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HomeMy WebLinkAbout6.1-1832 Revision #2SHEET NO. SHEET DESCRIPMON GENERAL �r Na. expressly reserves its common cw aapyngh; and I G1 COVER 2 G2 LEGEND & ABRREVIATIONS 3 G3 GENERAL NOTES 4 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL m Pr'tchcrd EngineeringL'. n noevent of 6 C1 HORIZONTAL CONTROL PLAN 7 C2 DEMOLITION & EROSION CONTROL PLAN 8 C3 SITE & GRADING PLAN 9 G4 PIPING PLAN 10 C5 PIPING SECTIONS & DETAILS 11 C6 STORM DRAIN PLAN & PROFILE 12 C7 STORM DRAIN PLAN & PROFILE DETAILS 13 D1 GAC VESSELS 14 D2 MISC DETAILS 15 D3 MISC DETAILS 16 D4 MISC FOUNDATION DETAILS 17 D5 MISC DETAILS 18 D6 COB MISC DETAILS 19 07 COB STREET DETAILS 20 D8 COB LANDSCAPE DETAILS ELECTRICAL 21 ED ELECTRICAL DETAILS 22 E7 ELECTRICAL SINGLE LINE DIAGRAM 23 E2 ELECTRICAL SITE PLAN Wii PACI R 674000 OF ARMANDO D. DUPONT, PILS LICENSE 7780. QWdDARY NOTE THE :+ !'•Y/EASEMENT INFORMAnON MONUMENTS, AND WAS PREPARED UNDER THE DIRECTON OF ARMANDO D. DUPONT, r BASIS OF BEARINGS CALIFORNIATHE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), ZONE 5 + realffiffilwal I 100PIA41 EliTMENT' a ► "'ATE RESaLr1RC /► # ii i ', AND Aw Aw ,'+ w • # 1 BRIMHALL ROAD BAKERSFIELD, !D tr t LOCATION MA a QUANTITIES TABLE 18" RCP 1,074 Lf 48" MH 3 EA f fr�I41���• 4�� 1'•' i;x �.�-�..E a1���•`� 1�' IN[[[t-�.i1 � 1�) f u I�Illlplllll STAT' OF CALIF'O_R.7V1z4 NOTE." THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• Cz, 4,5S A NOTE. - THE CONTRACTOR SHALL CONTACT 77 -IE USA LOCATOR SERVICE 819, 48 HOURS PRIOR TO EXCAVA770N. .he tlfM atl'ravaet & ITtcnera nymeapng Coot �y { / (t �r Na. expressly reserves its common cw aapyngh; and V\J other apppcvble property rights I, these pmns. These i(�\ C�.[X'. pons are not to be reproduced changed, or acpied j[� ITCHARD Iry any mrm or mannerxhatsaerer nor are they to r j\ be ass,gned to a third perty without first obtc arn9 . the written eerrniss an and consent or Provost & m Pr'tchcrd EngineeringL'. n noevent of ' ..Em uroutherzed reuse at t4es e plans by a third party, An Employee Owned Company the third Rarty shop had the firm of Provost & 1800 30th STREET, SUITE 280 Prt&ord cngineeing 0 oup '�.ac. harmless, and shall BAKERSFIELD, C&IFORNIA 93301 bear the cost of P!nvost & Pritchard Engineering Groep, Inc.'s legal fees cssocicted a th de`ending and 881J$18-5800 FAX 3fi1 696-5390 J enfarcieg these_ rights. www.ppeng.cmn ART CH� R,C.E. 70491, EXPIRES 9-30L-18' WATER RESOURCES MANAGER KEVIN BERRYHILLC.E. 70415 PROJECT ENGIN�EkE4 Fl PUBLIC 4RKS DLER, REC 069, EXPIRES 12-3118 STUART J. PATTESON, R.C.E. 8 ' EXPIRES 3-31-20 ASSISTANT PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY- yme++.sawre+wr uc.ng M1Y'G• O[vvD vl^9e � TCP M1TI T_1 6N PROJECT NO ,Ion No : 2143-18-001 AT WELL SITE CB29 OF File Patl-: GAVVM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBK029\GENERAL 23 File Name: G1 COVER.dwg BAKERSFIELD, CALIFORNIA SHEETS ABBREMATI®NS LIN_ MES AB AGGREGATE BASE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL LINETYPE DESCRIPTION AC ASPHALT CONCRETE HDR HEADER (T) THREADED EXISTING NEW ACP ASBESTOS -CEMENT PIPE HDW HEADWALL T THREAD WATER LEVEL AD ALUMINUM DISK HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM AGG AGGREGATE HORIZ HORIZONTAL TB TOP OF BANK BARRICADE AH AHEAD HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK CONTOUR (DEPRESSION) ALT ALTERNATE HP GAS HIGH PRESSURE GAS TC TOP OF CURB AP ANGLE POINT HPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT -- 123 -- ----- 123 CONTOUR (MAJOR) APPROX APPROXIMATE HR HANDRAIL TDI TENSILE DUCTILE IRON CONTOUR (MINOR) APN ASSESSOR'S PARCEL NUMBER H/T HUB & TACK TELE TELEPHONE EMBANKMENT TOE ARV AIR RELIEF VALVE HWL HIGH WATER LEVEL IF TOP OF FOOTING - "" """' ""' ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HYDRO HYDROPNEUMA11C TFC TOP FACE OF CURB .,_.. ,..... -. .__-. __ __._._ EMBANKMENT TOP AV AIR VENT ID INSIDE DIAMETER TG TOP OF GRATE AVE AVENUE IN INCH TH THREAD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FENCE (BLOCK WALL) AWWA AMERICAN WATER WORKS ASSOCIATION INV INVERT TL TOP OF LINING 0 FENCE (CHAIN LINK) BAR BARRIER IP IRON PIPE TOE TOE OF SLOPE FENCE (WOOD) BC BEGIN CURVE IRR IRRIGATION TOP TOP OF SLOPE BD BRASS DISK JP JUNC11ON POLE TP TOP OF PIPE VALVE x x x x FENCE (WIRE) BFP BACKFLOW PREVENTER LBS POUNDS TP TELEPHONE POLE BFV BLOCK FLOW VALVE LC LENGTH OF CURVE TR TELEPHONE RISER SF SFFENCE (SILT) BK BACK LCW LONG CRESTED WEIR TRR TELCO RISER GATE SWING BLDG BUILDING LF LINEAR FEET TRANS TRANSFORMER BLF BLOWOFF LG LONG TRFC TRAFFIC --- --- --_ __..-. __._ __._ .-... ..__. - — _ — — _. _ - GRADE BREAK BM BENCHMARK LT LEFT TOP 'TOP OF STRUCTURE a GUARDRAIL BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX "- + I I RAILROAD BVC BEGIN VERTICAL CURVATURE MB MAILBOX TTW TREATMENT TO WASTE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RETAINING WALL BW BACK OF WALK MCC MOTOR CONTROL CENTER (TYP) TYPICAL BWL BACK OF WALL MFR MANUFACTURER TWL TOP OF WALL -- — - -- ---- -- SWALE CENTERLINE SWR BARB WIRE MH MANHOLE UG UNDERGROUND _ _ C, CONC CONCRETE MIN MINIMUM UP UTILITY POLE SWALE W/FLOW ARROWS CA CALIFORNIA MISC MISCELLANEOUS UT UTILITY ---_---_ -- -- - - ---------- - - - WATER (LAKE/POND) CAB CABINET MJ MECHANICAL JOINT U/S UPSTREAM _ m __ ,._ _.._ _., .-,. _._. .__ _ - e _ - - .- ® ® - - WATER (MARSH/SWAMP) CS CATCH BASIN MN MAG NAIL VCP VERIFIED CLAY PIPE XX" C/C CBL CABLE MP MEDIUM PRESSURE GAS UNE VERT VERTICALC/G COMPUTER/COMM. (BURIED) CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VG VALLEY GUTTER _ — XX" ELEC (AERIAL) —E CNK CHECK MRKR MARKER VLT VAULT XX" ELEC (BURIED) ELECTRIC (AERIAL) CHLK CHAIN LINK MS MILD STEEL VLV VALVE E(p) a"IELECTRIC (BURIED) CI CAST IRON (N) NORTH (W) WEST FO XX" FO FIBER-OPTIC CIP CAST IRON PIPE: NAVE) NORTH AMERICAN VERTICAL DATUM W WATER XX" GAS CIPCP CAST -IN-PLACE' CONCRETE PIPE NC NORMALLY CONSOLIDATED WL WATER LINE up) GF) GAS CL CLASS NG NATURAL GROUND XX" IRR CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WM WATER METER —,RR— IRRIGATION CE CENTERLINE NIC NOT IN CONTRACT WV WATER SERVICE O__ XX" OIL OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD WW WATER VALVE SS CLR CLEAR, CLEARANCE NTS NOT TO SCALE WW WASTE WATER gg(p)'> XX" SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER W�Q WITHOUT FM NTH X FM SANITARY SEWER FORCE MAIN CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER CN CONCRETE NAIL OH OVERHEAD - - - - - ' _ - - - - - - - ' SANITARY SEWER LATERAL XX" SI CNS COMPACTED NATIVE SOIL OP OPERATING 5 I - SIGNAL INTERCONNECT (BURIED) CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION XX" STEAM STEAM CONT CONTINUOUS OT OVERHANG TOP XX" SO CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE-----------'>Vl'=------ --------aw')------ ---- STORM DRAINAGE CDR CORNER (P) PROPOSED _ —XX" TELE (AERIAL) —T TELEPHONE (AERIAL) CORP CORPORATION PB PULL BOX XX" TELE (BURIED) COL COLUMN PC POINT OF CURVATURE+A�7 TELEPHONE (BURIED) —n COUP COUPLING PCC POINT OF COMPOUND CURVATURE _ _ XX" TV (AERIAL) TELEVISION (AERIAL LINE) CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE XX" TV (BURIED) CR CROWN PE PERMANENT EASEMENT TVTELEVISION (BURIED LINE) CU CUBIC PER PERIMETER w(p)— w(p)— W)—_ XX" W WATER CY CUBIC YARDS PI POINT OF INTERSECTION DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE - CENTERLINE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER - - - - - - - - - - - - - - - - — — — -- — — - EASEMENT DEMO DEMOLISH/DEMOLITION R PROPERTY LINE---- MEANDER LINE DI DROP INLET PNL PANEL _ - - - - --------------- DIA, 0 DIAMETER POC POINT ON CURVE — - - - - PROPERTY UNE DIM DIMENSION POL POINT ON UNE DIP DUCTILE IRON PIPE POT POINT ON TANGENT - - - RESERVATION/PARK/FOREST D/S DOWNSTREAM PP POWER POLE ---'- --- RIGHT-OF-WAY DW DRIVEWAY PRC POINT OF REVERSE CURVATURE DWG DRAWING PRV PRESSURE REDUCING VALVE RELINQUISH ACCESS LINE (E EACHNG, EAST PSF POUNDS PER SQUARE FOOT — - - - — SECTION LINE PSI POUNDS PER SQUARE INCH EC END CURVE PT POINT OF TANGENCY/CORPORATE LIMIT ECC ECCENTRIC PVC POLYVINYL CHLORIDE REVISION CLOUD EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE EG EXISTING GRADE PVMT PAVEMENT SAWCUT LINE EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE INTERIOR LOT LINES EEC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION ELEC ELECTRIC R RADIUS HATCHES ELL ELBOW RBR REBAR EM ELECTRIC METER RC RADIUS OF CURVE HATCH TYPE DESCRIPTION EOL END OF LINE RCP REINFORCED CONCRETE PIPE EXISIING NEW EP EDGE OF PAVEMENT RD RELATIVE DENSITY EPB ELECTRIC PULL BOX RD ROAD EQUIV EQUIVALENT RE REFERENCE - •1 ESMT EASEMENT READ REQUIRED AGGREGATE EUC EUCALYPTUS RET RETURN LA EVC END VERTICAL CURVE REV REVISION EW EACH WAY RGRCP - RUBBER GASKETED REINFORCED CONCRETE PIPE AC PAVEMENT EXP EXPOSED FIGS RIGID GALVANIZED STEEL (F) FUTURE RP RADIUS POINT F&I FURNISH & INSTALL RR RAILROAD FD FOUND RT RIGHT ` /^ CONCRETE PAVING FDC FIRE DEPARTMENT CONNECTION RTU REMOTE TERMINAL UNIT FF FINISHED FLOOR R/W RIGHT OF WAY FG FINISHED GRADE: (S) SOUTH, SOLVENT WELD FH FIRE HYDRANT S SUP CONCRETE LINING (PLAN VIEW) IL , FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE ,� EARTH FM FORCE MAIN SO STORM DRAIN FNC FENCE SOMH STORM DRAIN MANHOLE FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION FS FINISH SURFACE SERV SERVICE RIP RAP FT FOOT/FEET SF SQUARE FEET .�1L FW FRONT OF WALK SP SERVICE POLE FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE SAND GAL GALLON SQ SQUARE Li GALV GALVANIZED SS SANITARY SEWER GB GRADE BREAK SS OR STS STAINLESS STEEL HWL= XXX.XX GRATING GM GAS METER SSMH SANITARY SEWER MANHOLE GPM GALLONS PER MINUTE STA STD STANDARD �- GRVL GRAVEL (E) XX XXX.XX XX XXX.XX GS GAS STL STEEL EXPANDED METAL GSV GAS VALVE STP STAND PIPE GUY GUY WIRE STRC STRUCTURE GV GATE VALVE STRP STRIPING i HO HEAD SWL SWALE Ill SYMBOL EXISTING NEW N HIGH WATER LINE SPOT ELEVATION SECTION VIEW w O DETAIL NUMBER SHEETNUMBER V DESCRIPTION ELECTRIC METER PAD MOUNTED TRANSFORMER ELECTRIC VAULT UTILITY POLE UTILITY POLE ANCHOR ELECTRIC MANHOLE GAS METER GAS VALVE SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SSMH (ECCENTRIC CONE) STORM DRAIN CATCH BASIN STORM DRAIN INLET STORM DRAIN CULVERT STORM DRAIN MANHOLE MAIL BOX SIGN YARD LIGHT GUARD POST CONTROL POINT BENCH MARK IRON PIPE MONUMENT MONUMENT (OPTIONAL) OWNERSHIP TIE LOT NUMBER TELEPHONE RISER TELEPHONE VAULT 2 -NOZZLE HYDRANT 3 -NOZZLE HYDRANT FIRE DEPT. CONNECTION FIRE VAULT WATER METER WELL WATER VALVE BLOW -OFF AIR RELIEF VALVE BACK FLOW PREVENTOR GATE VALVE HANDLE STILLING WELL FENCE POST FENCE GATE STREET LIGHT IRRIGATION CONTROL VALVE TREE PINE TREE WATER FAUCET REVISION CONSTRUCTION CALLOUT DETAIL CALLOUT LINE BREAK PIPE END (SCHEMATIC) PIPE END EMBANKMENT ARROW , _l os °s5-- cao �p of oEv�mboo� F8 I- 4 _a 3 I_ ow a -, f es T) Cr) 3.¢a N. W g0 U Lil CL CL Z V DESIGN ENGINEER: a KEVIN BERRYHILL O F- Ed of 5 70415 S Q CHECKED BY: PAD Qx MJB ♦— Lu U r> LSI = }} JOB NO: 214318001 Lli C-4 3:Q PROJECT N0: ---- 0 EL' i (D I w mz PHASE: ¢ 0 1 � C.O L, V) Z O `s w Z W W n m O SHEET Y W G VG N Q 23 Z a Q m Lu `; 1- O i I H- 0 U w 0 3 ow a -, f es 3.¢a N. gmp1 g0 CL CL Q m V DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: 5 70415 S DRAFTEDBY: CHECKED BY: PAD MJB N DATE: 08-14-2018 JOB NO: 214318001 y PROJECT N0: ---- PHASE: 0 1 1 1 ° i ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR N REDUCED OR ENLARGED PLANS. n SHEET W G VG N 2 DE 23 3 CCCOERAL 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 WTH 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 WTH THE OWNER. DEMouTION 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 a OF BY THE CONTRACTOR. QAC VFSgELS 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. CONCRFTF NOIFS 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 ±1 INCH). THE CONCRETE SHALL BE PLACED WTHIN 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 WTH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWNGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWNGS 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 DRAWNGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON : STRUCTURAL DRAWNGS. COORDINATE NTH 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 WTH AN APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UNTIL THE COMPOUND IS APPLIED. 7. WTH THE EXCEPTION OF THE VESSEL FOUNDATIONS CONTROL JOINTS SHALL BE PLACED NO GREATER THAN 10 FEET APART IN BOTH DIRECTIONS WTHIN 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 OTHERWSE, 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 NTH 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 GO UNLESS OTHERWISE NOTED. e)ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWSE NOTED. f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WTH 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 NTH A LOCKOUT DEVICE: a)BURIED GATE VALVES SHALL BE EQUIPPED NTH 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 NTH 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 NTH 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.). 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO BEING PLACED INTO SERVICE. 8. WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE ALTERNATE PIPING ARRANGEMENTS USING FITTINGS NTH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. I ANDSCAPING 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, CONTROLS, CONTROL WRING, 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. 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 DRAWNGS FOR THIS CONTRACT SHALL BE COORDINATED NTH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 3. DIMENSIONS NOTED WTH AN ASTERISK "°" ARE TO BE COORDINATED WTH 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 DRAWNGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. DO NOT SCALE DRAWNGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWNGS. 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 NTH 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 WTHOUT NOTIFYING THE ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND ALL RESPONSIBILITY NTH RESPECT TO THE LIABILITY, 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 NTH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 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-29 GEOTECHNICAL. CRITERIA RECOMMENDATIONS 1. RISK CATEGORY OF BUILDING: STRIPPING - STRUCTURE STRUCTURE OVEREX PAVEMENT PAVEMENT EXCAVATION UTILITY COMPACTION UTILITY COMPACTION FROM HAUNCH T UTILITY COMPACTION COMPACTION DO NOT REUSE OVEREX EXTENTS EXCAVATION EXTENTS UP TO HAUNCH 2'-6' ABOVE PIPE REMAINDER TO FG COMPONENTS & CLADDING 11/2 2' PLUS 12" DESIGN WIND PRESSURE 12" ROOF 90% 1^ SCARIFIED 5' BEYOND SCARIFY 2' BEYOND 90% 90% 90% SPECTRAL RESPONSE ACCELERATION S1 0.4029 AND SPECTRAL RESPONSE COEFFICIENTS Sos AND Y o SPECTRAL RESPONSE COEFFICIENT Sm 0.428g SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK RECOMPACTED - COMPACT Z SEISMIC DESIGN CATEGORY D w I OAOING CRITERIA REINFORCEMENT 1. RISK CATEGORY OF BUILDING: IV 2. WND LOAD: ALL SIZES 3 WND IMPORTANCE FACTOR I. ._ CONCRETE EXPOSED TO EARTH OR WEATHER ULTIMATE DESIGN WND SPEED 115 MPH #5 BAR, W31 OR D31 WRE, AND SMALLER EXPOSURE --- INTERNAL PRESSURE COEFFICIENT _ #14 & COMPONENTS & CLADDING 11/2 X11 BAR & SMALLER DESIGN WIND PRESSURE ROOF WALL Q 3. SEISMIC LOAD: SPECTRAL RESPONSE ACCELERATION S, 1.0629 SPECTRAL RESPONSE ACCELERATION S1 0.4029 > Z SPECTRAL RESPONSE COEFFICIENTS Sos 0.761g Y o SPECTRAL RESPONSE COEFFICIENT Sm 0.428g SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK LLJ SITE CLASS D Z SEISMIC DESIGN CATEGORY D w SEISMIC FORCE RESISTING SYSTEM VARIES DESIGN BASE SHEAR VARIES SEISMIC RESPONSE COEFFICIENT C. VARIES RESPONSE MODIFICATION FACTOR R VARIES m ANALYSIS PROCEDURE ELF 4. WATER LOAD: DESIGN HIGH WATER LEVEL N/A 5, EARTH LOADS: ACTIVE EFP 32 PCF AT -REST EFP 43 PCF PASSIVE EFP 410 PCF COIL AND EOIINIIATION NO 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 NTH 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: 3/7/2018 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 3000 PSF FOR DEAD AND LIVE LOADS AND 4000 PSF FOR WND AND SEISMIC LOAD COMBINATIONS b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.50; SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER THAN THE MINIMUM REQUIREMENTS SHOV44 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. SOL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWNGS FOR STRUCTURE FOUNDATIONS. 8. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. RFINFCIRCING 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 NTH 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 OTHERNSE. 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 OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE REINFORCEMENT COVER SIZE COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 #5 BAR, W31 OR D31 WRE, AND SMALLER 1 1/2 ZD O0 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WTH GROUND #14 & #18 BARS 11/2 X11 BAR & SMALLER 3/4 KEEL NOTES 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED WITH 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 FOLLOWNG, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M, S, HP, C, MC, L. AS PER AISC MANUAL 13th EDITION, TO COMPLY WTH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWSE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY NTH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER RISC MANUAL 13th EDITION, TO COMPLY NTH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY NTH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST NTH 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, WTHOUT 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 NTH 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 DRAWNGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WTH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERNSE. r - ) o.. Ld (n � w J J U or� W ZD O0 LLJ F Q c¢J H v W a1 a 'S CVa > Z J p Y o Q w LLJ 0z Z U p w w Y Q Q m CO LL F O 0- U U I-- 9 CnQ `®M J ((\�`j 3 W g / O U 0 0 g� ioR me IZ � ¢` m� DESIGN ENGINEER: KEVIN 13ERRYHILL UCENSE NO: 70415 DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS SHEET G 3 0E 23 r. 1. 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. 2. 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. 3. 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, 4. 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 AND INSPECTION OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC CONTINUOUS PERIODIC COMMENTS REFERENCES 1. INSPECTION OF REINFORCING STEEL, CBC 1705.6 FOUNDATIONS ARE ADEQUATE TO ACHIEVE ACI 318, 5.5, INCLUDING PRESTRESSING TENDONS AND X X THE DESIGN BEARING CAPACITY 7.1-73 PLACEMENT ' Ucy) Q % 5 m PIPBNG ABBREVIATIONS FC FRESH CARBON SC SPENT CARBON INF INFLUENT EFF EFFLUENT SP SAMPLE POINT SW SPRAY WATER PP PNEUMATIC PORT CIP CHLORINE INJECTION POINT FLOW ABBREVIATIONS RW RAW WATER TW TREATED WATER BW BACKWASH FT FUTURE/SUBSEQUENT NO NORMALLY OPEN NC NORMALLY CLOSED 0 BACKWASH OPEN C BACKWASH CLOSED DISTRIBUTION SYSTEM FouIPM NT LEG ND 04 BALL VALVE BUTTERFLY VALVE COMBINATION AIR RELEASE AND VACUUM VALVE FM FLOW METER *111111 V L 2ZI PI PRESSURE INDICATOR PRESSURE RELIEF VALVE v nno m VESSEL 1 AND DISTRIBUTION SYSTEM 13ACKWASH OPERATION NOTE: SIMILAR VALVE OPERATION ARRANGEMENT FOR BACKWASH VESSEL 1 LLJ I— U7 In U J fn LLJO w Q r C7 [if v Q ~ H Lirn¢> J �Liy N/ lZ) LLI Z� x 0 U w ® K L 1 J 4 d Li �O w w Lij If H- Q Y N Qm /D O/ CD w 0 4 I- O 0- C -) -U z N O Y m U R x THIS STI®N 0 >� o�LL o; l01 a Ne P INFO �cL W �w; m ^ bL Cd. ¢ m s DESIGN ENGINEER: °- KEVIN BERRYHILL LICENSE NO: 70415 0 0 DRAFTED BY: CHECKED BY: n PAD MJB N DATE: 08-14-2018 J08 NO: 214318001 PROJECT NO: ---- PHASE: i 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. ^� 0 SHEET � MY RFCORD No. F 5 of 23 m r -Mm PROPERTY LINE — 496-020-08 WATER WELL 4 2-4' ELEC, 3'-6" T.O.P. (PER POTHOLE REPORT) RESIDENCE 4" ELEC, 3'-6" T.O.P. (PER POTHOLE REPORT) 1" WATER SERVICE, V T.O.P. (PER POTHOLE REPORT) 5'-0" PROPERTY SETBACK (E) ARSENIC TREATMENT - SYSTEM CONNECT TO (E) - ARSENIC BLOW -OFF PIPING 5'-D" PROPERTY SETBACK 2-4" ELEC, 3'-6" T.O.P. t, I (PER POTHOLE REPORT) ---------- WL \E I; �1 It 9 ( } 12S (TYP)LJ : x3 (TYP) . .CONNECT TO (E) 12" VALVES, ---' 3'-8" T.O.P. (PER POTHOLE REPORT) NC „+ '� 4 s. 41 �1 `"`•; qj,1- Comb ♦�® CONVERT EXISTING OF i`�`♦ ♦ Oio TO ST CITY/COUNTY UNE 5,-0" )ROPERTI SETBACK K�" 12 (TYP).. ,��♦ �7' -- (" IT 12 F`�xd. ,.I - ♦♦ WH 2R 6 DIP -BW W1R B—B) sic 10 OT SP AG 'oI asC5 R/Wy , �,-L' i.....7�! AG SP E j 6T a t T1 II r d ✓ FrSO zco PT 16" PVC, 4'-4 TOP .(PER POTHOLE REPORT) POTHOLED 5°-6", _. ...._ ...._ .� NO GAS FOUND Ii ;pT (PER POTHOLE REPORT) ----------------98 RCP SD - ---------------------- ----m------------------------------ MH---®�-� MH 1 2 3 18" RCP STORM DRAIN CONNECT TO EXISTING SD. D7 D7 D7 zr SEE SHEET Cfi -STORM DRAIN PLAN & PROFILE G G G G� BRIMHALL ROAD i APPROX. LOCATION OF (E) HP GAS LINE` POTHOLE INVESTIGATION TO CONFIRM ! 'y I I i -TV :7'R'�—vrt> + ti J Y I r PIPING LEGEND DESC• I DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RGP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE * SEE PIPING NOTES ON SHEET G3 FOR PIPING SPECS INF INFLUENT' EFF EFFLUENT' BW BACKWASH SD 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. 2. MAXIMUM SPACING BETWEEN ABOVE GROUND PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING 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. DESIGN CRITERIA TABLE NOMINAL FLOW RATE REDUCED TO 900 GPM NUMBER OF VESSELS 2 IN SERIES TOTAL CARBON CAPACITY 1,425 FT' EMPTY BED CONTACT TIME 71.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/Fr BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY DRIVEWAY NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY 1,500 GPM (3.34 CFS). 6. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN WHICH DRAINS TO CITY BASIN NO. 150-S IN THE SOUTHEAST CORNER OF PIN OAK PARK. SCALE IN FEET r1 T� 0 5 10 20 WARNING POWER LINES OVERHEAD Know what's below. Cali before you dig. Ac AIR GAP 1 D7 O ADJUSTABLE PIPE SUPPORT 6 D3 GP CHLORINE INJECTION 3 D3 DIFFERENTIAL PRESSURE 10 TRANSDUCER D3 1 MH MANHOLE DB O4 PT PIPE TRENCH D6 1 SP STANDPIPE D2 si SAMPLE TAP L)3 O TIERED PIPE SUPPORT 1 D3 WHARF HYDRANT - 2 §"e O FIRE HOSE ANGLE VALVE D5 (FEMALE NPT X MALE NH) O WATER -LUBE CONVERSION 1 D5 BOUNDARY 8AD 8" FL X MJ ADAPTER ® 8"x8"x8" DUCTILE IRON TEE 8" 90' DUCTILE IRON ELBOW OT 10"x10"x4" DUCTILE IRON REDUCING TEE ROT 10"x10"x10" DUCTILE IRON TEE 10E 10" 90' DUCTILE IRON ELBOW it OH 10" 45' DUCTILE IRON ELBOW OA 10" FL X MJ ADAPTER OF 10" FLANGED COUPLING ADAPTER 12S 12"x10" DUCTILE IRON REDUCER 12 12"02"02" DUCTILE IRON TEE 12E 12" 90' DUCTILE IRON ELBOW 12H 12" 45' DUCTILE IRON ELBOW 2T 12"02%10" DUCTILE IRON REDUCING TEE 2F 12" FLANGED COUPLING ADAPTER 2E 12"x10" DUCTILE IRON REDUCING ELBOW 2R 12"x6" DUCTILE IRON REDUCER BV BUTTERFLY VALVE ® GROOVED COUPLING I ' cn w U J � J O `s W F— X , Q O w C> C1Y Q H S DESIGN ENGINEER: z W OU ® U KEVIN BERRYHILL O_ LICENSE NO: G 70415 w w S DRAFTEDBY: L PAD Q MB Q m C L' DATE: 08-14-2018 1= O JOB NO: 214318001 m PROJECT N0: ---- n c) I ' 5 m m w `s x� LL y1VG�886 , � � H DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: G 70415 S DRAFTEDBY: CHECKED BY: PAD MB DATE: 08-14-2018 JOB NO: 214318001 m PROJECT N0: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. n SHEET ^A m LJ•'F 0 9 OF 23 1Z2 POINT TABLE POINT /j NORTHING EASTING iQ 2322535.45 6223697.95 Q2 23 2531.34 6224 56.06 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN " __ ___—. ------ MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD , 0 1" AND ALDERSHOT DRIVE WHICH DRAINS TO A PRIVATE - 2 - CITY MAINTAINED BASIN NO. 139 AT THE 372 INTERSECTION OF LONGMEADOW WAY AND PINEGLEN REDUCED OR ENLARGED PLANS. DRIVE. F&I ±265 LF 18" RCP --� . ---- 6. V) _.,. S=0.0011 W� 11R2 OF 23 FILL ANNULAR VOIDS AROUND INLET PIPE WITH Q W< 3 0 a N_M 7. EXISTING STORM DRAIN LINE AND MANHOLE MAY _ j , — — ---- VARY, CONTRACTOR TO FIELD VERIFY. POINT TABLE POINT /j NORTHING EASTING iQ 2322535.45 6223697.95 Q2 23 2531.34 6224 56.06 10+00 STA 10+00.86 (E) STORM DRAIN MANHOLE (2) INV 12" 359.63 (E) INV 24" 359.63 (N) INV 24" 359.63 (W) IJ IT 9+80 10+00 11+00 I STAT7BRIIS MHLALL ONG P ROADCENTERLINE NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. 2, CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED CBK-29 STORM DRAIN 12+00 13+00 en.c 370 + N p ux x __..� INV 24" 359.63 (N) -- -INV 24" 359.63 (W). (2) INV 12" 359.63 1 3541 ___ POTHOLING. - AR1 F1 2: 0.70' CLEARANCE INV 18" 360.04 (E) -(2) INV 12" 360.04 (W) 14+00 REVISION APPROVED -_MATTHEW BARNES_._ _ _... R.C.E. 79145 DANIEL PADILLA R.C.E. 67008 15+00 i ±265 LF 18" RCP S=0.0011 No. 79145 eyoudig. APPURTENANCES. Cell b@for 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY w 1,500 GPM (3.34 CFS). 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN " __ ___—. ------ MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD , 0 1" AND ALDERSHOT DRIVE WHICH DRAINS TO A PRIVATE - 2 - CITY MAINTAINED BASIN NO. 139 AT THE 372 INTERSECTION OF LONGMEADOW WAY AND PINEGLEN REDUCED OR ENLARGED PLANS. DRIVE. F&I ±265 LF 18" RCP --� . ---- 6. CONNECT STORM DRAIN PIPE TO BACK OF EXISTING _.,. S=0.0011 MANHOLE. CORE THROUGH BACK OF MANHOLE AND 11R2 OF 23 FILL ANNULAR VOIDS AROUND INLET PIPE WITH Q W< 3 GROUT. N_M 7. EXISTING STORM DRAIN LINE AND MANHOLE MAY _ j zo � — — ---- VARY, CONTRACTOR TO FIELD VERIFY. U� ... .. ? -� z � J CBK-29 STORM DRAIN 12+00 13+00 en.c 370 + N p ux x __..� INV 24" 359.63 (N) -- -INV 24" 359.63 (W). (2) INV 12" 359.63 1 3541 ___ POTHOLING. - AR1 F1 2: 0.70' CLEARANCE INV 18" 360.04 (E) -(2) INV 12" 360.04 (W) 14+00 REVISION APPROVED -_MATTHEW BARNES_._ _ _... R.C.E. 79145 DANIEL PADILLA R.C.E. 67008 15+00 i ±265 LF 18" RCP S=0.0011 No. 79145 eyoudig. PROJECT NO: ---- 356 w ` 1 " __ ___—. ------ , , 0 1" - 2 - - 372 o w REDUCED OR ENLARGED PLANS. n F&I ±265 LF 18" RCP --� . ---- w r _.,. S=0.0011 s 11R2 OF 23 Q W< 3 2 370 wN�� — — ---- CBK-29 STORM DRAIN 12+00 13+00 en.c 370 + N p ux x __..� INV 24" 359.63 (N) -- -INV 24" 359.63 (W). (2) INV 12" 359.63 1 3541 ___ POTHOLING. - AR1 F1 2: 0.70' CLEARANCE INV 18" 360.04 (E) -(2) INV 12" 360.04 (W) 14+00 REVISION APPROVED -_MATTHEW BARNES_._ _ _... R.C.E. 79145 DANIEL PADILLA R.C.E. 67008 15+00 i ±265 LF 18" RCP S=0.0011 No. 79145 eyoudig. PROJECT NO: ---- 356 w oot ov �oga2 co LLJ __ ___—. ------ J C) J 0 1" J L� 372 o w REDUCED OR ENLARGED PLANS. n SHEET �G ' w r s 11R2 OF 23 Q W< 3 370 wN�� — — ---- -� z � J _j a Blow. _. -_._ m 0 U .... y U Z o aw (n Z z w w Q a Wog ��o€v voC. YQ Y o a - = - a zo Q m z uw£¢ C7 L_ U gzw a3rr�gs H— O � o g v a F- owL [n W V ✓O_o✓4a V'N q- U m U W m N N N W � m a W f 0 362 O = � om 3w=<d o I m o m - I ooN� E 0 o m 15+75 PROJECT NO: ---- 356 w PHASE: co LLJ __ ___—. ------ J C) J 0 1" J L� 372 o w REDUCED OR ENLARGED PLANS. n SHEET �G ' w r s 11R2 OF 23 Q W< 3 370 wN�� — — ---- -� z � J _j a a _. -_._ m 0 U .... U Z o 368 (n Z z w w Q a YQ Y a Q m z C7 L_ ( H— O � o g 366 F- -- -----------------..------- [n q- U U m 364 m Q 0 a Cq r m o , - V 362 O = � om 3w=<d 3 I m o m - I ooN� E - _ 360 r ' DESIGN ENGINEER: MATTHEW. BARNES LICENSE NO: 79145 358 8 m DRAFTED BY: CHECKED BY: --- -- DJD MJB DATE: 08-14-2018 n ' JOB NO: 214318001 PROJECT NO: ---- 356 PHASE: E 0 1" ORIGINAL SCALE SHOWN IS ONE INCH' ADJUST SCALE FOR a REDUCED OR ENLARGED PLANS. n SHEET �G ' C6 s 11R2 OF 23 1. CONTRACTOR TO VERIFY ALL. DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. GL GRATED MANHOLE LID W/ LOCK e D6 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. e Mw MANHOLE 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 3 H MANHOLE LID D6 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY 1,500 GPM (3.34 CFS). O1 2 3 PT PIPE TRENCH D7 D7 D7 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD 1 AND ALDERSHOT DRIVE WHICH DRAINS TO A PRIVATE CITY MAINTAINED BASIN NO. 139 AT THE STANDPIPEO D2 INTERSECTION OF LONGMEADOW WAY AND PINEGLEN DRIVE. POINT TABLE POINT # NORTHING BASTING 33) 2322526.051 6224321.24 I@ 2322524.07 6224667.54 Q 2322523.52 f 6224714.61 © 2322552.99 6224714.89 ® 2322552.73 6224667.88 PROPERTY BOUNDARY APN 496-020-08 5 ' �mMm -V ^' i.c dt Z I- 1 >" u3ii z>E BACKWASH �, o �.411 >U LLJ N � i ON—SITE CONNECTION CBK-29 STORM DRAIN N " N AND D2. 9+65 10+00 10+40 1 m. Urn em- V) a 4 � al MATTHEW BARNES 15+75 16+00 17+00 0 g a. 79145 IH<- _sl =N 20+75 _ A LILY ? c)m<r i c-_-_- a JOB NO: 214318001 ��zJ 1= ---__._._ ~ < PHASE: f E J9 0 �Ic0 m _3 U U a o + -10 z a� :. R/W _ 1- N U¢ - _ 8 RCP __._... g f L PT ...... D7 .. D7 .. D7 WARNING POWER LINES OVERHEAD REVISION APPROVED Know whars below. Cell before you dig. No. 79145 MATTHEW BARNES DATE R.C.E. 79145 ( 3 DANIEL PADILLA DATE R.C.E. 67008 _ BRIMHALL ROAD_ . STATIONING IS ALONG PIPE CENTERLINE 0 - 0 _ o m �gEsr� 036 2a _boa€v o�� a„ LLJ ' �mMm -V ^' i.c Q,NgiN"O o Z I- 1 >" u3ii z>E BACKWASH o cn LU >U LLJ N DSEEHSH NE ETSIDI ON—SITE CONNECTION CBK-29 STORM DRAIN N " N AND D2. 9+65 10+00 10+40 CLQ W r V) a DESIGN ENGINEER: MATTHEW BARNES 15+75 16+00 17+00 18+00 19+00 79145 20+00 ++ =N 20+75 374374 DJD MJB c)m<r i c-_-_- Z JOB NO: 214318001 ��zJ 1= ---__._._ ~ < PHASE: E J9 0 �Ic0 m _3 U U a o SCALE FOR REDUCED OR ENLARGED PLANS. N o Z C7 0 c) W Y W Y W a a I— < z m AIR GAP o 372 F— D_ U 372 372 U '- F- m +0M V372 ...._1 _.-rR cooaM om 370 370 7C _ NM (E) GRADE Odg—. _-_ _- —..— — — — - _._ __--.-_ _...— .. �„ ,�•-- _._.. _.. _. __. 368 -- ----- 368 - 366 — —_ - — n -- - (E) ELECTRICAL u'. CONDUIT "--- 366 366 366 366 _ _. ._. ._ _ INSTALL 147 LF 18" RCP - - INSTALL ±29 LF 18" RCP S=0.0011 (E) 16" WATER ,.. _ 5=0.0011 LINE f 364 _. -_ . -. ._ ..._ _.. _- ._. .. ._. _. __. .__ -__ _. _. SEE 'ON-SITE _ _CLEARANCE _ -INV 18 365.17 (S 364 364 ._ _ _ Z . - 364 CONNECTION' - PROFILE THIS SHEET -- _ - 5=0.014 " RCP INV 18" 365.14 (N) 362 _ _ INV 16" 365.04 (W) 362 362 INSTALL ±346 LF 18" RCP EXISTING 16" WATER S=0.0011 �--- - - - LINE DISCOVERED 36® DURING N?F POPE POTHOLE. 80' 360 360 , _._ 36C ....__-- .__ ._._. _._...__ _ _ - -- INV 78" 360 71 (W) .. INV 18" 360.71 (N) 1 f ;.INV 18" 364.99 (E) 358 _ _-- INV 18" 360.33 (E) _. _ _ _ _ -- _ INv 18" 360.71 _ -__.... _. 18" 360.71 (W) (N) 358 358 '.. INV 18" 361.12 (S) 356 INV 18" 360.33 (W)- 357 35% 356356 354 354 6.1-1832 353 ---- - - - — - 353 r1TV 71711119)n AI^ 0 - 0 _ o m �gEsr� 036 2a _boa€v o�� a„ LLJ ' �mMm -V ^' i.c Q,NgiN"O o Z I- 1 >" u3ii z>E � o o cn LU >U LLJ s N " Ed CLQ W r V) a DESIGN ENGINEER: MATTHEW BARNES W LICENSE NO: 79145 W C) DRAFTEDBY: CHECKED BY: o DJD MJB c)m<r i DATE: 08-14-2018 Z JOB NO: 214318001 ��zJ N ~ < PHASE: E J9 0 �Ic0 m _3 U U a o SCALE FOR REDUCED OR ENLARGED PLANS. N o Z C7 0 c) W Y W Y W a a I— < z m F_ O o F— D_ U U '- F- m 12R OF 23 1 ' �mMm -V ^' i.c Q,NgiN"O o Z C)Q 1 >" u3ii z>E � o o x >U ��so s N " CLQ m� r a DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 0 DRAFTEDBY: CHECKED BY: DJD MJB i DATE: 08-14-2018 < JOB NO: 214318001 PROJECT NO: ---- s' PHASE: E m 0 1" ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. N o SHEET C7 0 12R OF 23 1 FEET 0 2 0 ' z GAC VESSELS FRONT VIEW 11 T 4'-0" MIN EDGE DISTANCE TO 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 'I SUPPLEMENTARY #6 TIES TYING TOP AND BOTTOM REBAR MATS TOGETHER (2 REQ'D WITHIN 3" OF EACH ANCHOR BOLT) NOTES FEET i. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. 1 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 2 INCHES. D1 GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER B" INFLUENT " X.8" REDUCER �-- 12" BACKWASH TO DRAIN 12 8" TYPE 1 BUTTERFLY VALVE. -'"-- B" EFFLUENT FLANGED COUPLING 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. NOT TO SCALE VESSEL PIPE CONNECTION � o�L;?yosaoo9; Esv°dy so`o`= y �3a0 OLOOrO Oa _t O OHO_ P�ws ea ^'m ag t: � �yws ®S 15, W KEVIN BERRYHILL a LICENSE NO: c� 70415 0 V) w m DRAFTEDBY: CHECKED BY: J PAD MJB Lit, 7 N DATE; 08-14-2018, w H JOB NO: 214318001 N PROJECT NO ----- ----PHASE: F— LLJ PHASE: UJJ'N F- ORIGINAL SCALE SHOWN IS D 1J Y -1 O. m rkf CO U F- p o �y D 1 13 of 23 ®�wLLJ m Y F- Q Q GO i/Ly. F— o 2 L n U t: � �yws ®S 15, DESIGN ENGINEER:. KEVIN BERRYHILL a LICENSE NO: c� 70415 0 m DRAFTEDBY: CHECKED BY: PAD MJB N DATE; 08-14-2018, JOB NO: 214318001 N PROJECT NO ----- ----PHASE: PHASE: i ORIGINAL SCALE SHOWN IS ' ONE INCH. ADJUST SCALE FOR m '. REDUCED. OR ENLARGED PLANS. n ..SHEET o �y D 1 13 of 23 m 24 MESH STAINLESS STEEL. SC EN 2'-1 1/4"0 ASTM C-478 PRECAST CONC MANHOLE SECTIONS. DEPTH PER PIPE PIPING PLANSS9 4 �w ® GRATED LID 2" X 2' X 1/4" - + 1/2NEOPRENE STRIP SHEET METAL SPLASH PROVIDE GALVANIZED 4" DIP VENT -1 STEEL TUBING 1/2" X 2" SADDLE GUARD MORE�THAN EXTENDING D2 p' � Yfco Emd N�o�nc �.o 12` DIP 4� ` a a//��qi o o az�ov -„w Baa VpV zwo m rzoro_`Em w`"�5 �-cS oz aw 6" X 6" % 1/4' STEEL PLATE TYP mr.zK"vCoa35=�woo� 2` SQ. STEEL are DRILL HOLE � 1/4" X 1-3/8" $4 REBAR WELDED TO 12" FROM GAC TUBING 1/4" WALL 5/8"0 2" SQ, STEEL a GALV STEEL BAR BOTTOM OF STEEL BAR BACKWASH OUTLET SEE DETAIL TUBING 1/4" STEEL 2' OC TYP I o 18" RCP 4, a z z 1 PLATE I� ~ a D2is STANDPIPE m 18" STORM DRAIN m NOTES • ,71 NOTES 1. INSTALL 4 -INCH DIP VENT PIPE 5.4 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH - VENT PIPE IS CONNECTING TO 18 -INCH STORM DRAIN LINE WHERE POSSIBLE. 4 -INCH VENT 1. CONCRETE BEYOND VESSEL PAD DIMENSIONS PIPE SHALL BE LOCATED AT LEAST 3 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A SHALL BE PER CONCRETE PAVEMENT DETAIL # NOTES MAXIMUM DISTANCE OF 8 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLA11ON AT 5.4 -FEET. DRILL 5/8" X 4" DEEP HOLE IN ON SHEET ##. INCHES 2. INSTALL 4 -INCH DIP VENT PIPE 3.6 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH CONCRETE & EPDXY 1/2"4) S.S. FEET 1. FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. ALL THREAD ANCHOR BOLT. MIN. � z VENT PIPE IS CONNECTING TO 12 -INCH STORM DRAIN LINES WHERE POSSIBLE. 4 -INCH VENT 4" EMBEDMENT. SECURE WITH o s 2. HOT DIP GALVANIZE UD ASSEMBLY AFTER y PIPE SHALL BE LOCATED AT LEAST 2 -FEET DOWNSTREAM OF THE STANDPIPE AND ATA 1/2" S.S. WASHER AND NUT. 0 3 s I-1/2"- t' -o" FABRICATION. MAXIMUM DISTANCE OF 6 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 3.6 -FEET. D2 NOT TO SCALE AIR GAP STANDPIPE 2 NOT TO SCALE AIR GAP SUPPORT o ONE SET OF VESSELS D2 GRATED LID SS -0201 CASE I CASE 1; NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN EQUIPMENT SCHEDULE ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANIT..ARY SEWER MAIN , A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS ITEM DESCRIPTION z° ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL PUBLIC WATER SYSTEM. r N4 IN SEWER MAIN 10 O CORPORATION STOP, 1" MUELLER B25005NOR EQUAL B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE d' N , D 6' v 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE 12 O 1" TYPE K SOFT DRAWN COPPER TUBE ---yI� 4' 'S WATER OF THE FOLLOWING: 4' 6' 75 it f~ MAIN O �4 1" STRAIGHT COUPLING PE -IPS X MIP MUELLER H -15426N OR EQUAL w erg g' cai P. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA C906-99); 1" ANGLE BALL VALVE FIP X FIP MUELLER B -24285N OR EQUAL 2.SPIRALLY-REINFORCED HOPE PIPE NTH GASKETED JOINTS JER STM F-894); VITRIFIED CLAY PPE WITH COMPRESSION OINTS TR STRENGTHr� _T Uc 1" X 3" BRASS NIPPLE �3f �5W 4.PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM D3034) OR EQUIVALENT; ",'",SPECIAL SEWER PIPE'',` t O7 1" ELL PIP X FIP 5.CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR NO JOINTS IN SEWER MAIN 6.REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL Ld C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE O 11" STRAIGHT COUPLING PE -IPS X FIP MUELLER H -15456N OR EQUAL I - REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO NEW WATER MAIN 14 (n V) JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) ANOto t/4" OD 3 w 04 SS TUBE OULD BE CONSTRUCTED OF ONE CONTINUOUS ILFOLLOWING:F THE ' SECTION OF DUCTILE IRON 1 AOPIPE WITH HOT DIP BITUMINOUS COATING; OR �'; /, % 'ZEE 'D»y rtt i/2" X i/4" REDUCER MPT X CTS COMPRESSION FlTRNG J 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. �' IN WAIE0 MAIN- LLj '/ 13 t2 VNYL CAP � O0 WE D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SER MAIN DOES NOT MEET THE ON P -P H I c � LLJ 0_ CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS 2' 8' SEWER 8° 2' I ¢ Q WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE WA QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE L,, v J MAIN is CONSTRUCTIO CONSTRUCTED OF ONE OF THE FOLLOWING: ® 17 9 ITEM DESCRIPTION W N � Z 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); 2. DUCT LE IRON PIPE NTH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS "-PRO BI t3 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000-HJB OR 5 ¢ W (GASKETED, BOLTED JOINTS); T f »,� f, i 6 _ EQUAL 0 Y _J O 3.A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR I ' i ,'', f ,/ f rZ C �` ' , 5- - 7 I l t4 1/2" OD 304 SS TUBE CL_ U U o (,Q EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED; i PEOIAL WATER PIP r i _ N Z N 4.A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) NO JOINTS IN WATER MAIN i 4 4 I is 1/2" SS BALL VALVE, FPT Z x x CENTERED OVER THE PIPE BEING CROSSED; OR l - O W w 5.ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. FIGURE 2 -CROSSINGS ® , �,, ® is 1/2" SS COMPRESSION FITTING X MPT Y Y t7 1" X 1/2" REDUCER, MPT X FPT U 0 CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW SEWER MANd ! NEW WCAER MAIN Q g o ZQKE SPECIAL CONS'jgUCTION REQUIRED FOR WATER MAIN A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED 9' EL U F WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. - WATER MAIN 0 o B IF THE SANITARY SEWER MAIN PARALLELING THE WATER MAIN DOES NOT MEET THE CASE 1 ZONE B REQUIREMENTS, THE WATER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE - o FOLLOWING: m 7- ,,xx:3 m c 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); ,'3°NE %- °V® M�" w 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 2z z � 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; SQCL,' v �i - V)Q-� 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (OR 18 PER ANNA C900 & C905) OR 1, �,� /.,,/,� P. » JJ 45 V EQUIVALENT OR -_- ✓ �:� _ 1,f -_ - 2'-6" C� g 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA ZONE-® EXIST. E%IST - >U (C300 OR C302 OR C303). ---- WATER SEWER 'f _ 1'_3" O~' > MAIN MAIN ;r/ IN C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE PP1EE CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN 6'- '3 1 n- m FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: .. -- i� ' ��'� 1 -- DESIGN ENGINEER: £ 1. HDPE PIPE WITH FUSION --WELDED JOINTS (PER AWWA C906); - "`" / ��. _ ZO�PE A�,.� - _ ¢, '� KEVIN BERRYHILL � 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING- / ;� - SPECIAL ' / o LICENSE NO: 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; 6 �PE(;1MiSSION%�' 70415 S 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); OR -__ DRAFTED BY: CHECKED BY: 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA I NOTES PAD MJ B (C300 OR C301 OR C303). I i 9 -_-� (4 BOLTS 2` SS ANCHOR DATE: o a-14-2018 n 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE - 0 IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE JOB NO: 214318001 H REQUIREMENTS FOR CASE i ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN FIGURE 1 PARALLEL CONSTRUCTION 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. PROJECT N0: ---- J. EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD CONCRETE BASE FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA BE CONSTRUCTED AS FOR ZONE C. NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. GRAVEL, PHASE: a ZONE "P" IS A PROHIBITED ZONE, ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR o SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22, REDUCED OR ENLARGED PLANS. < iNOT TO SCALE ; 1 SHEET o WATER MAIN SEPARATION D2 WATER QUALITY SAMPLING STATION'` r ®2 C/TY RECORD No. 14 °F 23 TUBING=o3. yco 2' L X 1' W X 2' DEEP a.° a� o T.v ° MALE TUBE RECTANGULAR POLYETHYLENEmg q� o- ® TANK WITH INTERNAL FLANGE w : g " - 6 ; E y AND HD US PLASTICS/TAMCO CHEM-TAINER, OR EQUAL NOTES dcsa w``o c"�sv�c €i�d HSS 4"x4"x3/8" GALV TUBE, \ SECTION A—A 9/16" HOLE 4 1. CHEMICAL INJECTION TAPS P1C00 UNISTRUT WELDED CONTINUOUS u> CHEMICAL INJECTION SPACING IS 15° MAX OR 15' TO BEAM. TOUCH UP GALVANIZING (2 PLACES) D3 SHALL BE SAF—T—FLO > �8= of, � o OF TRIBUTARY PIPE LOAD PORT 2" MIN MODEL EB -125 INJECTION &�a"� � w °'°�*�s� ASSEMBLY OR APPROVED 1/4" END CAP/' -` EQUAL ��a�aoe°�vT�vm GALVANIZED i N a �.g (TYPO / _ ,� STRAP OR 2. TUBE CHAMFER SHALL FACE "addw U -BOLT UPSTREAM. z€ d H H Vsrs = ASTM D1248, TYPE 1, CLASS A, CATEGORY 4, I EFFLUENT GRADE E ANSI/NSF 61 , — �/,.'i / 1/2" HOLE PIPE CERTIFIED CLEAR PE TUBING 120• / / FOR U -BOLT _._...._......_._..._._...,, .._._...,_._ _. � Tv 11 (2 PLACES) a 0 -- r COMBINED EFF EFFLUENT PIPE OR SADDLE - HALF COUPLING SA DLE m •� 1/4" STEEL PLATE 3/16 1-1/2" EPVC W/ 2'-0" MAX. - THROUGHOUT GALVANIZED OR 3/8" CARRIER TUBING FROM A -s FG COATED STEEL STAND CHEMICAL METERING FLOW \ U -BOLT OR STRAP -- AROUND TOP OF ( PUMP PIPE -TIP 4 INCHES WELDED If STEEL BASE SHAPE SADDLE TO o 2 SADDLE MATCH PIPE D3 SUPPORT TYP. D3.. _ 1, G3 w DDITIONAL 1 ASUPPORTS ( E NOT TO SCALE x P1 D1 UNISTRUT AS REQUIRED a3 PIPE SADDLE ®3 CHLORINE INJECTION 03 CHEMICAL INJECTION PORT _I P1325 CHANNEL PI -0507 CONNECTION CUT CHANNEL AS NECESSARY AND i REMOVE LOWER P1000 UNISTRUT I• f / ALTERNATE 5 LOWER it r," -}- CAST IRON - - -�D3 SUPPORT I PIPE SADDLE F OPTIONS 3"0"0/16" GALVANIZED TUBE 1/8 THREADED I ( I 7"x8"x5/8" - -- - PIPE WELD PLATE — — -- --- -._ PLATE TO BEAAA1/ _t - -� im— B DIMENSIONS PIPE SIZE "A" "®" "C" 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" 3" 2 1/2" 10 8" 3" 2 1/2" 11 3/4" 16 1/2* 10" 3" 2 1/2" 13 1/2" 18 1/4" 2 1/2" 15" 199 3/4" 6 z 3/8" STAINLESS STEEL (GRAINGER COIL -TUBING 3ADD1) *di OR APPROVED EQUAL 30' �.* 4ya t„ CHAMFER ,,, 1/2" RAD. e; i G Z5 4 O 1.75" d ' r~ VINYL CAP lyyD ,�1, St c COMPRESSION ADAPTER 45' 1" TO 1-1/2" ALTERNATE "A" CAST IRON /, x 3/8° COMPRESSION 7 OR APPROVED EQUAL) NON -SHRINK ADJUSTING NUT Ldf, GROUT i - - 18" � _ �._:_ L 90' V7 PIPE THREADEDEd " 5 8 316 SS ANCHOR BOLTS NOTES /y 1 W / A 1" 1 2" RAD. O (4) PER PLATE, INSTALLED W/ HILTI HIT -RE 500 V3 EPDXY 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND I /f, y" 1/2" X 5" a. 6-4 BARS / / W SADDLE. f yF EXP (4 READ) 10 12" LONG 1/2" X 5" EXP BALLyALVE Q Q (f') 2. MODULAR FRAMING COMPONENTS SHALL BE (4 READ) i. U UNISTRUT B -UNE, KUMAR OR EQUAL NON -SHRINK 1/4" NPT, FEMALE J_ GROUT NOTES U O) ¢ >- Q INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES - 1/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, L J cV � � J H WITH 6-#6 IN LOCATIONS WHERE LEG FALLS jl _ "FLOOR, SLAB NOTE: FOR SUPPORTS IN AREAS i/4" THREADOLET MINIMUM OR STAINLESS STEEL SCHEDULE 40. i p = Q LA OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY OUTSIDE OF FLOOR SLAB, CONSTRUCT Euj -- 0 6 REFER TO DETAIL 8 0 6 tt 18"x18"x6" PAD UNDER PIPE SUPPORT. U p U 1-1/2" = V-0" 1-1 2 P-0' t� ALTERNATE "B" iD In z D3 z � TIERED PIPE SUPPORT 3 TIERED PIPE SUPPORT ®LOWER SUPPORT o ADJUSTABLE PIPE SUPPORT 3 NOT TO SCALE SAMPLE TAP o Q Y ALTERNATIVES ) 0 u- 1= O a 0 13 a0 M -0 o I I SEE DETAIL WHEN 15 EPDXIED DOWEL X 24" 0 12" OC SUPPORT PARTIALLY RESTS UPRESSURE TRANSDUCER ON VESSEL PAD (USE HILiI HIT -RE 500 V3 EPDXY EQUIVALENT) (SEE NOTE BELOW) PIPE STAND I MOUNTING BRACKET 6"MIN EMBED VALVE MANIFOLD �,+ Q NOTES L} a of Y Q 2 SENSING F.G , x 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE S�Iy ®dVY LINES SLAB, CONSTRUCT 18"X18"X8" PAD UNDER PIPEafs SENSOR CABLE SUPPORT. �L� jj1 �y�A�6 r/�yt �I 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE L+' O " gf� F ce ROSEMOUNT 2051 OR 3051 WITH 4-20 MA m ' / , , a ® rn • :r III OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 - a INCHES OF WATER RANGE. DESIGN ENGINEER: #5 0 12" OC EW T&B F ,/ ,/F.? , KEVIN BERRYHILL LICENSE N0: PIPE SUPPORT 2"0 PIPE STAND 18" 70415 FOOTING DRAFTED BY: CHECKED BY. �.�•I{ DVS MJB (E) GAC VESSELa DATE: 08-14-2018 NOTE g 1/2" X 5" EXP (6) MINIMUM BAR LENGTH #4 BARS Joe No: 214318001 FOUNDATION (4 READ) j� = 24F� BEND BARS THAT DONT FIT IN FOOTING NON—Sio 12" LONG PROJECT NO: ---- (APPLIES WHEN PIPE SUPPORT PER ACI STANDARDS. GROUT HRINK PHASE: FEET IS OFF OF VESSEL PAD) CONCRETE SLAB 0 �- ORIGINAL SCALE SHOWN IS ONE F OR NOT TO SCALE 0 t 2 10 NOT TO SCALE q� EDUCEDNORR ENLARGED PLANS. s° y SHEET D J D TIERED PIPE SUPPORT FOOTING �3 TIERED PIPE SUPPORT PARTIAL FOOTING 03 PRESSURE TRANSDUCER AND STAND y� G 15 OF 23 CITY RECORD No. SL -0104 SL -0105 SL -0109 32 DIA r7DIIA �,�'" 32 DIA - PROVIDE BARS EQUAL IN - o as TOTAL AREA TO REGULAR 4-.--.----°-� REINFORCING INTERRUPTED _ BY OPENING. PLACE ONE 3" HALF TOTAL AREA TO EACH m�W� u L -NEi o E m :. 5-#4 0 4" CC, TOP SPACED AT 3" OC.'71 EDGE OF SLAB D SIDE OF THE OPENING. D B _ 96 DIA a�.aTffio Rh, yGo„ . 12" MIN I ONE EXTRA BAR EACH 32 DIA CORNER PER LAYER OFREGULAR 4 .�� (SEE TABLE REINFORCING G DOUBLE CURTAIN OPENING OPENING 32 DIA 32 DIA 16 DIA 12" MIN III 4 . FOR�P�I�GS a "t " 12"T0 21" A +.s r q " 16 DIA 4.rt 12" MIN ° 4—#4x4'-0" 0 6" CC, TOP LAYER 3/4" BELOW m a 0 FOR OPENINGS 2Lz IQ W m TOP Of SLAB NOTE SINGLE CURTAIN THIS TAPPLIES OPENINGS IN WALLS AND SLABS THATFEET DO NOT RETAINUQUID OR SO 0 NOT TO SCALE INTERN CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE S 0 .5 1 oa REINFORCEMENTS WITH NO WATERSTOPS D4 INTERIOR AND EXTERIOR CORNERS( D4 CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 DETAILING A HOOK DOR G z° o DIMENSION o DETAILING CONSTRUCTION JOINT DIMENSION D*Y y, Db = (1) BAR DIAMETER " ¢ 4Db OR f Db = (1) BAR DIAMETER D a D = FINISHED INSIDE BEND DIA. - FURNISH AND INSTALL H s 2 9/2" D = FINISHED INSIDE BEND DIA. �! D = 6Db FOR #3-#8 ELASTOMERIC SEALANT W o - 6Db FOR f3-#8 D = 8Db FOR #9-#11 ;P. > a IN GAP (SEE NOTE) D = 8Db FOR #9-#11 D = 1ODb FOR #94 AND #18 \Y 180 -DEG D = 1ODb FOR #14 AND #18 90 -DEG 0 DIMENSION OF STANDARD 180' HOOKS, ALL GRADES BAR LENGTH D J A OR G THICKNESS A OR G BARRECT. 2x8 CIRCLE OF #7-#11 78 72 SIZE OPENING OPENING CONCRETE 6" 3" 8" #5 < 12" 5` 14 3'-0" D+24" #6 4 1/2" 6" 3'-0" D+24" >78" #7 #6 3'-8" D+24" B = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN IN CONC. 6" REINFORCEMENT SPLICE TABLE. 16" m a 0 FOR OPENINGS 2Lz IQ W m TOP Of SLAB NOTE SINGLE CURTAIN THIS TAPPLIES OPENINGS IN WALLS AND SLABS THATFEET DO NOT RETAINUQUID OR SO 0 NOT TO SCALE INTERN CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE S 0 .5 1 oa REINFORCEMENTS WITH NO WATERSTOPS D4 INTERIOR AND EXTERIOR CORNERS( D4 CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 DETAILING A HOOK DOR G z° o DIMENSION o DETAILING CONSTRUCTION JOINT DIMENSION D*Y y, Db = (1) BAR DIAMETER " ¢ 4Db OR f Db = (1) BAR DIAMETER D a D = FINISHED INSIDE BEND DIA. - FURNISH AND INSTALL H s 2 9/2" D = FINISHED INSIDE BEND DIA. �! D = 6Db FOR #3-#8 ELASTOMERIC SEALANT W o - 6Db FOR f3-#8 D = 8Db FOR #9-#11 ;P. > a IN GAP (SEE NOTE) D = 8Db FOR #9-#11 D = 1ODb FOR #94 AND #18 \Y 180 -DEG D = 1ODb FOR #14 AND #18 90 -DEG 0 DIMENSION OF STANDARD 180' HOOKS, ALL GRADES DIM NSI 0 STANDARD HOOKS, ALL GRADES A _ SIZE.. D J A OR G D A OR G 19" TO 24" 2x8 MORE THAN 24" 2x12 #7-#11 78 72 66 62 #4 3" a 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" tO" 5 1/4" 14" 108 6" 8" 11" 6" 16" #9 9 1/2' 11 3/4" 15" 9 1/2" 19" #10 90 3/4" 93 1/4" 97" 10 3/4" 22° #11 12" 14 3/4" 19" 12" 24" #14 18 1/4" 21 3/4" 27" 18 1/4" 31" #18 24" 28 1/2" 36" 24` 41" (I o ______0 + 11 KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. IQ__= D �� 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF W D THE CONSTRUCTION JOINT LENGTH. F -- II !I II o (%} N n w U D-4Db O I 11 n n ii () 4Db or 11 11 2-1/2" MIN. HOOK IIENJL 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 REINEORCEMENT BENDS Y -0 �- NOT TO SCALE NOT TO SCALE O' CS Z Z a 5 6 o WW oR D4 CONCRETE LONGITUDINAL JOINT ®4 CONCRETE JOINT SEAL Q m Y L` #3 TO #5 6Db 008 CD u- VD:6_ OR 2 1/2" MIN 1 6' SL -0124 #6 TO #8 920b _I HOOK 11 HOOK 11 5ODb #6 AND SMALLER J A OR. G ii. 2 6'� A OR G 62Db #7-#19 w. 4% o x c9p x 90b OR ~ N JA Dy6 MAX.OR oz F5 {J175 w Iw (III Fw {O 1/4"x1/16" SAWCUT JOINT ' 0oaDo p Db o o D ®b STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) ay �o (,< HET IVLY 0=��u I mar �� -' _ I' BEAM BEAM BEAM 90 -DEG 15 -DEG 135 -DEG cnool co unnuc crlculr cnoouo fnr J 1 �s• - A `v- ' .. .. `A>•%j ®R NO WATERSTOP OR Ia oA2"' �� E g� m a J 2500 3000 3500 4000 Lil #6 AND SMALLER 63 57_ 53 50 45 #7-#11 78 72 66 62 56 DESIGN ENGINEER: 4 1/2" 3" #5 N 6" 5 1/2" 3 3/4- L 4 1/2`. 12" 8" 4 1/2" #7 5-1/4" 94" Sr 5 1/4` W ` SEALANT NOTE: ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH "SIKAFLEX Q w U d '2 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL CONCRETE SHALL CURE FOR AT LEAST 72 Q HOURS PRIOR TO SEALANT PLACEMENT, CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT ANDul 0 ® % APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT MALL FILL JOINT I z -1 F - COMPLETELY. O m = Q REINEORCEMENT BENDS Y -0 �- NOT TO SCALE NOT TO SCALE O' CS Z Z a 5 6 o WW oR D4 CONCRETE LONGITUDINAL JOINT ®4 CONCRETE JOINT SEAL Q m Y L` #3 TO #5 6Db 008 CD u- VD:6_ OR 2 1/2" MIN 1 6' SL -0124 #6 TO #8 920b _I HOOK 11 HOOK 11 5ODb #6 AND SMALLER J A OR. G ii. 2 6'� A OR G 62Db #7-#19 w. 4% o x c9p x 90b OR ~ N JA Dy6 MAX.OR oz F5 {J175 w Iw (III Fw {O 1/4"x1/16" SAWCUT JOINT ' 0oaDo p Db o o D ®b STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) ay �o (,< HET IVLY 0=��u I mar �� -' _ I' BEAM BEAM BEAM 90 -DEG 15 -DEG 135 -DEG cnool co unnuc crlculr cnoouo fnr SPLICE LENGTH / Db 1 �s• - A `v- ' .. .. `A>•%j ®R NO WATERSTOP OR Ia oA2"' �� E g� m a CONCRETE STRENGTH (PST) 2500 3000 3500 4000 5000 #6 AND SMALLER 63 57_ 53 50 45 #7-#11 78 72 66 62 56 DESIGN ENGINEER: UVPoEW /11 VVIIYI TIE BENDS SIMILAR NOTE KEVIN BERRYHILL LICENSE N0: 1. SPLICES SHOWN ARE CLASS B SPLICE I 7nAi5 9Q" 135° D A OR G 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" 94" Sr 5 1/4` #8. 6" 16" 10 1/2" 6" 135" SEISMIC HOOK SIZE 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 5 1/4` 9" 5 1/4" #8 6" 10 1/2" 6" fy=60ksi f c=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2. SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 92.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. 1. 2. 3. 4. - IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOWL IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. DRAFTED BY: PAD CHECKED BY: MJB. m �. i. DATE: 08-14-2018 .JOB NO:: 214318001 PROJECT NO: ---- PHASE:. D 1" UMM ONE INCH: ADJUST SCALE. FOR NOT TO SCALE REDUCEDHDR, ENLARGED"PLANS. NOT TO SCALE ,. 7 ✓ o 't SHEET® REINFORCEMENT BENDS & SPLICES CONCRETE CONTROL JOINT ¢ ` ' ` N CITY RECORD No. 16 GE 23 SADDLES ARE REQUIRED ON __ o tea'-�orp.�o��Nm AACC C 1PVC � SiEPEEL OR 2-1/2' ANGLE VALVE W CAP LASM�E'� ` g Ccc - WROUGHT IRON PIPE FEMALE NPT X MALE NH/ S D E V GO V 1" THREADOLET DIXON AV250 OR EQUAL H R T G I, {�j R aE f• `aE 3c_ cao . Q •` 3UO �d OEO�E-g dO�P R Z O ` c § n` .�? , 4 a - N (ELOR WROUGHT 4 W P =®-zp0�a €vRw9 2"t'— —. N9W V��E) S /' O PC -C-900 PLASTIC PIPE) ,.._• wg� � t. E ® q P (AC CLASS 100 PIPE) YtVE 2-1/2° BRASS PIPEQU{EL04 . a 4 .Gp - o o c m L. .. IV 4 4 4 aTEE W/ 4" BRANCH & THREADED FLANGE (ABOVE GROUND PIPING)2 DRAIN o� Y g N Ds Ds Ds ON—SITE VALVE & VALVE BOX d m o I' O g G � O a- U a U o F_ iv Y m U n w ET y LnQ��E HIS SH 1®N ONS ®U � s � SAT a��LLa 0 � 9x= U IIF®fl SCE CL CL Q m U L DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: G 70415 g 0 DRAFTED BY: I CHECKED BY: m M PHASE: D DETAIL "B" WHARF HYDRANT MANIFOLD CONNECTION R n n Et x^ �# E Ll 12M JOB NO: 214318001 -- PROJECT NO: ---- i FLANitE O ia 1#1 .e� R -1A, ' 3' ELL, W D 1 FLAN GE R fes} EE N a # �n T 1�+ 7 NOTE' SOLT STRUT TO RANGE: WAN" IFITMG� / t EE }[ ov, - fiGF1i i t E WHARF HYDRANT Kill 00 WELD TO PIPE iE "a - FIs 1 t T ANGLE FITTING.' PARD SCREEN) stow summo Z SEE DETAIL "G" SEE DETAIL "F° T FF EE EE CAN 3/4 FILLED SEE DETAIL "B" TOS m WIT€I ROCK- * y2+ FOR CONVERSION T —U�E VERTICAL TURBINE (ABOVE GROUND PIPING)2 DRAIN o� Y g N Ds Ds Ds ON—SITE VALVE & VALVE BOX d m o I' O g G � O a- U a U o F_ iv Y m U n w ET y LnQ��E HIS SH 1®N ONS ®U � s � SAT a��LLa 0 � 9x= U IIF®fl SCE CL CL Q m U L DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: G 70415 g 0 DRAFTED BY: I CHECKED BY: m M PHASE: MATER14 LIST MJB WHARF HYDRANT MANIFOLD CONNECTION x. x` y. x, s• n n DATE: 08-14-2018 x^ �# E Ll 12M JOB NO: 214318001 -- PROJECT NO: ---- i O ia 1#1 .e� 3' ELL, W D 1 N a # �n a . ov, - fiGF1i i t E WHARF HYDRANT Kill "a - FIs (ABOVE GROUND PIPING)2 DRAIN o� Y g N Ds Ds Ds ON—SITE VALVE & VALVE BOX d m o I' O g G � O a- U a U o F_ iv Y m U n w ET y LnQ��E HIS SH 1®N ONS ®U � s � SAT a��LLa 0 � 9x= U IIF®fl SCE CL CL Q m U L DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: G 70415 g 0 DRAFTED BY: I CHECKED BY: m M PHASE: PAD MJB WHARF HYDRANT MANIFOLD CONNECTION n n DATE: 08-14-2018 FEET JOB NO: 214318001 -- PROJECT NO: ---- i O 3' ELL, W D 1 N 3• SM. PIPE D5 WHARF HYDRANT DS W PARD SCREEN) Z 10 FT --DEEP VALVE CAN 3/4 FILLED WIT€I ROCK- * y2+ 3" OR SMALLER ROCK VALVE COLLAR ¢ da 2'Ox 6" THICK CONC PAD o x �.e�d »O31snj CONCRETE COLLAR PLAN AC 4cet� FG UNPAVED AREA r2-1/2" MATCH (E) SURFACE ELEV. W w BiJILDING ' -: j ROAD MATERIAL U) N A FOOiSNO VALVE BOX LIQ U '° I CHRISTY G5 OR J 1 APPROVED EQUAL � O 1 8" PVC OR DIP RISER Ir TRACER WRE (FOR PVC PIPE ONLY) I ¢ w< J NOTES CJ 6) ¢ N � V) Q I- 1. COVER DRAIN WITH 12 -INCH DIAMETER - _ ¢ "•, PEDESTRIAN RATED GALVANIZED GRATE. O o J O ft� m W U LJ NOT TO SCALE CL U RESTRAINED JOINTS (f) Z (ABOVE GROUND PIPING)2 DRAIN o� Y g N Ds Ds Ds ON—SITE VALVE & VALVE BOX d m o I' O g G � O a- U a U o F_ iv Y m U n w ET y LnQ��E HIS SH 1®N ONS ®U � s � SAT a��LLa 0 � 9x= U IIF®fl SCE CL CL Q m U L DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: G 70415 g 0 DRAFTED BY: I CHECKED BY: m M PHASE: PAD MJB " n n DATE: 08-14-2018 JOB NO: 214318001 -- PROJECT NO: ---- PHASE � c 1. 16 ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FOR n Y� REDUCED OR ENLARGED PLANS. �- o SHEET DC a1 s N CITY RECORD No. 17 OF 23 Mrere dwmeg ub Wtyw�g ,exons k s mw&* my hl -. ft admd avm, Won of I dews, 80" Lal®+A fronds of nib' 4nd sM1gre ,( .heli fromwiisi allows' between ads of beer ham of Pees - on wepll6fy av ou" .W.YMY el oma** Re of Ne some dmnek'; Ne fop bet ofPOdrilland be rma ew holw000 woo arta wilt Ne 0,'a ore edges sw be pfStow snood m"N o t maW PLAN AT BOTTOM PLAN AT SURFACE - f o 7. (wale -W hese kbrk dw,'I wk. to ted *o~i.. of ASW --------------- I+- 40 ,qy .elwdad LL domov kr bone oM � i calm atolls 77 a' . TYPE "A"--l-TAL DL 2'-6" .76 m Iw+IN won CRY OF BAKEP04B.DCALFOFW SW -2 The owe, p-APrts W vcbmk °pfe Ica w0,+ end wtganseers sae be I not wt' U Cr M' + bem• '� and the bMm W¢ - 1-90,' a6P 4atl. RE lea F_T_ AA be plastwed enmN db O GYMMi mwfw.. some am W F I3 rnG3'afl L`1/. r 1 Of -i , I 1 Y W U Q P.CC At rat to be poured, veto feaft hs k pfave .Rab and Ad P.=R5' In be 8715 to 825` below w Podmod PMV 20' Aho, -._ NOTES: 2 t Yvt I. M work stxd cmlam to Me gphv* m6we of Oa Fry padeod spdf ffmr wbooY Yfwcia'd SpoOkAimg Vete of . rbObne. Depurbett of TrompsdQhW gpeormf amml met. 2 AM wMed newhah )Mb she# be Poled dN knit �o. soa wWOW Ak,* magk pad. Wada ammmwles nratwod wb rrea6y rasa a w*oed m bmk of pix SECTION 3 fie wef reofumd mmixte emttons .dM be croshwW k ax. -do. wN Ne fm"be of ASTM C-478, waren/ powanr: 4. M seaw mmmede* farmom fires Nae IB' he dboeta shot De dN 7-Lxs' a- wbowd spa'. S Coombe pad Mae be bered with a We* p`p"ied "my Wwd w pe mime 9017018 of fire etandied 6. See etwdwd dawkp SY16 kr rmsg coxa. and dcp ems". detwla T. M amnia; ,half be smooth k9ow Qh ele d fowW Reff aka be Saosm Al bed fu at rmbA wa STANDARD 7. (wale -W hese kbrk dw,'I wk. to ted *o~i.. of ASW HEIGHT 1 �- MANHOLE a' . TYPE "A"--l-TAL DL 2'-6" .76 m Iw+IN won CRY OF BAKEP04B.DCALFOFW SW -2 I-_ te' (30m) +�d��•i''D a.o � .�..I+ II�����, III+f ��*%.,,:�,. 4�41f1:�i fy, �. .IYi Al1�IflA a Bi r r r TYPICAL DETAIL AT CULVERT ENDWALLS 4.3' Ilan) to Q of pile 15 (1Anm SECTION A -A FENCING TABLE 7. (wale -W hese kbrk dw,'I wk. to ted *o~i.. of ASW HEIGHT 1 H 8 m QC 3'-0" .9 m DL 2'-6" .76 m Iw+IN won os m}u. wr. v.PE 9 Oeebg w •Wedy"d Ay the ale a Owleb eW slmwfsE daakg *A w d omA,ed waw Na ca, 6tpae; 0omak °pfe Ica w0,+ xTQp''.er�_x U Cr M' w ro '6 r. Z 1-90,' a6P 4atl. RE lea x a/n. O s�� cele suave ala I3 rnG3'afl NOTES L k eldkAea at be* and gdw abed be in acmrdmce m1h Na re*a mmfs of Soctko 80-4 of the Standad Sperfl eNon, State of Caflmnfa, Apmtment 61 Tmupwfaf bw, eppomd rusmst valk'. 2. A 9.0' 6daF x 12' ode (011m x Aim) coonn to cub shad be evnhwted order all feoong a 15" (4pmn) e'kq-mce betwwn the cub, and kbfx"be used 3 See stmmNrd D-13 Ion cawele note 4. Cane pate &W be kmtoW at all males k Arca Awe m excess of 10: 5 Epd comm; and gots pats aha/ be braced to the tuawt Ieu pet 09th gahmud 4vow f w Wmsbd drone ased w compression mmsbes end gd'akeed aJ?5' (Iamt) sled IHSS reds 0 NINmNes or ftss t061ewr Md w twee, 6 FoOk edM be fastaud to pbe pest term" past or came' post with 0.25' x 075' (Smm x 20ma) stretch r bar baxb at 80' (02m) w conte. 7. Fcdrk shut be taste. to Nee pet bst mnnr° mrd bottwn beedms waw nfib k6rfc hells gwced 4opw 14' (0..16m) wont & fAw"conmm 0 ASN A --W,, poo 1 F Shpmde prepmaaar dm9 be aashuded two to Bode bet ams, ,saloon mbr compctat of 80$ to 0 dpd of P.5' (0f5mJ. STANDARD aam' CHAIN-LINK FENCE " sx CnY OF BAKEFSFIRD D-12 unions, rww��.w TOP WEW AW& Ree .ebb nM to be pawed anti eeeg b k Ph 27 wtm Dry PMad �--- 5.67' ---� MANHOLE SECTION SEC77ON NOTES 1. AN em* .64 cOsA'm to fire gWka* s 1kes of the rpecAcolbws mtdled'Simbord SpedfmoffmA State of cw.,Wq Oeperhma of rw*ortoliob ° gemmed waent odic" 2 Yortw shad masht of one pet Pe bbod Comsat wd ton pets of aeon, w0 graded sod Roe Romew 3 JMho Ad be Med wiN mvfm mrd why denied Yorks or upon' m leach of pare 4 Pre cart rdnfo end mabbak sections shed be cebAww in bmv`dmce dN Me two'kAwe of A5W C-474 warm! detkt. S to nifty side Mood be ksfaof k W Wetrmxa Awft of hen mole Ae aDmierer pwadle u a dxeded by Me cty &Vkuw 6. M bumrfinrs bcomw Aye kebte A0 be o aswdh w!awhece 7. Ad weer mtrowm for sewn, Ines Mgs Nm 18'Al dmmtw, arms be Wed WN 7-toA' w gpmroN eprd STANDARD MANHOLE TYPE "B" 7. (wale -W hese kbrk dw,'I wk. to ted *o~i.. of ASW a0"!at&m) ren NT ear xa SW -4 CITY °F BAKEF09ELD CALFCFM 2525° IS� 1375' � See Demo p° a75' GUTTER FLOWZlNE PIPE 7_120' ' 5. . T 17 " SECTION B -B SEC77ON A -A S QS' to' puttwe letters Q125' See note IL sdf hl�r r.d Dk. hole blond yick ZO' AINfe? , centx hole i Akhil Ad to Md Ake hoe Sem Me It. 1.0'en PattLO" piton hettsg 0,125' klieg Ai25" hgh MANHOLE high lecombe fen conhy a aigk NOTES 1. A4 Imnas and coos Ad be feted for mvsocy of N and shop be mo8ed k sets pror to d0o". 2 Me .its a butes and besbg tiros of the webs deb be mabhM for o moth ton -moot m bedew Nm two mstkgs 3 Cmbpe be Nmayky robbed sed diped take k u Wkk-Aft kt-Abd.' ambahk mwWra to porde a poled" crooln4 4. AY Ronan wa wlas "be gay awl km, Ree ram vale¢ hdeA end cw-Awt mrd Ag here o xmkmaeAe M* Hovey hoeing Amid be HS 2".. 5. Cwdky Feat awhrm to Bre "Www W the W.Wketkns br gay-bm wsmpA swim deagm6on A57X A-48 (blest mpmw Ows Na ,TAA s. the amrm of are w . euupary dxN be m Ore undsadw of A, fire cora 7. Ywhah bete anal wo h ml Ass then 120 tea ow more the 250 hs. ex war Ad wo not tea Nm 120 hs ser more It. 200 ft & Mmbde woes Ad bore a adf du;* bmd pi* Ad, uNw 0mwiw Wpmed by me city &* W. a625'01Mn leflem ho CLEANOUT madhled OR Swh,es 1,25' rgm eaeb Frons DETAIL "A- 9 fie 20" potion haws be the mwdwk eras orad here we of fire fdhx*V dAgvSbo% PRAbd or .5W la Asmenbly AoN be des9eed for bony tomhg of AS 20-44. 11, 20'x 1.0'dbm mat 0,0'dem. 6 4 > Faek-9ga°2.0' > f6anm) mob° 905+ one oeoe 9 kmrldmd hiblua d w tg & bottom dbpmd baa Joh hose me, h*I - M'06m) Forme-s675'(sAnm) REFER TO CITY STANDARD CHAIN GATE 810TH AS 40' gd" � 27�/N LINK DETAILS ON SHEET 08 FOR kkkf )lshow w e ADDITIONAL INFORMATION. SPECIFIED id, PLANS (a lawn Cate Pah - 2676' K p3bbb) Co. 210* A0. 10, 20'a. 10 CatePpe-5796�R j .:.._..__„_ :v (»nm) lsnbbr) 3f --��---.�(aa,.- khk - 9 ga, 20mom. 9A " PEDESTRIAN GATE i„__. _ ii1_ VERTICAL �' X - -- ---- .. GAIIE POST (TP) akgaH omre ceP L to. (ate 1 ""' ow ed(txi ea rmh 1 K MMt t. 1 / R gme rpyp2(�) Ede Pet - 2", - . ..'(all). DOUBLE GATE .• U.• ,.oawrera ra° _T_ (Sam) NOTES No. 1 56va4 p'ge aka N caxsmmted be, to grab ad uses sectio J1A C.Vwfkn N all to a dqN at 7. (wale -W hese kbrk dw,'I wk. to ted *o~i.. of ASW a0"!at&m) kaymtimn A-392 tl 1. 2 Genote Had be dor T-allbed U A%k 25` (G4am) A kufaeaal a tlw ' end g'rla dud be k wmdwae dN Ne k a6' (Q(Am) dump. thesis ewe be tm�ad mrooN repdm me, a,sent aa_4 a Ne 'Sfwmwd /inq and bmnh fiurt' eeE State d C mb, 0petmslt of Tro+.p Who, 4,"W amaf aMo. 3 Coavebe s6.R a'fok m ww u*. Par vbd?A 9 Oeebg w •Wedy"d Ay the ale a Owleb eW slmwfsE daakg *A w d omA,ed waw Na ca, 6tpae; 0omak 0,/2"beamNrued eao got. shale be aced dN a dale powbel ariv compwwd aeap'lkg N sodke 90-76al a Net sk%W *.Notona 4. Ct4 away ss' 90, pmts 01x7 be Aroma to Ne n'sea ked post .6 OA logo d o, Aueboeta broom use? as ewww000m me*. and Sao am' Room) efae' ma rube .6 kvn .Wv or fuss 10foree osed a tan. mados. A Ow rodeW whaboo .rosea k repuW4 ft arm be uvd wiN 3 s 5 - 9 gags Moe m meAvew Nat the At, ore !weed be P.W. end wn ady be remove" tear ma0aeaa 0104 a mok''N 6ttep a outdw sib adds . STANDARD CHAIN-LINK GATES sec CITY oF SAKEPAVELD D-13 CALiPORNIA EEr�� 3 X POST X -SECTION STANDARD METAL FRAME GATE 8" MIN PITH 11 GAUGE 2" MESH CHAIN 0 1 z LINK FABRIC LENGTH AS 7 SPECIFIED os CHAIN LINK SINGLE GATE EXCAVATE TO GEAR PIPE BELL rr PIPE O.D.. 12'-24" " 42" FOR 12' DPAMETER MANS k SMALLER 48' FOR LARGER THAN 12' DIAMEMR PPE 4tl'8' MLVIMUM FOR MAINS LESS THAN 12' 01AMETER 12' WWWW AV MAINS 12" OJAMETER AND WREATER >NOTES, 1) WRIER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WAF,N POSSIBLE 2) IN PAYED AREA MINIMUM COWR SHALL BE WAWMD FROM LOWEST GUTTER FLONLANE GRADE. 3) W PAYED AREAS SPEOfpCA71ONS FOR STREET SMUOIURAL W077W OR PAYS Wr PATCHING SPECIFICATION SHALL SUPEROEVE BA AND COMPAC77011 STATED. „ WATER RESOURCES DEPARTMENT CITY OF BAKERSF IELD, CALIFORNIA STANDARD PIPE TRENCH al FiNs om mo EAI adoo��om�v SjOga: �OyP9 ou or oa wL � aol=oa ✓TV o�y ��v_Oe-9 aYo Q a 0 u -S 5 K z Lij V) W J U Cr M' �I Z EEr�� 3 X POST X -SECTION STANDARD METAL FRAME GATE 8" MIN PITH 11 GAUGE 2" MESH CHAIN 0 1 z LINK FABRIC LENGTH AS 7 SPECIFIED os CHAIN LINK SINGLE GATE EXCAVATE TO GEAR PIPE BELL rr PIPE O.D.. 12'-24" " 42" FOR 12' DPAMETER MANS k SMALLER 48' FOR LARGER THAN 12' DIAMEMR PPE 4tl'8' MLVIMUM FOR MAINS LESS THAN 12' 01AMETER 12' WWWW AV MAINS 12" OJAMETER AND WREATER >NOTES, 1) WRIER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WAF,N POSSIBLE 2) IN PAYED AREA MINIMUM COWR SHALL BE WAWMD FROM LOWEST GUTTER FLONLANE GRADE. 3) W PAYED AREAS SPEOfpCA71ONS FOR STREET SMUOIURAL W077W OR PAYS Wr PATCHING SPECIFICATION SHALL SUPEROEVE BA AND COMPAC77011 STATED. „ WATER RESOURCES DEPARTMENT CITY OF BAKERSF IELD, CALIFORNIA STANDARD PIPE TRENCH al FiNs om mo EAI adoo��om�v SjOga: �OyP9 ou or oa wL � aol=oa ✓TV o�y ��v_Oe-9 aYo Q a 0 u -S 5 K z Lij V) W J U Cr J LLJ Z O LLJ V) I- Of -i Q W U Q Lli (V 3 Ir- N D _J c U I o= Q M w 0 w V3 V) z zO w w Y m a !- Q � Q ED [0 - N_ C7 g F O J cl- U U o � m 0 M � a n d off_ w i o 8 Cww d �N�LL6 � \j I` `/ T / V� d $ CL ® b O Nr ¢ a DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 S eJ DRAFTED BY: CHECKED BY: PAD MJB r DATE: 08-14-2018 JOB NO: 214318001 e �. °ROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR m REDUCED OR ENLARGED PLANS. w' S m SHEET ryC IJV N 18 DF 23 m acs 2 voraaod Canenl Canasta Calor f and lboto mooch Sassut - / adixmf pmssmmut 6tablarg e a Argad Cement ° •, d e / Concrete 1 Seed Malaria! (d MOW) Ashpolrc voter ets� �— EAft Aslpdt CmaaM Awenert r,2,x'd each side NOTES i. 40 wnrlma L* and mats iak open onto m to Me rre�wu�b Is not beth h the Siondmd SOMM,0ttm to of Cd &W% Department of ra/epat atpreed cement eakn. 2 .Saaevts ped! be mark pirw or of rips GVW to Me cmtmtine of the sheet. 3 RgaM of,dect matmfefi Rreog AW be t%�f . � SMtxmired 0 the Rod by M, "Oram 4 Patdms less Man 20' Gpn a bb eg pafdrex of k or gutter en� be extended to kA* Me Mtn mime iodated Poo of abthg povammrf 5 Miammmm patch doth SW be 20' at its mmoftt MI mslas wasav ofthroke lowed by the city MOW 6 Rehrence standards 57-T3 and ST -14 hr carp -Mm raqukmnmfs 7. Fm pooch h ap1be1 conceete mfws othawke apogee by Me dty mgi me: A head sheets mhmum 04 osWndt cnoWe sox 0.5' VSs p ase b & Artmkl and cvi cis mhinan Ri F 04" cancels over 10' ams p aggregate base rxousn a STANDARD p PAVEMENT PATCHES BwkfaT ltd to 9575 rahMse shael apply for trench widths_ cw;mtba h roodeay menu from \ 30' bated back of ca4 erreW6hg .. d but me Woe 1.0' of Me. DIMENSION mason noes and h abA whop NOTES: Me aiatiwg wcgeed motony t. fiodfli (or RWd Fps keprovwasnia BaPm meemw eft Me peso rope ahoy be hes of MM:(sg cmmpocted to m reoliie \ • t �w•,s�w �wr��Ti y u=n�4ii�n�n�►t�va S 4Wed h 3atfan 6-.101 of the State Standard.5pecificatfms 314" 100 Ba-k1M it ppm Lope cmposPed = 1.0' wider t emsd�e r�'w- jJs``��J�.ls`L7A�) kot (I.0,. lama) fits a simdtmawdy m won side of the ran* poe p such o Ism rot to dwnWe or sshab Me poe an firkhe=few won Me Poe 9�II�1i1=9=•YI 911 ` wind by mechankaf ft**g ban I#' mmafW shoo be *'awing ST -12 h Mk desgn mmud. prapwty cwvwod to N -*a Purr to proceeding. zone to cannon to ,rotes L 2 2. Bwktat for taiss po.. FABLE "A" U N z f— 1 Seed Malaria! (d MOW) Ashpolrc voter ets� �— EAft Aslpdt CmaaM Awenert r,2,x'd each side NOTES i. 40 wnrlma L* and mats iak open onto m to Me rre�wu�b Is not beth h the Siondmd SOMM,0ttm to of Cd &W% Department of ra/epat atpreed cement eakn. 2 .Saaevts ped! be mark pirw or of rips GVW to Me cmtmtine of the sheet. 3 RgaM of,dect matmfefi Rreog AW be t%�f . � SMtxmired 0 the Rod by M, "Oram 4 Patdms less Man 20' Gpn a bb eg pafdrex of k or gutter en� be extended to kA* Me Mtn mime iodated Poo of abthg povammrf 5 Miammmm patch doth SW be 20' at its mmoftt MI mslas wasav ofthroke lowed by the city MOW 6 Rehrence standards 57-T3 and ST -14 hr carp -Mm raqukmnmfs 7. Fm pooch h ap1be1 conceete mfws othawke apogee by Me dty mgi me: A head sheets mhmum 04 osWndt cnoWe sox 0.5' VSs p ase b & Artmkl and cvi cis mhinan Ri F 04" cancels over 10' ams p aggregate base rxousn a STANDARD p PAVEMENT PATCHES BwkfaT ltd to 9575 rahMse shael apply for trench widths_ cw;mtba h roodeay menu from \ 30' bated back of ca4 erreW6hg .. d but me Woe 1.0' of Me. DIMENSION mason noes and h abA whop NOTES: Me aiatiwg wcgeed motony t. fiodfli (or RWd Fps keprovwasnia BaPm meemw eft Me peso rope ahoy be hes of MM:(sg cmmpocted to m reoliie \ cmpwlra, ,h Of ON" areas y £arsine,. Thr tees Ad be m acemrknce em the fists S 4Wed h 3atfan 6-.101 of the State Standard.5pecificatfms 314" 100 Ba-k1M it ppm Lope cmposPed = 1.0' wider Na 30 20-100 to 9ff f*Mv compaction, Ma bake motarki steal be pbcad h not to aeeW we I kot (I.0,. lama) fits a simdtmawdy m won side of the ran* poe p such o Ism rot to dwnWe or sshab Me poe an firkhe=few won Me Poe its sYigrimant and "* Each bpm aw be oaoughly arni- I �� wind by mechankaf ft**g ban I#' mmafW shoo be *'awing ST -12 h Mk desgn mmud. prapwty cwvwod to N -*a Purr to proceeding. zone to cannon to ,rotes L 2 2. Bwktat for taiss po.. FABLE "A" U N z f— CALIPOFINIA andl (FOR TRENCHES \ O LJ Ld m o e fa P&* a0ks , constroctlnn Q m Q , tepnkaneno as Pw Me Pwslk N x UFA&F compression cAv" a*f Fmm pude + Depth ,rtes Opm ft an the answe bu* hdex (a) See rami a beam ,suee Z,,, . Z,,, iRAff14' ma DEPTH 30- L2' 55-65 15' 7,0-&0 20' &5 OR MORE 25' Backfin ewnpwted to 90$ rdot1w campwlka W "t of ppe rave shag be t o' state ,of poo ben x the wtdde dsaoeter Plop end ppa + shael apply for trench widths_ 'fxpe a cmdnH 80eddm' g Motmid for FYexhle Pi27o m px 4. Iesfng of bwkdM mafeials sM1atl be k accadmsse mRA the ASPM 0 23 Peso fisted to Sedin 6-,101 of me State SYadad SPW*oom4 DIMENSION (a ASW 01557. Mehod C") far b-oAM wdtt 9MW too IS: NOTES: ff hand, 040 is loss than to, bm*m elm 2.Sak Burry t. fiodfli (or RWd Fps 5 Canpactim lest, vN be rs*ed ad steal' be Me re3omr BaPm meemw eft Me peso rope ahoy be hes of *ploy of Oro 08 vw /Suss"wal, / CaalraYa. as manta anklarkus matwid ad "how a Sand £pufwomt of art and hcatiar of Me Pests Ad be datwmhm by the City fese then 20 and shop cmtorcn to Me khoW gwdhg: £arsine,. Thr tees Ad be m acemrknce em the fists Slay She pea—toga pamev 4Wed h 3atfan 6-.101 of the State Standard.5pecificatfms 314" 100 in, ASW 01557, Meatal Cf, Nm 4 35 -MO 1.0' wider Na 30 20-100 6. tab bier ofboctff matin sW nee the cariencO , Ma bake motarki steal be pbcad h not to aeeW we sand OW wdmt and grabtkn WAsansno betas me and kot (I.0,. lama) fits a simdtmawdy m won side of the hater Is placed poe p such o Ism rot to dwnWe or sshab Me poe an W C,4 its sYigrimant and "* Each bpm aw be oaoughly arni- 7. fa pavement pataies shoe, Pared aeon sen stadad wind by mechankaf ft**g ban I#' mmafW shoo be *'awing ST -12 h Mk desgn mmud. prapwty cwvwod to N -*a Purr to proceeding. CRYO 2. Bwktat for taiss po.. FABLE "A" Por and atmgs .sw be mbew m acadaun with Me amraat ASW epec;6a than D-232!. Daly arae i and N eabdment mataba Who, on Poe Lane my be taspeaw samwe *Mh on, poo ma wafer Roods ad,'ting shot at be used for bakkP<Y caminno ion tem Amble ppa. The bedlmg and hwmching shag be had pAmW to the Spelt ane a me pipe and INopwty Carpostad far ease, maI4 acs t bedding is mggvd kr beddhg ad hauxAty pare .shot be taw of to dita'ocok me P& Re rwmal" bmw h the ppe tore &W he hod placed and cmpocled h hits not to excest &0" owbasess bakes material eta* be property cepa ah to sNhyme pNx M proanst ag The fdlowlna a shael apply for trench widths_ PIPE q. IN GREATEST TAMPING CLASS I REDOING DIMENSION ,x OR SLURRY 1.0' or less 1.0' wider 4.0 wider of deee;>,m kat°;* and kqw ",tone, exreesmg both antes both sides 1.0' up to 20' 1.0' wider 6.0" wider mo ooh sides both s1 ase 2.0' 1.5' wider 1.0' wider ar more both sides both sides nonan Sara 1— Jan - q. ST-IIKv V) a ncEunra: ST -12"N ,x S &a*& mead Mons Ma Ase mare shot be fife Is Sara x..e WE 6/2/99 of deee;>,m kat°;* and kqw ",tone, exreesmg STANDARD ®/2/sa `""n' Sara AO" h greatest dinenska and shot be aacat' N not worn. mo IXfY OF to exceed one, fart (10' kms) hates and each top, TRENCH BACKFILL scare 4 shot be Mcraory canpwled by ons,60 o-0 twoo AND COMPACTION m'fle wT� D7 REQUIREMENTS a,nsm W C,4 a•T "" ST -11 ® CRYO ST -12 U N z f— CALIPOFINIA z WW caw (FOR TRENCHES o, IN �iHE ROAmDi O LJ Ld m Standard curb & gutter m NOTES 1, Paatrnent Shap be Tpe 3 ovIkit March, (AC.) mee0sg the repubemmno of Secem 39 of Me State of Canhsmle Apahoent of &angwtatim, SMrt*ed .gawffnctims, 'Wooed catreR edRim, mless othereue rowNva' by the CRy £mjn,e. 2 Aggregate bass sharp be aria I to baa cm6miny to Sedko 26 of the Sore Stmdnod .�Oea&stroma 3 SbucMro session, fa ap epee, sharp be ftWed udig koffic Raves h ocadmse with the pmmkn of Seslkn 531.2 of the &hdvwkn and £oghexbvg Do* mmud. 4. Sas" test data and ro the desgn connotation shop be Aorklo d by o snit testes bboratay report to be ,'gad and saW by a ffmaW engbee. 5 Megnom AX hosanna, k to be 02' Ipe 3 04ow Aggvpate Rae a to be 04: 6. A safety War of R2 dap be wprw h parmnent C.Ukliau 3 A*Wt Concrete & A canpoction of 90R Men be abtehed kr a mhwxan of &0" talar Me Gm*g Pima Depth 'T" shd be h amkmarse No the kdawing lotto: ' 30 - 50 11 95-6.5 15' 7.0 - 60 2.0' 85nomae 2.5' 9. hr Asphalt Posing Notes sae Stmdad _Wtof NWdme kcated M The Sbbd' 0asip Magid. m STANDARD 1— Jan - q. STRUCTURAL V) a a' PAVEMENT d Is Sara x..e m SECTION N u Y, - 19 OF 23 LO worn. an IXfY OF 5T-13 Q 4 CALFO 4 w v W D7 uc %W%S arnmDAW W C,4 12" TYP ALL EDGES #4 ® 18- OC BOTH WAYS NATIVE 'SOIL - COMPACTED T0. 95% REL. DENSITY G,1-ie,2a sEp Tj C .mom.. 4 m os i?y€ aro V OyV GwpiO=POeU t DATE: 08-14-2018 JOB N0: 214318001 R(1.IFfTN(A ---- U 1 1— ORIGINAL SCALE SHOWN IS q. ONE INCH.ADJUST SCALE FOR V) REDUCED OR ENLARGED PIANS. a' w d L) m N W � 19 OF 23 LO an LLI J Q 4 w v W W C,4 Ld 0` O w ELS U. ® Lal U N z f— N z WW caw O LJ Ld m o Q m Q , L, U N F— O r d U q v o F- m r 0 my t°IV 1�A4 QmQm � N� �Faa� 1 t7 ^<m0�� O V12/ �GpLL��Q >.�.. (Vyp �:5�rn3 g ��\J �'cd �- 'I�✓: • W O /L/C�L a DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 6 70415 -1 DATE: 08-14-2018 JOB N0: 214318001 R(1.IFfTN(A ---- U 1 ORIGINAL SCALE SHOWN IS q. ONE INCH.ADJUST SCALE FOR REDUCED OR ENLARGED PIANS. a' SHEET `7 d L) m N 19 OF 23 an I mom = FWiS!!®GWJE IU(09A1 1 iT^'0 E 1 L I. P4EH CROENW, WES. ROADMY5 OR ANY ODER HAFV WA4E, •�� �'�"-- - � � � � $ �. �• � � ALL ELELHREAL MRM AND WATT LINES SHALL OE INSTALLED 2S' WATER-FRG�TEGTION UNIT (o.7w DEEP, IN A 56 EOLU 40 PIG SLEVE OLEEVE SHALL E 2 a ( --- FIN'!SHED GRADE T� DIAMETER OF60IDUIT I FIFIN6. All. ELZOIRLAL CV"IT (0.45 m} � > SHALL HAVE PMIN, DIA FOR TIO VOLT& AND 2'HIN. DIA. FOR LOW � �:� \ r + - } _ IS Mi)I gee <�R°'. VOLTAGE. � CITY 5TANDARDS SHEET L-3 DETAIL H PI ' o '^ 2. HIM 11E RrNMIRD MA%IGOM IFRIOAiION SYSTEM S BAR 1PY=N FACE IRRSAliGk wNWCL �{- ' ROADAAY I HARDSCA?E Y 9 A� `" 4 5 MINA :T ' .5' MIN. ^#G7FItD,TI£MAXIfAM CA&E NWT HOT CONE INTO CpFITAM7 ATThESC+AkK WRf9 NGRYIE MAW O - SLEEVE �I i045tn1 5° ppH THE PONIES SUPPLY OR VALVE WIRNS LOCATE THE MAKb rtlg:. &4a ED Afi9TNm aT y�, A STREET __ FINISFPD y�_ d Y TAM CABLE TEAR THE MAN LINE AT A R O'CLOCK PCFvITION, O' ATE 5 AT ✓!�" o '�, R'6Ni-OF-WAY ONLY a� �� � REQUIRED GN ,ALL A55EMBLIES IGLA1Ei 5 A N ��l/� 15 (045 BEHIND I: °ted A' Doi 5, IF MORETHANOP.E LAN. IS IN5TA= PER TRENOI ;PADVVE 3G'Ct YK 3j� - RGHPOF-WAY?INE-.--CODSTIPFN5 L,,ISMIN C0'.+:n)A00VE IYMM: CONCRETE € �. AS' iO.SNt1 HORIZONTAL ANO YM MAL 5EPARATTON: ,y\ ,O45m _ SLAB fo.a5mij SLAP, PLAN " m a o 4. ALL PV05MVENi[6LIEJ SNCL M WIN(flRM is �p MAINLINE <<�.. EACKFILL "�,,,. ,_. o�� _ E2 IRDWIRED OR MAIN GW ONLY). \ e 5, LANDSCAPE PND WIWI% lHKOYENIOT5 NITHIN Tib: y.I r bA'{ISOrm7 DEDICATED STREET ROMTOF-WAY MAY REdARE AN OPEN ^ o -IffW CANGR-TE f� T. 4MOK MCMI OTT ENNEERMS WARrMMr em ItY {O MV� NNOIP ARMY �i 4O' (OirtU-&I..Ka ERUM5rG c 6.W£RE OP@197Tffk'TCAA'5 hREtltdYJg7 TO hffTAI VAROIS .._ _ ,C�1,'i RIW51iED GRADE _ " FROM WRIER TO RItii`.YLS IeATIOi LME ANPlOR Y&RCZ, ALL STREET PASCNINS NUHeIW - FETR .,^ 6AI-VANIZED PiPiNSt FITTINGS THE CITY R16M-OF-NAY N04 BE IN ACCORDANCE NITH C" (ti, EL GTFLIGAL GONdJIi 1.0ADWAY / HAR CAW- R (TfPICAL Win) STANDARD ST -12 OR AS DIRECTED BY THE QTY END 4M � o� ORS/ oDID x ALL I�IOATiOd LATCRALLINES SPALL E GLA -16200 PVC. nmF rDms s ` - h .- i� A55EMEP PPdE55URE BAGKPLOW IF A LATERAL LIF$ IS LOCATED JIM AHAND 'AFMFACE, In z \ ASSEMBLY (GPOate thm 2.0" (SOmm) Dia) 5OE2AE 40 PVC 15 RMMD. "Fae NOTES: NOTES 8. NO TIM pa A CHANCE IN ?17WDMffCTkM', All. IRRIGATION VRF 1. MEN CRO-a51NG UNDER ROADYUS OR ANY OTHER HARD S.7PKE, i. E%CE4T K IAfiD, ALL F#'kM AND fl1itNS55fULl EE MAN LIKS LARGER THAN 20' f50mg1 IN DIAMETER MM5%ft All. ELECTRICAL WAS AND WATi'R LIM SHALL E INSTALLED 25' 6%VANI=vNUeS APPROvi3� BY TM LINER:NAL BE SEGk FD' NITH 14ftr MOONS IN SWILL f0laTIl MEN, IN A SCREPAi 40 PVC RZI/E SEM SHALL BE 2 TINES � .'-\ MOMATKKi AND PARKS DIRECTOR MANGE YBTN MAKPALNFES TION AND DIAFEBL Of CONDUIT 1 PIPIN5, ALL ELEGTWAL COFDIAT 5HAil WE 2' o1A. LESS BR4%FIttiN55 /NIPPLES 3. L iFLOH PIPE TAPE ON ALL THREADED .X+MT50R AS DIftC-LIffi BYTIE REGRFATDN AND PARKS DIRECTOR I' MIN. DMA FOR AO VOLTS AND 2' MIN. DIA. F� LUW VIX.YK%.\T_BAGKFILL WILL E UTHONS pPFROyfir EOUpL BY THE RECREATION AND PIYRKS DIRECTOR. SEE CITY STANDARD SHEET L-5 FOR TNMT MOON DETA4. .. NOr %ANSES, - 2. SCENTS SHALL Exim'D IO' (OSn7 EEYOMJ 4141.RSGARE ON ALL EFYJS 9. ALL IRRGAnOt MAINLItE5 zD" 150,rirJ IN DIAHEIER NA ®.LATERAL LANE iT 1 ` VAURS BALL / 3. Adt MAt£RALS SHALL E NB4 AND EPEE FROM IM}tTTJ'EGTIIX>"a L� SHAL,T�. ,E�.,°.k1AEDd.E 40 PVL.. IRRSA'RpN MPJtLINES GREATER 5, Y FISSURE AN "IN THE DEDICATED LECK N VT)' CONDI YALIES O. THAN 2v ENCIV,U IN 5HALL E TITE PVC, °5ORME 4O' O'2 MAY REaARE AN OPEN 57REf PERMIT. CFELK WiTN LIP/ %' -..-CCWMIIT \PIPING BRAS FIT NES LO' (05m/ 4. EE NfiROVPD M6ARO1 FL AM AID APPROVED 521AL BY THE WFIE ," AIA PARC5 VFMCTGR. EN&NEE RINSL�ARTMENT FOR REOIIREICM :/N t NIPPLES ABOVE 416&T / FINISHED LEGENDS FOR SPECIFIC MODEL. RKEFS, SIZE, OUANTRY,, N b. ANY AND ALL Gbh° 5 SHALL A°PROvtb SY THE I@'GREA'490N r SHW ERnDE- ro' (o9mJ� 4. N�2E OPBI5TREET =5 ARE REtkHRED TO INSTALL VARIES � � SFRINKL� HEM J RAM -L MANFACI> ,AIA F'CRfCM2MANGC pcTdA'RENffNTS. � S AND PARKS DIRECTOR PRIOR TO IMPiki ENTATION IRRSATION LINENS AIDIOR HIRES, ALL 57RMT PATWN5 HTHIN ,. , (FV604.Y7 R THE CITY RGHTAF�UY SHALL E IN ACCORDANCE WITH att S. ALL MICTED N FRFs EDLLE 40 F PIPE TO PVC FIFE SHALL II, ALL. IPAOA71ON INSTALLATION SHALL E IN ACCORDANCE YUTFI 5 MIN. i C � 19 kiH I r � WffN S',i�H� 40 FEMALE ADAPTBi OR Fes, LAp o SAUKF'1L T cormSTA STANDARD 5T-2 A5 DIRECTED BY THE Gift ENCiIEER, AF GIOV52 G CITY St COM, THEW LATEST M RECON EDITIONMA11 Gf SE ITION nx€ , - ST -O itas ro crn,RaroARo SLEEVES (�� PPPROJID EOUW. by PE RELREA11oN AND PARKo DR.RCTOR PUINBU H GPOE, MA D SPFu�CATION ,AND AS N&,EGTNON h 4T-15.5 cAt'IRM55PEc5. 5. ANY AMD ALL DRECTOR FIN SHALL DE APPROVED 81' LME RECREATION ZO OF 11E STANDARD SPECIFlCATIOtS, AND A5 DIREGTEP BY THE .. FOR SN.Nt Fpz xRFAce 1R5An Err cR AND PARKS DlRTLtOR PRIOR TO iM{iEFffATAnON. ✓A (' - 6. ASA° (FOR T}NLK REINFORCED CONCRETE SLAB LS RECREATION AND PARKS Mq%T� 1 fEba o05' (i5k As OR�iil BY nff 6. ALL HEGTRGAL INSTALLATION SMALL E IN AUARDAGE WITH. ! Y FEMALE R&YJIRETi FOR W.I. WATER PPO1ECr1oN DEVICES MRUMM - 12. ALL MATERIAL USED GULL- 315 MIN AND NES FROM I T10M,, ° B' DRecTOR. AND PASS GIIY STANDARDS MWA(- M2CR5 ATIONS, SECTION £ ' Y D' INIONS ADAPfGST GLEAlZ4kE S.IAy1 P.E 15'(0.45W 0N ALL SIDE 4f TIff LS. SEE APPROVED LAW%AM AND RRRIGATIOA PLANS AND LE5EID5 A1TSA. LIME- 20 OF Tiff 5TANDARD WMIFiCATION5,, Ali? AS DIRECTED BY THE .rt DEVICE AND AS ORECTED BY TIE RECREATION AND PARKS FOR. SFfGF10MODE1 N!AMER SIZE, lk1AVTHTY, MPoWFAGiVRF.R, , FS.ALE iRGOAnoN CtFnRCL RECREATION AND PARK5 DIRECTOR. £) THPoGr3L �'^„ MC -TOR, SE OTY STANDARD J, SHIEr L-4 v raPfS!EAa T"E MAk T. ALL MATERIAL USED SHALL E 104 AND FREE FROM IbPERFPLTI 10 LPG T. ALL IRRIGATION INSTALLATION SHALL E IN ALCCRDANCE MTH AND FEIVOWHANCE 5E2MMRXIS At) r.4 m AT 8. ALL ELECTRICAL INSTALLATIONS ADMH PINK& OR C \ ' CFY STANDARDS. THE LATEST A"OTED EDITION OF THE o OPER NEMS INE MAINllNE 1001271N1CRVA5 - Z I4 14i W16ACO PPI CR.RCONMAY LIE TRENCH. ATLIEa OYAIYK I.CGAIE WNF5. AT rt PAFXMY5 SHALL BE INSPECTED BY PIPI.IG NDRKS .' '�' '..,.' UNPORMN1RieIN6 CGDE, WSPACTL48R5 ATION, MhAX!RRI6ATION PPNFYa OR CONTROL LINE TRETTLH. Po51iWN. SG'G:X.K POSTunr ELETRIC% SJPERWN. l .., "<- >ALVANIZE SECTION 30 OF THE STANDARD SM6FNATIOM, AFA AS MULTIPLE LINES A. NO OTHER CONDUIT OR PIPINS MAY E ALLOWED HUHN ELEGIRIC% �N' � I� \ / ✓Af PMCTW BY THE RATION PIA PARK5 PIWTO2. ® OR CONTROL LIFE TRENCH. MNS�t Ki E'AGKfLOW AS5EhBLY TO VALVES \�:l (2.0" (5omm) and less) 6. ANY ASD ALL CHANCES B'wL E MfftAVID BY THE CATION AND FARK5 DMOTOR WOM INFUM' XTTCK ` y� CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR POTABLE 9 TRENCHING, AND BACKFILL TRENCIENG, SLEEVING, AND BACKFILL WATER PROTECTION STANDARD STANDARD STANDARD o '�. PLAN NO.2 PLANNO. 3 IN, AN NO. D8 ov L Aegmven sce xxxa nnrr. L-2 D8 vgvTa� onlrr L`3 D8 or_14 xono x x L-`tO (FIR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) LLJ V) En L) O J NOTES: MYSOL TOP MOUNT MSTNVNI 2a {Sa�XV VIA STAINLESS STEEL. (( (PRf3::ME TRFAIFD)toDSe rotE PINE. nmovc FAfrtRr ~ ELI g TRE STW5 FROM ALL P,.ANT MAHRVN. DELWPRD TO 1M ENCLOSURE -� ___.., AUTOMATIC --'� �i �J MWMTNTE,wD A5TALL N54 HISS 5TAM5 W O ® ° 3 9. Ca51l6LT Rad➢ A5 MWMD TO YEURE PLANTS STAAILDY AUTOMATIC -- e CONTROLLER �� a cowrlwTHal MTAU ATW C? m Q ?- � w WALL TRIED ALONG 4. r tRE f/JR1D CR M`t'ROYiD EObk IS FEONRFD APpRA TOPMOUNTc1 OP PUINrEx ALL T�PLAWIN LAWN x' Z Q GOMROLLfiR. �I, a'NOamnJ I SOHTROLLERSTEEL EEANI fSfUI 5. RGN EMLNSFWR W, RAMltINFA0E RAM IRRKIS Q -1 0 Q v CONTROLLER CONTROLLER-r,..� SA'n.SnJ aet�FRJM axY HARD SRFA�FLP[S0A�19t Y Lj O � C -i (CSA)INGLUDES CFI& ENGL05UtE I, -DErarez vAracs � Pranux ALa+S>fE�ar�vw:PxE. � (]] W CJ la -I R® 3 PPLLAACCIARRGS TRIPS WITH Fs. ix LRE i€AR T 2 wuAM3 Z z z w II i I- TAH� ETI CALLi !ON 3- TAaXs FIR 5 SA.. AL.4 Q W Ld Q a a.a` (a.isrc O II MIN. • b-TABLEK PER 20(Oh b6U FINISH e ) *, ROOT N-NDR WA0'(a,6FUM% < Q o GRACE m t WALL AXT SAQwev 1..vw'nAa [tvATiaNs FROM THIS eTAwx�Rw.L Q m ,; / Y l FFOvI')D BY TRI RECPFAroN AHD PARAS PMOTOR - PMELS FER GRAM e� u� ~`i ;.ya . •. L. MAMFALATION5 i� FI.ANTiFfi TABLETS C6.I All LANDSCAPE M5TA1OT1 GALA E IN ACCORDANCE MTH O V g 1 ' DIREC-RURIAL EPEEIFILAD@5 T L (s NmEa) w�� � t+«oaps,9vAna+. AND srzndT _ U NO CONTROL WIRES N. ALL MATERIAL LSE➢ 5HAU X WEN AND FAB FROM IHIMPP CTiO S TO CONTROL SIDE VIEW HI TREE PLANTING WITH ROOT6DA_p g o b. SE AFPRlJV® LAW O4MAIRRIGAVON RAMS FOR VALVES. SFvz MODEL NAeiR5, 5M MARFACnwK AND U a 120 -VOLT 5ERVIGE -� MONFORVWX MiX48SNT5. IN CONDUIT.PVC LONG SHEEP ELL - II. ADD 2- a DUEIE CUT HOOD GNP MATERIA4 FROM VT's _ C ) 6RE<4N4A91E FAVLITY OR MW+OJED EOJW.. F- FRONT VIEW SIZE AS REQUIRED, o m MODEL 515-2255 I ..-. tylia vlREcr;oN M g, w� (STRONG COX BY WIT PROGUGT5r�W ++ � • E am D OR APPROVED EQUAL. d _ TRtr T FOR IRP%I&ATION CONTROLLER ENGL05URE l._'. "�` "r° IT Esraees ,`y jam/{]/'��A /�yy'� R'o',g ... .. wGkDIR TRIS nE H242i 0FE aRP[Mv �✓ �_ /�1 (( sof i"/wd/f1/ N ®d ° \J® cqc� gLL 0a L _ �SAkE(5)2 -mFER STAKE (3 TIES A„EEDF9) .I STAKE LOCA?IbN ') {Tis FF// '(1®d' I uGT NOTES: a (SSS 1107E u2 AND MAL JI) _..5rftla / •[/i( i I ® � c) TFM&& R is1. UE %NnEE W PVC LOPLUIT WITS AN ENGL(F•.ED 5. ALL N2RI6A¶ON NST%LAtkNH 5iA71. E IX ACGORDAFYE MI}i / FLR t�F OW.T ^ 2. C,OWiTR1YT OS' (15Drtan) TACK, aA% "B' CaNCARETE SLAB A5 GITe STANDARD'', THE LATEST EDITION GP THE C%IFORWA RUMIN H 'T (F5. / PAPER 5 N M:AN � F'^ M ��� CL CL Q ^ o REp M TO RECEYE THE TEO$TAL MONTED IRRIWICH Cam4l. COVE,AFD MANJFP41tRER5 RECAMMEhDAT SECTION 20 LP 40' ERM Fo- THE 5TANDARD MEOMCATIW5, ANA AS DIRECTED BY TME I NAacmf DESIGN ENGINEER: °- DEWRCOMPACT 08' H5Cttm} BASE NC ETE SIMTPlE ,< DENSITY PRIOR TO PLACEMENT OF CONCRETE GAB. T6CREATION AHA PARRS ➢RECTOR %, GRO'rdi�tRff TO BE f lr KEVIN BERRYHLL L b. ALL MA'TERAL5 SHALL SE MIN AND FROM DEFECTS. 3. ALL RWGATiCM LONjPRX?LLDR Ed4LO-.£RE5 SNAL). E TOP FY.IFlT, 4LICENSE N0: 05• f5'nml AB?YE Ps. OF A VANDAL AID MATHER RE516TANr NATURE, MPN.FACTUMD T STs APPROVED LAND54APE I IiM&ATICN PLANS o Ali tnMOSMgHT) HnN5 TA L1Y 70415 0 RWIBAL ISI MLY OF 506.6RALE STAINLESS STEEL ASD LEO@D5 FOR SPECIFIC MXEL 04WO 5122 - OEE NOT W o OIANVTE5,, MAPA4TLTER5 AND FBRFORMANCE Fg ,..-(Srrrrc rA; DRAFTED BY: CHECKED BY: m 4. fam CONCRETE BASE-8°MNL TEL . EATEN➢ CONCRETE B• RRVIR NLS. !\ ' M BEYOND ana DIR�514RS OF ENCLOS M 4 TH V2Ri SLOPE S ANY AND ALL C"IOE5 FROM THIS 5TAIDARO SHALL BE / PAD M J8 OF CONSTRICT OL REPROVED fiY THE REtREATIOFi AND PARKS DIRECTOR PRIQt �,_� ax wIDTN NAIStMt&D RILL ' wi -^-� DATE: 08-14-2018 TO AM TIM IOlL ��FM-- - OF RaDTaW.L KN 'TYPICAL SHRUB JOB NO: 214318001 II STAKING DETAIL j��tdTIN6�T ETAI� � PROJECT N0; ---- 9 CITY OF BAKERSFIELD REVISIONS CITY CHF BAKERSFIELII REVISIONS PHASE: b 1. DETAILS FOR TOP MOUNT, STAINLESS STEEL DETAIL FOR TREE AND ORIGINAL SCALE SHOWN IS � CONTROLLER ENCLOSURE SHRUB PLANTING ONE INCH. ADJUST SCALE FDR REDUCED OR ENLARGED PLANS.v STANDARD STANDARD - 4 PLAN NO, PLAN NO/ SHEET DVQ / DS or _ mNnvv ecexxxxx L- D8 on _ neenoveu a: sxxxx aANt L -I0 F (FOR REPAIRS AND REPLACEMENTS) AND REPLACEMENTS) CITY RECORl7 No. 20 OF 23