6" FORCE MAIN SPOOL, � WALL 3 3 J FLGxPE ° PENETRATION, TYP FLOW 422224 0 U. U INV EL=137.12 PRECAST CONCRETE ° ° z 4 a~/ VAULT PER SPECIFICATION SECTION 034220 a a a ° a a ° ° a � FLOOR ° DRAIN O0,o0Ooop0O�o�oO�o OOo�o000�0000�0000�0000�000 Oo0�0o000�000 Oo�o000�0000�o OooDOo�o000�0000�0000�0000�0000�0000�00 �� O"�O�O"�0��"�O�O"� ������0 �� �� 00��00��0�0���0 O"�0"�0"�00"�0"�0"�00�� �� � w � O�� � O�� � O�� � � O�� � O�� � O�� � O�� � O�� O�� � O� � O�� � O�� � O�� D O � O�� � O�� � O�� � O�� � O�� � O�� � O�� � O� O O O O O O O O O O O O O O O O O O O O O O O O w O w w PIPE 4 12" CRUSHED ROCK BASE PER 0� w z In 2'-0" TYP SUPPORT C-501 SPECIFICATION SECTION 312323 ALL SIDES FESS CNq 4" DRAIN TO aF�� WET WELLz 4" PEA TRAP - °. M33232 Exp. 9/30/17 �T9T HA N � FLOW METER F OF CAQ, 1 Scale: 1" = 1'-0" DESIGNED BY: JJR DRAWN BY: JPF CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS • DATE: ° MAY 2016 CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION Call before you dig. 0 1/2 1 SHEET NO. C-503 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 12 Of �� NOT TO FULL SCALE PLANS SINGLE LINES , LIGHTING AND RECEPTACLES POWER AND CONDUIT CON' N ED CONTROL DIAGRAMS CONTINUE B NO. OF FIXTURES IN AREA CONDUIT BENDS AWAY FROM OBSERVER MR MOTOR STARTER DONTACTOR `�`�� ��`�' TRANSFORMER II A FIXTURE TYPE 4/40 FIXTURE IDENTIFICATION, NUMBER OF LAMPS/LAMP WATTAGE CONDUIT ' BENDS TOWARD OBSERVER CR RELAY, AR -ALARM, CR -CONTROL, TR -TIDE DELAY, 6pr��5 CURRENT TRANSFORMER (3 INDICATES NUMBER .OF CT'S, 500/6 INDICATES ' XFMR RATIO) 8-0" . MOUNTING HEIGHT CONDUIT RUN - CHANGE IN ELEVATION I NUMBER IDENTIFIES RELAY 3 � POTENTIAL (VOLTAGE) TRANSFORMER FLUORESCENT LIGHTING FIXTURE (TYPE T CONDUIT* T -TELEPHONE, PA -INTERCOM, RELAY DEVICE, NUMBER REFERS TO AMERICAN (3 INDICATES NUMBER OF PT'S) AND MOUNTING AS NOTED) SIZE AS NOTED STANDARD DEVICE FUNCTION NUMBER �- TRANSFORMER CONNECTION (DELTA -WYE W/ GROUNDED NEUTRAL) LIGHTING FIXTURE�E AND MOUNTING G GROUND WIRE, SIZE AS NOTED SOLENOID VALVE AS NOTED) INCOMING LINE LIGHTING FIXTURE (POLE OR CONDUIT NO. SEE CONDUIT/CABLE SCHEDULE --��- CONNECTOR, PLUG DRAW OUT TYPE STANCHION MOUNTED) GROUND CONNECTION, BOLTED TYPE THERMAL OVERLOAD RELAY 52 EXIT LIGHT – ARROW INDICATES DIRECTION – DARK ENDED QUADRANT INDICATES FACE GROUND CONNECTION, EXOTHERMIC TYPE MOTOR SPACE HEATER DRAW OUT TYPE POWER CIRCUIT BREAKER ILLUMINATED STRESS CONE � "IvqFLEXIBLE CONDUIT CONNECTION ETM ELAPSED TIME METER 'POTHEAD Z EMERGENCY LIGHTING UNIT (BATTERY POWERED) GROUND ROD, 3/4" X 10'" `On COPPERCLAD AND WELL (UNLESS OTHERWISE NOTED) TEST DEVICE uj 2 C) ® MAGNETIC MOTOR STARTER POTEINTIOMETEI� � CAPACITOR W Z � 2 TOGGLE SWITCH -- + 0� SUBSCRIPT INDICATES CIRCUIT CONTROLLEDCONDUITS SUPERSCRIPT INDICATES. BLANK -1 POLE, 20A, IN CONDUIT RACK 5EJRGE SUPRESS4R �I BATTERY Q � Q I.20V, 2-2 POLE, 20A: 120V, 3-3 WAY, 2DA, 120V, K -KEY OPERATED, P -WITH PILOT LIGHT, D� � K5 CC}NCRETE 'ENCASED MTFt MOTOR OK KIRK -KEY INTERLOCK a > W M-3 POSITION MOMENTARY CONTACT, CENTER UN,OSEE DETAIL) ) W (If "OFF", OR MANUAL MOTOR STARTER � PG & E SINE �S E DWG E$. NOTE E122KV DISTRIBUTION KWH (KW–KIL HOUR METER OR VAR-1lARMETER UNIT I CB 100 THERMAL MAGNETIC BREAKER, 100 INDICATES � co m DUPLEX CONVENIENCE RECEPTACLE, 2 POLE, NV, IENC (KW–KILOWATTMIETER) 30 FRAME. SIZE, 30 INDICATES TRIP AMPS, Z Q F 3 WIRE, 1 TING HEIGHTAC+ 1 B", VON. JUNCTION BOX(H–INDICATES HAZARDOUS AREA 3 POLE [�NL.E55 OTHERWISE NOTED O 0 F–INDICATES FLOOR MOUNTED, H–INDICATES EXPLOSION PROF) 0 A–AMMETER, V–VOLTMETER Z HAZARDOUS AREA EXPLOSION PROOF, WP–OUTDOOR WEATHER PROOF 00 MOTOR (NUMBER INDICATES HORSEPOWER) � SWITCH, A–AMMETER, V–VOLTMETER UNIT MCP 3 CIRCUIT OR I— Q MCP 3 INDITORCATES CONTINUOUS 3 INDICATES CONTINUOUS .R�lTiNG, 3 POLE • Q 0 �-- SINGLE CONVENIENCE RECEPTACLE FIELD MOUNTED INSTRUMENT FUSE (CLF INDICATES CURRENT LIMITING FUSE) UNLESS OTHERWISE NOTED in— W z W RECEPTACLE (RATINGS AS SHOWN ON DRAWINGS) CONTROL STATION, SUBSCRIPT INDICATES FUNCTION CLF -4-1 FULL VOLTAGE, NON–REVERSING MAGNETIC MOTOR 1— ' W S f S START/ST P, S/LOS–START/LOCK OUT STOP, STARTER, 1 INDICATES NEMA SIZE.. SEE SPECIFICATIONS LL . –JOG. T/L.OS–TEST/LOCK–OUT–STOP, R–RESET FUSE WITH BLOWN FUSE INDICATOR FOR TYPE OF BRANCH CIRCUIT PROTEC110N JCOMBINATION 480 MOLT RECEPTACLE, 60A, BOO VOLTS AC, 3W, 4P (H INDICATES HAZARDOUS AREA EXPLOSION MAC�II=TIC MOTOR STARTER '}� INDICATNG LIGHT : R=RED, G=GREED, A=AMBER, Q Q U PROOF W=WHITE, B=BLUE, P=PINK < 'VOLTAGE I) PANEL. COMMUNICATIONS AND MISCELLANEOUS AC COMBINATION FULL MAGNETIC STARTER, � I— CONDUCTOR, CONNECTED CIRCUIT BRMER OR MOTOR CIRCUIT PROTECTOR TYPE AS SHOWN, REVERSIBLE_ Q W MOUNTED ON C©NTROL � STATION MOUNTING� J �{ 0 STAND BELL ALARM! HORN CONDUCTOR, NOT CONNECTED W POWER AND CONDUIT � SPEAKER LIME SWITCH DISCONNECT (30A, 3P NON-FUSED � ELECTRICAL DEVICE OR OUTLET AS NOTED ON DRAWINGS ''� �' �o 0 1 AC 'GOIuIINATIQN FULL VOLTAGE MAGNETIC STARTER, 'CIRCUTF BREAKER OR MOTOR CIRCUIT PROTECTOR TYPE AS SHOWN, TWO SPEED, TWO WINDINGS UNLESS OTHERWISE NOTED) I I 3 POSITIt1N SELECTOR SWITCH CONDUIT RUN, CONCEALED IN CEILING � THERMOSTAT, MTG HT +5'–Q:* UON I � y w CONDUIT RUN, EXPOSED SOUND POWERED TELEPHONE OUTLET I 0 J —�►-`- CONDUIT RUN, IN SLAB, IN WALL, OR BELOW GRADE TELEPHONE OUTLET � � SURGE PROTECTOR o a w ui 7117 CONDUIT RUN, FULL STRODE DESIGNATES PHASE 'WIRE, ® PAGING HANDSET �0 0 I 2 POSITION SELECTOR SWITCH "--0 O- i LIGHTNING ARRESTOR AND GROUND HALF STRODE INDICATES NEUTRAL WIRE, CONDUCT FILL PER CODE OR MINIMUM SIZE CONDUIT AS PERMITTED I I I R RESISTOR ON PLANS OR SPECIFICATIONS, GROUND CONDUCTORONTROL DIAGRAMS I I AS REQUIRED IN SPECIFICATIONS • IO 0 OFF (10) C.ONDUTT RUIN. NUMBER IN PARENTHESIS -�-�Y"�>r N ON --OFF" SWITCH BUS DUCT INDICATES WIRE SIZE OTHER THAN #12 PRESSURE SWITCH LOS NORMALLY CLOSED PUSHBUTTON, MOMENTARY CONDUIT HOMERUN TO PANEL "A" CIRCUITS 1&3 TYPE, LOS -LUCK -OUT -STOP LIMIT SWITCH 1 A-1'3 (COMMON NEUTRAL) 1 NORMALLY OPEN 'PUSHBUTTON, MOMENTARY' 30A DISCONNECT SWITCH, 30 INDICATES SWITCH CONTINUOUS ---o 0— TYPE TEMPERATURE SWITCH NF RATING IN AMPS NF INDICATES NON FUSIBLE CRI DESIGNED BY: AJR CONDUIT SEAL -HORIZONTAL OR VERTICAL TYPE AS NORMALLY OPEN INTERLOCK (CRI DENOTES THAT I REQUIRED, COMPOUND FILLED CONTACT IS ASSOCIATED WITH CONTROL RELAY 1 � ) DRAWN BY: DMD CRI NORMALLY CLOSED INTERLOCK (CRI DENOTES THAT CHECKED BY: 11 CONTACT IS ASSOCIATED WITH CONTROL RELAY •1) JEH APPROVED BY: SCALE: AS NOTED ON PLANS • DATE: ® APRIL 2016 QROFESS CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION v Q � z Call before you dig. w No. E9206 m NO. E-001 * * 0 112 1SHEET F OF IF THIS BAR DOES NOT CA`�FO MEASURE 1 THEN DRAWING IS 1 Of �� NOT TO FULL SCALE PG&E 240/120V SERVICE PG&E 240/12OV, 3-PH SERVICE • . II II ,. PULLBOX _ --- (EXIST.) 100A, 240V, 3-PH AUTOMATIC TRANSFER 60A, 240V, 3-PH — — MCC, 100A, 240/12OV, 3PH, 4-WIRE, 1 OK AICS — — — — — SWITCH — — — — MANUAL TRANSFER SWITCH TRANSFER SWITCH (TEMPORARY) (EXIST.) 1 1 A 1 1 A 1 1 A F- -1 SERVICE METER J I MCP / MCP / 2P / 3P "k\I / 3P / 3P M UTILITY METER I BOX I I I 1 1 (EXIST.) I I I I I 1 PANEL Z W W p C) N a GENERATOR co a Q Q RECEPTACLE J > 4" CO (EXISTING, W LU EXISTING W W FACILITY W GENERATOR 0 RECEPTACLE 1 100A Z z (EXIST.) / 3P QQ _ C) G < Q NEW MCC _.5HP _I.5HP — 40 W < PUMP 1 PUMP -2 GENERATOR Q 0 IL W J z_ SINGLE LINE DIAGRAM - INTERIM PHASE SINGLE LINE DIAGRAM - NEW FACILITY 2 Q Q z OC Q 36" 20" 20" 20" MCC C/B PUMP MAIN C/B !1 GEN C/B PG&E METERLU w w LU O a W U) CD ICP PUMP E2 PG&E SERVICE CONDUIT PER PLANS PANEL ATS "All GENERATOR RECEPTACLE COMMON CONTROLS d d d d d p O d d p p p d p d d d d p d d p DESIGNED BY: AJ R CONCRETE PAD DRAWN BY: DMD CHECKED BY: WP ENCLOSURE NOT SHOWN FOR CLARITY JEH APPROVED BY: MCC & 1 C P ELEVATION --- SCALE: AS NOTED ON PLANS NOT TO SCALE - • DATE: 0 APRIL 2016 Q�OFESS ^/ CITY SPECIFICATION NO. Know what's b@IOW. 91214 PLAN FILE NO. / LOCATION v � z CaII before you dig. w No. E9206 M SHEET NO. -002 * * 0 1/2 1 -f F4fCTR�CP���P F OF CAO- IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 14 of 22 NOT TO FULL SCALE LLI i C9 O 6" CONCRETE CURB I I � C04 c EXISTING PG&E SERVICE METER BOX, MANUAL � I — I I — c� c c4 � SS LIGHT FIXTUREOLE ED 01 TRANSFER SWITCH AND ' I — — - GENERATOR RECEPTACLE. oGFCI I WP, —' — SS ICP Iit �l 1 Z TEMPORARY MANUAL TRANSFER SWITCH ' ' c c I c I — _ MCC Ill o -COt> \ \ ° -_ — — FE -131 ° o CO2 _ —o ICP c� �— � z Q ° W _ ° ° D � / � P01 / � MCC ED -01 — ILd D a D I Q �° x_ �J/�— X � —xX_X -------/ ' 1 I I ° — 3 CO3 1 (10 O X—" XX ° �' II I PO2 P01P02 I / C06 z W ~ I I I I TEMPORARY 1"C -3E6, 1[10N -i 1 10 GND. ( REMOVE AFTER NEW I " I I 1 I K2 3 LT -021 A ' ` _ _ _ N-004 N-004 LT -021 B 1 1 I 1 � LS H H-011 1 1 C01 CO2 I c( 0/ P03 PO4 O C05 z — — 2�� C -6L6, \ ��i� �_� I PUMP STATION HAS BEEN ACCEPTED). —_ I / 1 s CO3 I ~ (All Q W _— 12❑10N L�� I A PG&E BOX ,� LL AIT A� A>T — I _ _�I — co PG&E HIGH VOLTAGE VAULT II II 3 I I I I I I ' 1 I I I I 1 GENERATOR 3 J Q J Q U I // A E — — PACBELL VAULT �' I �� G 1 ED -01 1 � ATT (0� _ ATT — — _ -E I I c _ _ G coJ � U coE � � - 1 I c � I � w _ EXISTING I DO PG&E BOX — — _ _ 4" CO Q 3 _ _ —moi W� W� co 11 I W I W cry Ill 1 1 J � Ss W� _W� I I II c� III _ r _ W� _ W LIFT STATION TEMPORARY PLAN 2 LIFT STATION SITE PLAN ALE SCALE: 1 "=5' - SCALE SCALE: 1 "=4' - 0 2.5 5 10 0 2 4 8 1 INCH = 5 FEET 1 INCH = 4 FEET DESIGNED BY: AJR NOTES: DRAWN BY: ❑1 CLASS I, DIV. 1 HAI ARDOUS AREA WITHIN WET WELL. DMD CHECKED BY: �2 CLASS I, DIV. 2 HAi ARDOUS AREA WITHIN VAULTS. JEH APPROVED BY: �3 2W ❑31L ❑3D IN -GRADE PULLBOX, H2O TRAFFIC RATED. SCALE: LABEL LID "ELECTRICAL" PROVIDE CONDUIT SEALS IN BOX. AS NOTED ON PLANS DATE: APRIL 2016 QROFESS '^ ' O � W CITY SPECIFICATION NO. Know what's below. 91214 PLAN FILE NO. / LOCATION IT v 0111 before you dig. � z w No. E9206 M * * 01/2 1 ��9T SHEET NO. E_oo/� 3 F4 FTR 1COPS ��\P F 4- �q (I IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 15 of 22 NOT TO FULL SCALE CONDUIT SCHEDULE CONDUIT CONDUCTORS IN EACH CONDUIT FROM TO REMARKS REF. SINE ❑TY. SI❑EE— GND P01 2" WATTAGE MANUFACTURER CABLE PUMP 1 MCC B CkUD 2" MISC MANUFACTURER CABLE PUMP 2 MCC A CPMD 2" 4 711 C6 GENERATOR MCC 1 PO4 1" 3 ❑12 112 GENERATOR MCC PANEL A COMMON CONTROLS RECEPTACLES 180 1 3 C01 1" MANUFACTURER CABLE LT -021A ICP 400 CO2 1" MANUFACTURER CABLE LT -021 B ICP ,. 6 8 '10 CO3 1" 1 MANUFACTURER CABLE LSHH-011 MCC SPARE C04 1" 1 MANUFACTURER CABLE FE -131 ICP C05 1" 2 _i14 -114 GENERATOR MCC ATS C06 1" 6 1114 Ell GENERATOR ICP 11 12 NAMEPLATE A MTG. MCC MAIN 40A/2P BUS: AMPS 100 VOLTS: 120/24OV, 1 PH, 3W WATTAGE OUTLETS � 10,000 20A-1 Al P U.O.N. CS OUTLETS H' w WATTAGE LU A B LTG REC MISC LTG REC MISC A B LIGHTING 300 3 1 , 2 ,. 4 50 COMMON CONTROLS RECEPTACLES 180 1 3 1 1000 GEN. HEATER MCC HEATERS 400 4 5 ,. 6 8 '10 1 200 GEN. BATTERY CHARGER SPARE ❑ SPARE 9 11 12 SPACE 13 ^ , 14 '16 SPACE 15 ,. 1 ^18 TOTAL LOAD 1100 180 250 1000 TOTAL LOAD 2.1 KW ❑ LCL KW❑ 2.1 KW AT 240 VOLTS 1PH❑ 9 AMPS SS —c_ ss r_ 111/0 BC IN BOTTOM OF CONCRETE PAD GENERATOR MCC GROUNDING PLAN NOT TO SCALE SS SS GROUND WELL 4 ED -01 ❑1/0 BC TO E❑UIPMENT, TYP. 0 co • • 0 Q�OF ESS <� Know what's below. z Call before you dig. w No. E9206 yt * 0 112 1 ECT R I OPS �P F OF CA1 SFO IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE Illl- Z W 2 W V a J a. W W Z O F— a F— F— U. J a F— a a w J � J U H' w LU O w a U) Q Uj 0 06 LI 0 Uj U U) 0 z O U DESIGNED BY: AJ R DRAWN BY: DMD CHECKED BY: JEH APPROVED BY: SCALE: AS NOTED ON PLANS DATE: APRIL 2016 CITY SPECIFICATION NO. 91214 PLAN FILE NO. / LOCATION SHEET NO. E-004 16 of 22 >__ _0 co M A-2 Tp . ��� II • 240V, 30 it I ��� PWR 51,-0 , N LSHH-011 50 17 0---------------------1-0 1 L------------------------- 8CR10 +_O_O ❑ ❑ ♦ TEST BACKUP El 2 W CONTROL �o POWER ON 1-180 SEC. 51 CR10 0-30 MIN. 14 10 52 3 TDO 4,18 ♦ HAND OL CR1 RESET ♦ TD10 ♦ Z TDO AR1 AR2 30 R PUMPS ON 4 XOO M 10,31,38,39 READY TO ❑ 52 A BACKUP W 2 CR11 (PUMP [ I1)~ � MOISTURE AUTO CR12 (PUMP E2) ICTO W 5 ALARM AND FAIL ALARM COX — — — COX MX 33,34 M 31 �� 0-30 SEC. SHUTDOWN ONLY XO RUN TO 53 TD11 54,59 < Q ♦ O O J _4UTO2 , TD11 ❑ ♦ 0. 6 1 OF--d�-- V OX I COX AR1 54 A LP -1 CALL TIMING IN W Q CALL 32 �� � PROGRESS A/ LL OFF MOISTURE � ~O Q ALARM TO ❑ Z C) I OXO 1 MX 55 M1 0-30 MIN. TD12 56,61 O _ 1- Q AUTO 33 — i C 1 COMMON CONTROLS — — ❑ G w 8 0 0 OOX CR1 30 E — — i TD12 ♦ 56 A LP -2 CALL IN T_MX PROGRESS U 34 ~O TO MOTOR MOISTURE PROBE LE COMMON CONTROLS 5 LL U) -1-1 ♦ CR11 M1 SEC. �� 5 0-30 TD12A 60 j 9 ETM t--� 35 --i Q z M 1 1 ♦ FAIL TO AR2 ❑ 58 CR11 5:-, -1, -3 0 10 G 0 RUN 36 --i -- _ U I_ ❑ _I OL TD11 F O I O I �o 3- 59 G LP -1 CALLED CD 11 _� 12 ♦ M (LP -01) TD12A �o 0111 FAULT 38 i 60 CR12 02,114 RESET FIT -131 13 0, AR1 4,14,32 — i TD12 ♦ M (LP -02) 61 G LP -2 CALLED 39 I � 14 AR1 I 1 ♦w A MOISTURE 1 �o w ALARM LU 0 0 LU Ji T_�o CR10 CR11 a U) 15 TSH -1 1 –0 HIGH -HIGH LEVEL SWITCH ACTIVATED –3 1 1 F LP -1 CALL 16 CR2 18 TO ❑ 1 ❑ I CR11 CR12 1 4 E CR2 TDO CR12 LP -2 CALL 18 D AR2 4,19,36 BACKUP SYSTEM 2 ACTIVE TO ❑ AR2 ♦ MOTOR HIGH NOTES: F±1 — i DESIGNED BY: 19 I R TEMP FAIL � CONDUCTIVITY SENSOR RELAY. (SUPPLIED BY PUMP AJR DRAWN BY: 0 MANUFACTURER TO BE INSTALLED IN STARTER CUBICLE). �O DMD a INSTRINSICALLY SAFE RELAY. COMMON CONTROLS 2 CHECKED BY: F3CLOSES INSTANTANEOUSLY UPON ENERGI-4TION OF RELAY. JEH APPROVED BY: STARTS TIMING & OPENS UPON TIMING OUT. [4] PROVIDE A WARNING SIGN: SCALE: "WARNING: DO NOT OPERATE WITH WET WELL EMPTY". AS NOTED ON PLANS CONTROL SCHEMATIC 1 F-51 SET THESE TIMERS JUST LONG ENOUGH TO PREVENT RACING. • DATE APRIL 2016 PUMP #1, PUMP #2 - SYMBOLS (THIS DWG. ONLY) Q�pFESS CITY SPECIFICATION NO. El ICP -1 Know what's b@IOW. 91214 PLAN FILE NO. / LOCATION Q r z Call before you dig. ♦ DOOR MOUNTEDNo. E9206 M m * * 0 112 r SHEET NO. E -00r FCTRIpP����PV1 F CF CA1 �Fo IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS 17 Of �� NOT TO FULL SCALE �QQ II II 1/2" CHAMFER POLE ❑ - C4 ❑ 12" ON CENTER ALL AROUND co GRADE 3" TYP. • • • • 1/2" CHAMFER co ❑4 ❑ 12" ON CENTER ALL AROUND 5 5 FLUSH -MOUNTED GRADE RECEPTACLE IN POLE ' • • • • HANDHOLE HEX NUT, LEVELING NUT NOTES: Z BOLT COVER AND WASHERS 3 3 W ❑1 BUILD PAD 6" LARGER ON EACH SIDE, REAR AND FRONT OF GENERATOR 2 POLE BASE PLATE ENCLOSURE. COORDINATE PAD S1E WITH GENERATOR SHOP DRAWINGS. W 3' NON -SHRINK GROUT 1" ❑3CANCHOR BOLTS ❑2 PAD THICKNESS SHALL BE PER GENERATOR MANUFACTURER V NOTES: RECOMMENDATIONS BUT NOT LESS THAN 12". Q PROVIDE FINISHED J T SURFACE ON CONCRETE ❑1 CONCRETE SHALL BE CLASS �❑ T CONCRETE SHALL BE CLASS FAO a 1II B ❑ FINISHED GRADE [-2] REINFORCING STEEL SHALL BE GRADE 60 ASTM A615. 4 REINFORCING STEEL SHALL BE GRADE 60 ASTM A615. ALL APPLICABLE W J ❑3 GROUND CONDUCTOR IN SLAB. REINFORCEMENT SHALL BE IN PLACE AT THE TIME OF INSPECTION. Z Q T5 GROUND CONDUCTOR IN SLAB. O W 0 _I 1_ ELECTRICAL CONDUIT(S) ~ Q Q PER PLANS U_ 1 El Ifl EEE (All ~ -4 REBAR VERTICAL 1 1 (6) C CONTROL PANEL PAD DETAIL 2 GENERATOR PAD DETAIL 3 U REINFORCEMENT NOT TO SCALE - NOT TO SCALE U. J E3 REBAR I 9" O.C. J W 24" 0 HORI _iONTAL Q REINFORCEMENT NOTE: 1 FIXTURE TYPE SHALL BE EXTERIOR POLE MOUNTED LED FIXTURE. CREE XSP LED MOST CURRENT VERSION, TYPE 3 OPTICS, 9612 INITIAL LUMENS, -EV, 4000K HIGH EFFICACY MODULE, 120 -2F SILVER COLOR. PROVIDE WITH FUSE, UTILITY LABEL AND EXTERIOR WATTAGE LABEL. COMPLY WITH CITY ENGINEERING STANDARD 1010, SECTION G. POLE SHALL BE 4" ROUND ALUMINUM 20i -ABOVE BASE AND RECEPTACLE 18" FROM BASE. CLEAR ALUMINUM FINISH. 3 -POLE AUTOMATIC POLE MOUNTED FIXTURE NORMALTRANSFER SWITCH OFROM STANDBY J '= w MCC NOT TO SCALE - 1 m T GENERATOR w �1 o W I 1 I STANDBY 1 1 GENERATOR 1 HOUSING 11" -1 ' 12" DEEP PRECAST CONCRETE 1 I 1 I HANDHOLE WITH CONCRETE COVER FINISH GRADE LABELED: GROUND❑ o GROUND GRID GROUND CONNECTOR I I N DESIGNED BY: AJ R G DRAWN BY: DMD CHECKED BY: GRAVEL BASE _ JEH APPROVED BY: PER SPECS. 4 GROUND BONDED TO ENCLOSURE G N 0 0 0 --- SCALE: AS NOTED ON PLANS GROUND ROD CONDUIT AND WIRE TO MCC PER PLANS DATE: ° APRIL 2016 QROFESS ^ ' CITY SPECIFICATION NO. GROUND WELL DETAIL 4 GENERATOR WIRING DIAGRAM 5 ����J Know what's below. Q r z Cal I before you dig. 91214 PLAN FILE NO. /LOCATION NOT TO SCALE - _ * No. E9206 * SHEET NO. ED -01 0 112 1 ��9TF�FCTRI�P����P F OF FAQ\ IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS Q 18 Of 22 NOT TO FULL SCALE INTERNATIONAL SOCIETY OF AUTOMATION (ISA) TABLE INSTRUMENT LINE SYMBOLS VALVES & GATES tilt IDENTIFICATION LETTERS PRIMARY PROCESS FLOW BUTTERFLY MOTOR OPERATED BUTTERFLY (MODULATING) FIRST -LETTER SUCCEEDING -LETTERS GATE M MEASURED OR READOUT OR OUTPUT SECONDARY PROCESS FLOW, CONNECTION TO PROCESS— KNIFE MOTOR OPERATED BUTTERFLY (OPEN/CLOSE) INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER FLOW, MECHANICAL LINK GATE A ANALYSIS ALARM OR INSTRUMENT SUPPLY SWING CHECK PRESSURE REDUCING REGULATOR B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE —C— BALL S C CONDUCTIVITY CONTROL PNEUMATIC SIGNAL OR D USER'S CHOICE DIFFERENTIAL UNDEFINED SIGNAL FOR PROCESS FLOW DIAGRAMS —�4'— GLOBE SOLENOID CONTROL E VOLTAGE SENSOR (PRIMARY S ELEMENT) CAPILLARY TUBING —— DIAPHRAGM 3—WAY SOLENOID F FLOW RATE RATIO (FRACTION) (FILLED SYSTEM) G USER'S CHOICE GLASS, ELECTRIC SIGNAL (DISCRETE) —��— PLUG —I Q �— NEEDLE VALVE Z VIEWING DEVICE —ilol— ECCENTRIC PLUG PINCH VALVE W H 1 HAND CURRENT (ELECTRICAL) INDICATE HIGH A ELECTRIC SIGNAL (ANALOG, TSP) ---- DIAPHRAGM ACTUATED 2 W J J POWER SCAN —�— LUBRICATED PLUG U 0 K TIME, TIME SCHEDULE TIME RATE OF CONTROL STATION A3 ELECTRIC SIGNAL (ANALOG, TST) —D�4— — 3 WAY GLOBE PRESSURE RELIEF Q � CHANGE J U)DATA L M LEVEL USER'S CHOICE MOMENTARY LIGHT LOW MIDDLE, COMMUNICATION BALL CHECK EDUCTOR LU W ❑ z INTERMEDIATE--CS*---CS*— PRESSURE RELIEF VALVE � <C N USER'S CHOICE PLC RTU INPUT USER'S CHOICE NORMAL BUILDING OR FACILITY BOUNDARY iooO< MIXER Z ❑ 0 USER'S CHOICE ORIFICE, RESTRICTION PINCH VALVE z P PRESSURE, VACUUM POINT (TEST) 2) 9 0 CD CONNECTION — — MULTI—CIRCUIT ELECTRIC SIGNALS Q QUANTITY INTEGRATE, TOTALIZE ( NUMBER OF SIGNALS ILLUSTRATED Q J IN PARENTHESIS) � R RADIATION RECORD � z S SPEED, FREQUENCY SAFETY SWITCH I-5 01 LOGICAL OR HARDWIRE SIGNAL NUMBER Q T TEMPERATURE TRANSMIT (SHOWN SIGNAL "01" ORIGINATED INSTRUMENT ABBREVIATIONS ~' U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION IN DWG. 1-5) LL Q V VIBRATION, MECHANICAL VALVE,DAMPER 01 I-5 LOGICAL OR HARDWIRE SIGNAL NUMBER AL ALARM OIC OPEN—INTERMEDIATE—CLOSED J z ANALYSIS LOUVER (SHOWN SIGNAL "01" SENT LU TO DWG. 1-5) AC ALTERNATING CURRENT OSCA OPEN—STOP—CLOSE—AUTO Q � W WEIGHT, FORCE WELL Al ANALOG INPUT OOR ON—OFF—REMOTE I- X UNCLASSIFIED X AXIS UNCLASSIFIED(*) UNCLASSIFIED(*) UNCLASSIFIED(*) AO ANALOG OUTPUT 0 OPEN Y EVENT, STATE OR Y AXIS RELAY, COMPUTE AM AUTO—MANUAL 00 ON—OFF Q PRESENCE CONVERT AMR AUTO—MANUAL—REMOTE OOA ON—OFF—AUTO z Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, AVG AVERAGE ORO OFF—RESET—ON FIN CONTROLI ELEMENTAL ACTUATORS OR OPERATORS OC OPEN—CLOSE BW BACKWASH OSC OPEN—STOP—CLOSE MOTOR (MODULATING) ® OSCR OPEN—STOP—CLOSE—REMOTEFm_1 CA COMMON ALARM OCA OPEN—CLOSE—AUTO MOTOR (OPEN/CLOSE, START/STOP) C CLOSE CCC CENTRAL CONTROL CENTER P/A PULSE TO ANALOG INSTRUMENT IDENTIFICATION CL CHLORINE PF PULSE FREQUENCY S SOLENOID PD PULSE DURATION W DC DIRECT CURRENT PID PROPORTIONAL—INTEGRAL—DERIVATIVE as —FIRST LETTER El PNEUMATIC DI DISCRETE INPUT PLC PROGRAMMABLE LOGIC CONTROLLER LU bb — SUCCEEDING LETTERS DO DISCRETE OUTPUT PS DC POWER SUPPLY LU PUMPS & COMPRESSORS PRIMARY ELEMENTS ETM ELAPSED TIME METER P&ID PROCESS & INSTRUMENTATION DIAGRAM aabb yy — LOOP NO. MODIFIER (USED WITH ILLUMINATED HANDSWITCH PRV PRESSURE RELIEF VALVE xxyy TWO OR MORE INSTRUMENTS HAVING THE HOA HAND—OFF—AUTO PRPRV PRESSURE REDUCING—PRESSURE SAME FUNCTIONAL LOOP IDENTIFICATION) CENTRIFUGAL PUMP ULTRASONIC LEVEL SENSOR HLO HIGH—LOW—OFF RELIEF VALVE xx —LOOP N0. HL HIGH—LOW RIOP REMOTE 1/0 PANEL HLOR HIGH—LOW—OFF—REMOTE RSP REMOTE SET POINT 0 FIELD MOUNTED _ PLC VERTICAL TURBINE PUMP -►C�-► FLOW TUBE 1/0 INPUT/OUTPUT RTD RESISTANCE TEMPERATURE DETECTOR RTDI RTD INPUT MODULE INSTRUMENT (PROGRAMMABLE LOGIC CONTROLLER) ANNUBAR LL LP LOCAL LEVEL LOCAL PRESSURE RTU REMOTE TERMINAL UNIT LR LOCAL—REMOTE SCS SUPERVISORY CONTROL STATION DESIGNED BY: KR 0 REAR OF PANEL MOUNTED INSTRUMENT SCS (SUPERVISORY CONTROL STATION) METERING PUMP PROPELLER METER LOS LOR LOCK—OUT—STOP LOCAL—OFF—REMOTE SS START—STOP SP SET POINT DRAWN BY. —►� MAGNETIC FLOW METER LPU LCP LINE PROTECTION UNIT LOCAL CONTROL PANEL TSP TWISTED SHIELDED PAIR MG CHECKED BY: FRONT OF PANEL MOUNTED INSTRUMENT INTERLOCK O SUMP PUMP MCC MOTOR CONTROL CENTER TST TWISTED SHIELDED TRIAD TURB TURBIDITY ES APPROVED BY. V—CONE MCS MASTER CONTROL STATION TPC TIME PROPORTIONAL CONTROL --- SCALE: AS NOTED ON PLANS TOT TOTALIZATION MODEM MODULATE—DEMODULATE b FLOOD TEMP TEMPERATURE DATE: C> ROTAMETER SWITCH , APRIL 2016 DIAPHRAGM SEAL QFESS N� ��``�`� J q Know what's below. CITY SPECIFICATION NO. 91214 PLAN FILE NO. / LOCATION � Q r Call before you dig. z w No. E9206 T SHEET NC. N=001 yt * 0� /2 1 (E P �9TF OF CAL�FIF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS 9 Of NOT TO FULL SCALE V22 ttt OPERATOR F_INTERFACE Z W W ® ETHERNET SWTICH EXISTING Q � < ® a. Q W PLC RADIO I I W Z 0 0 0 MARGARITA PLC -XX O J co MARGARITA LS SOUTH HILLS Q z 0 c COLLECTION U. — SYSTEM SCADA J z I I � Q � I I Q 0 EXISTING, TO BE MODIFIED Q SMITH & LOVELESS DRY WELL/WET WELL 0LU w w U ~' LU a w NOTES O SCADA ONLY TO BE MODIFIED. WIRING LEGEND O EXISTING, TO BE DEMOLISHED AT COMPLETION. - ETHERNET (WIRE) O PLC & ICP NUMBER WILL BE PROVIDED BY OWNER. - HARDWIRE <4> COMMUNICATION FROM EXISTING LIFT STATION TO - FIBER OPTIC DESIGNED BY: KR REMAIN IN OPERATION UNTIL ACCEPTANCE OF NEW DRAWN BY: LIFT STATION. MG CHECKED BY: ES APPROVED BY. SCALE. AS NOTED ON PLANS DATE. APRIL 2016 Q�OF ESS �� CITY SPECIFICATION NO. <) J q ~Q Know what's below. 91214 PLAN FILE NO. / LOCATION Call before you dig, C.Dz Lj No. E9206 y� yf 0 7/2 1 SHEET NO. 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I I I I I I I I I I I I I I I I I I O PZR—SIGNAL FORCES MAGMETER I I I I I I I I I TO READ ZERO WHEN NO I I I I I I I I I PUMPS ARE RUNNING. I I I I I I I I I PLC &ICP NUMBER WILL BE PROVIDED BY OWNER. LOCATED IN ICP. I I I I SH I D11 I I I I I I FROM SEWER I I I I I I O I O I LT LT 021 A 0218 LIFT STATION WET WELL J LIFT PUMP LP -01 MOISTURE PROBE LE 111 I I I MOISTURE PROBE TSH LE 121 (121 J LIFT PUMP LP -02 VALVE VAULT I I I 120VAC FIT 0 131 METERING VAULT /eROF ESS 3 N9 � r z w No. E9206 T T9TF�1E_CTR s F OF CAQFO PANEL INTRUSION 0099 I I I I I I I I I I I I I I DI YN 099 I I I tZS 099 WATCHDOG TIMER KY 199 I I I 1990 DO YY 199 YL 199 PLC FAIL TO WRF 991, Know what's below. 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