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HomeMy WebLinkAbout6.9-273Know what's below. CBII before you dig. hyl-Al 70110[e POWER LINES OVERHEAD TBM ARM1 ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 24, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION 11ED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BASIS OF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). A.P.N 497-590-45 Ck9 T4YMOOF =AR=FIELD DEPARTMENT OF `` ATER RESOD URGES GRADING PLANA T WELL SITE CBK-52 9701 GREY GOOSE STREET BAKERSFIELD, CALIFORNIA E VICINITY MAP 9701 GREY GOOSE ST NOT TO SCALE NOT TO SCALE I The GRADING PLAN as shown on this drawing is hereby approved, subicie to any indicated carrottipnsoreddltions. Approvalbythe Public Works Depaflment and Building Depadmenl indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Eradication the subdivider or developer shall be responsible for accuracy of calculations lot this pian and shall submit a cedifisd graded" pian after completion of the grading. APPROVE _7 oOI� a ub9�ielS orks Dea✓rlmeSt� Date �Jltr✓ IyE" �� Z44 / Building Department Date Job No.: 2143-18-001 File Path: GAVVM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBKO52\GENERAL File Name: G1 COVER.dwg � I mi;' Mho'' DIEDD OCT,tR 14 Put; Builr�i co �rR���IaNfl. NOTE - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• CL4, SS A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCAVATION. KEVIN qERRYHILL R.C.E. 70415 PROJECT ENGINEER 6.9-273 COPYRIGHT 2018 by PROVOST &PRITCHARD ENGINEERING GROII INC ALL RIGHTS RESERVED The firm of Provost & Pritchard Engineering Group. Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any farm or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of pro & Pritchard Engineering Group, ina harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. APPROVED BY: PROVOST& PRITCHARD An Employee Owned Company, 1800 30th STREET, SUITE 280 BAKERSREtD, CALIFORNIA 93301 661/616-5900 FAX 661/616-5890 www.ppeng.com ART CHIANELLO, R.C.E. 70491, EXPIRES 9-30-18 DATE WATER RESOURCES MANAGER APPROVAL RECOMMENDED BY; JASON MEADORS—WATER RESOURCES DIRECTOR DATE TCP MITIGATION PROJECT NO 1 AT WELL SITE CBK-52 of BAKERSFIELD, CALIFORNIA 19 SHEETS 0 W r SHEET INDEX SHEET NO. DESCRIP11ON GENERAL G1 COVER 02 LEGEND & ABRREMATIONS G3 GENERAL NOTES G4 GENERAL NOTES G5 PROCESS FLOW DIAGRAMS CIVIL C1 HORIZONTAL CONTROL PLAN C2 DEMOLITION & EROSION CONTROL PLAN C3 SITE & GRADING PLAN C4 PIPING PLAN C5 PIPING SECTIONS & DETAILS DETAILS D1 GAC VESSELS D2 BACKWASH TANK D3 MISC DETAILS D4 MISC DETAILS D5 MISC DETAILS 06 COB LANDSCAPE DETAILS ELECTRICAL EO -52 ELECTRICAL DETAILS El -52 ELECTRICAL SINGLE LINE DIAGRAM E2-52 ELECTRICAL SITE PLAN TBM ARM1 ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 24, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION 11ED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BASIS OF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). A.P.N 497-590-45 Ck9 T4YMOOF =AR=FIELD DEPARTMENT OF `` ATER RESOD URGES GRADING PLANA T WELL SITE CBK-52 9701 GREY GOOSE STREET BAKERSFIELD, CALIFORNIA E VICINITY MAP 9701 GREY GOOSE ST NOT TO SCALE NOT TO SCALE I The GRADING PLAN as shown on this drawing is hereby approved, subicie to any indicated carrottipnsoreddltions. Approvalbythe Public Works Depaflment and Building Depadmenl indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Eradication the subdivider or developer shall be responsible for accuracy of calculations lot this pian and shall submit a cedifisd graded" pian after completion of the grading. APPROVE _7 oOI� a ub9�ielS orks Dea✓rlmeSt� Date �Jltr✓ IyE" �� Z44 / Building Department Date Job No.: 2143-18-001 File Path: GAVVM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBKO52\GENERAL File Name: G1 COVER.dwg � I mi;' Mho'' DIEDD OCT,tR 14 Put; Builr�i co �rR���IaNfl. NOTE - THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• CL4, SS A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCAVATION. KEVIN qERRYHILL R.C.E. 70415 PROJECT ENGINEER 6.9-273 COPYRIGHT 2018 by PROVOST &PRITCHARD ENGINEERING GROII INC ALL RIGHTS RESERVED The firm of Provost & Pritchard Engineering Group. Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any farm or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of pro & Pritchard Engineering Group, ina harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. APPROVED BY: PROVOST& PRITCHARD An Employee Owned Company, 1800 30th STREET, SUITE 280 BAKERSREtD, CALIFORNIA 93301 661/616-5900 FAX 661/616-5890 www.ppeng.com ART CHIANELLO, R.C.E. 70491, EXPIRES 9-30-18 DATE WATER RESOURCES MANAGER APPROVAL RECOMMENDED BY; JASON MEADORS—WATER RESOURCES DIRECTOR DATE TCP MITIGATION PROJECT NO 1 AT WELL SITE CBK-52 of BAKERSFIELD, CALIFORNIA 19 SHEETS 0 W r ABBREVIATIONS IINFTYPFS SYMBOLS AB AGGREGATE BASE HDR HEADER (T) THREADED LINETYPE DESCRIPTION AC ASPHALT CONCRETE HOW HEADWALL T THREAD EXISTING NEW SYMBOL DESCRIPTION ACP ASBESTOS -CEMENT PIPE HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM WATER LEVEL EXISTING NEW AD ALUMINUM DISK HORIZ HORIZONTAL TB TOP OF BANK AGG AGGREGATE HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK BARRICADE O © ELECTRIC METER AH AHEAD HP GAS HIGH PRESSURE GAS TO TOP OF CURBCONTOUR (DEPRESSION) ❑p Q PAD MOUNTED TRANSFORMER ALT ALTERNATE HIPS HIGH PRESSURE SWITCH TICE TEMPORARY CONSTRUC11ON EASEMENT AP ANGLE POINT HR HANDRAIL TDI TENSILE DUCTILE IRON --------- ----123---- ------ --- -- 123 CONTOUR (MAJOR) 0 Q ELECTRIC VAULT APPROX APPROXIMATE H/T HUB & TACK TELE TELEPHONE - __ __ -- CONTOUR (MINOR) CID, .Z, UTILITY POLE APN ASSESSOR'S PARCEL NUMBER HWL HIGH WATER LEVEL TF TOP OF FOOTING EMBANKMENT TOE ARV AIR RELIEF VALVE HYDRO HYDROPNEUMATIC TFC TOP FACE OF CURB "'-" ------ ...... ""'" UTILITY POLE ANCHOR ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ID INSIDE DIAMETER TG TOP OF GRATE _. _. _.__. ____ __-_ .._ EMBANKMENT TOP AV AIR VENT IN INCH TH THREAD® ® ELECTRIC MANHOLE AVE AVENUE INV INVERT TL TOP OF LINING FENCE (BLOCK WALL) AWWA AMERICAN WATER WORKS ASSOCIATION IP IRON PIPE TOE TOE OF SLOPE FENCE (CHAIN LINK) O p GAS METER BAR BARRIER IRR IRRIGATION TOP TOP OF SLOPE FENCE (WOOD) CG pl GAS VALVE BC BEGIN CURVE JP JUNCTION POLE TP TOP OF PIPE VALVE BD BRASS DISK LBS POUNDS TP TELEPHONE POLE —x—x— xx FENCE (WIRE) © • SANITARY SEWER CLEAN OUT BEP BACKFLOW PREVENTER LC LENGTH OF CURVE TR TELEPHONE RISER SF FENCE (SILT) BFV BLOCK FLOW VALVE _CW LONG CRESTED WEIR TRR TELCO RISER _SF (5 •OR Q SANITARY SEWER MANHOLE BK BACK LF LINEAR FEET TRANS TRANSFORMER GATE SWING BLDG BUILDING LG LONG TRFC TRAFFIC - — — — — — _ - GRADE BREAK SSMH (ECCENTRIC CONE) BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE o v u GUARDRAIL ❑ ■ STORM DRAIN CATCH BASIN BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX - STORM DRAIN INLET BVC BEGIN VERTICAL CURVATURE MB MAILBOX TTW TREATMENT TO WASTE --'r----'"--""' "----'-""}--""-I 1 I -I h—i RAILROAD BW BACK OF WALK MCC MOTOR CONTROL CENTER (TYP) TYPICAL _ _ - - - RETAINING WALL STORM DRAIN CULVERT BWL BACK OF WALL MFR MANUFACTURER TWL TOP OF WALL BWR BARB WIRE MH MANHOLE UG UNDERGROUND ------------ ----�-'�'" SWALE CENTERLINE Qp Q STORM DRAIN MANHOLE C, GONG CONCRETE MIN MINIMUM UP UTILITY POLE .........._._- ... —.____ ...�, CA CALIFORNIA MISC MISCELLANEOUS UT UTILITY SWALE W/FLOW ARROWS MAIL BOX CAB CABINET MJ MECHANICAL JOINT U/S UPSTREAM-�-""-" " - `-""'�- - - _ WATER (LAKE/POND) _ - - -I"L �- SIGN CB CATCH BASIN MN MAG NAIL VCP VERIFIED CLAY PIPE ._ .__ __... ..._. ..__ - - - __ __ - - _ _ - - - WATER (MARSH/SWAMP) X YARD LIGHT CBL CABLE MP MEDIUM PRESSURE GAS LINE VERT VERTICAL XX" C/C • GUARD POST CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VG VALLEY GUTTER c/c COMPUTER/COMM. (BURIED) CHK CHECK MRKR MARKER VLT VAULT — — —E XX" ELEC (AERIAL) ELECTRIC (AERIAL) CONTROL POINT CHLK CHAIN LINK MS MILD STEEL VLV VALVE XX" ELEC (BURIED) CI CAST IRON (N) NORTH (W) WEST E(F) E(P) ELECTRIC (BURIED) + + BENCH MARK CIP CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUM W WATER FO XX" FO FIBER-OPTIC o IRON PIPE CIPCP CAST -IN-PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WL WATER LINE XX" GAS CL CLASS NG NATURAL GROUND WM WATER METER �cPI °IPI GAS 0 MONUMENT CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WS WATER SERVICE IRR XX" IRR IRRIGATION CENTERLINE NIC NOT IN CONTRACT WV WATER VALVE XX" OIL ® MONUMENT (OPTIONAL) CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD WW WASTE WATER O XX" SS OIL N N OWNERSHIP TIE CLR CLEAR, CLEARANCE NTS NOT TO SCALE W/ NTH ss(p)�» SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER W/O WITHOUTXX" FM NO. NO. LOT NUMBER CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER FM SANITARY SEWER FORCE MAIN CN CONCRETE NAIL OH OVERHEAD XX" SANITARY SEWER LATERAL ■ TELEPHONE RISER CNS COMPACTED NATIVE SOIL OP OPERATING XX" SI D S SIGNAL INTERCONNECT (BURIED) CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY &HEALTH ADMINISTRA110N m 0 TELEPHONE VAULT CONT CONTINUOUS OT OVERHANG TOP XX" STEAM STEAM CONST CONSTRUCT/CONSTRUCTION O&M OPERATIONS & MAINTENANCE 2 -NOZZLE HYDRANT XX" SD COR CORNER (P) PROPOSED STORM DRAINAGE CORP CORPORATION PB PULL BOX _ _ —T XX" TELE (AERIAL) TELEPHONE (AERIAL) -b- 3 -NOZZLE HYDRANT COL COLUMN PC POINT OF CURVATURE XX" TELE (BURIED) XX" N (AERIAL) FD COUP COUPLING PCC POINT OF COMPOUND CURVATURE TSI TSI TELEPHONE (BURIED) ED FIRE DEPT. CONNECTION CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE — — —iv TELEVISION (AERIAL LINE) CR CROWN PE PERMANENT EASEMENT XX" N (BURIED) � 111 FIRE VAULT CU CUBIC PER PERIMETER Tv TELEVISION (BURIED LINE) CY CUBIC YARDS PI POINT OF INTERSECTION wIPI— w(v)— xTv1— XX" W WATER FE 0 WATER METER DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE CENTERLINE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER - ® ® WELL DEMO DEMOLISH/DEMOLITION R PROPERTY LINE - - - - - - - - - - - - - - - - — — — — — — - EASEMENT DI DROP INLET PNL PANEL ------------------- 8 WATER VALVE ------------------- MEANDER LINE DIA, 4 DIAMETER POC POINT ON CURVE DIM DIMENSION POL POINT ON LINE - - - - PROPERTY LINE 3 BLOW -OFF DIP DUCTILE IRON PIPE POT POINT ON TANGENT RESERVATION/PARK/FOREST D/S DOWNSTREAM PP POWER POLE R° AIR RELIEF VALVE DW DRIVEWAY PRC POINT OF REVERSE CURVATURE - - - - - ------------- RIGHT-OF-WAY DWG DRAWING PRV PRESSURE REDUCING VALVE AAAAAAAAAAAAAAAAAAAAAAAAAAA-RELINQUISH ACCESS LINE BF ®F BACK FLOW PREVENTOR (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH - - - — SECTION LINE ® GATE VALVE HANDLE EC END CURVE PT POINT OF TANGENCY - - - STATE/COUNTY/CORPORATE LIMIT ECC ECCENTRIC PVC POLYVINYL CHLORIDE ® STILLING WELL EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE REVISION CLOUD EG EXISTING GRADE PVMT PAVEMENT • SAWCUT LINE FENCE POST EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE INTERIOR LOT LINES ^ ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION --- - - � �\ / I FENCE GATE ELEC ELECTRIC R RADIUS ELL ELBOW RBR REBAR HATCHES ®---® STREET LIGHT EM ELECTRIC METER RC RADIUS OF CURVE EOL END OF LINE RCP REINFORCED CONCRETE PIPE HATCH TYPE DESCRIPTION ( IRRIGATION CONTROL VALVE EP EDGE OF PAVEMENT RRD D RELATIVE DENSITY EXISTING NEW (; TREE EPB ELECTRIC PULL BOX EQUIV EQUIVALENT RE REFERENCE PINE TREE ESMT EASEMENT READ REQUIRED AGGREGATE EUC EUCALYPTUS RRET EV RRETUNE SRON"� f WATER FAUCET EVC END VERTICAL CURVE EW EACH WAY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE -` - EXP EXPOSED FIGS RIGID GALVANIZED STEEL x; AC PAVEMENT REVISION (F) FUTURE RP RADIUS POINT F&I FURNISH & INSTALL RR RAILROAD FO FOUND RT RIGHT Ox CONSTRUCTION CALLOUT FDC FIRE DEPARTMENT CONNECTION RN REMOTE TERMINAL UNIT CONCRETE PAVING FF FINISHED FLOOR R/W RIGHT OF WAY Lj DETAIL NUMBER FG FINISHED GRADE (S) SOUTH, SOLVENT WELD DETAIL CALLOUT 7 FH FIRE HYDRANT S SLIP CONCRETE LINING (PLAN NEW) SHT SHEET NUMBER FL , FL FLOW LINE S= SLOPE LINE BREAK FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE FM FORCE MAIN SO STORM DRAIN �'��' EARTH 1 PIPE END (SCHEMATIC) END FENCE SEC STOORM RAIN MANHOLE ,�i� PIPE END FRP FIBER REINFORCED POLYESTER PIPE FS FINISH SURFACE SERV SERVICE , RIP RAP F SQUARE FEET FW FRONFT TOF S WALK SP SERVICE POLE -� EMBANKMENT ARROW FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SO SPINDLE SQUARE SAND GAL GALLON SS SANITARY SEWER GALV GALVANIZED GB GRADE BREAK SS OR STS STAINLESS STEEL HIGH WATER LINE GM GAS METER STA STATION SEWER MANHOLE GRATING HWL= XXX.XX GPM GALLONS PER MINUTE STD STANDARD �_ GRVL GRAVEL (E) XX XXX.XX XX XXX.XX SPOT ELEVATION GS GAS STL STEEL GSV GAS VALVE STP STAND PIPE ,%,. EXPANDED METAL 6.9-273 GUY GUY WIRE STRC STRUCTURE GV GATE VALVE STRIP STRIPINGHID HEAD ^ SECTION VIEW SWL SWALE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL CITY RECORD NO. o o...1. r a�aoE oE�'= do — Otpd dTc o;o _oa_a..a Lyda 0 w LLJ (n cf) W U 0_ VJ p Z GO d H O_ H Q a= � rLj U CN ¢ z _J Ld L0 3:0 O I U W Y Q m W Z Z Q W o U fn W C7 w Z wY m O ¢ Z a mCD W z F- O Lij i a- U z U I- 0 Y roam U w m i v =ate Lf)a��eg a o\Z � U m o3 � U B O DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: 70415 0 DRAFTED BY: CHECKED BY: m PAD MJB � N DATE: 07-31-2018 JOB NO: 214318001 ti PROJECT NO: ---- PHASE: 3 i; ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. o SHEET G2 N 2 OF 19 0 c GENERAL 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UNTIL THE CONTRACTOR HAS FIRST BEEN PROVIDED AN INQUIRY IDNTIFICATION NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SECTION 4216 OF THE GOVERNMENT CODE. 2. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE FOLLOWING AGENCIES: 1. CITY OF BAKERSFIELD 2, CALIFORNIA WATER SERVICE CO. 3. PG&E 4. SPECTRUM 5. AT&T 6. SOCAL GAS 7. ANY OTHER AGENCY GRANTING AN EASEMENT OR ADJACENT UTILITY PURVEYOR 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNECTIONS SHALL BE KEPT IN CONSTANT SERVICE DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. 1. ALL EXISTING CONCRETE AND AC PAVEMENT IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAW CUT A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR. GAC VESSELS 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING DAMAGED DURING OFF-LOADING AND INSTALLATION. 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. CONCRETE NOTES 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (WATER:CEMENT RATIO SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL NOT EXCEED 4 INCHES t1 INCH). THE CONCRETE SHALL BE PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: PAVING, SLABS, AND SIDEWALKS 3,000 PSI STRUCTURAL FOOTINGS 4,000 PSI ALL OTHER STRUCTURAL CONCRETE 4,000 PSI 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON R STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S DRAWNIGS FOR ANCHORING DEVICES. 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING WITH AN APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UNTIL THE COMPOUND IS APPLIED. 7. WITH THE EXCEPTION OF THE VESSEL FOUNDATIONS CONTROL JOINTS SHALL BE PLACED NO GREATER THAN 10 FEET APART IN BOTH DIRECTIONS WITHIN 8 HOURS OF THE CONCRETE PLACEMENT ON ALL CONCRETE SLABS. PROVIDE CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES. 8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF WATER TO PREVENT PONDING. 9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. 10. ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO. PIPING 1. PIPE MATERIALS a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. b)ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH FLANGED OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED c)ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER GASKETED PIPE UNLESS OTHERWISE NOTED. d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. e)ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WITH SPECIFICATION 40 05 00, PARAGRAPH 2.19. THRUST BLOCKS WILL NOT BE ACCEPTABLE. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT PROCESS (GAC VESSELS) SHALL BE EQUIPPED WITH A LOCKOUT DEVICE: a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS CAP OR EQUAL. b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED NTH A LOCKOUT DEVICE. ULINE, BRADY LOCKING COVER OR EQUAL. c)LOCKOUT DEVICE LABELS SHALL STATE 'CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO OPENING THIS VALVE". 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED WITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER, 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE (RESTRAINED MJ, FLANGE, ETC.). THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATIONS CONTAINED IN THE SITE-SPECIFIC GEOTECHNICAL INVESTIGATION REPORTS PREPARED BY SOILS ENGINEERING INC. IN 2018. FOR CONVENIENCE, KEY GEOTECHNICAL REPORT RECOMMENDATIONS HAVE BEEN SUMMARIZED IN THE FOLLOWING TABLE. CBK-52 GEOTECHNICAL RECOMMENDATIONS SPECTRAL RESPONSE ACCELERATION S. 1.134g SPECTRAL RESPONSE ACCELERATION S, TANK SPECTRAL RESPONSE COEFFICIENTS SDS PAVEMENT SPECTRAL RESPONSE COEFFICIENT Sal UTILITY COMPACTION UTILITY COMPACTION STRIPPING - TANK OVEREX OVEREX PAVEMENT EXCAVATION UTILITY COMPACTION FROM HAUNCH TO COMPACTION SEISMIC RESPONSE COEFFICIENT Cs DO NOT REUSE RESPONSE MODIFICATION FACTOR R EXTENTS EXCAVATION EXTENTS UP TO HAUNCH 2'-6" ABOVE PIPE REMAINDER TO FG N ¢ z =) 1' BELOW (E) /Ce w o C) DESIGN ENGINEER: SUMP INVERT UW 12" Z LLJ U) 90% 1" PLUS 12" 10' SCARIFY 2' BEYOND 90% 90% 90% H Q SCARIFIED BEYOND AND 00 C7 LL AND - COMPACT RECOMPACTEDI 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO LOADING CRITERIA BEING PLACED INTO SERVICE. 1. RISK CATEGORY OF BUILDING: IV 8. WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY 2. THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. LANDSCAPING 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. 3. GENERAL NOTES 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 3. DIMENSIONS NOTED WITH AN ASTERISK "*" ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWINGS. 6. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. 8. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND ALL RESPONSIBILITY WITH RESPECT TO THE LIABIUTY, DAMAGE OR EXTRA WORK RESULTING FROM SAID CHANGES. 9. BUILDING PERMITS MUST BE OBTAINED BEFORE STARTING CONSTRUCTION. 10. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIREMENTS OF OSHA AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 11. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER OR FIELD REPRESENTATIVES DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. WIND LOAD: WIND IMPORTANCE FACTOR I. ULTIMATE DESIGN WIND SPEED EXPOSURE INTERNAL PRESSURE COEFFICIENT COMPONENTS & CLADDING DESIGN WIND PRESSURE ROOF WALL 115 MPH SEISMIC LOAD: REINFORCEMENT COVER SPECTRAL RESPONSE ACCELERATION S. 1.134g SPECTRAL RESPONSE ACCELERATION S, 0.4269 SPECTRAL RESPONSE COEFFICIENTS SDS 0.7919 SPECTRAL RESPONSE COEFFICIENT Sal 0..447g SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SITE CLASS D SEISMIC DESIGN CATEGORY D SEISMIC FORCE RESISTING SYSTEM VARIES DESIGN BASE SHEAR VARIES SEISMIC RESPONSE COEFFICIENT Cs VARIES RESPONSE MODIFICATION FACTOR R VARIES ANALYSIS PROCEDURE ELF 1: •'S DESIGN HIGH WATER LEVEL N/A 5. EARTH LOADS: ACTIVE EFP 45 PCF AT -REST EFP 55 PCF PASSIVE EFP 350 PCF SOIL AND FOUNDATION NOTES 1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE INTO PROPERLY COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL CONDITIONS, THE OWNER MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFIED AS "SILTY SAND'. 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 3/8/2018 NAME OF GEOTECHNICAL ENGINEERING COMPANY: SOILS ENGINEERING, INC. PHONE NUMBER OF GEOTECHNICAL ENGINEER: 661-831-5100 5. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 3500 PSF FOR DEAD AND LIVE LOADS AND 4666 PSF FOR WIND AND SEISMIC LOAD COMBINATIONS b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.29; SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER THAN THE MINIMUM REQUIREMENTS SHOWN ABOVE, NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 6. NOTIFY THE GEOTECHNICAL ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 7. SOIL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR STRUCTURE FOUNDATIONS. 8. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERIWSE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE REINFORCEMENT COVER SIZE I COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 O _ CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR � 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER w [if 1 1/2 Q CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14 & #18 BARS1 w a 1/2 #11 BAR & SMALLER r 3/4 STEEL NOTES 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED NTH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M, S, HP, C, MC, L, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (F)=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST WITH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.9-273 �o �n qa dcoyo sd _ oa wwa EqV _036 G r_8 V _ = Pd w of zS _oa._aya`�saaG� II (n N W � J U � CL U W O � L�KI-O S cwom � 01 H w [if Q >UL o= w a or F- r ce^ U LliLn3: N ¢ z =) _I 4 /Ce w o C) DESIGN ENGINEER: 0 UW Z LLJ U) Z [If LJ Y O H Q Q 00 C7 LL - O k' - a a 9 ME CL U U � L�KI-O S cwom � k' - a a 9 ME KEVIN BERRYHILL LICENSE NO: DRAFTED BY: I CHECKED BY: PAD MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G3 3 OF 19 s V JQT s � L�KI-O S cwom � 01 o��LLa o >UL o= w a or oAm. ce^ /Ce DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: DRAFTED BY: I CHECKED BY: PAD MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G3 3 OF 19 s 2. 3. 4. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL, BACKFILLING PROCEDURES AND SOIL COMPACTION TESTS. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH CBC 2016, SECTION 1704. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE. SPECIAL INSPECTION IN ACCORDANCE WITH CBC 2016 SECTIONS 1704 & 1705, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. ALL SPECIAL INSPECTIONS REQUIRED MUST BE BY APPROVED INDEPENDENT INSPECTORS WHO SHALL BE RETAINED BY THE OWNER. INSPECTORS SHALL SUBMIT THEIR REPORTS DIRECTLY TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THESE INSPECTORS ARE IN ADDITION TO ANY REQUIRED OWNER INSPECTIONS. CONTRACTOR SHALL COORDINATE INSPECTIONS AND ALLOW ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM REQUIRED INSPECTIONS. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. INSPECTION OF REINFORCING STEEL, AISC 360 TO AWS SPECIFICATION IN THE APPROVED CBC 1705.6 ACI 318, 5.5, INCLUDING PRESTRESSING TENDONS AND X X CBC 1804 7.1-7.7 PLACEMENT AND nod ® CBC 1910.4 3. INSPECTION OF ANCHORS CAST IN APPLICABLE PROPER DEPTH AND HAVE REACHED >- ACI 318, 8.1.3, CONCRETE WHERE ALLOWABLE LOADS HAVE AWS A5 X _J 21.2.8 BEEN INCREASED OR WHERE STRENGTH DOCUMENTS 3. PERFORM CLASSIFICATION AND TESTING _ CBC 1908.5, DESIGN IS USED COMPLIANCE REQUIRED 1909.1 4. INSPECTION OF ANCHORS __jmLLJ w DENSITIES AND LIFT THICKNESSES DURING ACI 318, POST -INSTALLED IN HARDENED CONCRETE UV))w X PLACEMENT AND COMPACTION OF 3.8.6, 8.1.5, MEMBERS Y 2. INSPECTION OF WELDINGS COMPACTED FILL 21.2.8 SPECIAL 5. PRIOR TO PLACEMENT OF COMPACTED CBC 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX FILL, OBSERVE SUBGRADE AND VERIFY INSPECTIONS IN X ACI 318, CH.4, THAT SITE HAS BEEN PREPARED PROPERLY THIS SECTION 3.2-5.4 X X CBC 1904.2, WHERE 1910.2, FABRICATION IS 1910..3 6. AT THE TIME FRESH CONCRETE IS PERFORMED ON ASTM C172 SAMPLED TO FABRICATE SPECIMENS FOR ASTM C81 STRENGTH TESTS, PERFORM SLUMP AND X 3) SINGLE -PASS FILLET WELDS > 5/16" X ASI 318, 5.6, AIR CONTENT TESTS, AND DETERMINE THE X 5) SINGLE -PASS FILLET WELDS <= 5/16' 5.8 TEMPERATURE OF THE CONCRETE APPROVED IN ACCORDANCE WITH CBC 6) FLOOR AND ROOF DECK WELDS CBC 1910.10 7. INSPECTION OF CONCRETE AND AWS D1.5 ACI 318, 5.9, SHOTCRETE PLACEMENT FOR PROPER CBC 1704.3.1 __ __ _SECTION B. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF 5.10 APPLICATION TECHNIQUES SPECIAL AWS D1.4 REINFORCING STEEL OTHER THAN ASTM CBC 1705.3.4, INSPECTIONS IN ACI 318, X X 1705.5.5, ARE WAIVED CBC 1704.3.1 1705.5.6, WHERE 1910.6, 1910.7, FABRICATION IS PERFORMED ON 2 REINFORCING STEEL RESISTING 1910.8 8. INSPECTION FOR MAINTENANCE OF THE PREMISES OF ACI 318, SPECIFIED CURING TEMPERATURE AND X FRAMES, AND BOUNDARY ELEMENTS OF 5.11-5.13 TECHNIQUES REGISTERED AND SPECIAL STRUCTURAL WALLS OF CONCRETE CBC 1910.9 12. INSPECT FORMWORK FOR SHAPE, AND SHEAR REINFORCEMENT ACI 318, 6.11 LOCATION AND DIMENSIONS OF THE X 3) SHEAR REINFORCEMENT I X CONCRETE MEMBER BEING FORMED WITH CBC SECTION 1704.2 4) OTHER REINFORCING STEEL X 13. MATERIAL VERIFICATION OF X MANUFACTURER CBC 1705.12.1 REINFORCEMENT STEEL X CBC 1704.13 SHALL PROVIDE AWS 12-B MILL TEST REPORTS -SEE CBC FOR EXCEPTIONS REQUIRED VERIFICATION AND INSPECTION OF SOILS (CBC TABLE 1705.6) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW J W AISC 360 TO AWS SPECIFICATION IN THE APPROVED CBC 1705.6 FOUNDATIONS ARE ADEQUATE TO ACHIEVE O X CONSTRUCTION DOCUMENTS CBC 1804 THE DESIGN BEARING CAPACITY AND nod ® 2. VERIFY EXCAVATIONS ARE EXTENDED TO r -L r -L APPLICABLE PROPER DEPTH AND HAVE REACHED >- X U AWS A5 PROPER MATERIAL _J LLI L0 3: DOCUMENTS 3. PERFORM CLASSIFICATION AND TESTING _ X OF COMPACTED FILL MATERIALS COMPLIANCE REQUIRED X 4. VERIFY USE OF PROPER MATERIALS, __jmLLJ w DENSITIES AND LIFT THICKNESSES DURING X CERTIFICATE OF UV))w PLACEMENT AND COMPACTION OF Z COMPLIANCE Y 2. INSPECTION OF WELDINGS COMPACTED FILL 1) COMPLETE AND PARTIAL JOINT SPECIAL 5. PRIOR TO PLACEMENT OF COMPACTED PENETRATION GROOVE WELDS FILL, OBSERVE SUBGRADE AND VERIFY INSPECTIONS IN X THAT SITE HAS BEEN PREPARED PROPERLY THIS SECTION X REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION I CONTINUOUS I PERIODIC COMMENTS REFERENCES 1. MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM U V)¢viz J W AISC 360 TO AWS SPECIFICATION IN THE APPROVED O SECTION A3.3, CONSTRUCTION DOCUMENTS h X AND nod ® r -L r -L APPLICABLE Lu >- KEVIN BERRYHILL U AWS A5 z _J LLI L0 3: DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF PAD MANUFACTURER COMPLIANCE REQUIRED X TO PROVIDE __jmLLJ w Z CERTIFICATE OF UV))w Z COMPLIANCE Y 2. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 1) COMPLETE AND PARTIAL JOINT SPECIAL AWS D1.1 PENETRATION GROOVE WELDS Q INSPECTIONS IN CBC 1704.3.1 THIS SECTION X ARE WAIVED WHERE FABRICATION IS PERFORMED ON 2) MULTIPASS FILLET WELDS X THE PREMISES OF A FABRICATOR REGISTERED AND 3) SINGLE -PASS FILLET WELDS > 5/16" X 4) PLUG AND SLOT WELDS X 5) SINGLE -PASS FILLET WELDS <= 5/16' - X APPROVED IN ACCORDANCE WITH CBC 6) FLOOR AND ROOF DECK WELDS X AWS D1.5 1704.2 CBC 1704.3.1 __ __ _SECTION B. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF SPECIAL AWS D1.4 REINFORCING STEEL OTHER THAN ASTM INSPECTIONS IN ACI 318, A706 X THIS SECTION SECTION 3.5.2 ARE WAIVED CBC 1704.3.1 WHERE FABRICATION IS PERFORMED ON 2 REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN THE PREMISES OF INTERMEDIATE AND SPECIAL MOMENT X A FABRICATOR FRAMES, AND BOUNDARY ELEMENTS OF REGISTERED AND SPECIAL STRUCTURAL WALLS OF CONCRETE APPROVED IN AND SHEAR REINFORCEMENT ACCORDANCE 3) SHEAR REINFORCEMENT I X WITH CBC SECTION 1704.2 4) OTHER REINFORCING STEEL X 3. SPRAYED FIRE-RESISTANT MATERIALS X CBC 1704.12 4. MAS11C AND INTUMESCENT I X CBC 1704.13 FIRE-RESISTANT COATINGS AWS 12-B PURI C WORKS GENERAL NOTES 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2V ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY AND WITHIN THE PROJECT LIMITS THAT ARE DAMAGED BY THE CONTRACTOR OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UP UPGRADING AS PER CITY ENGINEER. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 7. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF PRELIMINARY SOILS REPORT BY SOILS ENGINEERING INC. DATED MARCH 8, 2018. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATION, AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 4. 5. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY BUILDING OFFICIAL. 6. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 7. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 8. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 9. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 10. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 11. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 12. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 13. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHERE EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 14. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED SUPPORT FILL. 15. ALL FILL SLOPES SHALL NOT CUT WTHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 16. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARDS TOP OF CUT. 6.9-273 0 03 E"''c5Ec§v owmo���=a.""=ate a� �Qo EShmy N_�aw p3srrL" w (n N J w U U V)¢viz J W -E O h w O_ rylo nod ® r -L r -L m� m Lu >- KEVIN BERRYHILL U CV < z _J LLI L0 3: CHECKED w PAD O Q U W __jmLLJ w Z UV))w Z w Y O Y F- < Q m �/h\I�VIIISdI�SF� 1 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G4 4 OF 19 c n U U V)¢viz H �/h\I�VIIISdI�SF� 1 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G4 4 OF 19 c vmi V)¢viz -E o} rylo nod ® r -L r -L m� m DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: I CHECKED BY: PAD MJB �/h\I�VIIISdI�SF� 1 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G4 4 OF 19 c IV DISTRIBUTION SYSTEM NORMAL SERIES -VESSEL GAC TREATMENT PIPING ABBREVIATIONS FLOW ABBREVIATIONS EQUIPMENT LEGEND EQUIPMENT LEGEND FC FRESH CARBON RW RAW WATER Cal BALL VALVE HOSE CONNECTION SC SPENT CARBON TW TREATED WATER INF INFLUENT BW BACKWASH BUTTERFLY VALVE EFF EFFLUENT FT FUTURE/SUBSEQUENT PI PRESSURE INDICATOR SP SAMPLE POINT NO NORMALLY OPEN eCOMBINATION AIR RELEASE SW SPRAY WATER NC NORMALLY CLOSED AND VACUUM VALVE PP PNEUMATIC PORT 0 BACKWASH OPEN PRESSURE RELIEF VALVE CIP CHLORINE INJECTION POINT C BACKWASH CLOSED O FLOW METER 5 TCP TREATMENT PROCESS FLOW DIAGRAMS VESSEL 1 AND DISTRIBUT10N SYSTEM BACKWASH OPERATION VESSEL 2 NOTE: SIMILAR VALVE OPERATION ARRANGEMENT FOR BACKWASH VESSEL 1 FR IN tvv# O ONLY 6.9-273 (n N w J J U a U W � 0 o ( T 3rw'�xc U� n >u 0 Or Qgw b H w � Q wr C�NzQ W Lo 3: ::) -i Q D w Yo C) 0-UL�� w Z Nw cwa Z O W Y F— a Q m CD w F= o 9 a U O= ( T 3rw'�xc U� n >u 0 Or Qgw 9 KEVIN BERRYHILL LICENSE NO: DRAFTED BY: I CHECKED BY: PAD MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G5 5 OF 19 (n U S_� nN o O= ( T 3rw'�xc U� n >u 0 Or Qgw b q^'' KEVIN BERRYHILL LICENSE NO: DRAFTED BY: I CHECKED BY: PAD MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G5 5 OF 19 GREY GOOSE ST. II I I r,.c- ---_ U RESIDENCE _-\- \ {I d} �I I 6 0 0 II O VE L INDICATOR C LA CER & I i LES PROPERTY LINE BACKWASH INLET yi A.P.N. 497-590-45 LOT 43 d DRAW & WATER WELL �° ,. OVERFLOW y o� TRACT NO. 6303-3��� I I: � / ~ 270'- M.B. 70' M.B. 53174-177, r 1 lij � I MANWAY t { 111 I U I I t i I _ I I EMPTY LOT_ ( t 1 1 POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE I I FASTING ELEVATION ( 101 2299302.63 6230415.26 357.46 1 I ' 2299285.80 6230415.12 357.46 GAC VESSEL I � � i 357.49 GAC VESSEL 104 2299254.60 6230414.85 357.56 GAC VESSEL I 2299214.59 6230413.42 359.10 BOLTED STEEL TANK 106 2299281.33 6230438.36 357.88 AGGREGATE PATH 107 2299281.24 6230448.43 357.44 AGGREGATE PATH 108 2299274.37 6230448.37 357.43 AGGREGATE PATH 109 2299274.47 6230438.29 357.86 AGGREGATE PATH 118 2299219.65 6230376.94 357.06 NUISANCE AREA 119 2299219.72 6230366.98 357.06 gF 120 ( 6230376.93 357.06 9 121 2299209.66 6230366.85 { NUISANCE AREA � 3:0 ` �On PHASE: II O VE L INDICATOR C LA CER & I i LES PROPERTY LINE BACKWASH INLET yi A.P.N. 497-590-45 LOT 43 d DRAW & WATER WELL �° ,. OVERFLOW y o� TRACT NO. 6303-3��� I I: � / ~ 270'- M.B. 70' M.B. 53174-177, r 1 lij � I MANWAY t { 111 I U I I t i I _ I I EMPTY LOT_ ( t 1 1 POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE I I FASTING ELEVATION ( 101 2299302.63 6230415.26 357.46 1 I ' 2299285.80 6230415.12 357.46 GAC VESSEL I � � II O VE L INDICATOR C LA CER & I i LES PROPERTY LINE BACKWASH INLET yi A.P.N. 497-590-45 LOT 43 d DRAW & WATER WELL �° ,. OVERFLOW y o� TRACT NO. 6303-3��� I I: � / ~ 270'- M.B. 70' M.B. 53174-177, r 1 lij � I MANWAY t { 111 I U I I t i I _ I I EMPTY LOT_ ( t 1 1 POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE POINT NORTHING FASTING ELEVATION DESCRIPTION 101 2299302.63 6230415.26 357.46 GAC VESSEL 102 2299285.80 6230415.12 357.46 GAC VESSEL 103 2299271.44 6230414.99 357.49 GAC VESSEL 104 2299254.60 6230414.85 357.56 GAC VESSEL 105 2299214.59 6230413.42 359.10 BOLTED STEEL TANK 106 2299281.33 6230438.36 357.88 AGGREGATE PATH 107 2299281.24 6230448.43 357.44 AGGREGATE PATH 108 2299274.37 6230448.37 357.43 AGGREGATE PATH 109 2299274.47 6230438.29 357.86 AGGREGATE PATH 118 2299219.65 6230376.94 357.06 NUISANCE AREA 119 2299219.72 6230366.98 357.06 _NUISANCE AREA 120 2299209.71 6230376.93 357.06 NUISANCE AREA 121 2299209.66 6230366.85 357.06 NUISANCE AREA SCALE IN FEET Ij( G ., 10 20 6.9-273 xoti 3hms=o��o€9r o c o.3 6 GEs �a oY oso_ dao -o3p�o oa1R va 4- Pte` o E o'a.�d r6 -E P 19■ ml w Lf)� Nz T N p��LLa o LL! no � J CL. In- DESIGN ENGINEER: o MATTHEW BARNES LICENSE NO: G 79145 0 DRAFTED BY: CHECKED BY- Ljj PAD MJ8 a of DATE: 07-31-2018 J Q JOB NO: 214318001 W>_ q 'ROJECT N0: UCV¢zLLI 3:0 ` �On PHASE: J O Q. 0 o c> > C7 a D_m j z 0 PLANS. SHEET ^ zv�Y o \ 6 OF 19 0 O w ® 0 ¢ o Q m IV U° w i o 0 a � F z0 U U F- N Lf)� Nz T p��LLa o no � CL. In- DESIGN ENGINEER: a MATTHEW BARNES LICENSE NO: G 79145 0 DRAFTED BY: CHECKED BY- m _ PAD MJ8 a N DATE: 07-31-2018 JOB NO: 214318001 q 'ROJECT N0: PHASE: 0 G ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET ^ lI 1 o \ 6 OF 19 0 GREY GOOSE ST. RESIDENCE 4, 357.9± FG 5 0 I� MATCH (E) 4 357.9± FG C5 PROPERTY Ali t ` SETBACK FILL IN SUMP PER SEE — MATCH (E))� — DETAIL 4 — FILL SLOPE I STEPPING, SHEET D6. - €,"�. AS SHOE FINISHED SURFACE`(LIMITS OF GRADING 577± —C! CH EXISTING, _3 3 FG AS SHOWN ON THIS SHEET. MATCH (E) 358.0± FG s 357.8± FG PROPERTY LINE MATCH (E) 358.0± FG 357.8± FG ,< j MATCH (E) A.P.N. 497-590-45 !�I� I MATCH (E) -.---it MATCH (E) O FG 357 24 WATER WELL LOT 43�jJ- �,',�. TRACT NO. 6303-3 "1 _ - - a M.B. 53/174-177 357 a± Fc' FG 357.os 'MATCH (E) ,FG 357.06 FF 359.1 ��i jI a /1 �' �' -.. � v ,2�, CAPACITY OF NUISANCE AREA = 63.25 CU. YD. OR 0.039 ACRE—FEET RUNOFF VOLUME BASED ON 10—YEAR 5—DAY STORM FOR AFFECTED FOOTPRINT = 22.10 CU. YD. OR 0.0137 ACRE—FEET RAIN WATER FROM IMPROVED AREA TO BE RETAINED ON SITE IN NUISANCE WATER COLLECTION AREA. EMPTY LOT I 10'-0" ' I 'ROPERTY [ SETBACK i �GRADE �SWALE AROUND TANK i MATCH (E)' 357.48 ;i t! i 1 4 i r I I i .-._ ..1 i 357.5± FG'� u MATCH (E) \ ! ( • \ s . > E, PATH FROM SIDEWALK TO GATE t'4 WARNING � 9E� o -s= wJQ POWER LINES OVERHEAD KnowwhaPs below, n o I = Call before you dig. » 2 „: y N P mo$ °Eo'Ed .! ( 4-z`omnc€daw�nw °-cam U �c0 ud.a (JY 1 I i � I I � I 67 ti I CONSTRUCTION LEGEND ®5 BOLTED STEEL TANK D2 PROPERTY BOUNDARY NOTES fJ1 �* *)14�1. REFER TO C4 FOR PIPING PLAN.oa'2. REFER TO E1-52 FOR ELECTRICAL PLAN.fu 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO POINTS ON Cl - HORIZONTAL CONTROL PLAN FOR LOCATIONS OF IMPROVEMENTS. 4. INFILL SUMP WITH ENGINEERED FILL PER GEOTECHNICAL REPORT FOR TANK FOUNDATION. SCALE IN FEET 0 5 10 20 W o cmMm �® F_ e co w J J U o: L1 � O Qom � w Q < of a MATTHEW BARNES Q LICENSE NO: a- 79145 of DRAFTED BY: CHECKED BY: PAD LLI F} - U N ¢ z Z LLj«'�4:o - Ci 0_j CL w U (� a CmD [If 5 z O w Y m LLJ � L, in m o M J U h - N SHOWN IS SCALE FOR 6.9-273 SHEET C3 'ECORD No. 8 OF 19 o cmMm �® w e � o: Qom � DESIGN ENGINEER: a MATTHEW BARNES LICENSE NO: 6 79145 0 DRAFTED BY: CHECKED BY: PAD MJB N DATE: 07-31-2018 'Mµ JOB NO: 214318001 PROJECT NO: ---- s PHASE: SHOWN IS SCALE FOR 6.9-273 SHEET C3 'ECORD No. 8 OF 19 RESIDENCE GREY GOOSE ST. t ._j ....... --`--- 4, I � _ ..ow �N \ t" IRRIGATION VALVE a (PER POTHOLE REPORT)yi _I\ 12" WATER, 3'-0" T.O.P. -� (PER POTHOLE REPORT) I it (E) 12" VALVES, 3'-0" T.O.P. (PER POTHOLE REPORT) t1� (E) 12" VALVE - (NC) _W ---- SS ®_ 2DIC IP-BLF- � j 4" ELEC, 5'-0" T.O.P. 1 LOCATED DIRECTLY a i o BELOW 12" WATER LINE w (PER POTHOLE REPORT) wCE e<) (TYP) (TYP) t ®213 1" IRRIGATION LINE (PER POTHOLE REPORT) ' 1 •j I P 12" DIP-BW-WTR! 8 DIP-EFF-WTR01 ® 1 G I 5'-0' — — — _ t I PROPERTY I --J "` �. ' (TYP) WITHBLIND FLANGE SETBACK c,': tr ,g AS IL— — _ — — — ' L — — _ — _ _ —(TYP)- i — 12T _ _ — i O 12H C~L.EANOUT 34 \"'C -.— LADDER HATCH + - 45. d PROPERTY LINE + A.P.N. 497-590-45 k�l DRAIN LOT 43I OVERFLOW WATER WELL j 11 WATER LEVEL INDICATOR TRACT NO. 6303-3 z -- - S 2* M.B. 53/174-177 I{' If i1G I BACKWASH FROM TANK TO BE DISCHARGED INTO STREET CURB &GUTTER - VIA HOSE FROM TANK AT A MAX FLOW RATE OF 0.5 CFS. DISCHARGE 180 Iil FLOWS BY ADJACENT GUTTER IN OLD RIVER ROAD TO STORM DRAIN INLET ._MANWAY NEAR INTERSECTION OF LANCASTER AVE. AND TUNGSTEN ST. WHERE ITS l t WILL THEN BY CONVEYED BY PIPELINE TO CITY BASIN 276 AT THE NORTHEAST CORNER OF HARRIS RD. AND MOUNTAIN VISTA DR. EMPTY LOT__ 0 � w¢ N p� �N PROPERTY j I;SETBACK PIPING LEGEND DESC, SPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE * SEE PIPING NOTES ON SHEET G3 FOR PIPING SPECS INF INFLUENT EFF EFFLUENT BW BACKWASH SO STORM DRAIN BLF WELL BLOWOFF WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING TTW TREATMENT TO WASTE VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING BURIED SITE PIPING ONLY, --- SEE PIPE TRENCH DETAIL D6 NOTES 1. GATE VALVE BYPASSING TREATMENT SHALL BE EQUIPPED WITH A LOCKING DUST COVER SET TO THE LOCKED POSITION. o= 2. MAXIMUM SPACING BETWEEN ABOVE GROUND PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. 0 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING Jo TEES OR REDUCING ELBOWS AS NECESSARY FOR ALL PIPE SIZE TRANSITIONS REGARDLESS OF WHETHER SPECIFICALLY NOTED. EITHER REDUCERS, REDUCING TEES OR REDUCING ELBOWS MAY BE USED TO ACCOMPLISH PIPE SIZE CHANGES. 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ON FIELD AND RECORD INFORMATION BY OTHERS. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING MATERIAL DURING CONSTRUCTION. 5. REFER TO @ FOR VESSEL AND VESSEL _ SLAB DETAILS. WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. DESIGN CRITERIA TABLE NOMINAL FLOW RATE 1,450 GPM NUMBER OF VESSELS 4 (2 IN SERIES) TOTAL CARBON CAPACITY 2,850 FT' EMPTY BED CONTACT TIME 14.7 MINUTES HYDRAULIC LOADING RATE 6.4 GPM/FTZ BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY ADJACENT STREET c Li O I E J J U � 5 � w o I DESIGN ENGINEER: n KEVIN DID " LICENSE N0: I Ed DRAFTED BY: CHECKED BY: M PAD Q w I' 1 DATE: i Q O CN ¢ z = I 1 'moiO JCL 'ROJECT NO: I PHASE: P 0 O o U > n i I �pOwZ REDUCED OR U Z I +i O N 3 , Z W i I I O n f— Q Q m ` C'J E ° H O t a i WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. DESIGN CRITERIA TABLE NOMINAL FLOW RATE 1,450 GPM NUMBER OF VESSELS 4 (2 IN SERIES) TOTAL CARBON CAPACITY 2,850 FT' EMPTY BED CONTACT TIME 14.7 MINUTES HYDRAULIC LOADING RATE 6.4 GPM/FTZ BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY ADJACENT STREET CONSTRUCTION LEGEND AS ADJUSTABLE PIPE SUPPORT 3 D4 �s BOLTED STEEL TANK 1 D2 a BURIED GATE VALVE D3 ®BACKWASH TO TANK 8 SAMPLE TAP 05 cIP CHLORINE INJECTION 3 D3 PP DIFFERENTIAL PRESSURE 4 TRANSDUCER D4 55 SAMPLE STATION 8 D4 5T SAMPLE TAP 2 D3 O TIERED PIPE SUPPORT 1 D4 WHARF HYDRANT - 2}" O FIRE HOSE ANGLE VALVE D3 (FEMALE NPT X MALE NH) —� DIRECTION OF FLOW BOUNDARY ® 4" 90' DUCTILE IRON ELBOW ® 8" 90' DUCTILE IRON ELBOW 8T4 8"x8"x4" DUCTILE IRON REDUCING TEE 2A 12" FL X MJ ADAPTER 12 12" 90' DUCTILE IRON ELBOW 2F 12" FLANGED COUPLING ADAPTER 72H 12" 45' DUCTILE IRON ELBOW 12R 12"x8" DUCTILE IRON REDUCER 12 12"x12"x12" DUCTILE IRON TEE 12X 12"x12"x12"x12" DUCTILE IRON CROSS BV BUTTERFLY VALVE CV CHECK VALVE © GROOVED COUPLING SCALE IN FEET 0 5 10 20 6.9-273 3N�ENo=T��w E`I -�EL E,. 03c cdU _ aa» ��aoos o„ `� opo moody aoEoE� ao� =E womb oa. aya �Ya`a�� INN Li V)^� V, < U�r�izE J � DO >� c Li O o n I T J J U � H � w o I DESIGN ENGINEER: n KEVIN DID " LICENSE N0: Ed DRAFTED BY: CHECKED BY: M PAD Q w DATE: Fr- Q O CN ¢ z J `i LLJLn 'moiO JCL 'ROJECT NO: ---- PHASE: 3 0 O o U > n ONE INCH. ADJUST SCALE FOR �pOwZ REDUCED OR U Z I O N SHEET , Z W E Y 9 `i O f— Q Q m ` C'J E ° H O a i U H-- V)^� V, < U�r�izE J � �@ >� c o� 3 9 O o n I T n ao� H � CLCL,¢— I DESIGN ENGINEER: n KEVIN BERRYHILL " LICENSE N0: 70415 DRAFTED BY: CHECKED BY: M PAD MJB d DATE: 07-31-2018 d JOB NO: 214318001 `i 'ROJECT NO: ---- PHASE: 3 0 ORIGINAL SCALE SHOWN IS n ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET u C4 9 OF 19 (TYR) (TYP) (TYP) m III im " - F- III 111 4 4 ob -------- m..__ IL ........_._._.--_-_.___.. z j w Z I � _ _ i�� r '1 tt � tt � i A—FE AEET o C5 F— ET 0 7 2 SEC $$A—A" 8" DIP -EFF- �— 0 WEST—EAST NORTH—SOUTH 9+75 10+00 11+00 11+50 10+00 10+79 EXISTING C.M.U. WALL EXISTING C.M.U. WAIL EXISTING C.M.U. WALL AI PROPERTY LINE, AT PROPERTY LINE --- AT PROPERTY LINE --- -- 360 PROPOSED TANK FOOTING 360 360 ------- — -- — -------...--------- ..__-._ .......MATCH EXIJTNG T- 360 MATCH EXISITNG ____ ...-. _..... MATCH EXISITNG MATCH EXISITNG 358 ----- _-----__----aROPosED Fc__. __-- 358 358 PROPOSED FG_ -. 358 -- �_ - i 356 ` -- 356 356 _� 356 II I —_ 354 354 354 _ _ 1 — 354 _-_ -------- ..._..----- ._... _-- 352352 352- 352 . --------- '-- — � 'BACKFILL (E) BASIN EXISTING SUMP PER DETAIL 4 - FILL 4 BACKFILL (E) BASIN -- EXISTING SUMP----- - PER DETAIL 4 - FILL --_-..-. .-__. --__ ------ DLOPE STEPPING, SHEET SLOPE STEPPING, SHEET B—B CCSC 350 Ds 1350 C5 350 350 CONSTRUCTION LEGEND 2 si SAMPLE TAP D3 WHARF HYDRANT - 2 6 O FIRE HOSE ANGLE VALVE D3 (FEMALE NPT X MALE NH) —�- DIRECTION OF FLOW ® 4" 90' DUCTILE IRON ELBOW ® 8" 90' DUCTILE IRON ELBOW 8T4 8"x8"x4" DUCTILE IRON REDUCING TEE 12 12" 90' DUCTILE IRON ELBOW (gO 12" FLANGED COUPLING ADAPTER 12R 12"x8" DUCTILE IRON REDUCER 12T 12"x12"x12" DUCTILE IRON TEE ® GROOVED COUPLING BV BUTTERFLY VALVE CV CHECK VALVE 6.9-273 mim. LiJ H cn N W v J j J Ld O Q of Ld Q F- I_- 66 w L`nn 3: v) OU J 0 Y U m Z �CJDOw 0 w 0 ZO w Y z � N Q V Q m W 0 O z a C a U CL U _ 0 F_ N 0 m e r"° m w o I ev rr� v J Q a z E o W '✓ O � V I<i a >U N o= I Cie ce DESIGN ENGINEER: a KEVIN BERRYHILL " LICENSE NO: Ek 70415 0 DRAFTED ;7 CHECKED BY: PAD MJBZE ZE DATE: 07-31-2018 n JOB NO: 214318001 '' PROJECT NO: -- s PHASE: ORICINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR a REDUCED OR ENLARGED PLANS. SHEET C5 10 DE 19 0 m 16'-10" FEET G� GAC VESSELS PLAN VIEW NON -SHRINK GROUT 4'-0" MIN EDGE DISTANCE 0 ANCHOR BOLT AT LEAST (1) HH TOP NUT & WASHER 1-1/8" 316 SS [ASTM F593 CW21 ANCHOR BOLTS, (2) PER LEG, INSTALLED W/ HILTI HIT -RE 500 V3 EPDXY (E) CONCRETE SLAB NOTES 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT 12" X 8" REDUCER 12" BACKWASH TO DRAIN „ 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT "nLAAkNrEnOUPLING ADAPTER (TYP) NOTES 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. 3 NOT TO SCALE D1 VESSEL PIPE CONNECTION 1 2 GAC VESSELS FRONT VIEW 6.9-273 "Em - E9�ww�g LLI m N I— V< U) to p. V LL. 2 ELI o_ 4 J J p 0 W !L Ld O DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: V) DRAFTED BY: I CHECKED BY: DVS MJB DATE: 07-31-2018 JOB NO: 214318001 H- cr 4'-0" MIN EDGE DISTANCE 0 ANCHOR BOLT AT LEAST (1) HH TOP NUT & WASHER 1-1/8" 316 SS [ASTM F593 CW21 ANCHOR BOLTS, (2) PER LEG, INSTALLED W/ HILTI HIT -RE 500 V3 EPDXY (E) CONCRETE SLAB NOTES 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT 12" X 8" REDUCER 12" BACKWASH TO DRAIN „ 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT "nLAAkNrEnOUPLING ADAPTER (TYP) NOTES 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. 3 NOT TO SCALE D1 VESSEL PIPE CONNECTION 1 2 GAC VESSELS FRONT VIEW 6.9-273 "Em - E9�ww�g LLI m N I— V< U) to >U V LL. 2 ELI o_ J J p 0 W !L Ld O DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: V) DRAFTED BY: I CHECKED BY: DVS MJB DATE: 07-31-2018 JOB NO: 214318001 H- cr Q Or � } Oc"I¢z LJ L() 3: p 0 p Q 0'YILL,p dOvliw W o Z w Y O Y m Q o c vi W z 0 001 %I Q C7 IU V ® m N V< QC1 O ro >U V LL. 2 o_ QON.O O 0 W !L /� 0-C. DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: I CHECKED BY: DVS MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS SHEET D1 11 OF 19 270• D2 NOT TO SCALE LADDER WITH OSHA CAGE & FALL PREVENTION INSTALL GUARD RAILING PER CAL OSHA STANDARDS CLEAN OUT DOOR r/RGOF 24" HINGED ATCHKING COVER 1 I 0' 180' PLAN 26'-9" TANKO 24" MANWAY ROOF VENT WEIR I BOX SPLASH BLOCK - 4"0 DRAIN TANK DRAIN/OVERFLOW OVERFLOW LIQUID LEVEL INDICATOR �� 12"0 BACKWASH INLET MANWAY 90' NOTES 1. SEE SITE PLANS FOR FEATURE ORIENTATION. UQUID LEVEL INDICATOR OVERFLOW 1. LOCATION OF TANK NOZZLES, LADDER, CLEAN OUT, MANWAY, AND LEVEL INDICATOR SHALL BE AS SHOWN ON THE INDIVIDUAL SITE PLANS. 2. MINIMUM TANK HEIGHT. TANK HEIGHT SHALL BE DETERMINED BY MANUFACTURER AND SHALL BE ADEQUATE TO SUPPORT HIGH WATER LEVEL LISTED IN SPECIFICATION 33 16 14 WHILE ACCOUNTING FOR SLOSH HEIGHT. HOSE ADAPTER STAINLESS STEEL INSECT SCREEN RING WALL FOOTING GRADING PLAN ;o FG iml TWL 24" COMPACTED GRAVEL BASE NOT TO SCALE BACKWASH TANK FOOTING TANK WALL 12"045 - ELBOW � r ROTATED 45' FROM VERTICAL 12"0 TYPE 1 BUTTERFLY VALVE 12" TYPE II CHECK VALVE GROOVED COUPUNG (FLEXIBLE) 12"0 BACKWASH FROM FILTERS (4)NOT TO SCALE BACKWASH TANK INLET SECTION 2 NOT TO SCALE BACKWASH TANK (�1 I l� 4"0 TYPE 5 \ GATE VALVE 4" FLANGED x 2-1/2" MALE HOSE ADAPTER 48" PRECAST CONC SPLASH BLOCK TANK DRAIN/OVERFLOW 6.9-273 W o€orP�oQ�s ANCHOR TANK TO FOUNDATION F -- FOOTING PER TANK lvEoa° oov�G=v MANUFACTURER'S ° �a " RECOMMENDATION V c3L Pc 0 J U PLACE 1/2" EXPANSION JOINT e . MATERIAL BETWEEN TANK o _a BOTTOM AND CONC FOUNDATION 0 a—fid � So 3" OILED SAND -� a � N B oz - It-- OR AC _ _ W STEEL TANK I- aw8-�� x ¢ � a�€n� a3rss��d °E 12" MIN. CLASS 2 Hwy=oa s"a.aGv AGGREGATE BASE U c¢ vz N Fl � L(0 3: :Dw p I o o SITE COMPACTION ,�... ENGINEERED FILL �O d Of #4 @ 12" OC V) m 12—#6 EF #4 STIRRUPS ® 12" OC O NOT TO SCALE BACKWASH TANK FOOTING TANK WALL 12"045 - ELBOW � r ROTATED 45' FROM VERTICAL 12"0 TYPE 1 BUTTERFLY VALVE 12" TYPE II CHECK VALVE GROOVED COUPUNG (FLEXIBLE) 12"0 BACKWASH FROM FILTERS (4)NOT TO SCALE BACKWASH TANK INLET SECTION 2 NOT TO SCALE BACKWASH TANK (�1 I l� 4"0 TYPE 5 \ GATE VALVE 4" FLANGED x 2-1/2" MALE HOSE ADAPTER 48" PRECAST CONC SPLASH BLOCK TANK DRAIN/OVERFLOW 6.9-273 W F -- (n N w J U J Of W 0 O W I- O x ¢ � z w r ¢ U c¢ vz N W L(0 3: :Dw p I o o m w z �O d Of V) Y a O 2 Q m ¢ m 3 o w0 Y F _ m C G } N d U a U o H- N N O Y 0 e Coote V m w � E 3 x = >U m o 3 O~ 0093 a czW �w o ® o �0.. d��a\ DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: 6 70415 0 DRAFTED BY: CHECKED BY: DVS MJB t DATE: 07-31-2018 JOB NO: 214318001 PROJECT NO: ---- J, PHASE: 3 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. n o SHEET ®G L 12 OF 19 0 TUBING MALE TUBE CONNECTOR 2' l X 1' W X 2' DEEP "7� RECTANGULAR POLYETHYLENE P'sooEg � TANK WITH INTERNAL FLANGE AND HD US PLASTICS/TAMCO S -TUBE NOTES CHEM-TAINER, OR EQUAL _ E�" co�L'�t`��Eruv 3/8" STAINLESS STEEL COIL 3ADD7) 1. CHEMICAL INJECTION TAPS 2 CHEMICAL INJECTION CENTER STREET PIPE TRENCH RIGHT -CF -WAY 0 (GRAINGER -TUBING SHALL BE SAF-T-FLO D3 1: o „ }aooLaa..a OR APPROVED EQUAL 301, PORT 2" MIN SEE 2' rmrcal oOa=an CHAMFER MODEL EB -125 INJECTION ASSEMBLY OR APPROVED r, Po P o=a 1/2" RAD. •- _ -_ Sm 1.75" 2. TUBE CHAMFER SHALL FACE„�`oT vw�aP��m UPSTREAM. �wEa'ogos�� �w - x COMPRESSION ADAPTER 45• VINYL CAP (McMASTER-CARR #9531K21 f ASTM D1248, TIDE 1, I Sw€`-,�-_-Saac�a; °$.L -,t `°'° ( 1/4° HEX NPT, MALE APPROVED EflUAL) 3/8” COMPRESSION = CLASS A, CATEGORY 4, I 'EFFLUENT GRADE E ANSI/NSF 61 BACKFILL COMPACTED 7OOR E"77VE AT MAXTMltM DRYx IY, EXCEPT AS MODIEED Br TE PIPE CERTIFIED CLEAR PE TUBING L N I N$W�j YTEN tDt S7REE7 RSH!COMBINED 90° GAC3/4" HALF COUPLING LUC PIPE OCK77FAER TAPE. EFFLUENT PIPE OR SADDLE 1-1/2" EPVC W/ SELECT MATERIAL COMPACTED TO r m1 1" �y 1/2" RAD. - REL477VE DENSTY. 3/8" CARRIER &5z e GALVANIZED OR TUBING FROM COATED STEEL STAND METERING I BALL VALVE LL FG PUMMPICAL TRENCH 70 1/4l' NPT, FEMALE LFLOW- _ 9SX N?RELA77VE DENSOX NOTES t/" x Z' NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, 1/4" THREADOLET MINIMUM OR STAINLESS STEEL SCHEDULE 40. i EXCAVATE TO CLEAR PIPE BELL Mt*N fN PIPE O.D. t2"-24" w a 1 NOT TO SCALE D3 SAMPLE TAP NOT TO SCALE CHEMICAL INJECTION PORT (03 �j 03 CHLORINE INJECTION ° 42" MWIMUM FOR 12" DIAMETER MAWS +& SMALLER 48" MINIMUM FOR LARGER THAN 12" DIAMETER PIPE a*6 MUM FOR MA INS LESS THAN 12" DIAMETER MfN7 12" MWfMUM FOR MAINS T2" DIAMETER AND GREATER 55-0201 CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) CASE 1 NEW SEWER MAIN A29,5Z ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN 2-1/2" ANGLE VALVE W/ CAP U WATER MAIN SHALL BE LocATED z' FROM RIGHT-OF-WAY WHEN PosstBLE. - A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS FEMALE NPT X MALE NH ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND // ^f �� " ,ZONE "C" f ��,'� DXON AV250 OR EQUAL z) w PAVED AREA NlMDM eabER sHatt BE MEASURED tDKES'T GUIDER PUBLIC WATER SYSTEM. / i� NO JOINTS /IN 'SEWER MAIN , FLONI CRAVE a'ZONE "P"-PROHIB 3 W ) PAVED AREAS SPEoinCAAONS FOR SWEET STRUCTURAL SECTION, OR k b 2yyW B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE T — PAVEMENT PATCHING SPECIFIGAT7ON SHALL SUPERGEDE BACKFILL AND \ 6, 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 6' 4' WATER 4' 6' COMPACTION STATED. _ W 1. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA MAIN WATER RESOURCES DEPARTMENT C906-99); 2.SPIRALLY-REINFORCED HDPE PIPE NTH GASKETED JOINTS (PER ASTM F-894); T ZONE "P" -PROHIBITED"". a wo 30 CITY OF BAKERSFIELD, CALIFORNIA STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; ^I �ONE,"D" � � 3.EXTRA j , L SEWER w STANDARD plp TRENCH 4.PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM 03034) OR EQUIVALENT; S ECIHL PIPE'/ Q 5. CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR NO JOINTS IN SEWER MAIN mm 2-1 2" BRASS PIPE o / PoaovLro= '`��� P''"'E "'' �_1 &REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). 4 � �/ l Iy` REV. 9—&^a9 MAN RWATER R U CES DEPARTMENT DA a LIJ D3 FOR ON—SITE TRENCHES C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE CASE -2- HAVE NO NEW WATER MAIN a o � co REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD _ JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND w U SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: ,� ZONE "D" J 1. A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR ! f Lit O 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. /. /NO JbINTS IN WAFER MAIW T�.,ZONE "P -PRO BTED 'a TEE W/ 4° BRANCH W D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SEWER MAIN DOES NOT MEET THE . � & THREADED FLANGE 1— 0:: CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS 8' 2' SEWER 8' 2' I Q 0-1V) WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE —"' MAIN WHARF HYDRANT MANIFOLD CONNECTION F- r J CONSTRUCTED OF ONE OF THE FOLLOWING: U CV ¢ z d 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); .,. FEET LLJ L0 3:: =) (n I— 2.DUC1ILE IRON PIPE WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS ,,, � '�;1''MMI (ZONE "P" -PROHIBITED ";`z*;`: -.. I C) a Ld (GASKETED, BOLTED JOINTS); 3.A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR Y, T " " "� ,� ZONE C' i �' '" /;` SPEIAL WATER PIPE``-`� elf �' / D 1 p m�Z U o, w a U EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED; 3/4"= 1'-0' •CTI LSI (/) 4.A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) NO JOINTS IN WATER MAIN 6 ZO W 1' CENTERED OVER THE PIPE BEING CROSSED; OR S.ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. FIGURE 2 -CROSSINGS D3 WHARF HYDRANT _ ~' a VALVE COLLAR Q EO 2'0x 6" THICK CONIC PAD (9 L, CASCASE 20 1 H- O CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN NEW WATER MAIN CONCRETE COLLAR 2-1/2" AC ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN a PLAN A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED 9' i w FG AREA MATCH (E) SURFACE U WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. UNPAVED z i B IF THE SANITARY SEWER MAIN PARALLELING THE WATER MAIN DOES NOT MEET THE CASE / /; w w w —ZONE 8- �x o ^ m 1 1 ZONE B REQUIREMENTS, THE WATER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE `,,;' - / 7�0 J o SPECIAL �` X' ^4, ROAD MATERIAL FOLLOWING: i ZONE A/ � � - PIPE FLANGED COUPLING 1 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); / - -- SPECIAL ADAPTER 1 VALVE BOX LID ® ENV e 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; 2 w z - R2E IHt�-<a'"'A �' i , _. I CHRISTY G5 OR ' U C/')Q p_�s 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905) OR 2 1 3 6 1 "PTI"?.. APPROVED EQUAL g m „ o= cti .. m EQUIVALENT; OR / f f � A;�� ``_ ..'.t __ - COMBINED �— EFFLUENT - ,- � ECCENTRIC REDUCERS AS �1 8" PVC OR DIP RISER \ r , o 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA ZONE B EXI ST. EXIST. '> REQUIRED, FLAT SIDE UP. REFER SPECIFIC PIPING PLANS TRACER WIRE / u (C300 OR C302 OR C303). / WATER SEWER SPECIAL MAIN MAIN, TO SITE FOR PIPE SIZES (FOR PVC PIPE ONLY) I O I_ o M9 �; Qo,o ; I C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE PIPE _. F ',;'/ - - CG m CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN 6 "`"P 2 _-_ 0- CL FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: --- o o °' OZONE A O DESIGN ENGINEER: 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); ,,�/ _ Fk' KEVIN BERRYHILL 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; -- • = SPECIAL - / A o PERMISSION `` m z g NOT TO SCALE p RESTRAINED JOINTS LICENSE NO: 70415 DRAFTED BY: CHECKED BY: 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); OR Y;:�*'. /�,':'/ / �' ' w S 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA 11 9, LL 03 FOR INFORMATIDVS MJB DATE: 07-31-2018 (C300 OR C301 OR C303). I�-----�I w D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN FIGURE 1 PARALLEL CONSTRUCTION NOTES ONLY JOB NO: 214318001 PROJECT NO: ---- EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. 1. TYPICAL FOR INFLUENT, EFFLUENT, AND PHASE: BE CONSTRUCTED AS FOR ZONE C. G 1' BACKWASH MANIFOLDS. PIPE SIZE AND DIRECTION ZONE "P" IS A PROHIBITED ZONE. WILL VARY BY SITE. ORIGINAL SCALE SHOWN ONE INCH. ADJUST SCALE FOR SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22. 3 NOT 2. FLANGED COUPLING ADAPTER MAY BE INSTALLED ON OPPOSITE SIDE OF MANIFOLD. TO SCALE 6 9_273 REDUCED OR ENLARGED PLANS. SHEET D3 NOT TO SCALE WATER @) MAIN SEPARATION MANIFOLD TIE—IN CITY RECORD No. 13 of 19 HSS 4"x4"x3/8' GALV TUBE, ///--- P1000 UNISTRUT WELDED CONTINUOUS SPACING IS 15' MAX OR 15' / TO BEAM. TOUCH UP GALVANIZING OF TRIBUTARY PIPE LOAD /-----� U—BOLT OR STRAP AROUND TOP OF PIPE—TYP ADDITIONAL xl < SUPPORTS AS REQUIRED 1/4" END CAP (TYP.) 0 I N P1325 CHANNEL CONNECTION ALTERNATE 5 LOWER — D4 SUPPORT OPTIONS I 7- 8-x5/8' WELD PLATE I --- --- -- — — -- - PLATE TO BEAMl/ i" TO 1-1/2" NON -SHRINK B" 316 SS ANCHOR BOLTS PER PLATE, INSTALLED W/ LT] HIT -RE 500 V3 EPDXY INCHES 06 1-1/2" = 1'-0' D4 FEET 41 o t z ) NOTES 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND SADDLE. 2. MODULAR FRAMING COMPONENTS SHALL BE UNISTRUT B—LINE, KUMAR OR EQUAL. 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG WITH 6—#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY REFER TO DETAIL 6 D4 TIERED PIPE SUPPORT 7 5'-0" SEE DETAIL WHEN D4 SUPPORT PARTIALLY RESTS ON VESSEL PAD #5 0 12" OC EW T&B FG (APPLIES WHEN PIPE SUPPORT IS OFF OF VESSEL PAD) TIERED PIPE SUPPORT FOOTING 1/4" STEEL PLATE THROUGHOUT INCHES 767* O 3 3" = 1'-0" D4 CUT CHANNEL AS NECESSARY AND REMOVE LOWER P1000 UNISTRUT 3"x3"x3/16" — GALVANIZED TUBE 1/2" X 5 (4 REQD) INCHES 06 1-1/2'=1'-G" NLICKI tc D 5 TIERED PIPE SUPPORT — LOWER SUPPORT D4 ALTERNATIVES 0 SECTION A—A 9/16" HOLE (2 PLACES) WELDED STEEL BASE PIPE SADDLE 01 TFRNATF "6" GALVANIZED STRAP OR U -BOLT c 1/2' HOLE { FOR U -BOLT (2 PLACES) 3/16 ::;�!3/16 SHAPE SADDLE TO MATCH PIPE 1/8 #5 EPDXIED DOWEL X 24" 0 12" OC (USE HILT] HIT -RE 500 V3 EPDXY OR EQUIVALENT) (SEE NOTE BELOW) 6"MIN EMBED i (E) GAC VESSEL FOUNDATION CAST IRON PIPE SADDLE THREADED PIPE PI -0507 DIMENSIONS SADDLE p4 SUPPORT TVP. P1001 UNISTRUT P1325 CHANNEL CONNECTION ALTERNATE 5 LOWER — D4 SUPPORT OPTIONS I 7- 8-x5/8' WELD PLATE I --- --- -- — — -- - PLATE TO BEAMl/ i" TO 1-1/2" NON -SHRINK B" 316 SS ANCHOR BOLTS PER PLATE, INSTALLED W/ LT] HIT -RE 500 V3 EPDXY INCHES 06 1-1/2" = 1'-0' D4 FEET 41 o t z ) NOTES 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND SADDLE. 2. MODULAR FRAMING COMPONENTS SHALL BE UNISTRUT B—LINE, KUMAR OR EQUAL. 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG WITH 6—#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY REFER TO DETAIL 6 D4 TIERED PIPE SUPPORT 7 5'-0" SEE DETAIL WHEN D4 SUPPORT PARTIALLY RESTS ON VESSEL PAD #5 0 12" OC EW T&B FG (APPLIES WHEN PIPE SUPPORT IS OFF OF VESSEL PAD) TIERED PIPE SUPPORT FOOTING 1/4" STEEL PLATE THROUGHOUT INCHES 767* O 3 3" = 1'-0" D4 CUT CHANNEL AS NECESSARY AND REMOVE LOWER P1000 UNISTRUT 3"x3"x3/16" — GALVANIZED TUBE 1/2" X 5 (4 REQD) INCHES 06 1-1/2'=1'-G" NLICKI tc D 5 TIERED PIPE SUPPORT — LOWER SUPPORT D4 ALTERNATIVES 0 SECTION A—A 9/16" HOLE (2 PLACES) WELDED STEEL BASE PIPE SADDLE 01 TFRNATF "6" GALVANIZED STRAP OR U -BOLT c 1/2' HOLE { FOR U -BOLT (2 PLACES) 3/16 ::;�!3/16 SHAPE SADDLE TO MATCH PIPE 1/8 #5 EPDXIED DOWEL X 24" 0 12" OC (USE HILT] HIT -RE 500 V3 EPDXY OR EQUIVALENT) (SEE NOTE BELOW) 6"MIN EMBED i (E) GAC VESSEL FOUNDATION CAST IRON PIPE SADDLE THREADED PIPE PI -0507 DIMENSIONS PIPE SIZE w PXc �— PRESSURE TRANSDUCER r MIN MAX 2 1/2" 2 1/2" 1 1/2" 8" 13" 3" 2 1/2" 1 1/2" 8 1/4" 13 1/4- 4" 3" 2 1/2" 9 1/4" 14" 6./2- n 2 1/2" 10 1/2" 15 1/4" 8" 3" 2 1/2" 11 3/4" 16 1/2" ir�Em°Eo Edd `o 2 SENSING i. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE 2 1/2- 13 1/2' 18 1/4" 12" 3" 2 1/2" 15" 19 3/4" CAST IRON ADJUSTING NUT THREADED PIPE 1/2- X 5' EXP (4 READ) ro NON -SHRINK GROUT 18 - c 6-#4 BARS 12" LONG NOTE: FOR SUPPORTS IN AREAS OUTSIDE OF FLOOR SLAB, CONSTRUCT 18"x18"x6" PAD UNDER PIPE SUPPORT. ADJUSTABLE PIPE SUPPORT I � PIPE SUPPORT "c FOOTING NOTE MINIMUM BAR LENGTH = 24". BEND BARS THAT DON'T FIT IN FOOTING PER ACI STANDARDS. NOT TO SCALE 7 D4 TIERED PIPE SUPPORT PARTIAL FOOTING CONCRETE BASE (4) 1/2" SS ANCHOR BOLTS a ITEM w PXc �— PRESSURE TRANSDUCER r V CORPORATION STOP, 1" MUELLER 825005N OR EQUAL CONCRETE BASE (4) 1/2" SS ANCHOR BOLTS a z CONCRETE SLAB NOT TO SCALE 4 2"0 PIPE STAND i/2" X 5" EXP (4 REQD) r NON—SHRINK GROUT (6) #4 BARS 12" LONG D4 PRESSURE TRANSDUCER AND STAND EQUIPMENT SCHEDULE ITEM w PXc �— PRESSURE TRANSDUCER vdw�oo_�onaa.�o` �� �c � o' -;� aa_w CORPORATION STOP, 1" MUELLER 825005N OR EQUAL O3 o" os oEv Fn O 1" STRAIGHT COUPLING PE—IPS X MIP MUELLER H -15426N OR EQUAL _ t `o PIPE STAND O 1" X 3" BRASS NIPPLE MOUNTING BRACKET 1" ELL RIP X FIP O VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL N6Vo.. o.�.ac -c nY VALVE MANIFOLD 1/4" OD 304 SS TUBE n �— t2 VINYL CAP NOTES 70415 m ir�Em°Eo Edd `o 2 SENSING i. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE MJB Tm q LINES SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE JOB NO: 214318001 SUPPORT. aw € ao o Tm= os� or SENSOR CABLE 0 0 35"•;= Q cy_ o 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE V) F- F- r ROSEMOUNT 2051 OR 3051 WITH 4-20 MA OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 LL1 L(7 3: INCHES OF WATER RANGE. J Q z CONCRETE SLAB NOT TO SCALE 4 2"0 PIPE STAND i/2" X 5" EXP (4 REQD) r NON—SHRINK GROUT (6) #4 BARS 12" LONG D4 PRESSURE TRANSDUCER AND STAND EQUIPMENT SCHEDULE ITEM DESCRIPTION Ot SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 CORPORATION STOP, 1" MUELLER 825005N OR EQUAL O3 i" TYPE K SOFT DRAWN COPPER TUBE O 1" STRAIGHT COUPLING PE—IPS X MIP MUELLER H -15426N OR EQUAL O5 1" ANGLE BALL VALVE FIP X RIP MUELLER B -24285N OR EQUAL O 1" X 3" BRASS NIPPLE O 1" ELL RIP X FIP O VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL O 1" STRAIGHT COUPLING PE—IPS X PIP MUELLER H -15456N OR EQUAL to 1/4" OD 304 SS TUBE n 1/2" X 1/4" REDUCER MPT X CTS COMPRESSION FITTING t2 VINYL CAP WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION t3 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000—HJB OR EQUAL 1a 1/2" OD 304 SS TUBE 15 11/2" SS BALL VALVE, FPT is 1/2" SS COMPRESSION FITTING X MPT n 1" X 1/2" REDUCER, MPT X FPT WATER QUALITY SAMPLING STATION NOTES 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA GRAVEL. 6.9-273 QI0 W 92 N IW C/)QU�nz i o 0 Amy 1n N >V�ga 1{� s O,.cj�,n3 w I 2 S J U 7) DESIGN ENGINEER: J W 0 LICENSE NO: 70415 O CHECKED BY: DVS MJB DATE: 07-31-2018 W JOB NO: 214318001 PROJECT N0: ---- H Of 0 1" Q cy_ REDUCED OR ENLARGED PLANS. SHEET D4 V) F- F- r J LL1 L(7 3: :D J Q O Q LLJ o � m Ln Z w Ld (n ZO w Y 1— Q Go 2 L' 1— O � H O U W 92 N q C/)QU�nz i o 0 Amy O 2 >V�ga 1{� s O,.cj�,n3 of I 2 S ® W my� DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTEDBY: CHECKED BY: DVS MJB DATE: 07-31-2018 JOB NO: 214318001 PROJECT N0: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D4 14 of 19 SL -0104 SL -0105 SL -0109 oOa t 4 = 32 DIA 32 DIA ( PROVIDE BARS EQUAL IN oy€ T�mw o� H o-��00000vDoS�v 32 CIA TOTAL AREA TO REGULAR DIA n REINFORCING INTERRUPTED t o ° €9' BY OPENING. PLACE ONE � 3" HALF TOTAL AREA TO EACH D B EDGE OF SLAB D SIDE OF THE OPENING. N 3 °ra oY o 5-#4 ®4" CO, TOP oa ° o.at y " � SPACED AT 3" OC. ooa „ s c _ 16 DIA 12" MIN ONE EXTRA BAR EACH w&od�aoosdd�vo spa aat CORNER PER LAYER OF G 32 DIA REGULAR REINFORCING ���° d'a„ o iI(SEE TABLE OPENING °ODOUBLE CURTAIN PNBELOW.) X >< a� 32 DIA 32 DIA 16 DIA 12" MIN FOR OPENINGS 12" TO 21" .y�c tl 16 DIA a' 12" MIN 4 -#4x4' -O" 0 6" CC TOP LAYER 3/4" BELOW m fv 0 FOR OPENINGS 21" TO 54" m TOP OF SLAB NOTE SINGLE CURTAIN \\\ THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT FEET DO NOT RETAIN LIQUID OR SOIL ZO NOT TO SCALE INTERIOR CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 1 2 � 5 a D5 REINFORCEMENTS WITH NO WATERSTOPS D5 INTERIOR AND EXTERIOR CORNERS CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 D HOOK DETAILING A OR G CONSTRUCTION JOINT v n� n� DETAILING . i o DIMENSION o DIMENSION Db = (1) BAR DIAMETER 3 4Db OR Db = (i) BAR DIAMETER D x� D =FINISHED INSIDE BEND DIA. - aFURNISH INSTALL y \ dW \ 2 1/2" MIN I D = FINISHED INSIDE BEND DIA. �y D = 6Db FOR #3-#8 ELAS OMERNCD SEALANT LL Z I` D = 6Db FOR #3-#8 # # �r o- U D = 8Db FOR 9- 11 > a IN GAP (SEE NOTE) d o4 u9 D = 8Db FOR #9-#11 D = 10Db FOR #14 AND #18 180 -DEG D = 10D6 FOR #14 AND #18 90 -DEG 4c y ./ '..!S/ 5A z DIMENSION OF STANDARD 180' HOOKS, DIMENSION ALL GRADES STANDARD 900 ' HOOKS, ALL GRADES BAR LENGTH J A OR G D THICKNESS BAR RECT. CIRCLE OF SIZE OPENING OPENING CONCRETE 6" 3" 8" #5 3 3/4" 5" 3'-0" D+24" #6 4 1/2" 3'-0" D+24" 12" #7 3'-8" D+24" B = THE REQUIRED LENGTH FOR LAPPED SPUGE FOR TOP BARS AS SHOWN IN CONC. 8" REINFORCEMENT SPLICE TABLE. #9 m fv 0 FOR OPENINGS 21" TO 54" m TOP OF SLAB NOTE SINGLE CURTAIN \\\ THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT FEET DO NOT RETAIN LIQUID OR SOIL ZO NOT TO SCALE INTERIOR CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 1 2 � 5 a D5 REINFORCEMENTS WITH NO WATERSTOPS D5 INTERIOR AND EXTERIOR CORNERS CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 D HOOK DETAILING A OR G CONSTRUCTION JOINT v n� n� DETAILING . i o DIMENSION o DIMENSION Db = (1) BAR DIAMETER 3 4Db OR Db = (i) BAR DIAMETER D x� D =FINISHED INSIDE BEND DIA. - aFURNISH INSTALL y \ dW \ 2 1/2" MIN I D = FINISHED INSIDE BEND DIA. �y D = 6Db FOR #3-#8 ELAS OMERNCD SEALANT LL Z I` D = 6Db FOR #3-#8 # # �r o- U D = 8Db FOR 9- 11 > a IN GAP (SEE NOTE) d o4 u9 D = 8Db FOR #9-#11 D = 10Db FOR #14 AND #18 180 -DEG D = 10D6 FOR #14 AND #18 90 -DEG 4c y ./ '..!S/ 5A z DIMENSION OF STANDARD 180' HOOKS, DIMENSION ALL GRADES STANDARD 900 ' HOOKS, ALL GRADES SIZE D J A OR G D A OR G #3 2 1/4" 3" 5" 2 1/4" 6- #4 3" 4" 6" 3" 8" #5 3 3/4" 5" 7" 3 3/4" 10" #6 4 1/2" 6" 8" 4 1/2" 12" #7 5 1/4" 7" 10" 5 1/4" 14" #8 6" 8" 11" 6" 16" #9 9 1/2" 11 3/4" 15" 9 1/2" 19" #10 10 3/4" 13 1/4" 17" 10 3/4" 22" #11 12" 14 3/4" 19" 12" 24" #14 98 i/4" 29 3/4" 27" 18 1/4" 31" #18 24" 28 1/2" 36" 24" 41" -1- 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. p II 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF W D It THE CONSTRUCTION JOINT LENGTH. N u (n W N V D-4Db II II ii (TYP) ii 4Db or II II 2-1/2" MIN. " L HOOK BEND THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE DxW LESS THAN 8" 2x3 9" TO 12" 2x4 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 REINFORCEMENT BENDS G � J ~ NOT TO SCALE NOT TO SCALE W CO N w 0 q 5 6 D5 CONCRETE LONGITUDINAL JOINT 05 CONCRETE JOINT SEAL Q m C7 #3 TO #5 6Db 6,11 , SL -0124 O OR 2 1/2" MIN I O N 1 IT H00� I� G SODb #6 AND SMALLER U a #6 TO #8JA 12D6 w HOOK Q A OR G ii 2 so A OR G ii 62Db #7 -#ii (aj xT �26Qp xI 9D6 OR PIPE SADDLE I— N D '' .X.m 0 Zz Z D.1. BACKWASH PIPEQcZ 0z o O z 0 � z� wN w i" BALL VALVE 1/4"x1/16" SAWCUT JOINT o o I p Db o o I D 7Db O STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) (n Q 0 N vv D 07 �wo. 3 �xP ° "tL J—;— BEAM BEAM BEAM 90 -DEG 135�DEG 1 53 -DEG ct,nnnn I.,nnvc CCIC\IIl+ CTDDI IO /TC SPLICE LENGTH / Db J � J 135' CHECKED BY:It MJB SIZE W � O I x ^^'' ^' L..C. ryo ® E $ a m o V a CONCRETE STRENGTH (PSI) 1 1/2" 4" 4" Lli 25011 3000 3500 4000 5000 #6 AND SMALLER 63 57 53 50 45 NO WATERSTOP OR I, � l,� .�ll,l #7-#11 78 SEALANT NOTE: "SIKAFLEX < 2 1/2" 6" ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH w >-J 3/4" #6 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 H U 8" 4 HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND < N Z N L 5 1/4" 14" APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT _ W I 1/4- #8 COMPLETELY. O O U Q 10 1/2" REINFORCEMENT BENDS G � J ~ NOT TO SCALE NOT TO SCALE W CO N w 0 q 5 6 D5 CONCRETE LONGITUDINAL JOINT 05 CONCRETE JOINT SEAL Q m C7 #3 TO #5 6Db 6,11 , SL -0124 O OR 2 1/2" MIN I O N 1 IT H00� I� G SODb #6 AND SMALLER U a #6 TO #8JA 12D6 w HOOK Q A OR G ii 2 so A OR G ii 62Db #7 -#ii (aj xT �26Qp xI 9D6 OR PIPE SADDLE I— N D '' .X.m 0 Zz Z D.1. BACKWASH PIPEQcZ 0z o O z 0 � z� wN w i" BALL VALVE 1/4"x1/16" SAWCUT JOINT o o I p Db o o I D 7Db O STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) (n Q 0 N vv D 07 �wo. 3 �xP ° "tL J—;— BEAM BEAM BEAM 90 -DEG 135�DEG 1 53 -DEG ct,nnnn I.,nnvc CCIC\IIl+ CTDDI IO /TC SPLICE LENGTH / Db SEISMIC 135' CHECKED BY:It MJB SIZE D I x ^^'' ^' L..C. ryo ® E $ a m o V a CONCRETE STRENGTH (PSI) 1 1/2" 4" 4" 2 25011 3000 3500 4000 5000 #6 AND SMALLER 63 57 53 50 45 NO WATERSTOP OR I, � l,� .�ll,l #7-#11 78 1 72 1 66 62 56 DESIGN ENGINEER:— aunnvr nvvno KEVIN btKKYHILL (TIE BENDS SIMILAR) NOTELICENSE NO: 1. SPLICES SHOWN ARE CLASS B SPDCE 70415 fy=60ksi fc=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2. SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. 90' SEISMIC 135' CHECKED BY:It MJB SIZE D A OR G A OR G ARROX. H #3 1 1/2" 4" 4" 2 1/2" #4 2" 4 1/2" 4 1/2" 3" #5 2 1/2" 6" 5 1/2" 3 3/4" #6 4 1/2" 12" 8" 4 1/2" #7 5 1/4" 14" 9" 5 1/4- #8 6" 16" 10 1/2" 6" fy=60ksi fc=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2. SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. 135' SEISMIC HOOK CHECKED BY:It MJB SIZE DATE: 07-31-2018 D A OR G ARROX. H #3 1 1/2" 4" 2 1/2- #4 2" 4 1/2" 3- #5 2 1/2" 5 1/2" 3 3/4" #6 4 1/2- 8" 4 1/2- #7 #8 6" 10 1/2" 6" fy=60ksi fc=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2. SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. NOTES 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE /� 'TANK BACKWASH SAMPLE DRAFTED BY: DVS CHECKED BY:It MJB w H DATE: 07-31-2018 JOB NO: 214318001 PROJECT N0: ---- PHASE: PLACEMENT. — - ® ® ® A0101, w ® s 0 NOT TO SCALE NOT TO SCALE ONE REDUCECHADJ 0 ST 5 CA LE FOR OR ENLARGED PLANS. 7 SHEET ®J 5 REINFORCEMENT BENDS &SPLICES DS CONCRETE CONTROL JOINT D5014LY 15 DE 19 0 6.9-273 GIT pr-., jJ6. owPso oo� MINDED Io'(ODW ��-62. � w� NOTES, /'+ - o E'. I. WHEN CROSSING UNDER ROADWAYS OR ANY OBER HARD SpiFAGE, UNIT ywoE ALL ELECTRICAL WIRING AND WATER LINE SHALL BE INSTALLED 25 > "k'' -FINISHED GRADE .t iSMIN (076,1 DEEP, INA 5GiE1%AE 40 PJG SLEEVE. S.EEVE SHALL EE 2 TYPES DIAMETER OF CONDUIT I PIPING. ALL ELECTRICAL CONDUIT T I t x 4 ; o s a 5HAL HAVE I' MIN. PIA. FOR 110 VOLTS AND T HIR DIA. FOR LOW ./ :\i \ ` _ a a _ VOLTAGE. SEE GIT' STANDARDS BEET Ld, DETAIL N xMAN E \ 'N r y� \ \ =` 2. WHE# RE RAIFBIRD MAROON IRRIGATION SYSTEM IS ICMt,B LitE PLA2 WCAl!DN VONTPOL •,\! ROADWAY / HAR05CAPE e v ' 1.5 MINA 15' M N. 6 E o " m � `¢ c 'o ` SPECIFIED, THE MAXIGOM CABLE A9Yv'T N07 GONE INTO CONTACT AT 11F N O'GLO:x WIRES NEAR TRE -AIN 5LEq E ` pp ., - n (0 45ftU (04 ') w o d o a o ^ v = y WITH THE PO^ER SPRY OR VALVE WIRING, LOCATE THE MART- FmPITwx. fiNDI.m AND TAPED AT } lo' Fft INTSRVAL5 " STREET RIGHT-OF-WAY OMILY Q FINISHED a GRADE H Pao-. = E d v nw "5 COM CABLE NEAR THE MAIN LINE AT A q O'CLOCK PO5ITION. =ATE dRIC AT THE > H \ IS' (0.45aU BEHIND R.ECNIIRED ON ALL ASSEMBLIES �-z`o �w w vw o 3. IF MORE THAN UnE' LINE IS IN3TALLED PER TREYX, PROVIDE ' o'acuK PJSITWN �r,9 -,�, RIGHT-OF-WAY UNE - CONDUIT (PIPINGS 15' MIN I➢ (05M ABOVE 15' MIN. CONCRETE HORIZONTAL AND VERTICAL SEPARATION. „ IfOA COACRLTE $LAB 1 Iv4;m.1 (o.95m SLAB PIAN = o 4. ALL M SOLVENT (GENE) MAL BE fills (PRIMER IS MAIN LINE op 'H�`' �w�=oa.=a-s s ,,... REAUIRED ON MAIN ONLY). - \ b o•llSRmn) 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE v �" CONGCTE DEDICATED STREET RIGM-OF-WAY MAY REQUIRE AN OPEN 40 STREET PERMIT. CHECK WITH CITY D.'GINEERW DEPARTMENT IST (a3H7-FlM5v%D 6RArn V ") OGK P¢RTIUPL p FOR REGNJI,¢EhENTS. r FINISHED GRADE A✓�`J.Y b. YNIERE OPEN STREET CUT'S ARE RSOMRED TO INSTALL YARD � � � FROM pW.'I-R -� i `TO VA.VE5 IRRI6ARON LINES AND/OR MINES, ALL STREET PATCHING WTHIN '-' - - " gCAVAAr ( HARDSGAP r GAL VA 1. PIPIIt& e FIit1N6u O'rPCAL THRaGHGurI �;. PROPOSED FG PER SHEET C3 AND SECTIONS ON C5. THE MITT -WAY OWJ. ED IN H74ME Glrr O ELECTRICAL CONDUIT ` y D 57-12 TIE CITAN N STANDARD 5T 12 A5 DIRECTED BY TIE Citt ENGINEER, T. ALL IRRI6Ar10N LATERAL LINE SHALL BE CLASS 200 PJC. Turee TEAMS `'� �/ VY �V�y `` � � W PRESSURE Ban O ED A55ESREDUCED 2.0" A55EMBLY (Greater than 2.0" (50mm) Dia) IF A LATERAL LINE 15 LOCATED (RIDER A HARD SURFACE, / SCHEDULE 40 PVC I5 RECURET7. ••PON sMu - NOTES: / �} NOTE5: VARIES 8. ATEN THERE IS A CHANGE IN PITTED DIRECTION, ALL IRRI6ARON a HICAPS 1. HHER 69055INC UNDER ROADNNY5 OR ANY OTHER HARD SURFACE, / I. EXERT A5 NOTED, ALL PIPING AND FITTINGS, S ALL BE MR LINES LARGBt THAN 2A° 050Turt1 IN OAME7ER ALL ELECTRICAL WIRING AND WATER LINES SHALL BE INSTALLED 2.5' y r 6 '\ GALVANIZED UI APPROVED B1' THE LINE) SIAL BE SEARED WITH CONCRETE THRUST BLOCKS IN Bu4ILL (0.16W DEEP, IN A SGIEEWLE 40 PVC 'SLEEVE. SIEVE SHALL BE 2 TIMES .k RSWATION AV PARTS DIRECTOR EXISTING GRADE ACCORDANCE WITH MANUFACTURES RECOMMB�DARON AMD A5 DIRECTED BY THE RECREATION AND PARKS DIRECTOR. - DIAMETER OF CONDUIT /PIPING. ALL ELECTRICAL CONDUIT `SMALL ('AVE ,/ r 7 P MIN. DIA FOR TIO VOLTS AND V MIN, DIA, FCR USK VOLTAGE / -BACKFILL T DIA. LE55 BRA55 F171N55 / NIPPLE5 2. USE TEFLON FIFE TAPE ON ALL THREADED JOINTS OR WILL BE UNIONS, AP�yM ESIA BY PIE RECREATION AV PARKS DIRECTgi SLOP NG 1.5:1 ff SE CITY STAPDARD AiCET L3 FOR RiRUST &OGK DETAIL. ' 2.51.EEVE SHALL EXTEND IA'(03,1 BEYOND NASR5CAFE ON AL ENS . NOT FLAN65, GR GREATER4. ALL IRRIGATIOd MAINllNE 2.0°(5omm11N D1AMBlER AND , f- ' L.A••I'ER,P+L.. LINE KLL U5=_ BAIT SALL MATERIALS SMALL BE NCR AV FREE FROM I E610%IMPROVEMENTS TT LL55 SHALL EE SCHEDULE 40 PVG. IRRIGATION MAINLINES GREATER WITHIN THE DEDCATED 51VM RICH OF -WAY -- SLEEVE VALVE5%P Z O THAN 2A" (SOiM IN DIAMETER SHALL BE TITS PJG SCHEDULE 40 0R MAY REQUIRE AN OEM STREET PERMIT (NECK WITH CITY CONDUIT \ PIP.NG \ BRA'h FIRINGS LO (03m) 4. SFE AFFROVED LAR05CAPURRIGATION PLANE AND / NIPPLES DO APPROVED EQUAL BY THE RECREATION AND PARKS DIRELTGR, EWINEERIN6 DEPARTMENT FOR REp'IREALiNtS. �� :1 / � AEOK HI6H19T FINISHED LEGENDS FOR SPECIFIC MODEL MAT ,SIZE, OJANTItt, SPRINKLER GRADE --� MANFPGnRERS AND fBYfiRMaILE REpAtiEhENTS. - 5: 4�N FIx13KD HUD- IO' (ODW C. ANY AND ALL CHANGE SHALL ARiROVFD BY THE REGREATCN-`{ 4. WIERF OPEN STREET CUTS ARE REOJIRED TO INSTALL VARIOUS. "��.�\'i��/T,/i.. (� MY) IRRIGATION LINES AND/O2 WIRE. ALL STREET PATCHING WITHIN ;? AND PARKS DIRECTOR PRIOR TO ihP.�ENTATION THE CITY R16MT-OF-WAY SMIL BE IN ACCORDANCE WITH CITY 5 110 I5 MIN. GONG i5 IN, ' 5. AL TRANSITIONS FROM GALVANIZED PIPE TO PVC PIPE SHALL 2% TYP. II. AL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH .FCR AND STANDARD ST -I2 OR AS DIRECTED BY THE GIN ENGINEER BE CONSTRUCTED WITH SCHEDULE 40 FEMALE ADAPTER 09 r (043D) 5L� (045mI LANG1�__ SAVAI0. GOMPKT Citt STANDARDS, THE LATEST APPROVED EDITION OF THE UNIFORM o ° r� IGAcs ` rN ro aTr SrawAND i -I SLEEVES APPROVED EOtl1AL BY THE RECREATION A� PARTS DIRECTOR :. .. :! .. ' " ' E OVER -EXCAVATION N. T, ,, PLUMBING CODE, MAM.FAGTURE 5 REGOMMENDAT'AN5, 5EGTCH " • 5TH3 HT ca.TRAS RCTs. 5. ANY AND ALL CHANGES PR OA -L IM APPROVED BY THE RECREATION AV PARKS DIRECTOR PRIOR TO IMPLEMENTATION. ..: -" l b. (rm TRIG:I REINFORCED CONCRETE SAB LIMITS 20 p` TFE STANDARD SPEGIFIGAi IONS, AFd? AS DIRECTED 9Y TfE •• FCN 5MkFD,25alAc£ iRE0.11HEN? \ E FEMALE " FOR ALL LVCES. MINIMUM REgHPEP TER FRD1E W RECREATION AND PARKS DIRE-c,TCR ne xEAvS OS' (15M AS OINEClC9 6Y THE RrxNeA-ICN AVD PANK'. G. ALL ELG:.IRGAL INSTALLATIGN $HALL BE IN AGARDANLE YITH I `p0 UNIO"5 E ON A FPIS . ' ADAProR CLBARANicE SHALL BE Is' (P4ErJ ON ALL SIDE OF THE 3 MIN. 12. ALL MATERIAL USED SHALL EE YEN AND FREE FROM APERFEGTCN5, s MOLMS r DleEaat 20 STANDARDS, RD SPECIFICATIONS, AV EJD IR CTE SECTION 20 OF THE STANDARD StECIFICATIOS, AND A5 DIRECTED BY THE £ A✓iY // �rt ( Gh'KE AND AS PIPETTED BY THE RECREATION AND PARKS w in z BENCH. TTP. 13. SEE APPROVED LANDSCAPE AND IRRI6ATCN PLANS APD LEGEND$ LATERAL LN- RECREATION AND PARKS DIRECTOR. 'x DIRECTOR, Cltt STANDARD J, SHEET L-4 N FOR SPECIFIC MODEL NUMBER, SIZE, OUANRTY, MANLFACTt)RER, Rms ANTH 19N c0?I14C ItlRs NEAR Y,€ MN 1.B AL MATERIAL Ux'D AND FREE FROM IMPERFECTIONS. TMRGST ECGL Y 0PL h T. ALL IRRIGATION INSTALLATION SHALL BEIM ORDAII:E WITH O 2% TTP. AND PERFORMANCE REGUREMENTS. fD Aifj IDPfp Ai RAGEHE S. ELECTRICAL 7ALL TI N5 WUBLI PARKS OR •" Ott THE ACCEPTED OF THE O Z HAINMINE 14. tb OT1ER CONDUIT OR PIPING MAY BE ALOy�A NEAR rxE Mwln urs - lo' Bart IxrC4RJAL5 AT NDB R auaK LOCAre wrecs Ar'aE PARKWAYS SHALL BE INSPECTED BY PUBLIC WORKS N INSPECTED B E, MAN FCTURR R5CN RM KLARDN, �" \ - `-.. \ UNIFORM FLUBIN6 CODE, MANUFACTURERS RECOMNENDATIOy /. \ " WkTHIN IRRIGATION PIPING OR CONTROL LINE TRENCH. P51TIINt ` .(, -� 9 vlL K P03I11gi. ELETRCAL OrERVISOR, /, ,- .: ALVAN -. SECTION W OF THE 5TAtIDARO SPELEIGATIOH5, AND A5 I 12' MIN. - 1. Na OTHER LOHWIT OR PIPING MAV BE ALLOWED WITHIN ELECTRICAL /i / _ .� DIRECTED BY THE RKREANOI AND PARK5 DIRECTOR, f KEYWAY MULTIPLE LINE5 OR CONTROL LINE TRENCH. FROM HATER BACKFLOW A55EMBLY TO vuvES K b. ANY AND AL CHANGE MAL. E APFRVKEO BY THE * by (2.0" (50rnrr� and less) RECREATION AND, PARKS DIRECTS tFFORE I14 LEMs3rtATIM. H NOTES W n U CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, DETAILS POR POTABLE 1. ALL IMPORTED FILL AND PLACEMENT OF MATERIALS SHALL BE DONE w ? o w a N DETAILS FOR ELECTRICAL CONDUIT PER SITE SPECIFIC GEOTECHNICAL REPORT FILE NO. 17-16586 BY SEI- - TRENCHING, AND BACKFILL TRIENCIIING, SLEFVflKQ AND BACKFILL WATER PROTECTION STANDARD STANDARD STANDARD 1 PLAN NO. 2 PLAN NO. 3 IT AN NO, D6 OF 4 L-2 D6 14 L-3 D6 0„ ,L L-4 Ds TYPICAL FILL SLOPE 9VFROV}D �, �., 1110.1111 DA,ti APPI[OVGll I'(,"NIX, I,XM (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) LLJ N V) w J U v) fable - 9 9a., 20' LL J oRw m �i J v NOTES. ) V) Q TOP MOUNT ,AFFLY SOIL AMEMENT PER WLNDAS PL R5T 1 ^: H ALL TREES SHALL K STAKED ARP NON 20• ECM DA. HgkontY a top d 6ottam m'ogmd emm LJ ct� IT - E TR£.ATEM LODGE FOIE FINE REMOVE HARRY .iM hass NRO slnp/w caro Q Ed STAINLESS STEEL CONTROL I! E '. K TRE srPp9 FROM ALL Pu,Nr MATERIAL DS.IVEATI TO r�B xkM - d.0 02w) _ __. AUTOMATIC -.-,� -'� P,R04DY 5M AND INSTALL NEN T� STAKES. I 3 � HWI - sa• (ASML Lv >- � � CONTfZOLLER �� � , 5. CON5TR.'GrMOTR+D A5 �G91RE1 TO xcLRE PLalls srrolum P L Fm�rre - 1875 (SUCH) � C) N Q Ed (SING CONSTR CRON It5TA'LATIOK AQ 9,Y. A" 27AA Z UJ AUTQMATIC INSTALL %0'l5 _ - 4.AR£9RTREE 6UARD OR APPROVED 5DUAL 5RK2.152D (d. lkg/m) fork LJ L(7 � : J 1� 6 __ TOP MOUNT ---. - CONTROLLER - �- I STAINLESS STEEL ANTE a, cF w.ANTER AL TRaES RMED IN Law ARZe 4^ (ICDm.M SCBM REa'I s. Rror CARD BARBER Is RBuuIRm WfrN THE IRff TRI 5 NIM ciln Lod: FR I Q I () N-- C 7 C,ONPROLLER 50455EMBLY CONTROLLER --.s ENG OSURE rns-aaE vaRIES 50115W OR LE9 FROM Aar HAND, RRFACE PLACE BARMR -b- FARala AEONS THE EDSE CF x/aD saNFUE. L Y J m W Z W V) e® (ESO) INCLUDES CFI$ ,j- t,5. t] n- LLL TERMINAL STRIPS WITH Fs 6. P,ANPIiS TA HAW. E PLACED 2O' SI BEAW a A( ) '" U W V% [] - PLACARDS. FINISH ORAOE FGAR ROOT FODERY AA$FOLLOWS: T LJ..1 - TABLET' PPR 6%. iS.TR U 10' 10' puss T,PC ux z �' Y 5- TABIEr5 PER 5 CAL. (BA U (a (a9a Q W Q I I \ 1� 5 - rAr,LTS PER 5 RAL. (s5a U a aevtr 2875" `L _1 MIN. J6 (L , a PER=6'RS () . FINISH CN ATX 1 ��.., T.emANDALorvlAnaSrRaMTressTAwSw+LLE INSTAllRC'JTBARRIER. AND L FROM THIS �%i .r ,' A BY THE REDREATICN AND PARKS DIRECTOR, Gate P) - 1.a'"t"''T 10. 2a''Y;'� to rmrerP"- s'anpt (5dfiml �Mml I-- (a w.) < m Q m m t P4\£L5 PER WRREF'T 'L,ANTIN35 TABLETS IN AOCCRDA* WITH a3x Q3m (�, (YK) 0 -..:. i'- -'�T MANPALNRERS E, Al LaDY,APE 115TP�AiI SHALL BE Z "y tabic � O "C Tom* -I SFEGIFILATIONS # ('SEE NOTE bi ., CITY STANDARDS, MANUFACP.REtS F2LOMME\DATIOi, AND SSTlal - 9 9e., 20' U DIRECT BURIAL (50".) -A wN PEDESTRIAN GATE bwdicd >- CONTROL WIRES F SID_ `lIEW HI TREE P)..ANTIN6 WITii ROOTGUARD q. ALL xAtERtAL I!:{v 5NAt1 E NEw PND FRFL FFAM IfMFEiffA91(65. O aRa Oft ' TO CONTROL - 10.5E: APPROVED LA$YCAPEAMOATION FLANS FOR rap t bothm VALVES SPECTIC MODEL NUMBERS 512E, MAMIFACTLRER AND 0 CJ - 120 -VOLT 53R CE PERFORMANCE RSdNRSMERG - iN CONDUIT. PJG LONG SWEEP ELL- u. ADD 2'aP wtele D1t rPOD CHIP MATER(%FROM att5 Hdi. I a 0.375'(tLmm) ~ PRONTVIEW SIZE AS REQUIRED. GREEVWaSTE FAautt aR Afl+PfJVED ECJ%. db9md bore nPo puss mm WimNd'e Dawe AP(4.b - Is' (1,9m) / roe (tiA m HA9nt - sm- bwo 1.815• Umn) armee 1.815•pam) �x Q s �• c FREVAILiNG _ WF,D DIRKIICY - 0.A p6'a 2720/R Gots Post - 2D75• MODEL 58-2255 (4,,1kq/m) mwwrw (7Snm) D.D. qdc (5TRON6 BOX 8Y VIT PRODUCTS) Q TumbruHe wkg (104"rdn Apo b7AD/D �I OR APPROVED EQUAL _TREE OTA ba' raft/ -)TRUNK �Q O IRRIO-ATION CONTROLLER ENCL05URE TREE STANDS (40R.) L-.9 ORT Ywxw - 3 a a n ---� a i - ,E.... .• •-past MINI 9E ruas4aR APPROVED _ Eaves. 2 TIED mat 5TA (5 TIPS A5 NEDDI Jf STAKE LOCATION >U Crn LLA - a { 9 (5� PbiE e2 AND DETAIL JN (5M NO) - (AAM) �' p ,� 3 NOTES: Q -E Q `-'I'Rt5 DOUBLE GATE P.G Gonaete O n O Qo w R _ GUARD c FRF Y TER �vLVER SM , W L IEE SCHEME EO PVC CONDUIT WITH AN ENCLOSED 5, AL IRRI6ATION INSTALLATION SHALL BE IN ACCORDANCE WITH q BAFOR SN bn 4A" BERM (OJSP)I ZO' Yrz m 2. CONSTRUCT 0.5' NI THEN, GLA% "B° CONCRETE SLAB AS Ott STANDARDS, THE LATEST EDITION OF THE CALIFORNIA FUNDING - F.6. FG. NOTES: RE(2/1RED TO RECEIVE THE PEDESTAL CONTROL CODE, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF 4➢' BERM NOyrz""N TO40%MOUNTED RELATIVE THE STANDARD SPECIFICATIONS, AND A5 DIRECTED BY THE CLOCK COMPACT PLAfiEMENT BASE TO .� ?, 1. &bpade pep, snm be mnsft W MR, h Bade and DESIGN ENGINEER: CONCRETE SLAB. RECREATION AND PARKS DIRECTOR. DEN5ftt PRIOR ro PLACEMENT of CONCRETE SLAB. \ • % G ., sass s Aon wM cmwmUn at Asx to a apM or 1 p fano tdric snap amR+m ro rne.wn+bntrons of um KEVIN BERRYH LL b. ALL MATERIALS SHALL NBX ND FREE FROM DEFECTS. 3 IRRIGATION RE SHALL. BE TOP MOW, C4fXN cP (REE TO BE D,55U A3OVE r -s. �yy 96.-d: 5.0' (0.75mt dexgmafe»: A-392 post !. LICENSE HEATHER RESISTANT NAtLRE, MANFPOIURED 2 SEE EO LANDSCAPE / IRRIGATION PLANS A FATHER RE ISTANT OF A VANDAL AND � % LSI O T�� 1. Ccnaeh aM1d/ ne doss 8' and abaN bs nMn 25' (SSmrn) & MstatMion o{ /rainy and 9INa de m anwdnro nM Me 15 70415 RA LEGENDS, MODEL MR�RS, SIZE ENTIRELY OF 304 ERODE STAINLESS 5Tff1 AND IEff�NDS FOR s / RAnnIK TAEiETv _ k�TE eb) e V fa d5' (0.1Mr) atrmp Gmereh a5,9 to nnxnM m1a0M tegoranmh W xrtbe &I-1 a/ Me llartard. eo'NnHmx DRAFTED BY: CHECKED BY: MANUFACTURERS OVAMTii6, MANFAGn Rs AID PERFORMANCE C ENOTE NO me ymY, Bwid SYah dWd ,, Dgmrl t a Tianvom. m. e�wf anent c m. 5. FRIEND CONCRETE b" RIREMENTS. 4. POURED CONORETF BASE - s° ANN RNGKNF5EOI - / ; - �� DVS MJB BEYOND OUT51DE DIMENSIONS OF ENCLOSURE WITN V2N SLOP£ b. ANY AND AL CHANGES FROM THI5 STANDARD SHALL BE "' I WR001BALL 1 C.00. sitok mt. no addwl A*w pia' wHtm 9 Odkq In i'mfied by N ply of Bdm&V stadod *cw q DATE: 07-31-2D 18 FOR DRAINAGE. APPROVED 8Y THE RECREATION AND PARKS DIRECTOR PRIOR Imo-- OV571FROP SOIL D,<•%. app k MfaSed ban Ne Gty C,hpPo D-12 Mad be amrinued artdar gOtas TO ANY TYPE OF CONSTRUCTION, - _ 2x HIP _ M,f be atM nth a MTh pi kd aargland JOB NO: 214318001 OF Rarrnu.' TYPICAL SHRUB KI cmrpptq w sarn .FD-2Dre w Me stmeud pe+'Areem,a 0 M, .1 II STAKING DETAIL PLANTING DETAIL F4QIAME: o-isav PROJECT NO: ---- d., � am Ath ARb MM se b«ad ro rawest °"" e7z s p No InepmtMbydNd'txto mbmimtdawsRcd as STANDARD araex mawruvm mmwm and ydH asls pamtU trod mast w.R PHASE: CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS � nthAm�„mw. ra�ta�wlmsao �oax ,�„ "' BHA CHAIN-LINK GATES 0 1" 5, XM1er ralload arbwbm aareul k tarynM, it snM be umd M•,. DETAILS FOR TOP MOUNT, STAINLESS STEELa'T'N DETAIL FOR TREE AND NSC, a. s - s 9,+x TMda sa Mwshmred Mnt ms dors WaIS '� SCALE SCALE CONTROLLER ENCLOSURE SERUBPLANTING w mfhmpwif.ohi an ayoa,anowdnmhik www ONE INCH. ADJUST SCALE FOR E INCH. F CRY OF BAKEPISPIELD D-13 REDUCED OR ENLARGED PLANS. STANDARD STANDARD aP+oY be mme nM 9ttwya m xHA ue'm CALFORNIA SHEET 5 PLAN NO 6 PLAN NO. �°°" m° e�°a°d g Pw ae� FNwtG ,mwa DFPAN„ARwT 6 9-273 D6 D6 oP �4 L-7 D6 GF I4 AIW1tOVFI1 "II XIN%X IV, L -IO D6 GATE SIZES PER PLAN D NCN XS% ;NI CITY RECORD No. 16 of 19 (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) GROUNP CCNI)UCTOR� T GROUND R I NCS DETAIL 5GALE: NONE LID CHRISTY FLI6D CHRISTY 51650X� WELL EXTENSION—==Z� CHRISTY 516X12 12" X 22 1/4" X 12" REINF. CONCRETE GAD -WELD, TYP. "GY" MOLD GROUND RING PER PLAN GROUND ROD, 10'x5/0"0 COPPER CLAD STEEL, OFFSET ROD IN WELL TO ALLOW FOR TESTING GROUND ROD DETAIL SCALE: NONE CADWELD TO GROUND ROD GROUND ROD 8'x5/8" DIA. COPPER -CLAD STEEL FINISHED GRADE I NOTE: ALLOW 6" BELOW GAD -WELD CONNECTION FOR TEST CLAMP NOOK -UP 5/4"P 6ROUND ROD 'ER GLAD STEEL IGAL FOR (4) BOND TANK, D I GAL &ROUND RING 5EE EO TYP I GAL GROUND I NO PLAN SCALE: 1/4" = I' -O" o i s 1 a lillillill -;;ml gill 11111 AI� 6.9-273 =CT ENGINEERING LIG E NG DE E I G N CA REG ON NO E13083 18015 bw MING xvIlIJE. 31 2M RAEF1t3E=' m gnus (ml) 831-5851 FA% (861) 3&1-5ffi2 pemau : melw�roj-wn=t 17 OF 19 a 0 m m z 0 z tT6 LU W U E ¢ G LU °C ¢ Q U J O Y 0 F- Q U U W zW fr —D cc LU O Ir Y U I- Y W J m U-1 d U O H H U Iry�J m n mpi WW mpN aM\.FF 1 r\�1I�Il 4 x� F !1�IIII g O 4 6 (Qj 3 O yN V DESIGN ENGINEER: JM LICENSE N0: E013063 DRAFTED BV: CHECKED BY'. MG JM DATE: 09/13/2017 JOB NO: ---- PROJECT NO 214317001 PHASE: G 1" ORIGINAL SCALE SHOWN IS ONE INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET EO -52 17 OF 19 6ENERAL NOTES — `". �J N SYMBOLS I. THE ELECTRICAL WORK StW1 WE INSTALLED IN ACCMPANGE WITH THE L° G u N c D R 6° c N COWUF EXISTING CA mil MON NO E33083 2016 GN-.IFORNIA ELECTRICAL 60M AND ALL APPLICABLE LOCAL ORDINANCES. 18015 C6NPUIT 60%E&W IN WALL O2 CEILING WHERE PLAINS CALL FOR A H16HFR STANDARD THAN APPLICAF4E COPE -6, _ _ _ CONDUIT CLNCEALFD LX DVR FLOOR OR 15ELOW GRADE THE PLANS SI1Al.1_ GOVERN. 0 (831) 30t-YB6l RELOCATE E GOtJD1117 51NUI OUT AND CAPPt-D 2. Ca MIT RLN5 ARE SHOWN DIAGRAMdv1ATICALLY. EXAcr LOCATION. 0 COWUIr Tum IP SHALL m DETERMINED IN THE FIELD TO SUIT FIELP 6a$71TION5. 0 CRJDINT TLRI4!P DONN 3. ALL EPLTRIC,& EQUWMENF, APPLIANCES AW LK -*MNG FIXTLRES — KATCII MW6 IW!LAIE W. OF pl'i- WR(S IN 06W 9RPD S'1ALL BE LISTED 15Y A FZC.0.5NIZFD TE5F LAB AW BEAR THAT LAKE_ /21 COZDUIT (3) MAX IN I/2" C., (5) MAX. IN 3/4" C., OF APPROVAL._ (S) MAK IN 1"G., NO MARKS = 2#I2 4. CaglR TOR SHALL FUZNISH, INSTALL AND COJW6T ALL MATERIAL. �A-5 Ii%E RAJ: LETTER WGATES PANS., N)4*K'3) WMTE5 n AW EQUIPMENT FOR THIS WORK UtE55 OrWRWISE NOTED Lu CIRCUIT(.). F— H- F-J l Q � U W O EE .i SAWaF 5. 6ROLININM6 MD BOWING SFIALL BE PER CODE Pll, ANY ADDITIONAL --71- 6p,aM CONNECTION PROVISIONS 6PECFIPP OR 6.1" ON DRAWING5. _ m CE: O ® DISTRIBUTION SWITCHBOARD OR PALL 6- All COWUIr RUNS SHALL GO1NTAIN A CODE SIIMP 6 E N 6ROIJW WIRE J U W PMH BRANCH CAMIT TYPE, 5LWACE AND Fl.11.tl 7. TtE.E PLANS ARS NOT Ca4FLETE UNFIL APPROVED 15Y THE AUTHORITY � 611 TERMINAL 6ADINET, SLRFACE & 1`116H <xc HAVING LRSPICTION. >u Oi ALL COWIJ(TORS MALL BE IN CONDUIT 9. ALL CDWIIGTORS SHALL. BE COPPER WITH TYPE THHN/n-WN INSUArM. as O 11 go am A IDD n # PG+E T-37647 I( �c I �— 4"G. N P6+E GONOUGTOR5 M 0 � I � M REMOTE METER P6& E #1009412737 SFI G 400/3 I TE5GO 10 (2)3#25OKGMIL 1 5WITGHBOARD -6 (E) I a I I a 15/2 ) 400/3 1 3#500 1 ❑ 1 PN a T S — J ®, I—fi-- +—3#350KGMIL ��/2 I o �,I I o I�� SPAR 1 20� ac [� eon (E) N 12 5/4� Iz — — 00 FLOW 14elm O u S S2 S3 SP SM SINGLE LINE DIA6RAM t `' ' 8. .J J'' FAGP 6F1 L57 MLO W/ G.O. W.P. P.B.O. U.N.O. N.E.G. N.I.G. (E) lN) (RL) 5/ U/6 GWP AFF HAGR N.L. CURET DATA: BAR IMICATE5 WALL MONT, LETTER NNOATES SWITCH CONTROL, NO. INPVATES 6IR6UM SLWACE FIXTURE ON HUSH CURET. RFlE%ID Elam WITH .UY.iION BOX FOR TFRU WPM EXIT LIP41T W" ARROWS A5 SIM ON PANS, WALL A® CEILING Ma NT. LOW LEdL EXIT 516N, 4' ATT, +4" PRLM DOOR d4AB L'r5t-T FIXTURE DESXGIJATION, LETTER IWVATE5 TYPE, NO. IWICATES WATTAGE. SEE FIXiLRE SCHFAA.E MEaMICAL EQUIPMENT DESIGNATION. SEE NrZ4iMI6AL DRAMN65. 51PEGIAL REGEPTAGLE - SEE PLAN METER H.IK41 HOOK FEGfPTAG.E 95CEPTAaf, AF= 15A W, V* 5 -IR +W' UNO. RFLP.)( RECEPTACLE MTD. ABOVE RAO', ASi RPLE( RECFPFAaE WAOWER HALF 5WIrGt1® G90" FALLT CAI INTERWPTIW RECFPTAGE DaVX RPLD( RECEPTACLE CEILING RECEPTACLE RCAKAaF, RHO, VA, WN, WM 5 -MR +W" VNO. 0I -,TION BOX 4" .¢JARS, -I/2" DEEP LINO. THERMOSTAT F$.O. +48" MOTOR, NO. IWICATES HORSEPOWER CLOCK a1RE7 +7-6" LINO. NLn:•.T.,ea��� W/aMMS IN EACH PVS! / /- R1511BlIfTON PHOTOCELL smacE DErearOR TEEPIONP/6av1RIrER/DATA O1rLET, TWO 6AN6 BOX W/I 6AN& COVE-RPI.ATE & 6R94VETEP WMIW +IS" UNO. CARIE TV aaffr +IS" UND. IMair .E'QnA EXISTING SWITCH SINGLE POLE SWITCH PoLvLE PaF 51VIT6H alET T61I TYPE RAT® AT 20A P/27W AC. +42" UNO. THREE WAY SWITCH SWrTCH W/PILOr LT. MANJAL MOTOR STARTER FIRE ALARM CONTRGL. PANEL 6RO1W FALLT clRCur INTERRLPTII LABOR SAVING TANDEM MAIN LUT ONLY WITtI 66Nmlr OILY WEATHERPROOF — `". �J N FURNISHED PY OTHERS, INSTALL & COM�I eT c INGY° �JG LN -E66 NOTED OTHERWISE L° G u N c D R 6° c N NATIONAL ELECTRICAL COVE CA mil MON NO E33083 NOF IN CONTRACT 18015 EXISTING NEW 6600 MING AYffi m. m REMOVE 0 (831) 30t-YB6l RELOCATE FA% (884) 831—'1313 ®vli . malvveyOjmpe.vet SURFACE Ma1NT imae.nee IJMER6R6LNP COD WATER PIPEABOVE 5'tAY� PINF41M FLOOR08 AE01 HEATINGAW AIR COWrTIONINb RATED 6- /21 NIGNF LIGHT I ®\III.ICA14. NOTE NOT ALL SYMBOLS SHANN ARE USED ON THIS PRO,.ECT. 6.9-273 6' 2 <5- o pt4__ pa oN2 -- La�ws'- - 18 OF 19 0 m 0 rn w z° 5'tAY� Q Lu W H u) O < -I C/) n w °C Lu z F— H- F-J l Q � U W O EE .i OJ LLI w Z � z Qw LI (l) C3 Y J Lu 0 m CE: O J U W <xc >u i �NLL� Pllr� DESIGN ENGINEER: JM LICENSE NO: E013083 DRAFTED BY CHECKED BY: MG JM DATE: 09/13/2017 JOB NO: --- PROJECT NO 214317001 PHASE: 0 1° ORIGINAL SCALE SHOWN IS ONE INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET El -52 18 OF 19 I LOT 42 A.P.N. 497-59�- 44 ELECTRICAL NOTES O1 CONNECT FLOW METER. (N)3/4" SEALTIGHT W/(2)#12, (1)#12 (POWER) + 3/4"C.W/CONTROL CABLE �2 (N)3/4" SCH40PVC W/(2)#12, (1)#12+3/4" SCH40PVC W/CONTROL CABLE )ING 6.9-273 =CT$, ENGINEERING LIGR\ HG DESIGN GA me VON NO E3s0as 18015 6600 NNG Atl£NrtF, SN C 261 CA 99909 (Bat) 951-9961 FAX (eat) fiai—Vets yemafl : malontyYljmPe.nea a lca._ — — H`ov o..m g _WD vfp Oc (L:: >,Pi6 uu QZ y�� �C:Lti'Jn t �E6Eo ut - z- �" 0 m z 0 rn w d Z pa Rmar) U W W U H CC cn O Z J co J W J w W IL W > W I- H Q Q Z Q 0 U L7 Z Y p� F J O 0 Eu [L- W W 1— Y U W m J 0- Li W U O H F U w�^ -x i >H / 7 0ps${ypA j3 UQ Nµ 3 N DESIGN ENGINEER: JM LICENSE NO'. E013083 DRAFTED BY'. CHECKED BY: MG JM DATE: 09/13/2017 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 r ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET E2-52 19 OF 19