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HomeMy WebLinkAbout6.1-1832Know whaPs below. Call before you dig. WARNING POWER LINES OVERHEAD TBM Al ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "Al ELEVATION = 363.45 FEET (NAND 88). CITY OO F = rul 01*EA. FIELD DEPARTMENT OO F' ` ` ATER RESOURCES TCP M/T/GA T/ON PROJECT AT WELL SITE CBK-29 STORM DRAIN PLA, 11500 BR/MHALL ROAD BAKERSFIELD, CALIFORNIA RIMY N TION VICINITY MAP 11500 BRIMHALL RD. LOCATION MAP NOT TO SCALE QUANTITIES TABLE 18" RCP SHEET INDEX SHEET NO. SHEET DESCRIPTION GENERAL 1_� `� P 1 G1 COVER 2 G2 LEGEND & ABRREVIATIONS 3 G3 GENERAL NOTES 4 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL 6 C1 HORIZONTAL CONTROL PLAN 7 C2 DEMOLITION & EROSION CONTROL PLAN 8 C3 SITE & GRADING PLAN 9 C4 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 D7 COB STREET DETAILS 20 D8 COB LANDSCAPE DETAILS ELECTRICAL 21 ED ELECTRICAL DETAILS 22 El ELECTRICAL SINGLE LINE DIAGRAM 23 E2 ELECTRICAL SITE PLAN TBM Al ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "Al ELEVATION = 363.45 FEET (NAND 88). CITY OO F = rul 01*EA. FIELD DEPARTMENT OO F' ` ` ATER RESOURCES TCP M/T/GA T/ON PROJECT AT WELL SITE CBK-29 STORM DRAIN PLA, 11500 BR/MHALL ROAD BAKERSFIELD, CALIFORNIA RIMY N TION VICINITY MAP 11500 BRIMHALL RD. LOCATION MAP NOT TO SCALE QUANTITIES TABLE 18" RCP 1,074 LF 48" MH 3 EA I PROJECT 6.1-1832 STATE OF CALIFORNIA NOTE THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.• C1,4,Y 7 A NOTE.• THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCAVATION. 70415 CO YRI HTCO HT 20 & PRITCHARD FNgINFERING GROU INC ALL RIGHTS RESERVED The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable Property rights in these plans. These pans are not to be reproduced, changed, or copied m any form or manner whatsoever, nor are they to be assigned to o third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Ines legal fees associated with defending and enforcing these rights. PROVOST& PRITCHARD • •I An Employee Owned Company 1800 30th STREET, SUITE 280 BAKERSFIELD, CALIFORNIA 93,101 651/516-5900 FAX 661/616-5890 www.ppeng.com APPROVED BY. JL g ART CHIANELLO, R.C.E. 70491, EXPIRES 9-30-18 WATER RESOURCES MANAGER 1_� `� P �� 1i`; NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-18 PUBLIC WORKS DIRECTOR 5 � P 9' z6 `/8 STUART J. PATTESON, R.C.E. 44898, EXPIRES 3-31-20 raa ASSISTANT PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY, F/2J// r TCP MITIGATION PROJECT NO 1 AN Job NO.: 2143-18-001 AT WELL SITE CBK-29 OF File Path: G:\WM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBK029\GENERAL 28 File Name. G1 COVEI BAKERSFIELD, CALIFORNIA SHEETS M 7 W ABBREVIATIONS AB RE NFORCED AGGREGATE BASE HDPE. HIGH DENSITY POLYETHYLENE STWL STILLING WELL I INETYPES UNETYPE EP EDGE OF PAVEMENT RD DESCRIPTION AC ASPHALT CONCRETE HDR HEADER (T) THREADED EXISTING EQUIV NEW RE ACP ASBESTOS -CEMENT PIPE HDW HEADWALL T THREAD REQUIREDT; N3 z EUC WATER LEVEL AD ALUMINUM DISK HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM REV REVISION Z EW AGG AGGREGATE HORIZ HORIZONTAL TB TOP OF BANK EXPOSED RGS RIGID GALVANIZED STEEL U BARRICADE AH AHEAD HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK F&I FURNISH &INSTALL RR RAILROAD CONTOUR (DEPRESSION) ALT ALTERNATE HP GAS HIGH PRESSURE GAS TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION RTU REMOTE TERMINAL UNIT AP ANGLE POINT HIPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT" `---_.__11ym...__ ______.. 123 CONTOUR (MAJOR) APPROX APPROXIMATE HR HANDRAIL TDI TENSILE DUCTILE IRON __--__-- _. ___......,_,_. ------ SLIP CONTOUR (MINOR) APN ASSESSORS PARCEL NUMBER H/T HUB & TACK TELE TELEPHONE FLANGE SCH SCHEDULE ARV AIR RELIEF VALVE HWL HIGH WATER LEVEL TF TOP OF FOOTING .._._. .._...... ._..._- _-__ _....m _. _ FORCE MAIN SO STORM DRAIN EMBANKMENT TOE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HYDRO HYDROPNEUMATIC TFC TOP FACE OF CURB ------ ._.. _. _. __ _ _ .__..__. FRP FIBER REINFORCED POLYESTER PIPE SEC EMBANKMENT TOP AV AIR VENT ID INSIDE DIAMETER TG TOP OF GRATE - - - - FT FOOT/FEET FENCE (BLOCK WALL) AVE AVENUE IN INCH TH THREAD - - - -- - - FW_ FACE OF WALL AWWA AMERICAN WATER WORKS ASSOCIATION INV INVERT TL TOP OF LINING SPNDL SPINDLE FENCE (CHAIN LINK) BAR BARRIER IP IRON PIPE TOE TOE OF SLOPE GALVANIZED SS SANITARY SEWER 13 FENCE (WOOD) BC BEGIN CURVE IRR IRRIGATION TOP TOP OF SLOPE GM GAS METER SSMH SANITARY SEWER MANHOLE, - BD BRASS DISK JP JUNCTION POLE TP TOP OF PIPE VALVE —X --X— x GRAVEL x FENCE (WIRE) BFP BACKFLOW PREVENTER LBS POUNDS TP TELEPHONE POLE GSV GAS VALVE STP BFV BLOCK FLOW VALVE LC LENGTH OF CURVE TR TELEPHONE RISER SF SF FENCE (SILT) BK BACK _CW LONG CRESTED WEIR TRR TELCO RISER - SWALE GATE SWING BLDG BUILDING LF LINEAR FEET TRANS TRANSFORMER- GRADE BREAK BLF BLOWOFF LG LONG TRFC TRAFFIC BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE _-o--__----_.c_____--o ------- -moo GUARDRAIL BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX 1"'""--"-1i RAILROAD BVC BEGIN VERTICAL CURVATURE MB MAILBOX TTW TREATMENT TO WASTE - - - - - - - - - - - _ RETAINING WALL BW BACK OF WALK MCC MOTOR CONTROL CENTER ( IC BW_ BACK OF WALL MFR MANUFACTURER TWL) TOP WALL --- - - -------""""' SWALE CENTERLINE BWR BARB WARE MH MANHOLE UG UNDERGROUND SWALE W/FLOW ARROWS C, CONC CONCRETE MIN MINIMUM UP UTILITY POLE CA CALIFORNIA MISC MISCELLANEOUS UT UTILITY--- - - - WATER (LAKE/POND) CAB CABINET MJ MECHANICAL JOINT U/S UPSTREAM _ _ __ ___. __ .,_ __ _ __. _. - - - - - _ _ _ _ _ WATER (MARSH/SWAMP) CB CATCH BASIN MN MAG NAIL VCP VERIFIED CLAY PIPE - XX" C/C CBL CABLE MP MEDIUM PRESSURE GAS LINE VERT VERTICAL -_---"---"" C/c COMPUTER/COMM. (BURIED) CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VG VALLEY GUTTER __ __ E XX" ELEC (AERIAL) ELECTRIC (AERIAL) CHK CHECK MRKR MARKER VLT VAULT XX" ELEC (BURIED) CHLK CHAIN LINK MS MILD STEEL VLV VALVE E(v) E(p) ELECTRIC (BURIED) CI CAST IRON N NORTH (W) WEST --Fo- XX" FO FIBER-OPTIC CIP CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUM W WATER XX" GAS CIPCP CAST -IN-PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WL WATER LINE G(P) ---- c(P) GAS CL CLASS NG NATURAL GROUNDXX" WM WATER METER IRR IRR IRRIGATION CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WS WATER SERVICE), XX" OIL ¢ CENTERLINE NIC NOT IN CONTRACT WV WATER VALVE "-- OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD WW WASTE WATERXX" SS SANITARY SEWER CLR CLEAR, CLEARANCE NTS NOT TO SCALE /")") W WITH XX" FM CMLC CEMENT MORTAR LINED & COATED OC ON CENTER W/0 WITHOUT FM--XX" SANITARY SEWER FORCE MAIN CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER - - - - - - - - - - - ---- ---- XX" SANITARY SEWER LATERAL CN CONCRETE NAIL OH OVERHEAD XX" SI CNS COMPACTED NATIVE SOIL OP OPERATING S -- - SIGNAL INTERCONNECT (BURIED) CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION XX" STEAM STEAM CONT CONTINUOUS OF OVERHANG TOP XX" SD CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE -----------m(n)---- -----------SVCPm----------- STORM DRAINAGE COR CORNER - (P) PROPOSED - - -r XX" TELE (AERIAL) TELEPHONE (AERIAL) CORP CORPORATION PB PULL BOX XX" TELE (BURIED) COL COLUMN PC POINT OF CURVATURE KM ?IV1 XX" TV (AERIAL) TELEPHONE (BURIED) COUP COUPLING PCC POINT OF COMPOUND CURVATURE -_TV TELEVISION (AERIAL LINE) CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE XX" TV (BURIED) CR CROWN PE PERMANENT EASEMENT —"-- --Tv TELEVISION BURIED LINE) CU CUBIC PER PERIMETER w(a) w(c)— W(p) 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 DI DRP INLET PNL PANEL - - - - - - - - - - - - - - - - - - - ------------------' MEANDER LINE DIA, 0 DIAMETER POC POINT ON CURVE - - - - PROPERTY LINE DIM DIMENSION POL POINT ON LINE - - - - - - RESERVATION/PARK/FOREST DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLE - - - - -- - ------------- RIGHT-OF-WAY DW DRIVEWAY PRC POINT OF REVERSE CURVATURE RELINQUISH ACCESS LINE DWG DRAWING PRV PRESSURE REDUCING VALVE NG, EAST PSF POUNDS PER SQUARE FOOT - - -- SECTION LINE F) A EACH PSI POUNDS PER SQUARE INCH - - - - STATE/COUNTY/CORPORATE LIMIT EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE REVISION CLOUD EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATUREW_ " SAWCUT LINE EG EXISTING GRADE PVMT PAVEMENT INTERIOR LOT LINES EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE -- ---- ELC 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 CONCRETE PIPE AGGREGATE AC PAVEMENT CONCRETE PAVING CONCRETE LINING (PLAN VIEW) EARTH RIP RAP SAND `7 HWL= XXX.XX GRATING (E) XX XXX.XX XX XXX.XX EXPANDED METAL SYMBOL EXISTING NEW M M SHT HIGH WATER LINE SPOT ELEVATION SECTION VIEW O DETAIL NUMBER SHEET NUMBER I 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 [NW,Wk' CONSTRUCTION CALLOUT DETAIL CALLOUT LINE BREAK PIPE END (SCHEMATIC) PIPE END EMBANKMENT ARROW 6.1-1832 LLI EOL END OF UNE RCP I EXISTING EP EDGE OF PAVEMENT RD RELATIVE DENSITY �N� E W EPB ELECTRIC PULL BOX RD ROAD LLJ EQUIV EQUIVALENT RE REFERENCE aG " ESMT EASEMENT READ REQUIREDT; N3 z EUC EUCALYPTUS RET RETURN w mm�� EVC END VERTICAL CURVE REV REVISION Z EW EACH WAY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE Y EXP EXPOSED RGS RIGID GALVANIZED STEEL U L� (F) FUTURE RP RADIUS POINT F&I FURNISH &INSTALL RR RAILROAD CL U FD FOUND RT RIGHT 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 SLIP FL FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE. FM FORCE MAIN SO STORM DRAIN �L FNC FENCE SDMH STORM DRAIN MANHOLE FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION t ;� FS FINISH SURFACE SERV SERVICE ,±t• FT FOOT/FEET SF SQUARE FEET FW FRONT OF WALK SP SERVICE POLE FW_ FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE GAL GALLON SO SQUARE GALV GALVANIZED SS SANITARY SEWER GB GRADE BREAK SS OR STS STAINLESS STEEL GM GAS METER SSMH SANITARY SEWER MANHOLE, - GPM GALLONS PER MINUTE STA STATION GRVL GRAVEL STD STL STANDARD STEELGS ,( F GAS GSV GAS VALVE STP STAND PIPE f' GUY GUY WARE STRC STRUCTURE GV GATE VALVE STRP STRIPING HD HEAD SWL SWALE AGGREGATE AC PAVEMENT CONCRETE PAVING CONCRETE LINING (PLAN VIEW) EARTH RIP RAP SAND `7 HWL= XXX.XX GRATING (E) XX XXX.XX XX XXX.XX EXPANDED METAL SYMBOL EXISTING NEW M M SHT HIGH WATER LINE SPOT ELEVATION SECTION VIEW O DETAIL NUMBER SHEET NUMBER I 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 [NW,Wk' CONSTRUCTION CALLOUT DETAIL CALLOUT LINE BREAK PIPE END (SCHEMATIC) PIPE END EMBANKMENT ARROW 6.1-1832 LLI � (n N w J J U � V) QT �N� E W 0 O E O LLJ y >U w �`` O_ Q U Ua�¢r W N3 z J a o • W -a= w mm�� U CD Z 0:! UJ H Y Q Y Q m U L� H= O H CL U U a W m Q Z W 0 W J KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 - JOB NO: 214318001 PROJECT NO: -- PHASE ORIGINAL SCALE SHOWN IS I a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. ^ iHEET V G ^ n ` 2 DE 23 Q C � K!x m$�m Nm ,O oQ5a V) QT �N� E E O 3fE. y >U w �`` 03 I ^^'' Emw� L.L� • W -a= a" CL m e KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 - JOB NO: 214318001 PROJECT NO: -- PHASE ORIGINAL SCALE SHOWN IS I a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. ^ iHEET V G ^ n ` 2 DE 23 Q C GENERAL 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY PIPING 1. PIPE MATERIALS STRUCTURE COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO PAVEMENT a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO UTILITY COMPACTION FROM HAUNCH TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES COMPACTION SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. OVEREX IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UNTIL THE CONTRACTOR HAS FIRST BEEN EXCAVATION EXCAVATION EXTENTS UP TO HAUNCH ON PROVIDED AN INQUIRY INTINUMBER FOR SUB -SURFACE -INSTALLATIONS AS SPECIFIED IN SECTION REMAINDER TO FG b ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH )FLANGED #5 BAR, W31 OR D31 MARE, AND SMALLER ODE. 4216 OF THE GOVERNMENT CODE. DESIGN WIND PRESSURE OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE ROOF TO WEATHER OR IN CONTACT WITH GROUND NOTED 2. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM SCARIFIED c)ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER SCARIFY PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS 90% GASKETED PIPE UNLESS OTHERWISE NOTED. 90% DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 0.402g d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC 3. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE FOLLOWING AGENCIES: of OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS 0.4289 1. CITY OF BAKERSFIELD SEISMIC IMPORTANCE FACTOR Is OTHERWISE NOTED. RECOMPACTED 2. CALIFORNIA WATER SERVICE CO. COMPACT e)ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING SEISMIC DESIGN CATEGORY 3. PG&E J TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. VARIES 4. SPECTRUM DESIGN BASE SHEAR VARIES p 5. AT&T VARIES f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. RESPONSE MODIFICATION FACTOR R 6. SOCAL GAS U ANALYSIS PROCEDURE ELF 7. ANY OTHER AGENCY GRANTING AN EASEMENT OR ADJACENT UTILITY PURVEYOR 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WITH SPECIFICATION 40 05 00, PARAGRAPH 2.19. ' DESIGN HIGH WATER LEVEL N/A THRUST BLOCKS WILL NOT BE ACCEPTABLE. 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNECTIONS SHALL BE KEPT IN CONSTANT SERVICE ACTIVE EFP 32 PCF DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK AT -REST EFP 43 PCF SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT CO PROCESS (GAC VESSELS) SHALL BE EQUIPPED WITH A LOCKOUT DEVICE: � - a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS O CAP OR EQUAL. b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE, ULINE, BRADY LOCKING COVER OR EQUAL. DEMOUTION W c)LOCKOUT DEVICE LABELS SHALL STATE 'CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO U OPENING THIS VALVE". 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, 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. OF BY THE CONTRACTOR. 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED WITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER, GAC VESSELS 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE (RESTRAINED MJ, FLANGE, ETC.). 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. 7, NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING BEING PLACED INTO SERVICE. DAMAGED DURING OFF-LOADING AND INSTALLATION. 8. WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE 3. INTERIOR LINING OF ALL VESSELS SHALL 8E INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. CONCRETE NOTES 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (WATER:CEMENT RATIO SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL NOT EXCEED 4 INCHES t1 INCH). THE CONCRETE SHALL BE PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: PAVING, SLABS, AND SIDEWALKS 3,000 PSI STRUCTURAL FOOTINGS 4,000 PSI ALL OTHER STRUCTURAL CONCRETE 4,000 PSI ' 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S DRAWNIGS FOR ANCHORING DEVICES. . 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING 1WTH 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 WITHIN 8 HOURS OF THE CONCRETE PLACEMENT ON ALL CONCRETE SLABS. PROVIDE CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES. 8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF WATER TO PREVENT PONDING. 9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. 10, ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO. LANDSCAPING 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. GENERAL NOTES 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 3. DIMENSIONS NOTED WITH AN ASTERISK "*" ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWINGS. 6. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. 8. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND ALL RESPONSIBILITY WITH RESPECT TO THE 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 WITH 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 RECOMMENDATIONS CRITERIA STRIPPING - STRUCTURE STRUCTURE PAVEMENT PAVEMENT UTILITY COMPACTION UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION COMPACTION DO NOT REUSE OVEREX OVEREX EXTENTS EXCAVATION EXCAVATION EXTENTS UP TO HAUNCH 2'_6" ABOVE PIPE REMAINDER TO FG COMPONENTS & CLADDING #5 BAR, W31 OR D31 MARE, AND SMALLER 2' PLUS 12" DESIGN WIND PRESSURE 12" ROOF TO WEATHER OR IN CONTACT WITH GROUND !11" 90% 1" SCARIFIED 5' BEYOND SCARIFY 2• BEYOND 90% 90% 90% SPECTRAL RESPONSE ACCELERATION S, 0.402g AND SPECTRAL RESPONSE COEFFICIENTS Sus AND of SPECTRAL RESPONSE COEFFICIENT Sal 0.4289 SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK RECOMPACTED SITE CLASS COMPACT rn N SEISMIC DESIGN CATEGORY D J LOADING CRITERIA REINFORCEMENT COVER 1. RISK CATEGORY OF BUILDING: IV 2. WIND LOAD: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL WIND IMPORTANCE FACTOR Iw ULTIMATE DESIGN WIND SPEED -_- 115 MPH U) w EXPOSURE - J � INTERNAL PRESSURE COEFFICIENT #6 - #18 BAR ..._.._.... COMPONENTS & CLADDING #5 BAR, W31 OR D31 MARE, AND SMALLER 1 1/2 DESIGN WIND PRESSURE _ ROOF TO WEATHER OR IN CONTACT WITH GROUND !11" WALL -_--_- 3. SEISMIC LOAD: 3/4 SPECTRAL RESPONSE ACCELERATION S. 1.062g SPECTRAL RESPONSE ACCELERATION S, 0.402g SPECTRAL RESPONSE COEFFICIENTS Sus 0.761g of SPECTRAL RESPONSE COEFFICIENT Sal 0.4289 SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SITE CLASS D rn N SEISMIC DESIGN CATEGORY D J SEISMIC FORCE RESISTING SYSTEM VARIES o DESIGN BASE SHEAR VARIES p SEISMIC RESPONSE COEFFICIENT C. VARIES W RESPONSE MODIFICATION FACTOR R VARIES U ANALYSIS PROCEDURE ELF 4. WATER LOAD: of DESIGN HIGH WATER LEVEL N/A 5. EARTH LOADS: ACTIVE EFP 32 PCF AT -REST EFP 43 PCF PASSIVE EFP 410 PCF SOIL AND FOUNDATION NOTES 1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE INTO PROPERLY COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL CONDITIONS, THE OWNER MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFIED AS "SILTY SAND 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 3/7/2018 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 WIND 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 SHOWN ABOVE, NOTIFY THE ENGINEER OF RECORD IMMEDIATELY. 6. NOTIFY THE GEOTECHNICAL ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 7. SOIL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR STRUCTURE FOUNDATIONS. 8. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: STEEL 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 FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M. S, HP, C, MC, L, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST MATH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE MEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1832 xo -- o- EryUo2 L- o�a a _ o� Lia � - w LLJ CONCRETE REINFORCEMENT COVER MJB DATE: SIZE I COVER (IN) • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 U) w w 0 0 J � CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR ..._.._.... 2 #5 BAR, W31 OR D31 MARE, AND SMALLER 1 1/2 o _ CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND !11" #18 BARS 1 1/2 #11 BAR & SMALLER 3/4 STEEL 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 FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M. S, HP, C, MC, L, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST MATH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE MEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1832 xo -- o- EryUo2 L- o�a a _ o� Lia � - w LLJ CHECKED BY: PAD MJB DATE: H- JOB NO: • Q M N ---- cf) U�z�o U) w w 0 0 J � O= U G- > L) W0 � o S� E O n 9 m O CL CD I LI . W CLO.. m� Q of LLJU P_ U Lu rn N ¢ > J o Z 0 � Ld p W Z n U LL Z ZO of W Q CO � H- O W U 9 KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PAD MJB DATE: m � m JOB NO: • Q M N ---- PHASE U�z�o w 0 0 O= w > L) S� E O n 9 m O CL CD I LI . CLO.. m� KEVIN BERRYHILL LICENSE NO: 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 G3 3 OF 23 K 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 VERIFICA11ON AND INSPECTION OF CONCRETE CONSTRUC11ON (CBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. INSPECTION OF REINFORCING STEEL, REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW Z ACI 318, 5.5, INCLUDING PRESTRESSING TENDONS AND CBC 1705.6 X 7.1-7.7 PLACEMENT CBC 1804 THE DESIGN BEARING CAPACITY X CBC 1910.4 3. INSPECTION OF ANCHORS CAST IN w�2.j 2. VERIFY EXCAVATIONS ARE EXTENDED TO ACI 318, 8.1.3, CONCRETE WHERE ALLOWABLE LOADS HAVE Of Y X Z W 21.2.8 BEEN INCREASED OR WHERE STRENGTH CBC 1908.5, DESIGN IS USED _._. ____ B. MANUFACTURER'S CERTIFICATE OF X OF COMPACTED FILL MATERIALS 1909.1 4. INSPECTION OF ANCHORS COMPLIANCE REQUIRED 4. VERIFY USE OF PROPER MATERIALS, ACI 318, POST -INSTALLED IN HARDENED CONCRETE DENSITIES AND LIFT THICKNESSES DURING X 3.8.6, 8.1.5, MEMBERS PLACEMENT AND COMPACTION OF 21.2.8 COMPACTED FILL _ 1) COMPLETE AND PARTIAL JOINT CBC 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY PENETRATION GROOVE WELDS ACI 318, CH.4, INSPECTIONS IN THAT SITE HAS BEEN PREPARED PROPERLY 3.2-5.4 THIS SECTION X CBC 1904.2, ARE WAIVED 1910.2, WHERE 1910..3 6. AT THE TIME FRESH CONCRETE IS FABRICATION IS ASTM C172 SAMPLED TO FABRICATE SPECIMENS FOR PERFORMED ON 2) MULTIPASS FILLET WELDS ASTM C81 STRENGTH TESTS, PERFORM SLUMP AND X ASI 318, 5.6, AIR CONTENT TESTS, AND DETERMINE THE 3) SINGLE -PASS FILLET WELDS > 5/16" X 5.8 TEMPERATURE OF THE CONCRETE 5) SINGLE -PASS FILLET WELDS <= 5/16" CBC 1910.10 7. INSPECTION OF CONCRETE AND 6) FLOOR AND ROOF DECK WELDSX ACI 318, 5.9, SHOTCRETE PLACEMENT FOR PROPER 5.10 APPLICATION TECHNIQUES B. REINFORCING STEEL CBC 1705.3.4, X _ SPECIAL 1705.5.5, REINFORCING STEEL OTHER THAN ASTM INSPECTIONS IN 1705.5.6, A706 X THIS SECTION 1910.6, 1910.7, ARE WAIVED 1910.8 8. INSPECTION FOR MAINTENANCE OF WHERE ACI 318, SPECIFIED CURING TEMPERATURE AND X FABRICATION IS 5.11-5.13 TECHNIQUES CBC 1910.9 12. INSPECT FORMWORK FOR SHAPE, PERFORMED ON _ __ ACI 318, 6.11 LOCATION AND DIMENSIONS OF THE THE PREMISES OF X INTERMEDIATE AND SPECIAL MOMENT X CONCRETE MEMBER BEING FORMED A FABRICATOR FRAMES, AND BOUNDARY ELEMENTS OF 13. MATERIAL VERIFICATION OF REGISTERED AND MANUFACTURER CBC 1705.12.1 REINFORCEMENT STEEL APPROVED IN SHALL PROVIDE ACCORDANCE MILL TEST 3) SHEAR REINFORCEMENT X REPORTS -SEE NTH CBC SECTION 1704.2 4) OTHER REINFORCING STEEL CBC FOR 3. SPRAYED FIRE-RESISTANT MATERIALS - _ _ X EXCEPTIONS 4. MASTIC AND INTUMESCENTX REQUIRED VERIFICATION AND INSPECTION OF SOILS (CBC TABLE 1705.6) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW Z b=z . AISC 360 CBC 1705.6 FOUNDATIONS ARE ADEQUATE TO ACHIEVE X SECTION A3.3, CBC 1804 THE DESIGN BEARING CAPACITY X U AND w�2.j 2. VERIFY EXCAVATIONS ARE EXTENDED TO W PROPER DEPTH AND HAVE REACHED Of Y X Z W w o PROPER MATERIAL 3. PERFORM CLASSIFICATION AND TESTING _._. ____ B. MANUFACTURER'S CERTIFICATE OF X OF COMPACTED FILL MATERIALS MANUFACTURER COMPLIANCE REQUIRED 4. VERIFY USE OF PROPER MATERIALS, TO PROVIDE DENSITIES AND LIFT THICKNESSES DURING X CERTIFICATE OF PLACEMENT AND COMPACTION OF COMPLIANCE COMPACTED FILL _ 1) COMPLETE AND PARTIAL JOINT 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY PENETRATION GROOVE WELDS X INSPECTIONS IN THAT SITE HAS BEEN PREPARED PROPERLY THIS SECTION REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION I CONTINUOUS I PERIODIC I COMMENTS REFERENCES 1. MATERIAL VERIFICATION OF WELD FILLER MATERIALS F- N Q A. IDENTIFICATION MARKINGS TO CONFORM ¢ Z b=z . AISC 360 TO AWS SPECIFICATION IN THE APPROVED o�4a 0 SECTION A3.3, CONSTRUCTION DOCUMENTS N X U AND w�2.j Z W APPLICABLE Of Y Z W w o AWS A5 DOCUMENTS _._. ____ B. MANUFACTURER'S CERTIFICATE OF _ MANUFACTURER COMPLIANCE REQUIRED X TO PROVIDE CERTIFICATE OF COMPLIANCE 2. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 1) COMPLETE AND PARTIAL JOINT SPECIAL AWS D1.1 PENETRATION GROOVE WELDS INSPECTIONS IN CBC 1704.3.1 THIS SECTION X ARE WAIVED WHERE FABRICATION IS PERFORMED ON 2) MULTIPASS FILLET WELDS X THE PREMISES OF A FABRICATOR REGISTERED AND 3) SINGLE -PASS FILLET WELDS > 5/16" X 4) PLUG AND SLOT WELDS X 5) SINGLE -PASS FILLET WELDS <= 5/16" X APPROVED IN ACCORDANCE WITH CBC 6) FLOOR AND ROOF DECK WELDSX AWS D1.5 SECTION 1704.2 CBC 1704.3.1 B. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF _ SPECIAL AWS D1.4 REINFORCING STEEL OTHER THAN ASTM INSPECTIONS IN ACI 318, A706 X THIS SECTION SECTION 3.5.2 ARE WAIVED CBC 1704.3.1 WHERE FABRICATION IS 2)REINFORCING STEEL RESISTING PERFORMED ON FLEXURAL AND AXIAL FORCES IN THE PREMISES OF INTERMEDIATE AND SPECIAL MOMENT X A FABRICATOR FRAMES, AND BOUNDARY ELEMENTS OF REGISTERED AND SPECIAL STRUCTURAL WALLS OF CONCRETE APPROVED IN AND SHEAR REINFORCEMENT ACCORDANCE 3) SHEAR REINFORCEMENT X NTH CBC SECTION 1704.2 4) OTHER REINFORCING STEEL X 3. SPRAYED FIRE-RESISTANT MATERIALS - _ _ X CBC 1704.12 4. MASTIC AND INTUMESCENTX CBC 1704.13 FIRE-RESISTANT COATINGS AWS 12-B 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY AND WITHIN THE PROJECT LIMITS THAT ARE DAMAGED BY THE CONTRACTOR OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UP UPGRADING AS PER CITY ENGINEER. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 7. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 6.1-1832 ao ;N - aEat -o opo odl� o�rL�o H W N 3 � I � Y CL m CD S- tn Z lk� O W F- Q Q O] il DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PA I VJB DATE: 08-14-2018 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ON= INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHILL G4 4 OF 23 In Q U F- N Q H ¢ Z b=z . z o�4a 0 w W J Q N oh9'mr'� U w�2.j Z W a Of Y Z W w o z DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PA I VJB DATE: 08-14-2018 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ON= INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHILL G4 4 OF 23 N Q o a p = b=z . o�4a >u S O� oh9'mr'� w�2.j DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: DRAFTED BY: CHECKED BY: PA I VJB DATE: 08-14-2018 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ON= INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHILL G4 4 OF 23 PIPING ABBREVIATIONS FC FRESH CARBON SC SPENT CARBON INF INFLUENT EFF EFFLUENT SP SAMPLE POINT SW SPRAY WATER PP PNEUMATIC PORT CIP CHLORINE INJECTION POINT WEII IV DISTRIBUTION SYSTEM NORMAL SERIES—VESSEL GAC TREATMENT 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 Imo) BUTTERFLY VALVE aCOMBINATION AIR RELEASE AND VACUUM VALVE FM FLOW METER EQUIPMENT LEGEND HOSE CONNECTION 'ypyl PRESSURE INDICATOR Iy; PRESSURE RELIEF VALVE TCP TREATMENT PROCESS FLOW DIAGRAMS 1-1 — -1 s ARSENIC TREATMENT PROCESS FLOW DIAGRAM IV WADIL mum VESSEL 1 AND DISTRIBUTION SYSTEM BACKWASH OPERATION VESSEL 2 NOTE: SIMILAR VALVE OPERATION ARRANGEMENT FOR BACKWASH VESSEL 1 -�- �o _ _Eo _��t -TEtty �3a ek" oo,o �ooEoEj--_- Z 0 S W LSI N co LJ J U J � Cn Ld o Q w Q U Q ._ I— I— UCnQJLLJ C,4 7 7D 1 z 0, m O � w I 0 0 Yw O Z J m U W l.� zUofX (n 3 C) Y Y � o Q Lil Q m U U �0U F= it R O 4 U i U Y �vj V W R � a� U ¢ yQ� 3 ET Y x THIS �S� TION ONL O v a / o: lel FOR IN DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: 70415 0 0 DRAFTED BY: CHECKED BY: m m PAD MJB N DATE: 08-14-2018 JOB NO: 214318001 1`7 PROJECT N0: ---- PHASE: ORIGINAL. SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. �+ 6.1-1832 SHEET G5 0 5 DE 23 CITY RECORD No. w RESIDENCE PROPERTY LINE - A.P.N. 496-020-08 WATER WELL TRACT NO. 5489 PHASE E M.B. 44/156 a 4 n RESIDENCE, 0 IS I I 1 I , m _ -- ,/ / '0 p � d ` ° Q ISI vv 10 �lb / \ a aTa\ vvvv P ` \ J R/ _ - 1_I , W- _ t - --- �� l tr L x`7 1 .n b �- ': , 5139710 79.90 �� _.. _.. 4.._ :: � �..(• � ,,.:.. r ?_ :[ (1 __ _ �^ ,..,`�� r __ - _:= r J - w_� J� /� I (° v° �.°�� b°- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ - - _ - - _ _ - - -- - - I , BRIMHALL ROAD ,... _--- "S, „ -7- -------------- I---- HORSE PROPERTY POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 101 1. 2322549.26 6224684.48 369.46 GATE 102 2322549.13 6224700.16 369.56 GATE 103 j 2322557.71 6224699.12 370.79 VESSEL PAD 104 2322588.76 6224699.56 370.79 VESSEL PAD 105 2322591.66 6224702.54 370.79 VESSEL PAD 106 2322591.46 6224716.60 370.79 VESSEL PAD 107 2322557.47 6224716.11 370.79 VESSEL PAD 108 2322566.17 6224707.74 370.79 GAC VESSEL 109 2322583.00 6224707.98 370.79 GAC VESSEL 110 2322552.99 6224714.89 372.44 STANDPIPE 111 2322552.66 6224667.88 372.14 STANDPIPE 112 2322550.72 6224700.30 369.66 CONCRETE ME 113 2322550.85 6224684.58 369.59 CONCRETE ME 114 2322565.05 6224684.70 370.26 CONCRETE ME 1151 2322571.74 6224678,84 370.35 CONCRETE ME 116 2322571.72 6224674.69 370.39 CONCRETE ME 117 2322587.57 6224674.70 370.42 CONCRETE ME 118 2322587.49 6224684.78 370.49 CONCRETE ME 119 2322597.07 6224684.90 370.54 CONCRETE ME 120 2322597.08 6224693.50 370.53 CONCRETE ME 121 2322597.00 6224708.33 370.28 i CONCRETE ME c SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD ROAD WIMA Know what's below. Call before you dig. VICINITY MAP 11500 BRIMHALL RD. NOT TO SCALE BENCH MARKS TBM ARM1 ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BASIS OF THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARMY, ELEVATION = 363.45 FEET (NAVD 88). 6.1-1832 �.o o.- oso_ mag - Zz� amh _ e3a o o�yo�o of°Ev - �-VcEo II zl LLI P- � � o b m V) w J J U � W O j Ld 1 fY Q x U LJ H N3:F-- $ .)Z p Y _J J 0 S O U UGn z w YQ w Y L.G. L.C.W Q m m tO b V DESIGN ENGINEER: = O BARNES LICENSE NO: � U U DRAFTED BY: CHECKED BY: m PAD MJB � � o b m qN�N O E b O� j [�Q 1 3 � $ >U Oq�LLIi g o r L.G. L.C.W m tO b V DESIGN ENGINEER: 4' MATTHEW BARNES LICENSE NO: e 79145 DRAFTED BY: CHECKED BY: m PAD MJB DATE 08-14-2018 a JOB NO: 214318001 ROJECT NO: _-__ PHASE: i ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET C 1 m 0 6 OF 23 (E) BLOCK WALL r) 'L C FkF (L 1`" ) R/W kJ(1-i3J _�,- rRK-9R - gITF PI AN PROPERTY UNE —� A.P.N. 496-020-08 WATER WELL TRACT NO. 5489 PHASE E M.B. 44/156 ;;_) 1;aAIEN 1ANK RESIDENCE A Tj / o i)--- ------- `7_ FLO —_ _ (FT lRS 71IC ltil �1MEN 1 1/ C FIS RESIDENCE (K) 1"RANSFORMER (E) ANTENNA P01_E (' EMICAI - `q:rr LivCLJU2c f --_ I!_ f -- ' I ---I II n . � 1 ! .viI I i BRIMHALL ROAD (E) BLOCK WALL. (0 CII H __1" w I IN'rc 1=I PIG- I n, I " SAWCUT (E) CONCRETE HORSE PROPERTY DEMO (E) CONCRETE a REMOVE AND �V. RELOCATE (E) ,) DOUBLE GATE REMOVE ±15 BE OF (E) FENCE -� {�) CouHIMN SAWCUT (E) CONCRETE R H ) s A__ i elf � j *Cfl)_ mTp) 11 KPT f\ ,HPi -'-- kjY) biP) ,CJ (ti% -' + - WiPi i'!I .dpi' dI) 1 1 14p)- W(p) -(I) '- P) NV) JR 6- A') .(L) a I G 0 SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD DEMO LEGEND SAW CUT ASPHALT CONCRETE AND/OR CONCRETE T IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS 74/-/ DEMOLISH PROPERTY BOUNDARY BS SOILS BORING LOCATION (SEE NOTE 1, THIS SHEET) NOTE 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. 6.1-1832 Know what's below. Call before you dig. �.a aEL- _ Eo€v - - BEd Po'�c 03� - acv a 0 31 o- ! Ply" fA 1 �lsrs3y W z Q (n w f1 J U J -_O W O U) Q x < 00 w Urn ¢ F z Lij N z w O 0 N �m�C O Ow w W ♦— Q Y Q m Z U LL O H O F- -_j a O U � � W ^x Q o s m /�< ! ok' VI a N K \ EO \Oj IIT`/ / yV3 O V 4 6 0 O� on90 N N N I S DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTEDBY: CHECKED BY: PAD MJB DATE. 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C2 7 OF 23 N N rr j ! 2 1 5vr ' REMOVE fib LF '•! _ OF (E) FENCE REMOVE (E) 6 - BLOWOFF AND TEE BRIMHALL ROAD (E) BLOCK WALL. (0 CII H __1" w I IN'rc 1=I PIG- I n, I " SAWCUT (E) CONCRETE HORSE PROPERTY DEMO (E) CONCRETE a REMOVE AND �V. RELOCATE (E) ,) DOUBLE GATE REMOVE ±15 BE OF (E) FENCE -� {�) CouHIMN SAWCUT (E) CONCRETE R H ) s A__ i elf � j *Cfl)_ mTp) 11 KPT f\ ,HPi -'-- kjY) biP) ,CJ (ti% -' + - WiPi i'!I .dpi' dI) 1 1 14p)- W(p) -(I) '- P) NV) JR 6- A') .(L) a I G 0 SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD DEMO LEGEND SAW CUT ASPHALT CONCRETE AND/OR CONCRETE T IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS 74/-/ DEMOLISH PROPERTY BOUNDARY BS SOILS BORING LOCATION (SEE NOTE 1, THIS SHEET) NOTE 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. 6.1-1832 Know what's below. Call before you dig. �.a aEL- _ Eo€v - - BEd Po'�c 03� - acv a 0 31 o- ! Ply" fA 1 �lsrs3y W z Q (n w f1 J U J -_O W O U) Q x < 00 w Urn ¢ F z Lij N z w O 0 N �m�C O Ow w W ♦— Q Y Q m Z U LL O H O F- -_j a O U � � W ^x Q o s m /�< ! ok' VI a N K \ EO \Oj IIT`/ / yV3 O V 4 6 0 O� on90 N N N I S DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTEDBY: CHECKED BY: PAD MJB DATE. 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C2 7 OF 23 N N R/W 5'-0" )ROPERTI SETBACK PROPERTY LINEa — x 1 . f 7� _ I 5'-0' A.P.N. 496-020-08Ggt <,r PROPERTY - WATER WELL j L --_- J I SETBACK TRACT NO. 5489 PHASE E I r X370.4s M.B. 44/156 it W , i �7 Axle ` r1 C7 P ao Il � f jj RESIDENCE 7 ` 6 � , X370 6 k/1 � 1 370.51 FG 370.31 FG rF lI J'I�. J MATCH (E) K MATCH (E) j ) I ° HORSE PROPERTY _1X3h0-58 , - __ ) _---- ++ ��_ ___ 370.5± -FG C 37 .79 C 370.79 370.5± FG MATCH (E)' (E) 370.37 370.4± FG MATCH (E) d I MATCH (E) N I 370.4± FG g'_0^ C 370.79 Y PROPERTY ! I I e.. MATCH (E) (E) C 370.41 SETBACK .370.4± FG a MATCH (E) e _ o ° I ° 370.4± FG ° MATCH (E) n _ v 37v ° i ( y>;e; ° 0.3± FG IF MATCH (E) j X37C.47 C 370.79 EXISTING WALL rl V Ij a 370.4± FG MATCH (E) 369.7± FG - !- L 369.6± FG - - o y MATCH (E) o v-_ MATCH (E) a FYtlkri, tz .. ,i -Y -' d L` 3Y tYEtk d _ q 1` > � I L rt q a ._"% EXISTING WALL _R W _ u d " NEW OFFSET DOUBLE _ � i /� ° ° _ GATE WITH 3 MAN }' 1 .... -_... rj(. rr _....?. e ._.. - _ ._.. I 1 -- '- GATE-- -- a- - �F T�, ----- � -- SFJ -166 T F< J6 .67 (c�J F( 369 0 J6 a BRIMHALL ROAD E) �c if) pL 68 3 SCALE IN FEET 7*r5qmm5m� 0 5 10 20 WARNING POWER LINES OVERHEAD CONSTRUCTION LEGEND —PROPERTY BOUNDARY NOTES VT 1. REFER 2. REFER TO TO C4 f# FOR FOR PIPING PLAN. ELECTRICAL PLAN i 0 w F Q Ee G_ U Urn¢r LTJ ® rciju rac Ov uEp= v� n UU J uv 'o E„v o's O ca.,LLa g �c av Sao •. w `1 H Q OUR✓_ �3a Know what's below CD F_ _—u Call before you dig. � C) U meaHE DESIGN ENGINEER: MATTHEW CONSTRUCTION LEGEND —PROPERTY BOUNDARY NOTES VT 1. REFER 2. REFER TO TO C4 f# FOR FOR PIPING PLAN. ELECTRICAL PLAN 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO POINTS ON C1 - HORIZONTAL CONTROL PLAN FOR LOCATIONS OF IMPROVEMENTS. 6.1-1832 LIJ VT 1n w m � m J J LJ U � i 0 w F Q Ee G_ U Urn¢r LTJ W (V 3 z p ED LLJ UU J \� O ca.,LLa g Z� c) w Y w `1 H Q Q m CD F_ LL 0 N N � C) U m � m i �x T o \� O ca.,LLa g Os N N DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 0 DRAFTEDBY: CHECKED BY: 0 m I'AD MJ8 M ? DATE: 08-14-2018 JOB NO: 214318001 'ROJECT NO: ---- PHASE: 0 1” i � ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR y. REDUCED OR ENLARGED PLANS. n SHEET C^ 3 0 8 GE 23 to r� R/W o RESIDENCE 5'-0" PROPERTY SETBACK CITY/COUNTY LINE PROPERTY LINE -0" .. -_ .. A.P.N. 496-020-08 h x r £ %' h PROPERTI WATER WELL �` L ( -T� SETBACK TRACT NO. 5489 PHASE E M.B. 44/156 rt r!14 2-4" ELEC,3' 6" T.O.P. (PER POTHOLE REPORT) y 1� ( 2-4" ELEC, 3'-6" T.O.P. !� (PER POTHOLE REPORT) a -� RESIDENCE 4" ELEC, 3'-13" T o P 7 !14(PER POTHOLE REPORT) F i" WATER SERVICE, 1' TOP ''_ ,r / ( � i tOH A—A (PER POTHOLE REPORT) xl CS 10E 12S (TYP) tI ti iii --------- - I TYP it I;� (TYP) — / 5'-0" CONNECT TO (E) 12" (VALVES, ;;L I ---��' ® I (TyP) AS PROPERTY 3'-8" T.O.P. =( I .41 �` .a, P I SETBACK (PER POTHOLE REPORT) T 1 NC (E) ARSENIC TREATMENT^:I ( 10T SYSTEM f y j-,'- a I I � `. ,� i ♦ �o � _ BV 10 CONVERT (EXISTING CI P �� bio ''� 2E 12 i TO ST ��y �F,� 12T 10 CONNECT TO (E) .; ( �� -` a - AS II a�\�� 1 TS ARSENIC BLOW -OFF = - �� '\ �� Q CIP.1 PIPING �1 10 l ( 12T TYP a WH 7x A AG SP I I n I I PT ' 16 PVC 4'-'4" T 0 P 74 - ---- (PER POTHOLE REPORT) 4 I 4 APPROX. LOCATION OF (E) HP GAS LINE POTHOLE INVESTIGATION TO CONFIRM b y --- APT RI f "M � r _ J O W LI 1.- `s •-- -- -- HORSE PROPERTY -- -z-- --.. ------- POTHOLED 5'-6", I I NO GAS FOUND (PER POTHOLE REPORT) .._--.__-_ MH — — — — .' MH f 1 2 3 18" RCP STORM DRAIN CONNECT TO EXISTING SO. ` D7 D7 D7 SEE SHEET C6 - STORM DRAIN PLAN & PROFILE 1 BRIMHALL ROAD 'ri) ,�jv �'aN)- KP 'IIS xC�S...... .... ydpY �Y'r'J•T MPY - CY. - YP AYPJ W(0— "C"i 1+) IM PIPING LEGEND DESC. TYPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE + SEE PIPING NOTES ON SHEET G3 FOR PIPING SPECS INF INFLUENT EFF EFFLUENT BW BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING TTW TREATMENT TO WASTE V13 VALVE BOX FEB FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING -_- BURIED SITE PIPING ONLY, r --- 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 1 FOR VESSEL AND VESSEL DI 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 11.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/FT' 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 0 5 10 20 WARNING POWER LINES OVERHEAD J� Know what's below. Call before you dig. CONSTRUCTION LEGEND Ac AIR GAP 1 D2 As ADJUSTABLE PIPE SUPPORT 6 D3 3 cIP CHLORINE INJECTION D3 DIFFERENTIAL PRESSURE 10 TRANSDUCER D3 1 MH MANHOLE D6 PT4 PIPE TRENCH D6 1 sP STANDPIPE D2 7 sT SAMPLE TAP D3 O TIERED PIPE SUPPORT 1 D3 WHARF HYDRANT O FIRE HOSE ANGLE VALVE DS (FEMALE NPT X MALE NH) 1 O WATER -LUBE CONVERSION D5 ---- --- -------PROPERTY 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 10T 10"x10"x10" DUCTILE IRON TEE 10E 10" 90' DUCTILE IRON ELBOW 10H 10" 45' DUCTILE IRON ELBOW OA 10" FL X MJ ADAPTER OF 10" FLANGED COUPLING ADAPTER 12S 12"x10" DUCTILE IRON REDUCER 12T 12"x12"x12" DUCTILE IRON TEE 120 12" 90' DUCTILE IRON ELBOW 12H 12" 45' DUCTILE IRON ELBOW 2T 12"x12"x10" 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 6.1-1832 W w __j U ft� J W Z) O LLI H Q U Z Li J UO7¢} LL N 3 Z J 0 Y 0 U' m LJ Z_ a L W W 0 Y Y 1- Q z Q m g U W O a � ~ U i s N Y Np\o 3 m OO 3 M LL • wma� mo DESIGN ENGINEER: KEVIN BERRYHILL " LICENSE NO: �? 70415 - DRAFTED BY. CHECKED BY: m PAD MJB ry _ DATE: 08-142018 JOB N0. 214318001 PROJECT NO: ---- _-PHASE: PHASE: 3 i ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR N REDUCED OR ENLARGED PLANS. SHEET �'F m �I^A s 9 OF 23 ro ,e3y. H -01 ?f ct U vy,r.J _ z Ld U D a 9+900+00 WIF0 W1.1:) 364 360 354 Ij I I I I I --I —I I I I 1 I I a, 30972 CONSTRUCTION LEGEND NOTES L. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, O GRATED MANHOLE LID W/ LOCK AND PIPE DEPTHS. D6 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING 1 UTILITIES. uH MANHOLE D6 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED e MANHOLE LID APPURTENANCES. D6 4, BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY 1,500 GPM (3.34 CFS). sP STANDPIPE D2 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALDERSHOT DRIVE WHICH DRAINS TO A PRIVATE CITY MAINTAINED BASIN NO. 139 AT THE INTERSECTION OF LONGMEADOW WAY AND PINEGLEN DRIVE. 6. CONNECT STORM DRAIN PIPE TO BACK OF EXISTING MANHOLE. CORE THROUGH BACK OF MANHOLE AND FILL ANNULAR VOIDS AROUND INLET PIPE WITH GROUT. f y-� -_ 7. EXISTING STORM DRAIN LINE AND MANHOLE MAY VARY, CONTRACTOR TO FIELD VERIFY v }p 3!I T A u — —— — —F&I ±51S=0.00116 0 00 18 SD- CONNECT TO EXISTING MANHOLE. PROPOSED PIPE MUST BE FLUSH NTH OR EXTEND INTO THE EXISTING MANHOLE. SEE NOTES 6 & 7. NEW DRAIN INV 18" 359.91 (E) INV 24" 359.42 (N) _- INV 24° 359.42 (W) 11111111) 12+00 C POINT TABLE POINT # NORTHING EASTING iQ 2322535.45 6223697.95 Q2 .--� 2322529.39 6224214.54 m CBK-29 STORM DRAIN 13+00 (E) GRADE -� ALL ±516 LF 18" RCP S00011 i[M$] WARNING POWER LINES OVERHEAD SCALE IN FEET 0 10 20 40 15+00 a 18" 360.48 (E) 18" 360.48 (W) 6.1-1832 u what's below. all before you dig. 15+75 372 358 o `av �O�cE E�E��Ywo�t ��ooav� tit 9 11 W cn J a N J U 3 / O 2 3�o,cm �LLa i W � o o O O 9 r U � a- • o QL�j DESIGN ENGINEER: a U0)< BARNES LICENSE NO: G 79145 Z DRAFTED BY: CHECKED BY: N z Q o OfY�O N CL n U JOB NO: 214318001 o C) 'ROJECT NO: ---- N W Of W x z O ------.._ Y X F Q L] z Q m SCALE FOR REDUCED OR ENLARGED PLANS, F—_ W 0 0 0 11 o1 23 W U I) Vi U U c C/) Q a N 0 3 / O 2 3�o,cm �LLa i >U o O O 9 r U W maw • o DESIGN ENGINEER: a MATTHEW BARNES LICENSE NO: G 79145 DRAFTED BY: CHECKED BY: 0 m DJD MJB N - DATE: 08-14-2018 n JOB NO: 214318001 'ROJECT NO: ---- PHASE: ------.._ ORIGINAL SCALE SHOWN IS < ONE INCH, ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET C 6 6 W 0 11 o1 23 c NOTES CONSTRUCTION LEGEND 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. cL GRATED MANHOLE LID W/ LOCK D6 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. 1 MH D6 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, MANHOLE SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 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 SP STANDPIPE CITY MAINTAINED BASIN NO. 139 AT THE D2 INTERSECTION OF LONGMEADOW WAY AND PINEGLEN DRIVE. _-._... 16}00_ ­. W Z U POINT TABLE POINT # NORTHING EASTING Q 2322524.07 6224667.54 ® 2322523.52 6224714.61 Q5 2322552.99 6224714.89 f0 s_191 yN _ — — — 18 00 _ _ _r..- F&I ±453 LF 17RCP__S=0.0011 2 3 D7 D7 D7 -BRIMHALL RD �J �Db O STATIONING -- WARNING PROPERTY BOUNDARY APN 496-020-08 v'tf ` fir, .::..... ......_.� -- A - „ ' , FN o �� E- POWER LINES At am OVERHEAD Know whaYs below. -- Call before you dig. r€`< o'ort o. U N t V i�;., U Wr- ;�(� .0 r✓i a. ��� o +�a6<z :«..,... moo_ U � INN' r 2 •' 20+46 5 < o m c�„e, ,m �.' — r,. I ., F&I ±29 LF 18" RCP x z �. 'z- �. r x_. W1 `- �. !i �L'..r� �' S=0.0011 o ! _ — J 1� p •_� � Y �. � , l �4yr�f � �e.� .„� > _°� 5 I� � � PT � ''F, ` x, �o PT � I- � ',,.,. r,..,- t -: .-N'.�,. S ±29 LF 18 RCP 5=0.0014 20 0 • F&I ±47 LF 18' SO " •----- S=0.0011 -- "- S 0.0011 J 'fie' 4T - - SCALE IN FFFI WI) xC17 v v, s@t _ *n, - >aJ ...._ M,l s0 10 20 40S o ON-SITE CONNECTION 9+85 10+00 10+40 6.1-1832 w Q ` or n'JVS o o W 4 LL vT 1n LLJ J U J _J Qrf x LL_ O ; O H of LL L.G. • W U C;3 y � H DESIGN ENGINEER: c�rn¢r z L_ cV 3z Q DRAFTED BY: D r DJDMJB J CL w �Y�0U U DATE: 08-14-2018 zCJOn ww ROJECT Na ---- _ O Y < Q SHOWN IS j z Q DO REDUCED OR ENLARGED c o _ L C) O o L E 12 OF 23 V a_ C5 U C Q ` or n'JVS o o W 4 LL v o T x ; O LL L.G. • W'_'a� c DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: r DJDMJB DATE: 08-14-2018 JOB NO: 214318001 ROJECT Na ---- _ PHASE: ORIGINAL SCALE SHOWN IS j ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C7 " 12 OF 23 C 18'-10" FEET 0 1 2 GAC VESSELS PLAN VIEW D 1 GAC VESSELS FRONT VIEW T AT LEAST (1) HH TOP NUT & WASHER = SUPPLEMENTARY #6 TIES TYING TOP _ >. AND BOTTOM REBAR MATS TOGETHER REQ'D WITHIN 3" OF EACH ANCHOR BOLT)J(2 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT NOTES FEET 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. O 1 2 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. 2 °t GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT' �--�j" X 8" REDUCER 12" BACKWASH TO DRAIN cAii� 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT ",LArrEnOUPLING ADAPTER (TYP) NOBS 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. DJ1 NOT TO SCALE VESSEL PIPE CONNECTION TK//N ONLY INFOR�A� 6.1-1832 ov - - ;v - oaNwt e=a i 2- o EoEdB��w-- a`�a`;;Gv 1�! W 1-1/8" 318 SS [ASTM F593 CW21 ANCHOR H- BOLTS, (2) PER LEG, INSTALLED W/ HILTI NON -SHRINK GROUT R V) HIT -RE 500 V3 EPDXY = SUPPLEMENTARY #6 TIES TYING TOP _ >. AND BOTTOM REBAR MATS TOGETHER REQ'D WITHIN 3" OF EACH ANCHOR BOLT)J(2 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT NOTES FEET 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. O 1 2 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. 2 °t GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT' �--�j" X 8" REDUCER 12" BACKWASH TO DRAIN cAii� 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT ",LArrEnOUPLING ADAPTER (TYP) NOBS 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. DJ1 NOT TO SCALE VESSEL PIPE CONNECTION TK//N ONLY INFOR�A� 6.1-1832 ov - - ;v - oaNwt e=a i 2- o EoEdB��w-- a`�a`;;Gv 1�! W �N H- E R V) 0= o��4a N N >U o= w N N ,p ce �LGGI • Q O /r�v, I..�LV C mn J Of J LLJ O U) Of Q < Q� H UC¢r n LJ CV 3 J Z D I O :D Q o mwo w CL o C J LL N Z ZO w w Y Q Q On o L, 1= O n U U I- _j J w (/) 1n LiU Q o KEVIN BERRYHILL LICENSE NO: DRAFTEDBY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 'ROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS SHEET D1 13 OF 23 �N o E R 0= o��4a N >U o= N N ,p ce �LGGI • Q /r�v, I..�LV C mn KEVIN BERRYHILL LICENSE NO: DRAFTEDBY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 'ROJECT NO: ---- PHASE: ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS SHEET D1 13 OF 23 C-478 PRECAST CONC SECTIONS. DEPTH PER 4" DIP VENT 0 (V � Z W O O Z o r, - GRATED LID DIP 7-77_ - - ��i F, 1 ,�.\ 2" SQ. STEEL 12" FROM GAC TUBING 1/4" WALL BACKWASH OUTLET 18" RCP 4, GL z z t -o¢ �¢Ja w� 18" STORM DRAIN = e, NOTES X77"'l 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 PIPE SHALL BE LOCATED AT LEAST 3 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A MAXIMUM DISTANCE OF 8 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 5.4 -FEET. 2. INSTALL 4 -INCH DIP VENT PIPE 3.6 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH VENT PIPE IS CONNECTING TO 12 -INCH STORM DRAIN LINES WHERE POSSIBLE. 4 -INCH VENT PIPE SHALL BE LOCATED AT LEAST 2 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A MAXIMUM DISTANCE OF 6 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 3.6 -FEET. 2 NOT TO SCALE AIR GAP STANDPIPE DZ NOT TO SCALE CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND PUBLIC WATER SYSTEM. B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA C906-99); 2.SPIRALLY-REINFORCED HDPE PIPE WITH GASKETED JOINTS (PER ASTM F-894); 3.EXTRA STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; 4.PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM D3034) OR EQUIVALENT; 5. CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR 6.REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR 2, ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SEWER MAIN DOES NOT MEET THE CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); 2.DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS (GASKETED, BOLTED JOINTS); 3.A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED; 4.A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER ANNA C302) CENTERED OVER THE PIPE BEING CROSSED; OR 5.ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. 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 FOLLOWING: 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); 2, DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905) OR EQUIVALENT; OR 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA (C300 OR C302 OR C303). C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER ANNA C906); 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); OR 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA (C300 OR C301 OR C303). D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD BE CONSTRUCTED AS FOR ZONE C. 2 NOT TO SCALE 2" X 2" X 1/4" } STEEL TUBING a w 1 6" X 6" X 1/4" - STEEL PLATE N � � <� DRILL HOLE 5/8"0 � SEE DETAIL 1 52 PIPE 1/2" NEOPRENE STRIP IJ -1 I 1" T' 2" SQ. STEEI TUBING STANDPIPE 1/2" X 2" SADDLE j� DRILL 5/8" X 4" DEEP HOLE IN �n1�1 CONCRETE &EPDXY 1/2"P S.S. ALL THREAD ANCHOR BOLT. MIN. 4" EMBEDMENT. SECURE WITH 1/2" S.S. WASHER AND NUT. AIR GAP SUPPORT PLATE i I fhL JOINTS IN WATER MAIN ES'LO.,,"§I,ZONE "P" -PROHIBITED L,a 2' 8 SEWER 8' �1I L I I MAIN � ZONE "P" -PROHIBITED , r . NO JOINTS IN WATER MAIN FIGURE 2 -CROSSINGS SS -0201 FIGURE 1 PARALLEL CONSTRUCTION NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. ZONE 'P" IS A PROHIBITED ZONE. SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22. WATER MAIN SEPARATION FEET p s b Di PROVIDE GALV0 SHEET METAL SP GUARD EXTENDINI MORE THAN 1/4" X 1-3/8" GALV STEEL BAR 7 #4 REBAR WELDED TO BOTTOM OF STEEL BAR NOTES 1'-3" DESCRIPTION � t. CONCRETE BEYOND VESSEL PAD DIMENSIONS SHALL BE PER CONCRETE PAVEMENT DETAIL # O 1" TYPE K SOFT DRAWN COPPER TUBE ON SHEET tZ 4 T** Y. FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. O O a w 1 6" X 6" X 1/4" - STEEL PLATE N � � <� DRILL HOLE 5/8"0 � SEE DETAIL 1 52 PIPE 1/2" NEOPRENE STRIP IJ -1 I 1" T' 2" SQ. STEEI TUBING STANDPIPE 1/2" X 2" SADDLE j� DRILL 5/8" X 4" DEEP HOLE IN �n1�1 CONCRETE &EPDXY 1/2"P S.S. ALL THREAD ANCHOR BOLT. MIN. 4" EMBEDMENT. SECURE WITH 1/2" S.S. WASHER AND NUT. AIR GAP SUPPORT PLATE i I fhL JOINTS IN WATER MAIN ES'LO.,,"§I,ZONE "P" -PROHIBITED L,a 2' 8 SEWER 8' �1I L I I MAIN � ZONE "P" -PROHIBITED , r . NO JOINTS IN WATER MAIN FIGURE 2 -CROSSINGS SS -0201 FIGURE 1 PARALLEL CONSTRUCTION NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. ZONE 'P" IS A PROHIBITED ZONE. SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22. WATER MAIN SEPARATION FEET p s b Di PROVIDE GALV0 SHEET METAL SP GUARD EXTENDINI MORE THAN 1/4" X 1-3/8" GALV STEEL BAR 7 #4 REBAR WELDED TO BOTTOM OF STEEL BAR NOTES 1'-3" DESCRIPTION NOTES t. CONCRETE BEYOND VESSEL PAD DIMENSIONS SHALL BE PER CONCRETE PAVEMENT DETAIL # O 1" TYPE K SOFT DRAWN COPPER TUBE ON SHEET ##. INCHES Y. FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. O 1" X 3" BRASS NIPPLE O 1" ELL FIP X FIP Oa VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL o s 2. HOT DIP GALVANIZE LID ASSEMBLY AFTER to 1/4" OD 304 SS TUBE I_i�2"= �_p^ FABRICATION. ONE SET OF VESSELS 2 GRATED LID 1, CONCRETE BASE (4) 1/2" SS ANCHOR BOLTS EQUIPMENT SCHEDULE 1'-3" DESCRIPTION o v 0 O2 CONCRETE BASE (4) 1/2" SS ANCHOR BOLTS EQUIPMENT SCHEDULE ITEM DESCRIPTION O SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 CORPORATION STOP, 1" MUELLER 825005N OR EQUAL O 1" TYPE K SOFT DRAWN COPPER TUBE O 1" STRAIGHT COUPLING PE -IPS X MIP MUELLER H -15426N OR EQUAL O5 i" ANGLE BALL VALVE FIP X FIP MUELLER 8-24285N OR EQUAL O 1" X 3" BRASS NIPPLE O 1" ELL FIP X FIP Oa VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL O !1" -STRAIGHT COUPLING PE -IPS X FIP MUELLER H -15456N OR EQUAL to 1/4" OD 304 SS TUBE n 1/2" X 1/4" REDUCER MPT X CTS COMPRESSION FITTING t2 VINYL CAP WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION 13 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000-HJB OR EQUAL i4 1/2" OD 304 SS TUBE 1/2" SS BALL VALVE, FPT t5 i5 11/2" SS COMPRESSION FITTING X MPT 17 1" X 1/2" REDUCER, MPT X FPT WATER QUALITY SAMPLING STATION NOTES 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA GRAVEL. 6.1-1832 4 0 9 19 m p'1 J ?s. LLJ W ~ KJ mon N N J QNgb � Ji v�iz�E o � J U � Q W O O LLJ NULL n v H S= OM9N; Q O U LL � w WCV3� U)� CL CL. Z J Y _1 O 0 mU KEVIN BERRYHILL w CL UQIiDf LICENSE NO: a] Z 1 `1 a Q m o w F__ O � U U DRAFTEDBY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 ROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE, SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D2 14 OF 23 W ~ KJ mon N N 1� QNgb � unQ W� v�iz�E o TT Q O1 O NULL n v S= OM9N; O � I aow� LL � o CL CL. ¢m m' DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: G DRAFTEDBY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 ROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE, SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D2 14 OF 23 HSS 4"x4"0/8" GALV TUBE, SPACING IS 15' MAX OR 15' PIPEC" SIZE p1000 UNISTRUT TO BEAM. TOUCH WELDED CONTINUOUS UP GALVANIZING OF TRIBUTARY PIPE LOAD MIN MAX 2 1/2" U -BOLT OR STRAP AROUND TOP OF PIPE-TYP ADDITIONAL SUPPORTS AS REQUIRED LD PLATE TO BEAM I ( 5/8" 316 SS ANCHOR BOLTS II,(4) PER PLATE, INSTALLED W/ HILTI HIT -RE 500 V3 EPDXY INCHES 1-1/2' - V-0" D3 2'-0" MAX. �1"If O SECTION A -A 9/16" HOLE (2 PLACES) - 1/4" END CAP / / GALVANIZED (TYP•) STRAP OR U -BOLT 1/2" HOLE EFFLU IPE i 120. FOR U -BOLT (2 PLACES) o � � 1/4" STEEL PLATE 3/16 THROUGHOUT 3/16 INCHES ' WELDED STEEL BASE SHAPE SADDLE TO 2 SADDLE MATCH PIPE D3 SUPPORT TYP. 0 3 i" _ V-0" P1001 UNISTRUT D3 PIPE SADDLE D3 P1325 CHANNEL CONNECTION CUT CHANNEL AS •!� /,�" NECESSARY AND;/��//,, REMOVE LOWER P1000 UNISTRUT ( �/ ALTERNATE 5 LOWER - D3 SUPPORT OPTIONS 7"x8"x5/8" PLATE .. -- - i" TO 1-1/2" i NON -SHRINK — NOTES 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND SADDLE. 2. MODULAR FRAMING COMPONENTS SHALL BE UNISTRUT B -LINE, KUMAR OR EQUAL. 3. USE A 2' DIAMETER 4.5 CAISSON UNDER EACH LEG WITH 6-#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY REFER TO DETAIL 8 D3 TIERED PIPE SUPPORT 9 SEE DETAIL WHEN D3 SUPPORT PARTIALLY RESTS ON VESSEL PAD #5 0 12" OC EW T&B FG (APPLIES WHEN PIPE SUPPORT FEET IS OFF OF VESSEL PAD) 1 D 2 8 D3 TIERED PIPE SUPPORT FOOTING 3"x3"0/16" GALVANIZED TUBE 1/2" X (4 READ) INCHES 711 0 6 1/2 - V-0" MLIGRI\MIL D D TIERED PIPE SUPPORT — LOWER SUPPORT ALTERNATIVES 1/8 Al TFRNATF "A" #5 EPDXIED DOWEL X 24" 0 12" OC (USE HILTI HIT -RE 500 V3 EPDXY OR EQUIVALENT) (SEE NOTE BELOW) 6"MIN EMBED I (E) GAC VESSEL FOUNDATION TUBING 2' L X 1' W X 2' DEEP MALE TUBE CONNECTOR RECTANGULAR POLYETHYLENE TANK WITH INTERNAL FLANGE AND HD US PLASTICS/TAMCO� CHEM-TAINER, OR EQUAL NOTES 4 1. CHEMICAL INJECTION TAPS ���E�=vv r�`av CHEMICAL INJECTION g< °.rnog: -vS amC D;; SHALL BE SAF-T-FLOa>"� o PORT 2" MIN MODEL EB -125 INJECTION ASSEMBLY OR APPROVED EQUAL. °vv o�� a 2. TUBE CHAMFER SHALL FACE �zo9 UPSTREAM. a �w € dg 0-P3tss£�a" ° �.. o g ASTM D1248, TYPE 1, Boz v �t o C o CLASS A, CATEGORY 4, owti` o a�afia �saaG v GRADE E ANSI/NSF 61 CERTIFIED CLEAR PE TUBING 0 COMBINED GAC j 3/4" HALF COUPLING EFFLUENT PIPE OR SADDLE r 1-1/2" EPVC W/ m 3/8" CARRIER GALVANIZED OR TUBING FROM FG COATED STEEL STAND CHEMICAL METERING FLOW \ PUMP n LE 1 9" I CHLORINE INJECTION CAST IRON PIPE SADDLE THREADED PIPE PI -0507 DIMENSIONS PIPEC" SIZE "A "B" REDUCED OR ENLARGED PLANS. 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-Y 3" 2 1/2" 9 1/4" 14" ------ 6" -- - 3" 2 1/2" 10 1/2" 15 1/4" S. 3" 2 1/2" 11 3/4" 16 1/2" 10" _ 3" 2 1/2" 13 1/2" 18 1/4" 12" 3" 2 1/2" 15" 19 3/4" CAST IRON ADJUSTING NUT THREADED PIPE n" 1/2" X 5" EXP (4 READ) co - NON -SHRINK 6-#4 BARS 12" LONG GROUT ` NOTE: FOR SUPPORTS +IN AREAS OUTSIDE OF FLOOR SLAB, CONSTRUCT 18"08%6" PAD UNDER PIPE SUPPORT. ADJUSTABLE PIPE SUPPORT PRESSURE TRANSDUCER PIPE STAND MOUNTING BRACKET VALVE MANIFOLD NOTES 2S 2 SENSING I 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE LINES i SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE SENSOR CABLE SUPPORT. y' 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE `r ROSEMOUNT 2051 OR 3051 WITH 4-20 MA e' • °' • a OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 �i q INCHES OF WATER RANGE. PIPE SUPPORT 2"0 PIPE STAND �. " FOOTING iI NOTE MINIMUM BAR LENGTH = 24'. BEND BARS THAT DON'T FIT IN FOOTING PER ACI STANDARDS. NOT TO SCALE 9 03 TIERED PIPE SUPPORT PARTIAL FOOTING 1/2" X 5" EXP (6) #4 BARS (4 READ) w 12" LONG NON -SHRINK Y.&•. GROUT CONCRETE SLAB' NOT TO SCALE 10 oa PRESSURE TRANSDUCER AND STAND 4 NOT TO SCALE D3 CHEMICAL INJECTION PORT S -TUBE 3/8" STAINLESS STEEL (GRAINGER COIL -TUBING 3ADD1) OR APPROVED EQUAL 1/2" RAD. - COMPRESSION ADAPTER 1/4" HEX NPT iMALE 2„ x 3/8" COMPRESSION 30' CHAMFER 75" 45.W VINYLAP C (McMASTER-CARR #9531K21 OR APPROVED EQUAL) o W REDUCED OR ENLARGED PLANS. N 6.1-1832 a. -� 90' 0 1.. 6-#4 BARS 12" LONG GROUT ` NOTE: FOR SUPPORTS +IN AREAS OUTSIDE OF FLOOR SLAB, CONSTRUCT 18"08%6" PAD UNDER PIPE SUPPORT. ADJUSTABLE PIPE SUPPORT PRESSURE TRANSDUCER PIPE STAND MOUNTING BRACKET VALVE MANIFOLD NOTES 2S 2 SENSING I 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE LINES i SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE SENSOR CABLE SUPPORT. y' 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE `r ROSEMOUNT 2051 OR 3051 WITH 4-20 MA e' • °' • a OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 �i q INCHES OF WATER RANGE. PIPE SUPPORT 2"0 PIPE STAND �. " FOOTING iI NOTE MINIMUM BAR LENGTH = 24'. BEND BARS THAT DON'T FIT IN FOOTING PER ACI STANDARDS. NOT TO SCALE 9 03 TIERED PIPE SUPPORT PARTIAL FOOTING 1/2" X 5" EXP (6) #4 BARS (4 READ) w 12" LONG NON -SHRINK Y.&•. GROUT CONCRETE SLAB' NOT TO SCALE 10 oa PRESSURE TRANSDUCER AND STAND 4 NOT TO SCALE D3 CHEMICAL INJECTION PORT S -TUBE 3/8" STAINLESS STEEL (GRAINGER COIL -TUBING 3ADD1) OR APPROVED EQUAL 1/2" RAD. - COMPRESSION ADAPTER 1/4" HEX NPT iMALE 2„ x 3/8" COMPRESSION 30' CHAMFER 75" 45.W VINYLAP C (McMASTER-CARR #9531K21 OR APPROVED EQUAL) Z it Of 7 O w W NOT TO SCALE o D3 SAMPLE TAPY Y Q m U o W REDUCED OR ENLARGED PLANS. N 6.1-1832 -� 90' 0 1.. 1n v1 Ld � U f 11 a LLJ Of F 1/2" RAD. O 9 Lij DALL, VALVE Q QI U J `1%4" NET, FEMALE W L-1/4" x 2" NIPPLE 11..'Q�TM� NIPPLE SHALL BE BRASS CLASS 150, LL7 N3 z J -7/4" THREADOLET MINIMUM OR STAINLESS STEEL SCHEDULE 40. � 1 O Q W o LL cm W O W d CJ o U Z it Of 7 O w W NOT TO SCALE o D3 SAMPLE TAPY Y Q m U w FOR SHEET ONLY S OryVLLu r TIII RMATI01v 0� o s= 0 N F IN Egw- �� Qc Mme DESIGN ENGINEER: a KEVIN HERRYHILI_ LICENSE NO: u 70415 I s DRAFTED BY CHECKED BY: DVS MJH DATE. 08-14-2018 JOB NO: 214318001 o PROJECT NO: ---- REDUCED OR ENLARGED PLANS. N 6.1-1832 PHASE: 1SHEET D3 0 1.. � U a F 9 w FOR SHEET ONLY S OryVLLu r TIII RMATI01v 0� o s= 0 N F IN Egw- �� Qc Mme DESIGN ENGINEER: a KEVIN HERRYHILI_ LICENSE NO: u 70415 I s DRAFTED BY CHECKED BY: DVS MJH DATE. 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- REDUCED OR ENLARGED PLANS. s 6.1-1832 PHASE: 1SHEET D3 0 1.. ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR CITY RECORD No. 15 of 23 REDUCED OR ENLARGED PLANS. a 6.1-1832 1SHEET D3 CITY RECORD No. 15 of 23 SL -0104 32 DIA I 32 DIA 32 DIA 1 I ;6CIA 1 1 " 4 4 ,+ � ' 16 DIA . 12" MIN 32 DIA 4 DOUBLE CURTAIN 32 DIA 32 DIA 16 DIA 12" MIN 16 DIA 12" MIN a .. SINGLE CURTAIN NOT TO SCALE 1 D4 REINFORCEMENTS WITH NO WATERSTOPS HOOK DETAILING A OR G oI DIMENSION o� DETAILING L DIMENSION D o 4Db OR a Db = (1) BAR DIAMETER D 2 1 2" MIN ¢ / D =FINISHED INSIDE BEND DIA. D = 6Db FOR #3-#8 D = 8Db FOR #9 -#it 180 -DEG D = 1ODb FOR #14 AND #18 90 -DEG DIMENSION OF STANDARD 180' HOOKS, ALL GRADES DIMENSION STANDARD 900 ' HOOKS, ALL GRADES SIZE D J A OR G D A OR G #3 2 1/4' 3" 5" 2 1/4" 6" #4 3" 4" 6" 3" B. #5 3 3/4" 5" 7" 3 3/4" 10" #6 4 1/2" 6" 8" 4 1/2" 12" #7 5 1/4" 7" 10" 5 1/4" 14" #8 6" 8" 11" 6" 16" #9 9 1/2' 11 3/4" 15" 9 1/2' 19" #10 10 3/4" 13 1/4" 17" 10 3/4" 22" X11 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" #3 TO #5 6Db OR 2 1/2" MIN #6 TO #8 12Db Z z o J Z w w � I BEAM 90 -DEG 90' 135' SIZE rHOOK A OR G AOR G A D OR zo G ? v #4 w I 4 1/2" Ob o a D - 3- #5 2 1/2" BEAM 5 1/2" rt 135 -DEG STIRRUP (TIE HOOKS BENDS SIMILAR) 90' 135' SIZE D A OR G A OR G ARROX. H #3 1 1/2" 4' 4" 2 1/2" #4 2' 4 1/2" 4 1/2" 3- #5 2 1/2" 6" 5 1/2" 3 3/4- #6 4 1/2" 12" 8" 4 1/2- #7 5 1/4" 14" FOR TOP BARS 5 1/4' #8 6" 16" _9" 10 1/2" 6" NOT TO SCALE �P L HOOK A OR z0 z w w g I D � O I FEET 04 EDGE OF SLAB INTERIOR CORNERS 4'-0' INTERIOR AND EXTERIOR CORNERS SL -0106 nb = (1) BAR DIAMETER = FINISHED INSIDE BEND DIA. = 6Db FOR #3-#8 = 8Db FOR #9-#11 = 1ODb FOR #14 AND #18 BEAM 135 -DEG SEISMIC STIRRUP/TIE 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" TIE HOOK 50Db #6 AND SMALLER 62Db #7-#11 9Db OR 6 MAX. STRAIGHT REBAR SPLICE SPLICE LENGTH / Db SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 507, OF THICKNESS CONCRETE STRENGTH (PSI) 2500 1 3000 1 3500 4000 1 5000 #6 AND SMALLER 63 57 53 I 50 1 45 #7-#11 78 _ 72 66 I 62 1 56 NOTE 1. SPLICES SHOWN ARE CLASS 8 SPLICE fy=60ksi f c=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2. SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. REINFORCEMENT BENDS & SPLICES SL -0105 1 1'KUVIUt JAKE t4UAL II TOTAL AREA TO REGULj REINFORCING INTERRUPT BY OPENING. PLACE ON HALF TOTAL AREA TO I SIDE OF THE OPENING. SPACED AT 3" OC. ONE EXTRA BAR EACH CORNER PER LAYER OF REGULAR REINFORCING (SEE TABLE BELOW.) SL -0109 NOTE THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT DO NOT RETAIN LIQUID OR SOIL EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 3 CONCRETE OPENING REINFORCEMENT D4 WITHOUT LIQUID OR SOIL CONSTRUCTION JOINT NOTES 1. KEYS ARE REQUIRED FOR BAR LENGTH SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 507, OF THICKNESS CONSTRUCTION JOINT BAR RECT. CIRCLE OF CONCRETE MORE THAN 24" SIZE OPENING OPENING < 12" N ,p #4 3�-O" D+24" _ 12" 18" �CL. #5 _ 3'-0" KEVIN BERRYHILL >i8" LICENSE NO: #6 S-8" _.D+24" 6+24" _ B = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN IN CONC. Q REINFORCEMENT SPLICE TABLE. NOTE THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT DO NOT RETAIN LIQUID OR SOIL EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 3 CONCRETE OPENING REINFORCEMENT D4 WITHOUT LIQUID OR SOIL CONSTRUCTION JOINT NOTES 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 507, OF THE CONSTRUCTION JOINT LENGTH. NOT TO SCALE THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE DxW LESS THAN 8" 20 9" TO 12" 20 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 CONCRETE LONGITUDINAL JOINT 1/4"x1/16" SAWCUT JOINT rn w (CAULK AS REQUIRED) NO WATERSTOP OR DOWELS AT JOINT SL -0'21 SL -0124 NOTES 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. 4. SAWED JOINT MUST BE CONSTRUCTED %THIN 12 HOURS OF CONCRETE PLACEMENT. NOT TO SCALE 7 04 CONCRETE CONTROL JOINT SI— 0122 FURNISH AND INSTALL ELASTOMERIC SEALANT IN GAP (SEE NOTE) SEALANT NOTE: ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH "SIKAFLEX 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT COMPLETELY. NOT TO SCALE o CONCRETE JOINT SEAL FOR INF IS TI ON 6.1-1832 - m1 a�a ko _ sN o` as mw`t °�a o opo Cert o CC LLI W • E�� H- C T ONrc\o U) N LJ J J U XY O N ,p L.I � 0 o W �a� �CL. Lf) DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 H- Of CHECKED BY: PAD Q (Y U 'ROJECT NO: ---- 1- a vrn<r C" � ONE INCH. ADJUST SCALE FOR � Io 16 OF 23 Cr O7 m C) w d U Z (n z H- W W y < Q On o F- O H d U U < D Z ZD 0 L.� v W • E�� �Q, C T ONrc\o O 2 300 >�J N 0; o M 9 T 3 O N ,p �E2• W �a� �CL. ¢ m� DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 'ROJECT NO: ---- PHASE: a _ 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDJCED OR ENLARGED PLANS. SHEET D4 16 OF 23 DET�i TAIL,;. "B" tLANUt. fR NOTE: BOLT STRUT TO FLANGE EEI W/ ANGLE FITTING: DO = WELD STRUT TO PIPE I I H DETAIL "r" R SADDLES: ARE REQUIRED ON ALL PVQC-900, PLASTIC, AG. CLASS 100, STEEL, OR WROUGHT IRON PIPE. L N STEEL OR WROUGHT RON PIPE) O (PVC -C-900 PLASTIC PIPE) P (AC CLASS 100 PIPE) QETAIL -"C " 0 rt SECTION p=D SLoBon BuNing ; n -----�i�,''ye O�fiy°i,� !O°i�f°i1,GG�y°`�✓,S�j�°�Gp!1� r�,l� �°j ° a -` �!rG� i°1�°Zi14✓r Z� �9y °� °�i �fi O� NO 1" THREADOLET R H R 1" BALL_✓ VALVE L I DETAI "G'> ■ LIST , PART DESCRIPTION Al y� A2 1" BALL VALVE 8 METER ADAPTER, (CHANGES 6/8' x 3f4' MEfERTO 1" SPUD SIZE &LENGTH) FORO ADAPTER A24 C ' 6/B` X 3/4' METER D tLANUt. fR NOTE: BOLT STRUT TO FLANGE EEI W/ ANGLE FITTING: DO = WELD STRUT TO PIPE I I H DETAIL "r" R SADDLES: ARE REQUIRED ON ALL PVQC-900, PLASTIC, AG. CLASS 100, STEEL, OR WROUGHT IRON PIPE. L N STEEL OR WROUGHT RON PIPE) O (PVC -C-900 PLASTIC PIPE) P (AC CLASS 100 PIPE) QETAIL -"C " 0 rt SECTION p=D SLoBon BuNing ; n -----�i�,''ye O�fiy°i,� !O°i�f°i1,GG�y°`�✓,S�j�°�Gp!1� r�,l� �°j ° a -` �!rG� i°1�°Zi14✓r Z� �9y °� °�i �fi O� NO 1" THREADOLET R H R 1" BALL_✓ VALVE L I DETAI "G'> 3" ELL, 40' 3' STD. PIPE (COVER PIPE f/ENDS WITIA BIRD SCREEN) 10 Fr -DEEP VALVE CAN 3/4 FILLED /WITH ROCK - 3" OR SMALLER FLOCK 1. COVER DRAIN WITH 12 -INCH DIAMETER PEDESTRIAN RATED GALVANIZED GRATE. 2-1/2" ANGLE VALVE W/ CAP FEMALE NPT X MALE NH DIXON AV250 OR EQUAL z z wo J J w O wz o 2-1, FEET 0 1 DS VALVE COLLAR -� 2'Ox 6" THICK CONIC PAD CONCRETE COLLAR FG UNPAVED AREA � TEE W/ 4" BRANCH J & THREADED RANGE WHARF HYDRANT MANIFOLD CONNECTION WHARF HYDRANT I TRACER WIRE (FOR PVC PIPE ONLY) NOT TO SCALE DRAIN I ( 05 D5 PLAN 2-1/2" AC FMATCH (E) SURFACE / ELEV. ROAD MATERIAL VALVE BOX LID CHRISTY G5 OR APPROVED EQUAL B" PVC OR DIP RISER � RESTRAINED JOINTS ON-SITE VALVE & VALVE BOX �N oN�Y INF�R`NAT� 6.1-1832 No 1R (n MATERIAL. LIST , PART DESCRIPTION Al 1' ANGLE METER STOP, FLARE C x METER SWIVEL NUT, MUELLER H-14265, OR EQUIVALENT A2 1" BALL VALVE 8 METER ADAPTER, (CHANGES 6/8' x 3f4' MEfERTO 1" SPUD SIZE &LENGTH) FORO ADAPTER A24 C ' 6/B` X 3/4' METER D 3/4' METER COUPLING (MPT x METER SWIVEL NUT) MUELLER OR EQUIVALENT E 3/4' DOLE FLOW CONTROL DEVICE, 2 GPM, OAT, NO. 002.0 F - i 2" MPTXFLAR BRASS. WHH 1 2";FLARE NUT G 1/2' TUBING, POPPER, TYPE K SOFT H 1' CxC 90' ELL Q 1 3/4"9 1"'IPT OUS14ING .Bi A& U -" 1" 64FPT .90` ELL - K: 1' PIPE PEP G.. -(PE W8, PC. 200, IOR.7) L 1" COUPLING, MUELLER. IPSPE INSTATITE - IPT MALE M- 2" PVCCQNPUIT) N: SERVICE SADDLE, MAL4FAB,LE IRON. DOUBLE STW 0 SERVICE SADDLE, ALL BRONZE, MUELLER H-13400 SERIES OR EQUIVALENT P SERVICE SADDLE. ALL BRONZE. POU9LE STRAP Q. CORPORATION STOP, MUELLER MT H-10003 3/4" CC -;I' M.I.P„ OR EQUIVALENT R 1' TUBING, COPPER, TYPE K HARD RT 1' TUBING, COPPER, TYPE K SOFT;'. S 3/4' ,SHALLOW STRUT WITH 1" INSULATED TU81NG CLAMP T:. i' Gx PT.:ADAPTER U: GLA VAL CSC 1'2" SWING CHECK CAT @83385 or EQUAL V 1/2w XCLOSE BRASS NIPPLE W 1/4' MPTXj/,2" FLARE BRASS WITMl-1/2' FLARE NUT X 1/4" ELL90', IPTxFLARE MAI.E,WITH 1/4" FLARE NUT Y'. 1/4".MPtX"E BRASS WRH 1/4' :FLARE NUT . Z STRUT (DEPTH AS REQUIRED) WITH INSULATED PIPE CLAMP SIZE AS REQUIRED AW W 1/A";TUBING. COPPER, TYPE K SOFT 88 SIZE AS REQUIRED BRASS ttUSHING CG- 3/4`x 1/2" IPT BUSHING BRASS DD 1/4 PJ.L 90' MPTxt/2 FLARE BRASS WITH l 2' FLARE NUT £E- 1-20- STRUT AND TUBING CLAMP,: UNISTRUT $0187022 FF 1" BRASS.. UNION GG TEE STRAINER SPRAY STSTEM 1/20'ATWB 3" ELL, 40' 3' STD. PIPE (COVER PIPE f/ENDS WITIA BIRD SCREEN) 10 Fr -DEEP VALVE CAN 3/4 FILLED /WITH ROCK - 3" OR SMALLER FLOCK 1. COVER DRAIN WITH 12 -INCH DIAMETER PEDESTRIAN RATED GALVANIZED GRATE. 2-1/2" ANGLE VALVE W/ CAP FEMALE NPT X MALE NH DIXON AV250 OR EQUAL z z wo J J w O wz o 2-1, FEET 0 1 DS VALVE COLLAR -� 2'Ox 6" THICK CONIC PAD CONCRETE COLLAR FG UNPAVED AREA � TEE W/ 4" BRANCH J & THREADED RANGE WHARF HYDRANT MANIFOLD CONNECTION WHARF HYDRANT I TRACER WIRE (FOR PVC PIPE ONLY) NOT TO SCALE DRAIN I ( 05 D5 PLAN 2-1/2" AC FMATCH (E) SURFACE / ELEV. ROAD MATERIAL VALVE BOX LID CHRISTY G5 OR APPROVED EQUAL B" PVC OR DIP RISER � RESTRAINED JOINTS ON-SITE VALVE & VALVE BOX �N oN�Y INF�R`NAT� 6.1-1832 No 1R (n N LJ J J U � CL U L LI O On E O� --H8 K ` 8 3 �OiO P F [If Q x U N LI 3 �zFi o9N• WcV3 O O n�� � ^, z J fY ��0 m�U • w CL rJ z � DESIGN ENGINEER: cn KEVIN HERRYHII_L o ww 70415 DRAFTED BY: 1 `s MJB m JOB NO: 214318001 Q PHASE: (D L� ORIGINAL SCALE SHOWN IS F7- o REDUCED OR ENLARGED PLANS. SHEET D5 CL U v E O� --H8 K ` 8 3 �OiO P \ I ` N / � 3 �zFi o9N• O O n�� ^, Emwe � L.G. • W .- a 0—CL mn DESIGN ENGINEER: KEVIN HERRYHII_L LICENSE NO: 70415 DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 'ROJECT NO: ---- PHASE: 0 1° ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D5 17 of 23 A ere noarng and atgarg Arms te a sklaws, no Rory - e s extend d nares Of ,rowan 60' beyond keskfe of was and shape STN/ ti¢ Mm&tm Amnd mtereen /.0' IN¢ man aboor bmea of pp. - - ShNf was ncancy and mtgmq saws n a mmdoh me of Me sone dwnela, Me lm T ndf Of p*,, fop may be .... ramrod bel. oaks mrd fMet the brokee sages AAM be plastered anom wrfh ca,mf mw1w. M PLAN AT SURFACE TV AN AT BOTTO PCC slc0 net to be Poured Only pang 4 n plore. SM and lid be e to 025' be to as Lu ashlwl paringj 4.0' STANDARD NOTES': MANHOLE I. M were AA, carlam to the wpbmi, sections of Me H spFrl6mlkos VlAted 5lmdad,Specdcalka; State of "?s cWhana, llepwrmml of Trmsparab`m; -pored OL aaw,t Odom. ad 2 M WkOd mande tants Map be Obs' with Kent sed w mprored beak .1k spud. keno, or mmhdes ret Romig, bu.¢Mel must be maimed end need, retrad w bead w nsW ZJ7 of POO fxr 3 %e Rost ren/add manene, sections shod be cwswcted o sf aawdmce rib Me prowisl'aas d ASTM C-478, H arrmt gatkn. O 4, M saws' mmhaes la seen loss loge tom 18• U n d'wrtelm, Aoe be IsW nM 7 -Lod;' a epporcd aged A A Cmcrefe pod shill be tmsd e4h a Mile P,rrAtsf • anhg cmrpand us pa WIA, 90-7016 of Me siddmd W adbobkotans )Rose mel 7 Ci��qqf d g / 6 See steadard d-abmq SW -6 ter Ginn& toner+: and DESIGN ENGINEER: dm mmhde detois KEVIN BERRYHILL 7 AN Mamas shah be smdIn Im1Med .0h sled nod, py�p,0 Lwow Cate o ' mdf snook be brown tmkhan bar 4p re4stdce. STANDARD w«" MANHOLE aro a'SHA H TYPE "A"_ "?s SW -2 OL CRY OF BAKERSFIELD CAUFORNIA ad (75an) 0.0 TOP VIEW 2 a' OR See stmdwd down 5Y'-6 fir GWpe Ad rover details The upper patrons of wail -Rod outq*g sewers MON be ,mond and Me broken edge shill be pbstmed smooth xih cemml a wla Note: PCC. Nos not to d pared ofd pomg a n place. 21 Mater, Ory Pocked SECTION NOTES 1. M work Md( canfam to the mg Adle sections Of be speOlkamo, entitled Sfwdwd SpecMc 6m,, State of 00(u!µ Dmabnent of Trmrpvdotkrn Wowd currml withn. 2. Mates soak angst at ons pent Fouad Cement and two pmts of dem, wok gradmI sad Pipe Okmeler 3 darts mot be Aped with mortar end neaNy deoned of's a sped an nsMe at tape. 4 Pre Rost rsh for ed menhde sections shad be constrovho n aaodwre bib the mosims Of ASTM C-479 twrdt edition. 5. Ercenhk aid Add be nsfadsd err the updh direction of on main ere Morava possble w as Aided by Me GG 4now b: Ad MdNixns belwem tape A'wts shad be a smalh "Ted swlece 7 A6 sem morhples /n seta 15700 larger than t8• n dnmeta, shad be Inst with 7 -Lock' or approved equal STANDARD wow ata MANHOLE SECTION MANHOLE awaK"" TYPE "B" �"` x.• CRY OF BAKERSFBD SW -4 nR wMm, eU611C WURK CAL�A aFPPfliYENi 2625' -- 25.25" y 1.5' 1. J75' See Oebd A" 20' CTwr.5, o 725' SECTION A -A 10' patter letters 0125' 15'sdf bid' aolnn9 h/nd pM 20"Pattern No letters, 0125' high A A SEWER Notch lid to And task hde Sae note 11 LO'Paltan 1.0'pa@wn 10IOr; 0,125" letters, 0.125' nigh MANHOLE high loca6en la camtry of wfgn NOTES: i. Ad homes and core's Ad be tested /a away Of Gf and Mol be worked n sets per to d&tire'y 2 The seats of Genes and bearing {ores of the mvss Ad be machined for o ..In own-rwkmg fit bedew, the two costings. S Cmtngs Ad be lhwaydy demed and doped I. R v goTk-dung, tet -Woo dandfc canavand to ronde a protective coding 4. A8 hones and oras shill be mer cast iron, Gere Gam won; aocks hde; swills Roil cad -shot, and Mad Aare v nonkmealk finish. Highway nerang skald be ITS X-44 5 Casing Ado cmfanr to the woodrms of Me specifications fa q'dy-son costngs smd deegmtbn ASW A-46 (latest reviAm) Dass Na 309 6. Me nano of Ma mmufaformg cmbomy Mal be m the underside of the tom 7 Mohde Gone shad weigh enl less Men 120160 nor mere Ino 250 ft. The cava Am edd not /ass than 120 Pon nor mare Man 201 etas. 8 Mm9ae cores Mal Aare d sof "hag bled pkk fide uldess Other.. mproesdi by the City Engmea. - 1.0' 075' 0.625' IO' par Cmenh9 RS 17" SECTION e -B role 11 10' Drs center hde 'Olt" 0,125' Ng CLEANOUT Machned Surlates 10.5' Toa 7C - DETAIL _ "A" 9. the 20' poltan terry m the maMMe teras Mill hore me of Me k9awmg designaloan: ORLON a A512W 10. AssaMly shah be desf sat for howl, eddng of HS 20-44. 11. 20' x I.0' diommd at 0.125" deep. PIPE '1 .0 1 EXCAVATE TO CLEAR PIPE BELL iN ♦4 PIPE 0.0. 12"-24' NATIVE BACKRL COMPACTED TO 90A RELATIVE AT MAXIMUM DRY OENS;W,, EXCEPT AS MODIPTED BY SPECIAL PRONSION. 95R WHEN IN STREET R/W. METALLIC PIPE IDENRFIER TAPE. SELECT MATERIAL COMPACTED TO 85% RELA RIE DENSITY. TRENCH ZONE COMPACTED TO B5%MIN. RELA RVE DENS TY. " 42' MINIMUM FOR 12" DIAMETER MAINS R SMALLER 48' MINIMUM FOR LARGER THAN 12' DIAMETER PIPE 4`4`6' MINIMUM FOR MAINS LESS THAN 12" DIAMETER 12' MINIMUM FOR MAINS 12' DIAMETER AND GREATER NOT 1) WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WHEN POSSIBLE. 2) IN PAYED AREA MIN/MUM COVER SHALL BE MEASURED FROM LOWEST GUTTER FLOW -INE GRADE. J) IN PAYED AREAS. SPECIFICATIONS FOR STREET STRUCTURAL SECTION, OR PAVEMENT PATCHING SPECIFICATION SHALL SUPERCEDE BACKFILL AND COMPACTION STATED. ° WATER RESOURCES DEPARTMENT " CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH D6 D6 s o MAMA Eli - FORESON�s SITEENTRENCHES� REV. FENCING TABLE erore a top rw er - 1.625'(40m) H 6' 1.8 m DC (as,), (axa OL R0, gotswand PFe, 21,76/l( (11k9/m) J (75an) 0.0 20' MnT�1 I 20' Mo. or. Pi. - 57MD/R 10 t0 ret Romig, bu.¢Mel 1Mkmld a 409ma ZJ7 wore fxr rUi4��m� o bore wild toss rods cine Posf H ton A dgfMn O r-rnw. err U Iamild a rooter post A ee ego rt. • W 90.Wf, Pe1 w[ql. )Rose mel 7 Ci��qqf d g / ( DESIGN ENGINEER: - KEVIN BERRYHILL (I875'yo py�p,0 Lwow Cate o ' LICENSE NO: Q rli�) m Lt � (Ilp m m ELI °yon'-• ° ".. PAD D ° V) z N ;T 1 lMghf - 58 Otf W JOB NO: 214318001 / L��sCC'(40Mm)S�T,P L� fimg - 1857. PHASE: A DO u � d/R 00. 9W tape 7XII?' 9' (2J1m) M O a ONE INCH. ADJUST SCALE FOR Z " Close S" P.C. <' ad (I lkg/m) Crmmackl (lsmm) O.R gate SHEET DV ccnwete 20' (Stinm) Min. P Ia*ng demote eifh t0' (.2Sn) M66 10' (.ZYnJ MTh. 23 I.5• 1 NOTES: mbudd 1. nslatipAs, of fendel and gates Ado be n accordance TITh (asks/m) M Me requkmrmis of Section 60-4 of Me Stmdmd Specifcatimg .615' ("2=ddn State of Cailama, Oepatmet Of TrmspwMAVk IAOIO d H1 curart edition 12 x 031) cmte curd A AO°bk*x lYwear A In alias be crostrvctad uwW dt Mces a LS'(4pmn) deweice between the nob and IdWr shill be used TYPICAL DETAIL AT S See stmddd 0-17 !a tonere at. -I- LL10•Mn. CULVERT END WALLS (R.imll (30wnJ NOTES: MS 4 Cama pasts Aad N instated at A moss M /arca Tae I. Submade Aqd Ad be constricted Mae to goodie and mase senor nM codedefan at BAT to a Myth d to .n excess of 10: de49w1m: A -J92 pros t 2 Concrete Mab be tlmr W and shat M ofMi, 25' (65an) a fid"en o/ Among and gales Nor be n a of On Me rt IX o! pile 5. End, ca ma, and gate posts shot be Woced to the newest ad 6alri fr,MrN. 1.5 041do J aneete Ad tmlon no ak4ll. mess tab ortten R a,* ..W.W by Ire sty of Hakmsfl* elmtWd derduq Ixre pod with gahmized dkgmo a haizmld braces used 0-11 Ado he ono ei Am,'hex Mat ae awaO MM a Mile p xoed t ,N earymnd tmylynq to ween Stl-7018 W Me rradad wbieotmx m congeal" mmrbes and gme nized OJ75' (lpnm) sled \�\\ loss rads with turnbuckles a toss 6ghlma used as tweed Dore A. ;i�' m`)W1.. members teewessom ,order aW gdK 0375• (10mm) ems Iruu nV��A rale ank hwnduofe a bum lid t. utW os helekn mmtas SECTION A -A 6. Fabric sndl be (astmed to gate pas( twmnd post, a carter - 9 boded, with J x 5 - 4 gage Fane m anso. Mot the fah ire R.i.s. past nM O25' x R75' (5mm x 20nm) stretcher bo bads � at 80' (0 11) on Ca+ta FENCING TABLE HEIGHT 1 H 6' 1.8 m DC (as,), (axa OL 2'-6" .76 m (75an) 0.0 20' MnT�1 I 20' Mo. or. Pi. - 57MD/R 10 t0 ret Romig, bu.¢Mel i>. ZJ7 wore fxr rUi4��m� o after weaft drooled . On91ean4" ton A dgfMn O r-rnw. err U ce :a W ee ego rt. • W 90.Wf, Pe1 w[ql. rWZ rrtrtl �e��e DESIGN ENGINEER: ad%u1, KEVIN BERRYHILL (I875'yo py�p,0 Lwow Cate o ' LICENSE NO: 7 Took shill be Imtebed to line past, last runner, and bolloen tensa wires Mth tome balls gwced W. 14' (0 361) mot 6 Faber shoo conform to ASTM A-392, pass 1. 9, S,*&e prmwatiad Axid be ccnstrucled foe to grade and vans section wfth carbonates, of 90T to a *PM of 05' To Ism). STANDARD nex.xm. CHAIN-LINK FENCE .1. CHAIN-LINK e". ..T S. �r0r ,w CRY OF BAKER�LD D-12 CALIFORNIA REFER TO CITY STANDARD CHAIN LINK DETAILS ON SHEET D8 FOR ADDITIONAL INFORMATION. POST GATE WIDTH AS orc�inFaz nv r�ravo • Ls r(� W Fadde - 9 ga. 20' .[0' JO' pass s'PC can. (as,), (axa _J W oSRwOl meth son: (75an) 0.0 20' MnT�1 I 20' Mo. or. Pi. - 57MD/R 10 t0 ret Romig, bu.¢Mel fkwizaultl a ZJ7 Fdxk - 9ad. 20' Ad Mn. fxr lq+ d ea de o after weaft drooled . On91ean4" ton A dgfMn O nmmw.wam U 8375' (ICburt) W cera0' • W .. R (111e• DESIGN ENGINEER: ad%u1, KEVIN BERRYHILL (I875'yo py�p,0 Lwow Cate o ' LICENSE NO: Q rli�) m Lt � (Ilp m m ELI MBd, - !6'I40nJ 2sng'exF PAD D v V) z N ZO lMghf - 58 Otf W JOB NO: 214318001 REFER TO CITY STANDARD CHAIN LINK DETAILS ON SHEET D8 FOR ADDITIONAL INFORMATION. POST GATE WIDTH AS orc�inFaz nv r�ravo • Ls r(� W J .[0' JO' pass s'PC can. (as,), (axa _J W ° Cate Parts - 2875' (75an) 0.0 20' MnT�1 I 20' Mo. or. Pi. - 57MD/R 10 t0 Tm,-)J l /.5 )T (10 (b gO) ZJ7 Fdxk - 9ad. 20' Ad Mn. fxr (Yhrn)mesk SeeK PEDESTRIAN GA TE o after weaft drooled . On91ean4" ton A dgfMn O � e Row U 8375' (ICburt) W H • W .. R DESIGN ENGINEER: ad%u1, KEVIN BERRYHILL py�p,0 Lwow Cate o ' LICENSE NO: Q with huv rods m Lt � (Ilp m m ELI MBd, - !6'I40nJ U PAD D v V) z N ZO lMghf - 58 Otf W JOB NO: 214318001 / J fimg - 1857. PHASE: Q DO u � d/R 00. 9W tape 7XII?' Care Pel - 1675' O a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, <' ad (I lkg/m) Crmmackl (lsmm) O.R gate SHEET DV Ia*ng demote eifh boyo 57gb/ff 18 OF 23 I.5• mbudd drtp der (asks/m) •10' DOUBLE GATE AC Cmoste -I- LL10•Mn. (R.imll (30wnJ NOTES: MS I. Submade Aqd Ad be constricted Mae to goodie and mase senor nM codedefan at BAT to a Myth d 7 Chas -IM !oro Alio Mao cml m M Me .peciasatins Of ASTM 60•(a ISD) de49w1m: A -J92 pros t 2 Concrete Mab be tlmr W and shat M ofMi, 25' (65an) a fid"en o/ Among and gales Nor be n a of On Me to 55• (al4m) sio, Cmaete shat d fraeekrt moofn regWenrals of swMm d14 of Me laAmd' Ss Amfix ad 6alri fr,MrN. Stele of Cdkria L4porwnt of irmgwbtkn, wow Cumnf 10mr J aneete Ad tmlon no ak4ll. mess tab ortten R a,* ..W.W by Ire sty of Hakmsfl* elmtWd derduq ,pmol•' d adhein:d kale Me aly Fngnm: Gaaefr 0-11 Ado he ono ei Am,'hex Mat ae awaO MM a Mile p xoed t ,N earymnd tmylynq to ween Stl-7018 W Me rradad wbieotmx RlEn,wF. P-llrE` A. End rarer, ad gufe poste Mab be bored (o Me roost Dore fie pcwt 'n""K a,gmd a hesuanld is. esef ar STANDARD eT�7gI teewessom ,order aW gdK 0375• (10mm) ems Iruu rale ank hwnduofe a bum lid t. utW os helekn mmtas 5 IMn r5 euba0d won & fl Mill be used CHAIN-LINK GATES xus - 9 boded, with J x 5 - 4 gage Fane m anso. Mot the fah ire R.i.s. k:tktd n1e podfim Roil inn adY de remrol MM tads � �'� OF � LD D-13 Mm m node MM flthp a wAim with edea 6 r- M, all "amended! AL.F'AA VVVVV 11 err Examw wauc rotas oevxnnurt REFER TO CITY STANDARD CHAIN LINK DETAILS ON SHEET D8 FOR ADDITIONAL INFORMATION. POST GATE WIDTH AS orc�inFaz nv r�ravo U) W J W U >izA� _J W Of 73 VERTICAL STAY O I ZJ7 ELI fxr o � On91ean4" O � e Row U w.v' c/id� a�/� FEET T U STANDARD METAL FRAME GATE y 3 X POST MIN WITH 11 GAUGE 2" MESH CHAIN 8" MIN LINK FABRIC LENGTH AS 1 2 SPECIFIED 7 Os CHAIN LINK SINGLE GATE 6.1-1832 1 rFo P.bou�� da a"h' S''�c oa`owd mSo`5 c€oa F�v$a=_cEL - m moo Eo - _=Ev - - - _ go ®l � U) W J W U 0 _J W Of 73 O O I o�ga ELI >U o � On91ean4" O � e Row U w.v' c/id� a�/� W H • W c V 3 DESIGN ENGINEER: a KEVIN BERRYHILL 0 LICENSE NO: Q of m Lt O ELI E1_ U PAD D v V) z N ZO co! W Otf W JOB NO: 214318001 ROJECT NO: ---- J PHASE: Q DO u � � O a ONE INCH. ADJUST SCALE FOR � T o mory�m W QNM�an w 0 O I o�ga >U o � On91ean4" O � e Row a r w.v' c/id� a�/� W m • DESIGN ENGINEER: a KEVIN BERRYHILL " LICENSE NO: G 70415 0 DRAFTED BY CHECKED BY: `.° PAD MJB v -- DATE 08-14-2018 N JOB NO: 214318001 ROJECT NO: ---- J PHASE: i ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, <' SHEET DV 18 OF 23 m Ga Sawcut / a rear' .. 4a Gass 2 Portland CerNnt Conaeta Color and finish to mulch adjacent immanent Sdec! Materia (if reguked) PATCH IN CONCRETE SURFACE fxrafkrg /- Portland Cement Concrete rpa'tic Paint Binde Existing Ashgadt Conponewaefe Poeement rice each side NOTES I+ Al wa+mmehip and motands shall conform to the requromants net /nth M the Standard 5pecidco wsn State at Cdffirm a,, department of Tronspodab'ao" approved unloved edition. 2. Sowcuts shall be made porohd or at not angles to for ceitef s of the street. J. Depth of select materfat H rpgbbe'4 .oral be SURFACE determined in the field by the ongmeer. 4. Patches less than 2D' front existing patchan, edges of pa elf, or gutter shall be extended to Arch he the ede'mediale, punted slrp of exptuq pommenl. 5. Minimum patch width shill be 20' of its smdlnit aw ewen, doles otherwpe allowed by the city ergmee-. 6. Ref.. standards ST -O and 5I-14 far cmpoctun (equk"na fs 7 for patch in asphalt concrete unless othbewpe agowxd by the city e'gineer A. lad streets mMMmm 04' asphalt concrete OW0.5, Gass 11 aggregate base. B Artdbl and inflator sheets minimum 0.7' FACE asphalt concrete am I.0' Gass H aggregate base STANDARD m."" xU a.wPAVEMENT PATCHES "M SNA ¢Am[ N.T.S. rweeoKD 7 era CRY OF SAKEF&FIELD ST -11 2 CALFOFHA D7 WiKS DITAMEN1 ROAD TRENCHttPATCHES) Pawement IgiodYl compacted to 95X replies compaction M roadway areas /ran 30' hew rd bad of curb, excluding all but The outer 1.0' of the mesion uveas and M uhA within the existing, accepted roadway kriprowdmeets. LmdrPol compacted to 90S Matthew canpactlan M of other peas. &xMill M pyre zone compacted to 9=rididne compaction. l� Sw Id Backfill materia within the ppe zone to canna. to roles 1, 2 and J. " rc Fn pubrra utilities , coubroction requirements as per the Public r 'v "h Ccmmisslan General adras Bedding Materiel la flexdle P�pa loo ASiM 0 lJ21as NOTES 1, &ofd far Rigid Ppe BookbY rumen within the ppe zone shall be bee of odohniious materiel and shah hoes a Sand Equideed of nol less Ihan 20 and sand canlom to the fdloeog grading: Share Sie Percentage possMg 3/4' 160 Na 4 35-100 Na 30 20-100 leis badNl material shall be placed M not to exceed we foot (I.O' loose) laysrs skndtan ously on each side of the ppe M such a mover w root to damage or disturb the ppe an its alignment and grade Each Myon shag be Maroug uT comp- acted by mehamicei tnrpurg. Bodfd mat•mb shut be propoly canpacted to sprkgline prier to ponledmg. 2 BadMl inn 6exmble pine. - Ppe and Httkmge sW be Mstdled in acandann, with the current ASIM Veariusim 0-1,27 Only Class I and II embedment materim's wilhM fine ppe zone well be considered suitable. BRAM the pine zine, wofn Hooding and r¢tling shot not be used far badfdl compatwn for Hexffile plan. The bedding and haunch m, end be hood placed to the Spring line of the ppe and Paved, compacted. Fm sewer mains, Class I bedding is required for bedding and hounchmg Care shell be taken not to didecate the ppe. the newomg bakMl M the lops zone shall be hood pined and cmmpated in lifts not to served 6.0' thMrress Bad MI material shot be propedy opinionated to Wwrggne prior to proceeding J. ad I meloid anew an the ppe zone shell be bee r of delef7.f ti eke and krmpa ar Blanes exceeding I 4.0' in greatest dnnerdan and shall be placed M not to exceed oma foot (1.0' lase) lovers and each layer small be thoroughly compacted by mechanical homely. I Finish Crude I Depth envies deafening an the street's Trohn, index (Lt). See Table B" below RULE 9' IRAFFIC WDEX DEPIH JB - 5.0 1.2' 5,5 - 6.5 1.5' 70 - 8.0 20' 65 OR MORE 2.5' BackNl aerourded to 90% retutfee compaction our limit oflaps zone shill be 1.0' above e oflope bell or the outside diameter plan and ppe. or cMdVlt 4, Testing of backfiil malencds shot! be M accordance with the tests listed in Section 6-501 of the State Standard Spaificpfions (ar ASIM D1557, Method "C) for bench width 9wher than 1.0' /f trend, Main Is fess then 1.0; hands with 2 sack slurry, 5. Coipactimr tests win be required and shill be the regions- /bYily of the developer / 5ubd'dder/ Conhncto. The number and location of the tests oral be determined by the City Engineer. fie tests chuff be M accordance with the tests listed in Sectkn 6-301 of the State Stmdnd Syairlcations (o ASTM 01557, Method T-), 6 Each toyer a badhil materiel dIOH meet the compaction, sand equiwlant and gradation regp cram ads before the next layer ms placed. 7. Far pommeil Patches w#hil paved areas see shemad Mewing 5m-12 M this design maraud. TABLE 'A" The folio winq shall apply for hen ch widths: PIPE WIDTH IN GREATEST TAMPING CLASS I BEDDING DIMENSION OR SLURRY I.0' or less 1.0' wider 4.0" wider' -u o". both sides both sides LO' op to 2.0' 7,0' wider So" wider 3 _ Ocai "-g both sides both sides 2.0' or more 1.5' wider 1.0' wider J both sides both sides TRENCHES IN THE F STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS FILENAME: ST -12 D7 Standard curb & gutter NOTES I. Premanf shah be Type J asphalt concrete (A.C.) meeting the requirements of Section 39 at the "State of Collftmia, Department of Wansprktal, Stmadn i Sped6cdtiwn' upomwor current eallon, uoese othe'wiee required by the City &gh7aar. 2 Aggregate base shall be Gass 11 agegote base cambering to Section 26 of the State Stomc'nd Specincotians J. Stracturd sections le, all sheets shoo be designed using ball, indexes M accordance with the prowinians of Section 531.1 of the Subdin'sian and Eagmeaiag Design Manu& 4. Sul test onto used M the design calculation shah be hrmplred by a sag testing laboratory report to be signed and laded by a licensed angmeer. 5 ,menu, A.C. thickness is to be 02' Type 3 Minimum Aggregate Base is to be 0.4' 6. A "let), Anchor o/ 0.2 shall be applied h pavement cukulnifft. 3 Asphalt Concrete 6 A compaction of 90Z shall be oblahed far a minimum of 6.0" below the Gaoling Plane Depth 'r shill be in conhrmcinre with the Iagowieg table: bosh, Molex J.0 - 5.0 I. i' 55 - 6.5 0' 70 - 60 20' 65 or more 2.5' 9, For Asphalt Pawing Notes, we Standard . will Prodskes located M the Subatedesin Design Manuel. STANDARD STRUCTURAL PAVEMENT SECTION 'SII01 •• ST -13 "JIM tz" Td, ALL EDGES 4 07 CONCRETE PAVEMENT SECTION #4 0 18" OC BOTH WAYS NATIVE SOIL COMPACTED TO 95% REL. DENSITY 6.1-1832 5N on opt - s: Pim - bed mw`� woos - � 3 ELVw� a€La 06 a°a5 �zdy,-�cS�tcSo �E�Ev odd z O N w d z w in o ,,6 in F - °NR -u o". O¢ w 3 _ Ocai "-g .cO. (( >U U o J 0DoO N Q 6 O r J m :D KEVIN BERRYHILL w LICENSE NO: 70415 0 3:O DO DRAFTEDBY: CHECKED BY: °' PAD MJB DATE: 08-14-2018 n Q a JOB NO: �v j ROJECT NO: ---- PHASE: 0 W (V 3 ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FDS REDUCED OR ENLARGED PLANS. <' o SHEET D� m Y O 0 GF 23 w tZULv o to z Z ww 1' Ne Q Q m C7 L, f- O n U U H co 0 r Ml O U Q in o ,,6 in °NR -u o". O¢ 3 _ Ocai "-g .cO. (( >U o 0DoO N Q 6 O r m DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 0 DRAFTEDBY: CHECKED BY: °' PAD MJB DATE: 08-14-2018 n a JOB NO: 214318001 j ROJECT NO: ---- PHASE: 0 1" i ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FDS REDUCED OR ENLARGED PLANS. <' o SHEET D� m 19 GF 23 y 2,aa FntMO dance - lO ro.:ml °a aLa `w 3 a v o NOTE5: aw~ I. WHEN CRD55INI6 DOER ROADWAYS OR ANY OTHER HARD SURFACE, z ALL 5FLTRCAL WIRING AND HATER LINES SHALL E INSTALLED 25' �/ �� (O T&O DEH', INA 5Ch¢WLE 40 PJG %GENE. SLEEVE SHALL BE 2 1\+ Y/' 4,0"O m) -- `---'r('I,(I ( - -._.. .....- _- .WISHED GRAD[ I I L- WATER PROTEG ION UNIT __ "$� T A I" ,WIT 4, ,n (e E TIMES DIAMETER GP CONDUIT / PIPING, ALL ELECTRICAL CONDUIT f� $HAL HAVE I' MIN. DIA. FOR 110 VOLTS AND 2' MIN. DIA, FOR LOW �✓,? � YOLTASE, SEE Lltt STANDARDS SHEET L-3, DETAIL H. it ¢,, PLACE MnxHccn WI .,." �iNir�iT / F � i"� �,�� ", I (t _ I4 i.. . .'I.- :. % � (" ��� � -T �' e (0 4 fnU T - I. MY "� \ (Q 45m) ' �" - (;'� >: oc�ci z'b rvc c�"Lc�ov 2. YWEQE THE RAINBIRD MAILCOM IRRIGATION SYSTEM IS NEAR rrt!: Nwx UNE F Ac=_ MRH6Anon ca1TRc! F \ , j '- kOADWAY / HARGSCAPE L. \ 5 MIN \ � /} d P I "� - $ MINpSPEGIFlED, ht E.v TFE MAXICOM CABLE MST NOT COME INTO CONTPLT Ar THE s OOLCK { YUREs DEAR E MAIx` P051 aK MZ5 0 ANO AP'0 Rr ATH THE FOYER `.AvPPLY OR VALVE WRING, LOCATE THE MAXI- O 1 - - / < u _ _ y 5L[E✓[ /, ' \ STRC[i .-( rv-' �l ^ ( 04I v .. _ FINISHED `-� � ° v a CLOCK F051TION, (F(I" IMERJALS. COM1 CABLE NEAR THE MAIN LINE ATA 9 0' Ha LATE NI AT Y :� RIGHT-OFWAY ONLY �' n / I J? .( _5' (o,45rr11 BEHIND - �� ��E_ I REQUIRED ON A'1 A55EMC E5 3, IF MORE THAN ONE LINE 15INSiN1ED FOR TRENCH, PROVIDE 3Ot.ttK frSmaL `f uT ,`}----- GONCIIT / P PING /v RIGHT -OF WAY LIME I5 MIN H IJ9mi AEOVE 5 M N / CONCRETE / o y € 0.5' (0.15rrt) HOFtIZOMPI AND VERTICAL SEPARATION. ..44v - 4. ALL PJC SOLVENT (GLUE) SHALL E DTII (PRIMER IS 6ALKFLL..::: ` 045mU wN'R` (04 . SLAB PLAN �1 .: i zv- w; p MAIN LINE REWIRES) ON MAIN LINE ONLY), o /, / PAN weH LT.,' 3�\iv '. w - �... H€=oa=L«d5«dated 5. LAWS,, NO IRRIGATION IMPROVEbENr5 A1HIN THE i Cn /F! y k 6o (15gmU K RCtii.AN KTC C tt I i - �"tt DEDICATED STREET R6H -OF-HAY MAY REQMRE AN OPEN STREET PERMIT. CHECK WITH CITY EDINEERM, DEPARTFENT HO'(o 5M) IwOED rvznOE FOR REOUIREMENr5.(f. 6. INHERE OPEN STREET CUTS ARE REWIRED TO INSTAL VARIW5 �` n.lx`Va �'; �'3TVS'L� U %" 40 olmi J V' j ✓ivT? 1YI`NED SWNDE � C NCRETE •HWs> `� v` Z.v HI F BLL <PERGPL� 1= -. b'. Q �. IRRI6ATION LINES AND/OR WIRES, ALL STREET PATCHINS WITHIN 1 "-' ,.: r- . FROM YWTR rl I TO VA -AES METER \ GALA ZM PIPING t FITTING Howw\Y/NP PPO; SQ• ? sN s !-YP.cAL mxaurvJ�) THE Ott RIOHT-of-HAY5H . N IN AcwROAWE ATH CItt "�j�` (� ELEGTRIGAL CONDUIT O -, STANDARD 5t-12 OR A5 DIRECTED BY THE Cltt ENrzINEER FOR LARGE` t REDUCED PRESSURE BACKFLOW r m t ALL HALL BECLASSWDE FYL. TLRr HEus �/ LIN LATERALLOCATED T+�, / `�� ASSEMBLY (Greater than 2.0 (SOmm) Dla) LATERAL TEDW WON F A LATERAL LINE IS LOCATED UNDER A HARD WADE, i; ; SCHEDULE 40 PVG 15 REOUREP, F�nFa�Kf NOTES: /� NOTE5: Tu 5. WREN THERE 15 A CHANCE IN PITTED DIRECTOR, ALL IRRIGATION H 1. MEN CR051N4'i UNDER ROADWAYS OR ANY OTHER HARD S.RFACE, 11 ./ L EXCEPT A5 TOTED, ALL PIPIHG AND FITTINIFh SHALL E MAIN LINES LARGER THAN 2ND' (591 IN DIAMETER IfRE55'dtE (� � la LINES) SHALL BE SECURED WITH CONCRETE TRUST 0140 5 IN '%` ALL ELECTRICAL NRINO AND HATER LINES SHALL BE INSTALLED 25' y o �/' GALYANTAe UNLESS APPROVED 4 BYTE ALGORDANCE ATH MANFACTRE5 RECOMMENDATION AND % (076mI DEEP, IN A SCHEDULE 40 PSC SLEP/E. SLEEVE SHALL E 2 ➢NES e% DIAMETER OF CONSULT / PIPINE. ALL ELECTRICAL CONDUIT SHALL HAVE RECREATION AND PARKS DIRECTOR. .' AS DIRECTED BY THE ,CREATION AND PARKS DIRECTOR. 0 Y I' MIN. DIA. FOR 110 VOLTS AND 2' MIN. DIA. FOR LOIN VOLTAGE, i`� �. / BACKF-IL 2 DIA LESS GRAY GiTIN65 / kFFLES 2. USE TEFLON PIPE TAPE ON ALL TREADED JOINTS 0TH WILL e: Wu.Tws, SEE CITY STANDARD SMM L-5 FOR TMMT BLOCK DETAIL. /' i. i,/" . ¢' 2. SLEElE SEAL EXTEND LO' (03rt) EEYOW NAD2CAFE ON ALL EI&YT '7 NOT / / AFCFkNED E(YJAL BY THE RECREATION PUP PARKS DIRECTOR. a. AL IRRIGAnoN MAIW.iNFS 2.0^ F,cmN IN DIAMETER AND LATERAL LINE_ T B. IMPROVERIENT5 WITHIN THE DEDICATED STREET K15W-OF-WAY!AL S% BILL. I 3. ALL MAIERIALS 9+AUL BE I&N AD FRE' FROM IMF'ERFFLTIOS -S% SHAG BE SCHEd.LE 40 PVC. IRRIGATION MAINLINES GREATER MAY REQUIRE AN OPEN 5TREET PERMIT. CHECK NTN CITY � � CONDUIT'r PIPING IN\ NOESZ BRAS` 'YTW55 O_ THAN 2D' BOW) IN DIAMETER SHALL BE TITE PJC SCHEDULE 40 OR ENSiNEERIFNG DEPARTMENT FCR REWIREMENTS. � IO (03rtJ h SEE PPPRO`/ED tAND'AAPE/IRRIOATION PLANS AND f NI W E5 to APRtOVFD EWAL BY THE RECPEATION ANP PERKS DIRECTOR. H APO /E HI6FE5T F NIWX LEGENDS FOR SPECIFIC MODEL NMtSER5, SIZE, O ANTITY,, FMIs:¢D swoe tn' [o5m1 10. ANY AND ALL CHANCES 5HALL Be AFPROYFD BY THE RECREATION � --- -- 4. VHHERE OPEN STREET CVIS ARE REWIRED TO INSTALL YARJ05 ',/ / 5MMKLER HEAD GRA[ : _� MANIPPCTRLRS, AND F[RFORMAIK,E REgkREN$'NI5. "� (PB ONLY) W DO AND PARKS DIRECTOR FRIOR TO IMPLEMENTATION. T-�j�`„�"�' -. F ,"! a .6 IRRIGATION LINES AND/CR ARG, ALL STREET PATCHILY NMIN "' ;'Fji\/\SEG. /r THE CITY RIGHT-OF-WAY 5HAL BE IN A.CCCROANXE NTH CItt SECTIO MIN 5, ALL TRAROSONS FROM GALVANIZED PIPE TO PJC PTFE FHALL 15 MIN. MIN __ IL AL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WhH uR G COMPACT CITY STANDARDS, THE LATEST APPROVED EDITION OF THE Lwow � Fat LARGE l , q � B STANDARD 5T -I2 OR AS DIRECTED BY THE CITY ENGINEER H SLEEVES � CONCRET€-, o 5LAB / BE CONSTRUCTED ATH SCI�IAE 40 FEMALE ADAPTOR OR '045rtJ 0 ( APPROVED EWAL BY THE RECREATION AND PARKS DIRECTOR. OMLHA9 ARF NEAa, Acccw,IHU TO Ott sTANOARO ALM51 IG CODE, MANDFALT14ARB RECOM NERVATION I5ECTION �/ ry 57 S 5- LALTAIIS:FEcS. 5. AN( AND ALL CHANGES SHALL BE APPROVED BY THE RECREATION •, ... '.. - +. 20 OF THE STANDARD SPECIFICATIONS, AID A5 DIRECTED BY THE A. FOR OA tart vDau>= rr�ATYert OR AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. v �F'C! �/i`k�2 id�6ild�/A� / � �"�''� 6. A 60' (0.ID9 THICK REINFORCED COORETE OAS IS RECREATION AND PARKS DIRECTOR0Y TI£ T >V F" R ATbN ND PA:Ju G 6. ALL ELECTRICAL INSTALLATION SHALL Be IN ACCORDANCE WITH 61TY 5TANDAR05, MANUFACTURERS RECOMMENDATIONS, SECTION REQUIRED FOR ALL WATER PROTECTION DE410E5. MMIMUM (p6P�) UN ON5 "G Y A FII I R� OLERANCE OHIO. E 15'045* ON ALL SIDES OF THE 3- V//G / 12. ALL MATERIAL USED SHALL BE NEW AND FRE FROM IMF£RFECTIONS, -'� DrMATI. 19. SEE APPROVED LMDSGAPE AND IRRIGATION PLAINS AND lE6END5 LLs Ll - Fv v' FOR SPECIFIC Moon tom, SIZE, GJANTITY, MAr+LALTRER, :h D P IVRROATl, A CON 20 OF THIS STANDARD 5PECIFICATIOD,, AND AS DIRECTED SIT 111E RECREATION AND PARKS DIRECTOR. / !, •<' /;/ r + GOKCSrT GtYICE AND A5 DIREGiED BY THE RECR[ATON RD PERKS DIRECTOR. SEE CITY STANDARD J, SHEET L-4 r �> prea+srEcr ,>+y O a, WIRES � RE SAN AD PERFORMANCE RECOIFEMEN'T5. RALE MAgCOM WIFSG BMD1iJq Tnrtc Ai ~ ` l T. ALL MATERIAL DEED 5HALL BE NEW AND FREE FROM iMFERFECEONs. 5. AL ELECTRICAL INSTALLATIONS WITHIN PARKS OP, VPC T. AL IRRIGATION INSTALLATION SHALL E IN ACCORDANCE WITH �` F % THE 14 NO OTHER CONEVIT OR PRIM MAY E ALLOYED MEATH TtiE MAHn LITE a Cam, INrRh5.1 CITY STANDARDS, THE LATEST ACCEPTED EDITION OF F `: m AT TTE a O':A.xK LOLAIF 11MO5 AT DE WIHIN IFRIGATION flFNlb OR CONTROL LINE TRENCH. % x61noN FARK'WAY5 SHALL BE INSPECTED BY FRLIG WORKS ELETRICPL ., .T -`*rt \ -- INFORM FORM PLUMBING CODE, NW4UFPLTIRERS RECOMMENDATION, ?GALV4N ED' '' 3 ocLccK wslTat S.HPERVISOR. " . 51SOTON 20 OF THE STANDARD 5PEGIFCATONS ARD AS MULTIPLE LI NE5 O a NO OTHER CONDUIT OR F1FRL5 MAY E D ALLOHHTHIN ELECTRICAL �• ,r✓ / � ,r✓ Lt ,. /' „z DIRECTED BY THE RECREAnoN AND PARES OIRELraz FROM A55EMBLY TO VA_VE5 OR CONTROL LINE TRENCH K MUTEBACKFLOW (2 O' (90mm) and IP.99) 8. ANY AND ALL CHANDE5 SHALL Be APPROVED BY THE RECREATION AND PARAS DIRECTOR BEFORE IMPLEMENTATION w �a CITY OF BAKERSFIELD xEvlsloNs CITY OF BAKERSFIELD xEVISIONs CITY OF BAKERSFIELD REVISIONS Z�^)d DETAILS FOR PIPING, DETAILS FOR FT GCTRICAL CONDUIT DETAILS FOR POTABLE d TRENCHING, AND BACKFILL TRI NC;IIING, SL t VVING, AND R ACKFu L WATER PRO I ACTION . m 51 31/9 SEE a S ANDA RD5'1'4NDARU NI iV'tJAItD o PLAN No, 2 PLAN NO, 3 PLAN No. Da �I L-2 D8 '4 L-3 D8 I L-4 gt'NH'I;I, IL�., :�: H: I,<,��rar �r;ax., (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) � w J U :D V) NOTES: LLJ� O J_ P MOUNT L Am�,Y WIL A' MSHTAs PER WILL TEST DIA � - W Q C AINLE55 STEEL . _.._ _ ` / - + F TRESSLRE TREATED) LODE POLE F'e RBAOYE NUR Rr FROMKILL D5'VMP it g n>ff srAKn FROM PLL n Awr MATEwTI vs.Hv£t� ro THEE Ed Q U Q EONTROLLER AUT OMATIG �GL05URE '-� ` = CONTROLLER �� PATER& PROSLTTSKI �I % l I \. IKy ,(I 4� 3, GONSiWGT H]AO AS REtlNRR T05KLFE PWlT56TABILITY AFATM ?P PURIATREE W � I- � Q >- TOMATIG p - MOUNT - TOPN O IVITAT TRE5 ALONG ., t 6JTION Ofi D ELUPL I5 REQIIRED PRQMD OR W CV � Z CONTROLLER. 5TA 3 -EEL cL OF PUNr�a 4 (, ) , 411 TRESS RANTED M ARFos � CON RO_LER--.-'1. �- eERM REwIRm . 5. ROOT ft R BARRIER Is REWIRED WffN THE TRE TRUNK Is 5O(ISmI OR Len FROM ANY HARD GFFALF RACE MRRER COM1TROLL-R 5:B-A55`MBLY jfjlIF (CSAI IM1G�UDG56FId EEG ASJRC �1 DISrANLE vnalEs 20' uj O L.I ! TERMINAL S'RF5 WITH j ll PLACARDS. �a TX3 ET SLA -L DE FLAOM H"W S LOH a. U � N FINISHED GRADE DNR ROOT FOLWATIO M FOLwe: / Z SI KAL r - TMEtET PER 16AL.014 L) AN PER IRI L) Z CC (' Z X60" (Ol$tli( -M / :' h�A e TA%JET s� U QI-Li y Q d✓= � MIN \ ,v�'/' tri - � � n� _ten `F /� Rm 4-TABLET5 X20 (ObM)BOX -I FINISH- r GRADE A 1 I'T F t 1 [ LL ..a ,F- HLs ALL Boor BARRIER Fi v :: t HIT AND ALL ceJIArIOIG FROM THIS sTANDMm SHwLI. BE PANELS, ER LJRFEM1T SEF �Y /� r+�� i %, APPROVED BY THIS RECREATION AID PARKS DIRECTOR. MANPALPRER5 v! // PLANT N9 TAE,E-5 + S. ALL LAND -.CAPE II5TALLATION DW.L E IN ACCORDANCE WITH Q m m Lam_ H RGFIEATOIL l nv (SEE NOT£ b, ;, ,� OILYSTANDARG5 M4N.FACT)RER5 RECOMMENDATION KID SECTOR 00 9FI �N I�I r 1 DIRECT DuRIAL 9 II- LLQ Tf��IrLi�f CONTROL WIRESR. 57E✓DERE 20 OF THE STN+DARD$PEGIFICATCN6. HI TREE PLANTIMN6 WITH ROOTEN)ARD ALL MATERIK L5E0 SHALL BE REA W FREE FROM HM�WiLTIQS.. TO CONTROL IQ SEE AFPFOVEO LAHb50ME/HRRIOATION R -A5 FOR H- VALVES, 120 -VOL' 5ERVIGE MODEL srTS MPN,FALTRER, AND U . IN GONGUIT, \ F,/" LONG ELL - FFNFOw4NREaJIfdTOFIO IH AXI 2- OF POIBLE LIR OP OP MATERW. FROM GITf5 WJ U 07EE A$REIOiIRE OVIRE FRONTVIEW D. 6REENtA51E PAciutt OR AITROVED rxuAL � <. . T ,max r 't+o 0 • MODEL 5E-2255 -t {5TRO40 5OX BY VIT PRODVn, OR APPROVED EQUAL _ rr< Aura; A�+v WNL DuzEClan /Ii Qn a T a IRRIGATION CONTROLLER ENGLOSURC- ( _ Rn,T v� /T: / °� P_MESTAKEs - SRPORi FOR 1 } Y �Q o NZ E T (Di C a FEWIAJZGR APPROVED (...�����fff/ ��ii la O M)A-RIREi - / EQIA'<. 2 TIE PFR STAKE. f3 ilE A5 N6EDED/ C� STAKE LOGATI ON l 1 5TAK (51 �(5EE J�-/P ` LLL 553 THIS T ro / �r \ ( 1 LL n 11E NOTEST NOTx2 AND DETAIL A) � N �KKa�ARo FOR aw.Y ENTER R O Qoy - I. IPE $CHCJ7a.E ea PVC wNDTnT ArH AN ENiLLO°..HT s_ALL IRRennON INSTALLATION SHALL BE IN ACCORDANCE NTN r a BASHH ��.' 1VF0 • � = I 2. CONSTRXT OS' H5Om) THICK, CLASS 'EI CONCRETE SLAB AS CITY STANDARDS, THE LATEST EDITION OF THE CALIFORNIA PLUMBING CODE, AND of -YwreR BASIN R D aq' ERN 40' M FG.- \ �� F b L mal �CL mn , REWIFED TO RECEIVE THE PEDESTAL MA'JNTFD IRRIG,4tI0N CGMRO, DESIGN ENGINEER: N RD SPECIFICATIONS THE STANDARD SPECIFICATIPNS, AND A5 DIRECTED BY THE CLOCK. COMPACT O.5' (I$Om) BASE TO 9G% RELATIVE NS AD kS DIRECTED B THE (loamn) T TO Pr.neEFENT OF WKoRErE 5LAB. RECREATION AND PARES DIRECTOR, 6. ALL MATERIALS SNAG Be DEW AID FREE FROM DEFECTS. ALL ,,; caorx OF TrsE m BE ,E„ �F, )FG. UPN l t KEVIN BERN YH II f. I RPRIOR 3 OAT RE5 SHELL E TLP MaJNr, 7 SEE APPROVED LANDSCAPE / IRRIGATION PLANS 3. AL IRRIGATION CONTROLLER RESISTANT A VANDAL AND YEATER RESISTANT NAT.kE, MANIFPLiLREO AID LEGENDS FOR SPECIFIC MODE NIMEERS, SIZE, i eameu. Tr aL rrxR;UbxaUr) _ MOT TAeL=_n c` � LICENSE N0: EN ENTIRELY OF 304 GRADE STAINLESS STEEL L� .� fSEE NDiC M) 70415 WANTITIERMIREMS, MANnFAcnJRERS AND PERFORMANCE AR) rs - t 'Y `. 4. PWRI CONCRETE EASE -6' MHN. THICKNESS. ExrEND CONCRETE 6' REWIr�MENrs. 'Fee NOTE (SEE raTE+e) F w� DRAFTED BY: CHECKED BY: FOR PR NA6E,E DIMENSIONS Of ENCLOSURE ATH 1/2% SLOPE H r FOR DRAINP.CE, APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR I M'D,SNRBED SOIL OF ROO'BALL PAD MJB TO ANY TYPE OF CONSTRIXTION. _..I - 1-.- DATE: 08-14-2018 f O R I �TAKIWIN6 ALL TYPICAL SHRJIB DETAIL KI PLANTING DETAIL JOB N0: 214318001 PROJECT NO: ---- CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS PHASE: DI?TAIIIS FOR TOP MOUNT, STAIN], ISS STEEL DETAIL FOR TREE AND ORIGINAL SCALE SHOWN IS CONTROLLER ENCLOSURE, SHRUB PLANTING ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. STANDARDSTANDARD - 4 P[ AN NO. 5 PLAN NO. 6.1-1832 SHEET D8 w L-7 L -IO D8 oHv arNRovED acNxxxa' 0.,117 D8 OF °vno 111.11, usrl CITY RECORD No. 20 OF 23 (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS)