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HomeMy WebLinkAbout6.1-1829 RevisionKnow what's below. C811 before you dig. WARNING POWER LINES OVERHEAD TBM ARMC ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 24, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS UCENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASFNENTINFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TED TO PHYSICAL. MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS UCENSE 7780. BASIS OF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). CIT4MWIABIA :ERS ` IELD DEPARTMENT OO F' WATER RESOURCES TCP MI TI GA TION PROJECT AT WELL SITE CBK-30 STORM DRAIN PLA 7612 SPRING CREEK LOOP BAKERSFIELD, CALIFORNIA LOCATION MAP NOT TO SCALE CP 1 " TP VICINITY MAP 7612 SPRING CREEK LOOP NOT TO SCALE QUANTITIES SHEET INDEX SHEET NO. SHEET DESCRIPTION GENERAL 48" MH 1 G1 COVER 2 G2 LEGEND & ABRREVIATIONS 3 G3 GENERAL NOTES 4 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL EXCAVATION. u 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 DETAILS An Employee Owned Company the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall 12 D1 GAC VESSELS 13 D2 MISC DETAILS 14 D3 MISC DETAILS 15 D4 MISC DETAILS 16 D5 MISC DETAILS 17 D6 COB MISC DETAILS 18 - - D7 COB MISC DETAILS ELECTRICAL 19 EO -30 ELECTRICAL DETAILS 20 E1-30 ELECTRICAL SINGLE LINE DIAGRAM 21 E2-30 ELECTRICAL SITE PLAN TBM ARMC ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 24, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS UCENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASFNENTINFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TED TO PHYSICAL. MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS UCENSE 7780. BASIS OF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). CIT4MWIABIA :ERS ` IELD DEPARTMENT OO F' WATER RESOURCES TCP MI TI GA TION PROJECT AT WELL SITE CBK-30 STORM DRAIN PLA 7612 SPRING CREEK LOOP BAKERSFIELD, CALIFORNIA LOCATION MAP NOT TO SCALE CP 1 " TP VICINITY MAP 7612 SPRING CREEK LOOP NOT TO SCALE APF ROVED ATtN�W 5. BARiVES { PATE � ML. t. 79145 EL PADILLA . b7008 Y -Al -I Job No.: 2143-18-001 File Path: G:\VVM Lyles -21431214318001 -Grp 3 Ph 1 COB TCP Mitigation\DVVG\SHEETICBK030\GENERAL File Name: G1 COVER.dwg m STATE OF CALIFORNIA NOTE:• QUANTITIES TABLE 18" RCP VALID LICENSES. - 96 LF 48" MH 1 EA APF ROVED ATtN�W 5. BARiVES { PATE � ML. t. 79145 EL PADILLA . b7008 Y -Al -I Job No.: 2143-18-001 File Path: G:\VVM Lyles -21431214318001 -Grp 3 Ph 1 COB TCP Mitigation\DVVG\SHEETICBK030\GENERAL File Name: G1 COVER.dwg m STATE OF CALIFORNIA NOTE:• h a, ce THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES. - WATER RESOURCES MANAGER NICOLAS FIDLER, R.C.E. 610889, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR NOM• THE CONTRACTOR SHALL CONTACT 7HE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO STUART J. PATTESON, R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR T�v.. EXCAVATION. u CC�YRIGHT 2078 by PROVOST & PRITCHARD HESERVEO ENGINEERING GROU INC. AL1 RIGHTS The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law <c�yri9ht and Q' PROVOST& other applicable property rights in these pTons. These plansyure not to be reproduced, changed, or c pied farm nor are the to PRITC HARD br an or manner whatsoever, be assigned to a third party without firat obtaining p - the written permission and consent of Pravast & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans bya third party, An Employee Owned Company the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall 1800 30th STREET, SUITE 280 BAKERSPTEtA. CALIFORNIA 93301 bear the cost of Provost & Pritchard Engineering Group, Ines legal fees associated with defending and 661/616-5900 FAX 661/616-5890 enforcing these rights. www.ppeng.cam Y APPf20VE0 BV: a, ce ART CHIANELLO, R.C.E. 70491, EXPIRES 9-30-18 ' DATE WATER RESOURCES MANAGER NICOLAS FIDLER, R.C.E. 610889, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR STUART J. PATTESON, R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR T�v.. 6.1-1829 APPROVAL TCP MITIGATION PROJECT AT WELL SITE CBK-30 BAKERSFIELD, CALIFORNIA NO 1 OF 23 SHEETS .3 a 1 ABBREVIATIONS N PAD MJB > � U LINETYPES LINETYPE J DESCRIPTION AB AGGREGATE BASE HDR HEADER (T) THREADED AC ASPHALT CONCRETE HOW HEADWALL T THREAD EXISTING s NEW ACP ASBESTOS -CEMENT PIPE HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM L F- } WATER LEVEL AD ALUMINUM DISK HORIZ HORIZONTAL TB TOP OF BANK O 0 Y AGG AGGREGATE HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK ------- w GO BARRICADE Z 0:: AH AHEAD HP GAS HIGH PRESSURE GAS TO TOP OF CURB______-____ ~m CONTOUR (DEPRESSION) Q ALT ALTERNATE HIPS HIGH PRESSURE SWITCH TICE TEMPORARY CONSTRUCTION EASEMENT AP ANGLE POINT HR HANDRAIL TDI TENSILE DUCTILE IRON --'---_-- ----"----123---"--`" CONTOUR (MAJOR) 123 APPROX APPROXIMATE H/T HUB & TACK TELE TELEPHONE ____.._ ------------ -------- - _"____ CONTOUR (MINOR) APN ASSESSORS PARCEL NUMBER HWL HIGH WATER LEVEL TF TOP OF FOOTING ARV AIR RELIEF VALVE HYDRO HYDROPNEUMATIC TFC TOP FACE OF CURB "" �' "" EMBANKMENT TOE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ID INSIDE DIAMETER TG TOP OF GRATE ._. _. ___ .. _ ._- EMBANKMENT TOP AV AIR VENT IN INCH TH THREAD FENCE (BLOCK WALL) AVE AVENUE INV INVERT TL TOP OF LINING - - - - - - - - - - - - - - - AWWA AMERICAN WATER WORKS ASSOCIATION IP IRON PIPE TOE TOE OF SLOPE 0o- FENCE (CHAIN LINK) BAR BARRIER IRR IRRIGATION TOP TOP OF SLOPE FENCE (WOOD) BC BEGIN CURVE JP JUNCTION POLE TP TOP OF PIPE VALVE BD BRASS DISK LBS POUNDS TP TELEPHONE POLE —X —X— x x FENCE (WIRE) BFP BACKFLOW PREVENTER LC LENGTH OF CURVE TR TELEPHONE RISER BEV BLOCK FLOW VALVE LCW LONG CRESTED WEIR TRR TELCO RISER --- ... .... .._......._._..._... SF_____SF FENCE (SILT) BK BACK LF LINEAR FEET TRANS TRANSFORMER GATE SWING BLDG BUILDING LG LONG TRFC TRAFFIC BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE — — — GRADE BREAK BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE GUARDRAIL BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX o BVC BEGIN VERTICAL CURVATURE MB MAILBOX (TYP) TYPICAL-----I-----F---------;- --- ------ I --"`f-- ---- -'I I RAILROAD I I I I I BW BACK OF WALK MCC MOTOR CONTROL CENTER TWL TOP OF WALL - - - - RETAINING WALL BWL BACK OF WALL MFR MANUFACTURER UG UNDERGROUND BWR BARB WIRE MH MANHOLE UP UTILITY POLE -------- SWALE CENTERLINE C, CONIC CONCRETE MIN MINIMUM UT UTILITY SWALE W/FLOW ARROWS CA CALIFORNIA MISC MISCELLANEOUS EAM CAB CABINET MJ MECHANICAL JOINT VCP VERIFIED CLAY PIPE -- "----"--- - - - WATER (LAKE/POND) CB CATCH BASIN MN MAG NAIL VERT VERTICAL WATER (MARSH/SWAMP ) CBL CABLE MP MEDIUM PRESSURE GAS LINE VG VALLEY GUTTER XX" C/C CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VLT VAULT C/C—_—_---._----- COMPUTER/COMM. (BURIED) CHK CHECK MRKR MARKER VLV VALVE XX" ELEC (AERIAL) CHLK CHAIN LINK MS MILD STEEL (W) WEST —E XX" ELEC (BURIED) ELECTRIC (AERIAL) CI CAST IRON (N) NORTH W WATER E(p) E(P)ELECTRIC (BURIED) CIP CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUM WE WATER LINEFD XX" FO FIBER-OPTIC CIPCP CAST -IN-PLACE CONCRETE PIPE NO NORMALLY CONSOLIDATED WM WATER METER XX" GAS CL CLASS NG NATURAL GROUND WS WATER SERVICE c(a) c(a) GAS CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUMXX" WV WATER VALVE IRR IRR IRRIGATION CE CENTERLINE NIC NOT IN CONTRACT WATER XX" OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD W WITH D OIL CLR CLEAR, CLEARANCE NTS NOT TO SCALE W/0 WITHOUT 55(p) 55(p) XX" SS SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER XX" FM CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER FM SANITARY SEWER FORCE MAIN CN CONCRETE NAIL OH OVERHEADXX" - - - - - - - -- -"- --" -- -- -� SANITARY SEWER LATERAL CNS COMPACTED NATIVE SOIL OP OPERATING XX sl CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION ----- - S I — SIGNAL INTERCONNECT (BURIED) CONT CONTINUOUS OT OVERHANG TOP XX" STEAM STEAM CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE XX" SD COR CORNER (P) PROPOSED __ �T�' �"`�) __ STORM DRAINAGE CORP CORPORATION PB PULL BOX —r- XX" TELE (AERIAL) TELEPHONE (AERIAL) COL COLUMN PC POINT OF CURVATURE XX" TELE (BURIED) COUP COUPLING PCC POINT OF COMPOUND CURVATURE T" >Dh TELEPHONE (BURIED) CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE—TV—XX" TV (AERIAL) TELEVISION (AERIAL UNE) OR CROWN PE PERMANENT EASEMENT XX" TV (BURIED) CU CUBIC PER PERIMETER Tv TELEVISION (BURIED LINE) CY CUBIC YARDS PI POINT OF INTERSECTION N(p) w(p) vKp) XX" W WATER DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER CENTERLINE DEMO DEMOLISH/DEMOLITION It PROPERTY LINE - - - - - - - - - - - - - - - — — — EASEMENT DI DROP INLET PINE PANEL DIA, 0 DIAMETER POC POINT ON CURVE -"-"-"----------------- MEANDER LINE DIM DIMENSION POE POINT ON LINE - - - - PROPERTY LINE DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLE - - - RESERVATION/PARK/FOREST DW DRIVEWAY - PRC POINT OF REVERSE CURVATURE - - - - - - ----- RIGHT-OF-WAY DWG DRAWING PRV PRESSURE REDUCING VALVE (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT A RELINQUISH ACCESS LINE EA EACH PSI POUNDS PER SQUARE INCH -- - - SECTION LINE EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE — — — — LIMIT STATE/COUNTY/CORPORATE EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE REVISION CLOUD EG EXISTING GRADE PVMT PAVEMENT SAWCUT LINE EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION - - -- -- - - INTERIOR LOT LINES ELEC ELECTRIC R RADIUS ELL ELBOW RBR REBAR HATCHES EM ELECTRIC METER RC RADIUS OF CURVE EOL END OF LINE RCP REINFORCED CONCRETE PIPE HATCH TYPE DESCRIPTION RD RELATIVE DENSITY EP EDGE OF PAVEMENT EXISTING NEW EPB ELECTRIC PULL BOX RD ROAD EQUIV EQUIVALENT RE REFERENCE ESMT EASEMENT REDO REQUIRED )� EUC EUCALYPTUS RET RETURN u,'.; EVC END VERTICAL CURVE REV REVISION ' "�❑ EW EACH WAY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE EXP EXPOSED RGS RIGID GALVANIZED STEEL E 'Prff (F) FUTURE RP RADIUS POINT F&I FURNISH & INSTALL RR RAILROAD 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 E FL , FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE - FLGD FLANGED SCP STANDARD CONCRETE PIPE FM FORCE MAIN SO STORM DRAIN 1 `� FNC FENCE SDMH STORM DRAIN MANHOLE'!?', FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION FS FINISH SURFACE SERV SERVICE FT FOOT/FEET SF SQUARE FEETP- FSP SERVICE POLE W FRONT OF WALK FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE GAL GALLON SQ 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 GRVL GRAVEL STD STANDARD T" e GS GAS STL STEEL GSV GAS VALVE STP STAND PIPE,,,K GUY GUY WIRE STRC STRUCTURE GV GATE VALVE STRP STRIPING HD HEAD SWL SWALE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL AGGREGATE AC PAVEMENT CONCRETE PAVING CONCRETE LINING (PLAN VIEW) EARTH RIP RAP SAND 0 HWL= XXXAX GRATING (E) xx xxx.xx xx xxx.xx EXPANDED METAL SYMBOL EXISTING NEW U Ed SHT HIGH WATER LINE SPOT ELEVATION SECTION VIEW MIME UM DETAIL NUMBER SHEET NUMBER V 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 REVISION CONSTRUCTION CALLOUT DETAIL CALLOUT LINE BREAK PIPE END (SCHEMATIC) PIPE END EMBANKMENT ARROW 6.1-1829 Qa Loa_- zv nEw - a'3 orUv"- €` - am �Eo'Evv`m`oa- - �.t (n N PAD MJB > � U Ed U J U JOB NO 214318001 W :D O Oy W a 0 1,' m ELL! t9g; OF— s F REDUCED OR ENLARGED PLANS. Q SHEET G2 m L F- } U OLLJ Q Z J � D 1 O 0 Y z Ed U � 0 w GO Z 0:: w 1 O_ ~m Q wa 9 0 N S z PAD MJB > � U N U _ 9 0 N S z DRAFTED BY CHECKED BY: PAD MJB > �� • �Nqb N _ JOB NO 214318001 ROJECT NO --- m Oy W a 0 1,' m t9g; OF— s ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. relo Ewe SHEET G2 m L o DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: G DRAFTED BY CHECKED BY: PAD MJB > DATE 08-14-2018 < _ JOB NO 214318001 ROJECT NO --- PHASE: 0 1,' ORIGINAL. SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G2 m L o 2 OF 21 r 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UNTIL THE CONTRACTOR HAS FIRST BEEN PROVIDED AN INQUIRY ONTIFICATION NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SECTION 4216 OF THE GOVERNMENT CODE. 2. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WTH THE FOLLOWING AGENCIES: 1. CITY OF BAKERSFIELD 2. CALIFORNIA WATER SERVICE CO. 3. PG&E 4. SPECTRUM S. AT&T 6. SOCAL GAS 7. ANY OTHER AGENCY GRANTING AN EASEMENT OR ADJACENT UTILITY PURVEYOR 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNECTIONS SHALL BE KEPT IN CONSTANT SERVICE DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. DEMOLITION 1. ALL EXISTING CONCRETE AND AC PAVEMENT IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAW CUT A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR. GAC VESSELS 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING DAMAGED DURING OFF-LOADING AND INSTALLATION. 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (WATER:CEMENT RAT10 SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL NOT EXCEED 4 INCHES ±1 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 NTH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWNG THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWNGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWNGS. COORDINATE NTH EQUIPMENT MANUFACTURER'S DRAWNIGS FOR ANCHORING DEVICES. 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING WITH AN APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UNTIL THE COMPOUND IS APPLIED. 7. NTH 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 OTHERWSE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS, 10. ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO. 1, PIPE MATERIALS a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. b)ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH FLANGED OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED c)ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER GASKETED PIPE UNLESS OTHERWISE NOTED. d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWSE NOTED. e)ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WITH SPECIFICATION 40 05 00, PARAGRAPH 2.19. THRUST BLOCKS WILL NOT BE ACCEPTABLE. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT PROCESS (GAC VESSELS) SHALL BE EQUIPPED WITH A LOCKOUT DEVICE: a)BURIED GATE VALVES SHALL BE EQUIPPED 'NTH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS CAP OR EQUAL. b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE, JUNE, BRADY LOCKING COVER OR EQUAL. c)LOCKOUT DEVICE LABELS SHALL STATE 'CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO OPENING THIS VALVE'. 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED WITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER. 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE (RESTRAINED MJ, FLANGE, ETC.). 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO BEING PLACED INTO SERVICE. B. WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. S�L19GH3Hg��Lq:LG CATEGORY1. RISK 9 LANDSCAPING 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, CONTROLS, CONTROL WRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. 3. GENERAL NOTES 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED NTH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWNGS. 3. DIMENSIONS NOTED WITH AN ASTERISK "'" ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWNGS. 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT AS SHOWN ON THE DRAWNGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. DO NOT SCALE DRAWNGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWNGS. 6. THE CONTRACTOR WLL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING MATERIALS AND METHODS IN ACCORDANCE NTH APPLICABLE SECTIONS OF THE 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. 8. ANY CHANGES TO THE APPROVED SET OF PLANS 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 NTH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATIONS CONTAINED IN THE SITE-SPECIFIC GEOTECHNICAL INVESTIGATION REPORTS PREPARED BY SOILS ENGINEERING INC. IN 2018. FOR CONVENIENCE, KEY GEOTECHNICAL REPORT RECOMMENDATIONS HAVE BEEN SUMMARIZED IN THE FOLLOWING TABLE. CBK-30 GEOTECHNICAL RECOMMENDATIONS CONCRETE STRIPPINGS 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 VARIES SEISMIC RESPONSE COEFFICIENT C. 2' PLUS 12" RESPONSE MODIFICATION FACTOR R 12" ANALYSIS PROCEDURE ELF #14 & #18 BARS 90% 1" SCARIFIED 5' BEYOND SCARIFY 2' BEYOND 90% V90%90% O 0 AND AND MGN V ' RECOMPACTED af COMPACT o (n y0- Q WIND LOAD: WIND IMPORTANCE FACTOR Iw ULTIMATE DESIGN WIND SPEED EXPOSURE INTERNAL PRESSURE COEFFICIENT COMPONENTS & CLADDING DESIGN WND PRESSURE ROOF WALL 115 MPH SEISMIC LOAD: CONCRETE SPECTRAL RESPONSE ACCELERATION S. 1.1359 SPECTRAL RESPONSE ACCELERATION S1 0.4259 SPECTRAL RESPONSE COEFFICIENTS SDs 0.7929 SPECTRAL RESPONSE COEFFICIENT Sol 0.446g SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SITE CLASS D SEISMIC DESIGN CATEGORY D SEISMIC FORCE RESISTING SYSTEM VARIES DESIGN BASE SHEAR VARIES SEISMIC RESPONSE COEFFICIENT C. VARIES RESPONSE MODIFICATION FACTOR R VARIES ANALYSIS PROCEDURE ELF 4. WATER LOAD DESIGN HIGH WATER LEVEL N/A 5. EARTH LOADS: ACTIVE EFP 31 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 NTH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFIED AS "SILTY SAND 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 3/6/2018 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 2500 PSF FOR DEAD AND LIVE LOADS AND 3333 PSF FOR WIND AND SEISMIC LOAD COMBINATIONS b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.45; 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 15 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 OTHERWSE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP NTH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWSE. 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 NTH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWNG, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M. S. HP, C. MC, L, AS PER AISC MANUAL 13th (- F A36 36 ksi EDITION, TO COMPLY NTH ASTM y- ) UNLESS NOTED OTHERWSE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WTH ASTM A992 (F1r--50 ksi) UNLESS NOTED OTHERWSE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WTH ASTM A500 GRADE B (Fr46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy--35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST WITH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WTHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWNGS 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. 6.1-1829 oEo'_�v _ oE- 9 0 o: d z W CONCRETE REINFORCEMENT COVER SIZE I COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 � 1n N CEaJ k,4 CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 #5 BAR, W31 OR 031 IRE, AND SMALLER _ 1 1/2 tom CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT NTH GROUND #14 & #18 BARS 1 1/2 #11 BAR & SMALLER 3/4 STEEL NOTES 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED NTH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWNG, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M. S. HP, C. MC, L, AS PER AISC MANUAL 13th (- F A36 36 ksi EDITION, TO COMPLY NTH ASTM y- ) UNLESS NOTED OTHERWSE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WTH ASTM A992 (F1r--50 ksi) UNLESS NOTED OTHERWSE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WTH ASTM A500 GRADE B (Fr46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy--35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST WITH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WTHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWNGS 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. 6.1-1829 oEo'_�v _ oE- 9 0 o: d z W c � 1n N CEaJ k,4 W tom J U 20� 3 O >U- J W :D O 0 MGN V ' F af •g¢ o (n y0- Q U ~ DESIGN ENGINEER: w> KEVIN BERRYHILL vCD< LLJ1-) 3 70415 a Z 0 Oo O DRAFTED BY: CHECKED BY: °' cr_Z /-� MJB Q LL � w v Ld 3 JOB NO: 214318001 PROJECT NO: ---- s, O Y PHASE: W i I- a ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR Q m G SHEET G3 O L_ w 1= O � } i H � U w 0 3 OH 21 c � CEaJ k,4 tom 2 3 O >U- N�LLv 0 MGN V ' I/��� •g¢ o y0- 0� U DESIGN ENGINEER: KEVIN BERRYHILL UCENSE NO: 6 70415 0 DRAFTED BY: CHECKED BY: °' PAD MJB DATE: 08-14-2018 M JOB NO: 214318001 PROJECT NO: ---- s, PHASE: i ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. G SHEET G3 3 OH 21 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 VERIFICATION AND INSPEC11ON OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. INSPECTION OF REINFORCING STEEL, -_-- CBC 1705.6 ACI 318, 5.5, INCLUDING PRESTRESSING TENDONS AND X X CBC 1804 7.1-7.7 PLACEMENT X AND CBC 1910.4 3. INSPECTION OF ANCHORS CAST IN PROPER DEPTH AND HAVE REACHED APPLICABLE ACI 318, 8.1.3, CONCRETE WHERE ALLOWABLE LOADS HAVE PROPER MATERIAL AWS AS 21.2.8 BEEN INCREASED OR WHERE STRENGTH O Q Z rq =) X DOCUMENTS CBC 1908.5, DESIGN IS USED MANUFACTURER Z Q LLJ 1909.1 4. INSPECTION OF ANCHORS X TO PROVIDE DENSITIES AND LIFT THICKNESSES DURING ACI 318, POST -INSTALLED IN HARDENED CONCRETE Ld X PLACEMENT AND COMPACTION OF 3.8.6, 8.1.5, MEMBERS Q COMPLIANCE COMPACTED FILL 21.2.8 A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK -- 1) COMPLETE AND PARTIAL JOINT P7- 5. PRIOR TO PLACEMENT OF COMPACTED CBC 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX FILL, OBSERVE SUBGRADE AND VERIFY X ACI 318, CH.4, CBC 1704.3.1 THAT SITE HAS BEEN PREPARED PROPERLY U 3.2-5.4 X CBC 1904.2, 1910.2, 1910..3 6. AT THE TIME FRESH CONCRETE IS 5 ° , z o ASTM C172 SAMPLED TO FABRICATE SPECIMENS FOR 2) MULTIPASS FILLET WELDS --x--- 3 w a R ASTM C81 STRENGTH TESTS, PERFORM SLUMP AND X THE PREMISES OF A FABRICATOR REGISTERED AND f--" O ASI 318, 5.6, AIR CONTENT TESTS, AND DETERMINE THE 4) PLUG AND SLOT WELDS X 5.8 TEMPERATURE OF THE CONCRETE CBC 1910.10 7. INSPECTION OF CONCRETE AND X AWS D1.5 ACI 318, 5.9, SHOTCRETE PLACEMENT FOR PROPER SEC RON_1704.2 CBC 1704.3.1 5.10 APPLICATION TECHNIQUES SPECIAL CBC 1705.3.4, REINFORCING STEEL OTHER THAN ASTM X INSPECTIONS IN 1705.5.5, A706 X THIS SECTION 1705.5.6, ARE WAIVED 1910.6, 1910.7, - --- WHERE 1910._ 8. INSPECTION FOR MAINTENANCE OF - - -- ACI 318, SPECIFIED CURING TEMPERATURE AND X FLEXURAL AND AXIAL FORCES IN 5.11-5.13 TECHNIQUES PERFORMED ON CBC 1910.9 12. INSPECT FORMWORK FOR SHAPE, THE PREMISES OF INTERMEDIATE AND SPECIAL MOMENT ACI 318, 6.11 LOCATION AND DIMENSIONS OF THE A FABRICATOR X FRAMES, AND BOUNDARY ELEMENTS OF CONCRETE MEMBER BEING FORMED REGISTERED AND SPECIAL STRUCTURAL WALLS OF CONCRETE 13. MATERIAL VERIFICATION OF APPROVED IN MANUFACTURER CBC 1705.12.1 REINFORCEMENT STEEL ACCORDANCEWITH SHALL PROVIDE 3) SHEAR REINFORCEMENT X MILL TEST CBC SECTION 1704.2 4) OTHER REINFORCING STEEL REPORTS -SEE 3. SPRAYED FIRE-RESISTANT MATERIALS X CBC FOR 4. MASTIC AND INTUMESCENT X EXCEPTIONS FIRE-RESISTANT COATINGS REQUIRED VERIFICATION AND INSPECTION OF SOILS (CBC TABLE 1705.6) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW A. IDENTIFICATION MARKINGS TO CONFORM -_-- CBC 1705.6 FOUNDATIONS ARE ADEQUATE TO ACHIEVE U 0_ X W CBC 1804 THE DESIGN BEARING CAPACITY X AND 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED APPLICABLE X PROPER MATERIAL AWS AS ~O U W O Q Z rq =) 3. PERFORM CLASSIFICATION AND TESTING DOCUMENTS X OF COMPACTED FILL MATERIALS MANUFACTURER Z Q LLJ COMPLIANCE REQUIRED 4. VERIFY USE OF PROPER MATERIALS, X TO PROVIDE DENSITIES AND LIFT THICKNESSES DURING X O Ld CERTIFICATE OF PLACEMENT AND COMPACTION OF Q Q COMPLIANCE COMPACTED FILL _ 2. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK -- 1) COMPLETE AND PARTIAL JOINT P7- 5. PRIOR TO PLACEMENT OF COMPACTED SPECIAL AWS CIA FILL, OBSERVE SUBGRADE AND VERIFY X INSPECTIONS IN CBC 1704.3.1 THAT SITE HAS BEEN PREPARED PROPERLY U THIS SECTION REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION I CONTINUOUS PERIODIC COMMENTS REFERENCES 1. MATERIAL VERIFICATION OF WELD FILLER MATERIALS -- U) A. IDENTIFICATION MARKINGS TO CONFORM -_-- AISC 360 TO AWS SPECIFICATION IN THE APPROVED U 0_ W SECTION A3.3, CONSTRUCTION DOCUMENTS X AND w APPLICABLE Q H- AWS AS ~O U W O Q Z rq =) J Z a DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF w J MANUFACTURER Z Q LLJ COMPLIANCE REQUIRED U V) w X TO PROVIDE Y Z O Ld CERTIFICATE OF Q Q COMPLIANCE _ 2. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK -- 1) COMPLETE AND PARTIAL JOINT P7- O SPECIAL AWS CIA PENETRATION GROOVE WELDS INSPECTIONS IN CBC 1704.3.1 n U THIS SECTION X ARE WAIVED WHERE FABRICATION IS 5 ° , z o PERFORMED ON 2wo�P 2) MULTIPASS FILLET WELDS --x--- 3 w a R >u n THE PREMISES OF A FABRICATOR REGISTERED AND f--" O 3) SINGLE -PASS FILLET WELDS > 5/16" X 4) PLUG AND SLOT WELDS X ce 5) SINGLE -PASS FILLET WELDS <= 5/16"X - APPROVED IN ACCORDANCE WITH CBC 6) FLOOR AND ROOF DECK WELDS X AWS D1.5 SEC RON_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 316, A706 X THIS SECTION SECTION 3.5.2 ARE WAIVED CBC 1704.3.1 WHERE FABRICATION IS 2) REINFORCING STEEL RESISTING -- FLEXURAL AND AXIAL FORCES IN PERFORMED ON 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 ACCORDANCEWITH 3) SHEAR REINFORCEMENT X CBC SECTION 1704.2 4) OTHER REINFORCING STEEL X 3. SPRAYED FIRE-RESISTANT MATERIALS X CBC 1704.12 4. MASTIC AND INTUMESCENT X CBC 1704.13 FIRE-RESISTANT COATINGS AWS 12-8 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 'NTH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY, CONSTRUCTION ACTIVITY. COMPLIANCE 'NTH 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. 6.1-1829 W (n U) w J J U 0_ W :mr) O w Q H- w � 7- ~O U W O Q Z rq =) J Z a p o w J Z Q LLJ U V) w W Z Y Z O Ld Ld Q Q co CD L, P7- O n U U 5 ° , z o 2wo�P O = 3 w a R >u n f--" O ao�� ce 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 G4 OF 21 DISTRIBUTION SYSTEM NORMAL SERIES—VESSEL GAC TREATMENT PIPING ABBREVIATIONS FLOW ABBREVIATIONS EQUIPMENT LEGEND EQUIPMENT LEGEND FC FRESH CARBON RW RAW WATER DOI BALL VALVE Tl HOSE CONNECTION SC SPENT CARBON TW TREATED WATER INF INFLUENT BW BACKWASH BUTTERFLY VALVE EFF EFFLUENT FT FUTURE/SUBSEQUENT pl PRESSURE INDICATOR SP SAMPLE POINT NO NORMALLY OPEN aCOMBINATION AIR RELEASE SW SPRAY WATER NO NORMALLY CLOSED AND VACUUM VALVE PP PNEUMATIC PORT 0 BACKWASH OPEN PRESSURE RELIEF VALVE CIP CHLORINE INJECTION POINT C BACKWASH CLOSED FM FLOW METER 1 cs TCP TREATMENT PROCESS FLOW DIAGRAMS 10 WASIL rKUM VESSEL 1 AND DISTRIBUTION SYSTEM BACKWASH OPERATION VESSEL 2 NOTE: SIMILAR VALVE OPERATION ARRANGEMENT FOR BACKWASH VESSEL 1 n (n P- N w J U w 0 w a w r U O ¢ z J cy OY o 0 U Z Elf a-UcLnw 0 Z a-, Y O � a Q On U Ll- y F— 0 n U U Q � a R (D=Q a� VJ _ SHEET ONLY Is > U I0is TION Q �b MA DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: DRAFTED BY: 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. 6.1-1829 SHEET G5 ECORD No. 5 OF 21 RESIDENCE 4 RESIDENCE _'A '" _ - r.,........ RE -ORIENT (E) CHEMICAL ENCLOSURE AS SHOWN ON SHEET C3 1 t � E ' PROPERTY LINE �r A.P.N. 498-244-05 LOT H �,l a WATER WELL jf TRACT NO. 5617 M.B. 40/15-17 DEMO (E) CIP g i , I Dj >Z DEMO 154 LF OF - Y L „- (E) 10" PIPE = BS `ice Ivl DEMO (E) BLOW -OFF DEMO (E) METER VAULT CONTRACTOR TO FIELD LOCATE ISOLATION PRIOR TO DEMO OF EXISTING PIPE 1, ? � r j.i s DEMO 3' OF i BLOCK WALL RESIDENCE SAND BAG SAW CUT (E) CONCRETE Looe e REMOVE SIDEWALK AND CURB AND GUTTER TO J;AEAREST SIDEWALK JOINT, AND AT ., ,RIGHT ANGLES TO CURB ALIGNMENT SAND BAG SAW CUT & REMOVE (E) ASPHALT „_- C3; p �J WARNING POWER LINES OVERHEAD DEMO LEGEND DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS SAW CUT ASPHALT CONCRETE AND/OR CONCRETE T IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN fff– DEMOLISH Ik''1:1EY1.11!7e1:C — — PROPERTY BOUNDARY BS SOILS BORING LOCATION (SEE NOTE 1, THIS SHEET) 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. (IN SCALE IN FEET 0 5 10 20 6.1-1829 Know whafs below. Call before you dig. ro N w �r J J w U SAND BAG SAW CUT & REMOVE (E) ASPHALT „_- C3; p �J WARNING POWER LINES OVERHEAD DEMO LEGEND DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS SAW CUT ASPHALT CONCRETE AND/OR CONCRETE T IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN fff– DEMOLISH Ik''1:1EY1.11!7e1:C — — PROPERTY BOUNDARY BS SOILS BORING LOCATION (SEE NOTE 1, THIS SHEET) 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. (IN SCALE IN FEET 0 5 10 20 6.1-1829 Know whafs below. Call before you dig. ro N w J J w U O o a vw��o OT U H o a H z � p) 3 03 ,S J � O Y Uw U U ,ow�3 Q N b I N N K SLI m x \ Z O O w `1 Y Q Q EO DESIGN ENGINEER: C F— L O ::E � n v F - 9I I Z O J O : " W 0 room o vw��o OT 0 >V 03 ,S ,ow�3 Q N b N N K SLI m x \ /Y/''���f� L/^i� • DESIGN ENGINEER: a MATTHEW BARNES LICENSE N0: 79145 U _ DRAFTED BY: CHECKED BY: PAD MJB DATE: 08-14-2018 i JOB NO: 214318001 ROJECT NO: ---- PHASE 0 % ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. � SHEET C^ L 7 of 21 RESIDENCE A_P,N, RE -ORIENTED CHEMICAL ENCLOSURE \ . PROPERTY LINE A.P.N. 498-244-05 LOT H WATER WELL TRACT NO. 5617 M.B. 40/15-17 (5') PROPERTY --'�' SETBACK C 364.38 ( RAC N . ctt� 8 MATCH FG' MATCH (E) ® ^298 - r r r irr r i i i J i i i y r"r _CST 7 f; F''v. 498 011 -07 RESIDENCE RESIDENCE WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. €R_� a� 60 -- 'v-o�r�EWs EN =a a� o ,,E1 RESIDENCE „a <I 0 (5') r PROPERTY } m SETBACK \ z O i 1 _ LOT 3 )1 w / \ A..P.NI. 498-244-04 CONSTRUCTION LEGEND PROPERTY BOUNDARY ' I , C 364_.38_ ; 364.1± FG > MATCH (E)If c C 364.38 363.7± FG MATCH (E) OD i FG 365.00 363.4± MATCH 361 u N 1. REFER 2. REFER TO TO C4 FOR PIPING PLAN. E1-30 FOR ELECTRICAL PLAN w • me __j U Ir T O 2 C J LL1 > V9- FG Tr363.8t / MATCH (E) VI , MATCH (E) 1± FG DH (E),-% SETBACK 362.95 „,(E) FL 362.45 (E) TC 362.88 'f 362 3± FG .,-(E) FL 362.38 MATCH (E) r" ` y 362.1± FG� -MATCH (E) F&I 3 �- �� 362.8± FG 362.5± (F) O MATCH E r- MAN GATE 1, ,/ 'MATCH E r 362.1± FG k " 362.6± FG x 1C 362.Er MATCH (E) MATCH (E) 362.3± FG 362.6± FG MATCH E MATCH (E) r -I' 362.7± FG , ' "'.,' MATCH (E) NEW CONCRETE PADi IC 561278 i''O F_ 362.28 GRF• J s tw 11 :(E) TC 352.72 , '(E) FL 362.22 � r �T y lid } / r o NOTES N 1. REFER 2. REFER TO TO C4 FOR PIPING PLAN. E1-30 FOR ELECTRICAL PLAN 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO POINTS ON C1 - HORIZONTAL CONTROL PLAN FOR LOCATIONS OF IMPROVEMENTS. TXIN ONLY TNFOR�A (I SCA'�E IN FEET 0 5 10 20 6.1-1829 w Ln N � U m w • me __j U Ir T O 2 C J LL1 > V9- X o 2n Z O w ce a of • Q DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: EL DRAFTEDBY: CHECKED BY: PAD MJB DATE: 08-14-2018 JOB NO: 214318001 w H_- U O ¢ zLLJ Z_ D 1 Q J O o v > Q Y t j U U L� (n Of U Z W ELI Y _O L ~On LLJ Q LL _ (n :O ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET ^^ 8 OF 21 � U m U • me ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET ^^ 8 OF 21 W m • me UN��6 T O 2 C > V9- X 2n O ce W W LL • DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTEDBY: 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 ^^ 8 OF 21 RESIDENCE PROPERTY LINE — A.P.N. 498-244-05 LOT H WATER WELL TRACT NO. 5617 M.B. 40/15-17 LOT 8 1(Zrfi-tC T 1\I0 4880 UNI f 10 M. �1- A.P.N. '98-071 -06 RESIDENCE PROPERTY •"', SETBACK 1YT LOT ( 2-2" FUEL CONDUIT, 2'-6" DEEP �Vei -r >>� (PER POTHOLE REPORT) ' RE-ROUTE WATER LINE iT FOR EYEWASH AS NECESSARY t WE (5') PROPERTY SETBACK (TYP) 1..1 ,AP N. 498--071--07 q vl v - \ 4" ELEC, 4'-0" T.O.P. (PER POTHOLE REPORT) 10E / TYP d EI n �_ OF -(TYP) z ` 8 DIP -INF WTR� i V 12 DIP -BW WTR s L4-' - 't ® 10 F-WTR n P AG� . MH' V 1 r -J r r % r / i J / r� J ip POST TREA BLOW OFF 9L r r, ENTy� .• �.. }} n r .REPAIR DRIVEWAY AND SIDEWALK AS NECESSARY IN ACCORDANCE WITH CITY STANDARDS RESIDENCE W .1 nq, 44-04 (5') — PROPERTY SETBACK 4" ELEC, 4'-3" T.O.P. (PER POTHOLE REPORT) 2-4" ELEC, S-0" T.D.P. :A 1-2" PVC COMM, 3'-D" T.O.P. 1-1" DIRECT BURY COMM, 4'-6" T.O.P. 1-2" GAS, V-8" T.O.P. (PER POTHOLE REPORT) REQ SQR\�G G r UI, .y 4iSl \\ �-0 i J rr i �f � I��'jj� 1'� 4 18" RCP STORM DRAIN CONNECT TO EXISTING SO. SEE SHEET C6 - STORM DRAIN PLAN & PROFILE PIPING LEGEND DESC. TP 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 VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING --- BURIED SITE PIPING ONLY, e --- SEE PIPE TRENCH DETAIL D6 1. MAXIMUM SPACING BETWEEN ABOVE GROUND PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. 2. 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. 3. 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. 4. REFER TO @ FOR VESSEL AND VESSEL SLAB DETAILS. (N SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. DESIGN CRITERIA TABLE NOMINAL FLOW RATE REDUCED TO 900 GPM A 2 IN SERIES / 1,425 FN EMPTY BED CONTACT TIME 11.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/FT' BACKWASH FLOW RATE I, -a Y1 1 CARBON DELIVERY STREET W ::) O Ll� V^IS REQ SQR\�G G r UI, .y 4iSl \\ �-0 i J rr i �f � I��'jj� 1'� 4 18" RCP STORM DRAIN CONNECT TO EXISTING SO. SEE SHEET C6 - STORM DRAIN PLAN & PROFILE PIPING LEGEND DESC. TP 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 VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING --- BURIED SITE PIPING ONLY, e --- SEE PIPE TRENCH DETAIL D6 1. MAXIMUM SPACING BETWEEN ABOVE GROUND PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. 2. 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. 3. 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. 4. REFER TO @ FOR VESSEL AND VESSEL SLAB DETAILS. (N SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. DESIGN CRITERIA TABLE NOMINAL FLOW RATE REDUCED TO 900 GPM NUMBER OF VESSELS 2 IN SERIES TOTAL CARBON CAPACITY 1,425 FN EMPTY BED CONTACT TIME 11.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/FT' BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY STREET CONSTRUCTION LEGEND ac AIR GAP 1 D2 As ADJUSTABLE PIPE SUPPORT 3 D3 BURIED GATE VALVE 3 D5 cla CHLORINE INJECTION 7 D2 �R DIFFERENTIAL PRESSURE 4 TRANSDUCER D3 3 MH MANHOLE D6 1 sR STANDPIPE D2 ss SAMPLE STATION 8 D3 O TIERED PIPE SUPPORT 1 D3 WHARF HYDRANT - 2 �" g O FIRE HOSE ANGLE VALVE D2 (FEMALE NPT X MALE NH) O WATER -LUBE CONVERSION 1 D5 — — PROPERTY BOUNDARY OA 10" FL XJADAPTER OF 10" FLANGED COUPLING ADAPTER OR 10"x10"x8" DUCTILE IRON REDUCING TEE OT 10"x10"x4" DUCTILE IRON REDUCING TEE 10T 10"00"00" DUCTILE IRON TEE 10E 10" 90' DUCTILE IRON ELBOW 12T 12"x12"x12" DUCTILE IRON TEE 12E 12" 90' DUCTILE IRON ELBOW 2E 12"x10" DUCTILE IRON REDUCING ELBOW 2T 12"x12"x10" DUCTILE IRON REDUCING TEE BV BUTTERFLY VALVE © GROOVED COUPLING 6.1-1829 qI zl 0 rn w zl a, W o �N D- U C.0 °yam (n N W �LLa J J U [if O W ::) O Ll� V^IS U) DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 Q DRAFTED BY: CHECKED BY: PAU MJB x r ROJECT NO: ---- O LLJ O a ro 3 z 0 Y' ORIGINAL SCALE SHOWN IS ONE INCH ADJUST J CL' 2 Do Yo0U W SHEET C4 9 OF 21 U In ZW W Y O F__ Q <C m CD � O Q o �N D- U C.0 °yam O= ; � zii Q o �N Q °yam O= ; � zii �LLa > U v o• O N N (� N l' W b Ll� V^IS DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: PAU MJB DATE: 08-14-2018 JOB NO: 214318001 ROJECT NO: ---- PHASE: 0 Y' ORIGINAL SCALE SHOWN IS ONE INCH ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C4 9 OF 21 00 `ro.-n'ba o�ox`o a��nv o�.or od vw� a�wcc `wL -c`Ect oda`.rr _ zea vma r mo°' of o'EL� - CONSTRUCTION LEGEND - �_ Ear=���o cIP CHLORINE INJECTION v t € " - 0 3 `9 = D2_ o w�=o - BURIED GATE VALVE 3 D5 a WHARF HYDRANT - 2�" g O FIRE HOSE ANGLE VALVE D2 (FEMALE NPT X.MALE NH) r m �- DIRECTION OF FLOW Q0o 10" 90' DUCTILE IRON ELBOW .(gO 10" FLANGED COUPLING ADAPTER OR 10"xi0"x8" DUCTILE IRON REDUCING TEE TREATMENT W OFF) BYPASS (WELL BLO z (FLG X FLG X FLG)OR tOT 10"x10"x10" DUCTILE IRON TEE o N OF BV 2E (FLG X FLG) OT 10"x10%4" DUCTILE IRON REDUCING TEE (FLG X FLG) 10E (TYP) x NC (TYP) 12E 12" 90' DUCTILE IRON ELBOW ' �. (FLG X FLG) 12E ✓ (TYP) 2T (FLG X FLG X FLG) 2E 12"x10" DUCTILE IRON REDUCING ELBOW (TYP) WH 12 12"x12%12" DUCTILE IRON TEE OTz 2T 12"x12"x10" DUCTILE IRON REDUCING TEE d BW-WTR) (FLG X FLG X FLG BV BUTTERFLY VALVE (FLG X FLG X FLG) " - - 12T GROOVED COUPLING f FINISHED 6 GRADE o. m (APPROX) Na ti4 �3fyyh EL 364.38 {c 51P o a J LTJ (n ML---------------------------------------------------------------------------- _J �______ 7---I 10 POST TREATMENT ,sem, `� --Y n l -_-IU W _J BLOW -OFF LINE w O �qqI IpK ` ,qqi I. LoI— III �1l 111 II f (MJ X MJ) t0E \ III X11 111 ���_ii� Ld IKLJ Q - (TYP) - Ld >_ u O ¢ FEET z Fn � n � U) C5 SEC "A -A" Oo U J > o G 2 �� w � -- EL U Of F v1 U w Z Y Ld O Y (n Q m C7 O � Z = o � U G 2T (FLG X FLG X FLG) ..�fQ^' -m (FLG X FLG) 12E (TYP) (TYP) ITT l2Q N O ry MTIT y WH H� F O=aid K z o o . HEETLy so O a��4a o OT (FLG XFLG XFLG) - AG ,y r Sy I^' O y o9Ni POST TREATMENT BLOW OFF1rj�A � (FLG X FLG) 10E FINISHED GRADE 1 DESIGN ENGINEER: EL 364.38 p - KEVIN BERRYHILL d .+� /`7 -s 7.: LICENSE N0: 70415 ,'�'%,�-` DRAFTED BY: CHECKED BY: �/ � SP PAID MJH DATE: 08-14-2018 G,�`'��.,0�''/\+/A!J%\i,,',,t'`�� ,�:A,�,/� . 7" T�''/ T, _-- � T'T r..'- I I _ _ _ 0 .214318001 PROJECT NO:_--- (MJ X MJ) 10E 1 III V� III IIr 11I j°�°� ILII ILII �� ql 2 III �� I� ILII —� I -F - III `� III j I� -------� PHASE: 0 1" O I _ __I �� ORIGINAL. SCAIF SHOWN IS ONE INCH, ADJUST SCALE FOR REDJCED OR ENLARGED PLANS. FEET B—B 6° MIN. -3' MAX. /l I i ___�/ 6.1-1829 SHEET C5 `/ � "B—Bol ol SEPARATION 1 "RCP- -SD C5 - SEC B — B SEE SHEET C6 - STORM DRAIN ° Z 10, of 21 PLAN & PROFILE CITY RECORD No. EXISTING WALL p LUT ai T(P) ay UR~ 6 EXISTING WALL 8 v8 It P a NSTALL 114 LF tis 5=0.0014 TALL f80 LF 18" ROPI S=0.0011 EXISTING WALL 00 SPRING CREEK LOOP I 9^ SLATE HILk� AY ✓ SPRING CREEK LOOP STATIONING IS ALONG PIPE CENTERLINE bpm HIDDEN BRIDGE DR to r�r `e. 'SC41QN FEET 77 77 .^+ 0 10 20 40 REVISION APPROVED WARNING POWER LINES OVERHEAD Know whaPs below. Call before you dig. CONSTRUCTION LEGEND cL GRATED MANHOLE LID W/ LOCK $ D6 MH MANHOLE 3 D6 MANHOLE LID 5 D6 PT PIPE TRENCH e D7 D7 sR STANDPIPE 1 D2 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. 161 IN THE SOUTHEAST CORNER OF FARWELL CT AND ARVIN EDISON CANAL. POINT TABLE e t EASTING `e. 'SC41QN FEET 77 77 .^+ 0 10 20 40 REVISION APPROVED WARNING POWER LINES OVERHEAD Know whaPs below. Call before you dig. CONSTRUCTION LEGEND cL GRATED MANHOLE LID W/ LOCK $ D6 MH MANHOLE 3 D6 MANHOLE LID 5 D6 PT PIPE TRENCH e D7 D7 sR STANDPIPE 1 D2 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. 161 IN THE SOUTHEAST CORNER OF FARWELL CT AND ARVIN EDISON CANAL. POINT TABLE POINT # NORTHING EASTING 0 2300125.12 6237374.18 Q2 2300131.88 6237386.88 Q3 2300107.98 6237463.54 f MATT BARNES ! DATE R.C.E. 79145 DANIEL PADILLA DATE R.C.E. 67008 6.1-1829 z� L1J do 3 Z Ad31S�3N U 04 � S�P�� a L1J w J J U 20> W O DO UC)0tooceCL� a H r U o a z � Ih 3 DESIGN ENGINEER: J a MATTHEW BARNES M LICENSE NO: 79145 CLUw Y - CHECKED BY: U DJD �z MJB Z � LLJ 1 O_ w i I— Ne< Q m H C2 u- H 1— 1- O PHASE: 3 0 d. U U ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR a REDUCED OR ENLARGED PLANS. UF.% 20> IQF!1\,nKo UC)0tooceCL� DESIGN ENGINEER: a MATTHEW BARNES M LICENSE NO: 79145 DRAFTED BY: CHECKED BY: DJD MJB DATE: 08-14-2018 i JOB NO: 214318001 H ROJECT N0: ---- H ,F PHASE: 3 0 7" � 3 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR a REDUCED OR ENLARGED PLANS. o SHEET PSG ^' (�V o 11R DE 21 8 16' FEET 1 D 1 z GAC VESSELS PLAN VIEW 0 1 2 GAC VESSELS FRONT VIEW AT LEAST (1) HH TOP NUT & WASHER SUPPLEMENTARY #6 TIES TYING TOP .:LAND BOTTOM REBAR MATS TOGETHER '1(2 REQ'D WITHIN 3" OF EACH " -": ANCHOR BOLT) 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT b 0 v z NOTES FEET 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. D 1 z 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 2 INCHES. D1 GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT E:tm " X 8" REDUCER 12" BACKWASH TO DRAINmii� 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT "FILAANGEEDOUPLING ADAPTER (TYP) NOTES 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. D NOT TO SCALE VESSEL PIPE CONNECTION R Ic N� R AT ON ONLY e� u e 6.1-1829 al0 m IN )R 1n 1n Li [ASTM F59STA CWP] ANCHOR J J U orf BOLTS, (2) PER LEG, INSTALLED W/ HILT] BOLTS, 2) E NON -SHRINK GROUT —� O HIT -RE 500 V3 EPDXY SUPPLEMENTARY #6 TIES TYING TOP .:LAND BOTTOM REBAR MATS TOGETHER '1(2 REQ'D WITHIN 3" OF EACH " -": ANCHOR BOLT) 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT b 0 v z NOTES FEET 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. D 1 z 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 2 INCHES. D1 GAC VESSEL ANCHOR BOLTS CONTRACTOR GAC VESSEL SUPPLIER 8" INFLUENT E:tm " X 8" REDUCER 12" BACKWASH TO DRAINmii� 8" TYPE 1 BUTTERFLY VALVE 8" EFFLUENT "FILAANGEEDOUPLING ADAPTER (TYP) NOTES 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. D NOT TO SCALE VESSEL PIPE CONNECTION R Ic N� R AT ON ONLY e� u e 6.1-1829 al0 m IN )R 1n 1n Li J J U N W O O� w O��LLa Of �U Q of m ; f Li F- U LiJ o ¢ M z =) J 0 Y O DESIGN ENGINEER: C m Z w Ld Li n W OVS Z w Y O Y PHASE: 0 m ORIGINAL SCALE SHOWN IS Q SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D 1 CD L� :a n U U V) J W co 0 W U Q C.7 1Q N N O� a"rrm� O��LLa �U m ; f DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: OVS 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 D 1 12 OF 21 24 MESH STAINLESS STEEL SCREEN ASTM C-478 PRECAST CONC MANHOLE SECTIONS. DEPTH PER PIPE v� PIPING PLANS g 1/2" NEOPRENE STRIP o a 0 .a „ o and o GRATED LID 2" X 2" X 1/ 4"`��/ + DB o� STEEL TUBING 1/2" X 2" SADDLE 4" DIP VENT i�w..,. cy 3/8" STAINLESS STEEL AD IAPPROIVED ` NHS°m"--rC-vs-6o o 12" DIP a (GRAINGER OR EQUAL 30' CHAMFER d. jam®r®r 1/2„ RAD.- O1 ...o `-nE_� 4NJw ��yyJJ K F ® ® a o E v -- (V J Zz0 1.75" o x¢° r o°° N�°c ET'�w`u nw`$ o 6" X 6" X 1/4" - STEEL PLATE J m^ VINYL CAP biz"= i� ° - ° o NaOw 1/4'" Z �s COMPRESSION ADAPTER _ 45' 1/4" HEX NPT, MALE- _ _ 531 K21 o�i� „ o aam� 12" FROM GAC 2" SQ. STEEL TUBING 1/4" WALL o' DRILL HOLE 5/8"0 2" Sq. STEEL 'v <i� x 3/8" COMPRESSION 2" OR APPROVED EQUALCARR ) TUBING 1/4° STEEL % BACKWASH OUTLET 18" RCP o' a �' SEE DETAIL PLATE _ 90• �` o 4' _ < j 1 D2 STANDPIPE i1 J.t m m 18" STORM DRAIN 1 /2" HAD. ` NOTES '���',� i // 1. INSTALL 4 -INCH DIP VENT PIPE 5.4 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4-INCHBALL VALVE `� \ VENT PIPE IS CONNECTING TO 18 -INCH STORM DRAIN LINE WHERE POSSIBLE. 4 -INCH VENT; 1/4" NPT, FEMALE PIPE SHALL BE LOCATED AT LEAST 3 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A \ NOTES MAXIMUM DISTANCE OF 8 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 5.4 -FEET. DRILL 5/8" X 4" DEEP HOLE IN \ 1/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, CONCRETE & EPDXY 1/2"4 S.S. FEET ` 1/4" THREADOLEI MINIMUM OR STAINLESS STEEL SCHEDULE 40. 2. INSTALL 4 -INCH DIP VENT PIPE 3.6 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH ALL THREAD ANCHOR BOLT. MIN. Z VENT PIPE IS CONNECTING TO 12 -INCH STORM DRAIN LINES WHERE POSSIBLE. 4 -INCH VENT 4" EMBEDMENT. SECURE WITH r*r* S 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. 1/2" S.S. WASHER AND NUT. 0 3 6 w 2 NOT TO SCALE AIR GAP STANDPIPE 2 NOT TO � SCALE AIR GAP SUPPORT 2 ONE SET OF VESSELS 2 NOT TO SCALE SAMPLE TAP SS -0201 TUBING CASE 1 MALE TUBE CONNECTOR 2' L X 1' W X 2' DEEP CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN f RECTANGULAR POLYETHYLENE ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN TANK 'NTH INTERNAL FLANGE i A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS AND HD US PLASTICS/TAMCO ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND PUBLIC WATER SYSTEM. / ,/,,ZONE "C" / //, i / � NOTES CHEM-TAINER, OR EQUAL B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE NO JOINTS IN SEWER MAIN// a ZONE "P" -PROHIBITED z `. i. CHEMICAL INJECTION TAPS SHALL BE SAF-T-FLO B CHEMICAL INJECTION 02 PORT ♦c d -� - -2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: WATER 6 4 MAIN 4 6 I MODEL EB -125 APPROVED ASSEMBLY OR APPROVED 1 '1 2" MIN 1. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA EQUAL. l " a o C906-99); 2. SPIRALLY -REINFORCED HDPE PIPE WITH GASKETED JOINTS (PER ASTM F-894); 3. EXTRA STRENGTH VITRIFIED CLAY PIPE VGA COMPRESSION JOINTS, TZONE "P" -P OHIBITED.: a "D"/ / 2. TUBE CHAMFER SHALL FACE UPSTREAM. - -- ----- ---- --- ---1 4.PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM D3034) OR EQUIVALENT; �,/ �Z9NE /,SPECIAL ,SEWER PIPE / ASTM D1248, TYPE 1, 5. CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR NO JOINTS IN SEWER MAIN CLASS A, CATEGORY 4, 6. REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). � EFFLUENT GRADE E ANSI/NSF 61 C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE CASE -Z. PIPE CERTIFIED CLEAR PE TUBING W � REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO NEW WATER MAIN _ILd cn JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND 3/4" HALF COUPLING , SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1.A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR /ZONE " " COMBINED GAC EFFLUENT PIPE OR SADDLE iLLJ __J G' ,D,/,j NO JOINTS IN WATER MAIN �- 1-1 /2" EPVC W/ O 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. C7 MNMMZONE "P"-PROHIBITEDy+. OR 3/8" CARRIER Ed < � D THE WATER MAIN ABOVE E R' MAIN DOES NOT MEET CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS WITHINOF THE WATER MAIN (IN ZONE D) AND BE OUR FEET FROM 2' 8' SEWER 8' FLOW -� FG COATED STEEL TUBING FROM CHEMICAL METERING PUMP Q E- Ed H (n J MAIN LLOWI ONE THEITHER E FOLLOWING: - - ..-.__.._---_. - ---- O PERNIAWWA 9 6TARY FUTSING 1F HDPE PPE WIOF TH SION-WELDED w 3 = U 2. DUCTILE IRON PIPE NTH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS (GASKETED, BOLTED JOINTS); a "1 „x'r^ ;-'ZONE "P" -PROHIBITED a.= "I! �� ZgNE "C"i i 0 Y p U Q Li w 3.A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR OVER THE PIPE BEING CROSSED; / > i i ,SPECIAL WATER PIPE'' ;' i /' Z O En w p U EQUIVALENT, CENTERED 4.A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) CENTERED OVER THE PIPE BEING CROSSED; OR NO JOINTS IN WATER MAIN NOT TO SCALE 7 Z W y O 5.ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. FIGURE 2 -CROSSINGS D2 CHEMICAL INJECTION PORT D2 CHLORINE INJECTION H Q < Q m V CASE 1 CASE 2 � Q CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN j ( NEW WATER MAIN g >- ZDAL SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED 2-1/2" ANGLE VALVE W/ CAP U WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. FEMALE NPT X MALE NH Y91 DIXON AV250 OR EQUAL 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 ;' w ^ w w w ZONE B-- o ' m o / rt SPECIAL.-- FOLLOWING: 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); /ZONE A N - - /S ECTAL / '"' , i z�,� - PIMP - C� Q �/ o ` a N m P 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 2 � E.,, Ln <� � a t 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 :PERMISSION 1 -3'%. - 6 i EQUIVALENT; OR 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA ZONE B / / '41 EXIST. EXIST. /, - o � � 0 1__ a a (C300 OR C302 OR C303). -_ I / WATER SEWER ,. %' SPECIAL // - MAIN MAIN � wz a O� aoN� C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE PIPE - `t'_ --- FL / - o s 2-1/2" BRASS PIPE " w 2a 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 - r 2 - (F-_-3'/ 1' "P"' - / // 1 ° ° 0 0 Q- a" ¢ m CONSTRUCTED OF ONE OF THE FOLLOWING: ; _ 0 1 "/ZONE ° ° O DESIGN ENGINEER: 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); - �A/- i / / a ° KEVIN BERRYHILL 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -INCH -THICK WELDED STEEL PIPE; -. / m ` - - I4� RI SI N ° ° LICENSE NO: 70415 -FOURTH PVC WATER PIPE 18 PER AWWA C900 & C905); OR /,// .:T? /// (4,11,'w8 // DRAFTED BY: CHECKED BY: 4. CLASS 235 PRESSURE RATED (DR ®y' 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA TEE 4" BRANCH DVS MJB _ (C300 OR C301 OR C303). g' I � & THREADED FLANGE08-14-2018---- EA _ _ - DATE: 08-14-2018 JOB NO: 214318001 D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE D FIGURE 1 PARALLEL CONSTRUCTION WHARF HYDRANT MANIFOLD CONNECTION REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN PROJECT N0: ---- EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. -�--- PHASE: BE CONSTRUCTED AS FOR ZONE C. FEET IGINAL SCALE SHOWN IS ZONE "P" IS A PROHIBITED ZONE. �� SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22. 0 1 3/4"= 1'-0" Q G 6.1-1829 ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET Dn L D2 NOT TO SCALE WATER MAIN @) SEPARATION 02 WHARF HYDRANT CITY RECORD No. 13 OF 21 ,J PI -0507 TFo HSS 4"x4"x3/8" GALV TUBE, P1000 UNISTRUT WELDED CONTINUOUS - SECTION A -A 9/16" HOLE + CAST IRON SPACING IS 15' MAX OR 15' v> OF TRIBUTARY PIPE LOAD TO BEAM. TOUCH UP GALVANIZING (2 PLACES) PIPE SADDLE i 1/4" END CAP / y / GALVANIZED _ (T.) U BOP OR THREADED LT PIPE U B DIMENSIONS PIPE" SIZE A B. C„ MIN MAX 2 1/2" 2 1/2" 1 1/2" B. 13" 3" 2 1/2" 1 1/2" 8 1/4" 13 1/4- 4' 3" 2 1/2" 9 1/4" 14" 6" 3" 2 1/2" 10 1/2" 15 1/4" B. 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" 1 19 3/4- ` CAST IRON I ROSEMOUNT 2051 OR 3051 WITH 4-20 MA 1/2" HOLE ADJUSTING NUT a ( OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 120• FOR U -BOLT la" ! INCHES OF WATER RANGE. o - - - — ( / - THREADED -_ /f (2 PLACES) PIPE = _-- -- 2"0 PIPE STAND 18” A r iv 1/4" STEEL PLATE 3/16 m 1 2 X 5" 6- 4 BARS 2'-0" MAX. THROUGHOUT I 9" / " %_ - - ii EXP (4 READ) ro 12" LONG z X 5" EXP U -BOLT OR STRAP EAD) AROUND TOP OF ( (6) K`1 BARS �J NON -SHRINK i (4 R 12" LONG K GROUT - NON -SHRINK PIPE-TYP 0/ ✓✓,' INCHESWELDED GROUT SHAPE SADDLE TO `FLOOR SLAB" . CONCRETE SLAB STEEL BASE MATCH PIPE ." NOTE: FOR SUPPORTS IN AREAS z 2 SADDLE OUTSIDE OF FLOOR SLAB, CONSTRUCT o D3 SUPPORT TYP. D 3 18"x18"x6" PAD UNDER PIPE SUPPORT. m 3„ - I. -O" NOT TO SCALE w ADDITIONAL / P1001 UNISTRUT AS SUPPORTS I T 4 03 PIPE SADDLE Ds ADJUSTABLE PIPE SUPPORT Ds PRESSURE TRANSDUCER AND STAND I _ P1325 CHANNEL ; CONNECTION CUT CHANNEL AS NECESSARY AND 1 REMOVE LOWER f� P1000 UNISTRUT I, 10 ALTERNATE LOWER 3 OPTIONS 3"x3"x3 i6" GALVANIZED TUBE ! li IT.. WELD PLATE I ! ` I 7"x8"x5/8" I PLATEME TO BEAM1 - — — -- 1" TO 1-1/2" ALTERNATE "A" " NON -SHRINK GROUT' 5/8" 316 SS ANCHOR BOLTS (4) PER PLATE, INSTALLED W/ `<�,: ;i 13 HILTI HIT -RE 500 V3 EPDXY 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND ` r EQUIPMENT SCHEDULE ITEM DESCRIPTION Oi SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 N,= ot-2 too ^ O 1" TYPE K SOFT DRAWN COPPER TUBE O4 I" STRAIGHT COUPLING PE -IPS X MIP MUELLER H -15426N OR EQUAL O5 PRESSURE TRANSDUCERm�� O oa vw" (� 1" ELL FIP X FIP-------�-- r,n-o °c •-EvL O9 1" STRAIGHT COUPLING PE -IPS X RIP MUELLER H -15456N OR EQUAL to 1/4" OD 304 SS TUBE n PIPE STAND am VINYL CAP J U J [If =D MOUNTING BRACKET- oo� E Z w o<v 0" VALVE MANIFOLD - o N_ a atv � o ov - NOTES aoo�a-oE o.P [If . 2 SENSING LINES 1 FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE O SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE .-zo„a=Ev6wwaw��s x vo SUPPORT. �w E ao o -"Py 6rD Bs-` SENSOR CABLE Q m 2 DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE U, u- ` CAST IRON I ROSEMOUNT 2051 OR 3051 WITH 4-20 MA 1/2" HOLE ADJUSTING NUT a ( OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 120• FOR U -BOLT la" ! INCHES OF WATER RANGE. o - - - — ( / - THREADED -_ /f (2 PLACES) PIPE = _-- -- 2"0 PIPE STAND 18” A r iv 1/4" STEEL PLATE 3/16 m 1 2 X 5" 6- 4 BARS 2'-0" MAX. THROUGHOUT I 9" / " %_ - - ii EXP (4 READ) ro 12" LONG z X 5" EXP U -BOLT OR STRAP EAD) AROUND TOP OF ( (6) K`1 BARS �J NON -SHRINK i (4 R 12" LONG K GROUT - NON -SHRINK PIPE-TYP 0/ ✓✓,' INCHESWELDED GROUT SHAPE SADDLE TO `FLOOR SLAB" . CONCRETE SLAB STEEL BASE MATCH PIPE ." NOTE: FOR SUPPORTS IN AREAS z 2 SADDLE OUTSIDE OF FLOOR SLAB, CONSTRUCT o D3 SUPPORT TYP. D 3 18"x18"x6" PAD UNDER PIPE SUPPORT. m 3„ - I. -O" NOT TO SCALE w ADDITIONAL / P1001 UNISTRUT AS SUPPORTS I T 4 03 PIPE SADDLE Ds ADJUSTABLE PIPE SUPPORT Ds PRESSURE TRANSDUCER AND STAND I _ P1325 CHANNEL ; CONNECTION CUT CHANNEL AS NECESSARY AND 1 REMOVE LOWER f� P1000 UNISTRUT I, 10 ALTERNATE LOWER 3 OPTIONS 3"x3"x3 i6" GALVANIZED TUBE ! li IT.. WELD PLATE I ! ` I 7"x8"x5/8" I PLATEME TO BEAM1 - — — -- 1" TO 1-1/2" ALTERNATE "A" " NON -SHRINK GROUT' 5/8" 316 SS ANCHOR BOLTS (4) PER PLATE, INSTALLED W/ `<�,: ;i 13 HILTI HIT -RE 500 V3 EPDXY 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND ` r EQUIPMENT SCHEDULE ITEM DESCRIPTION Oi SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 CORPORATION STOP, 1" MUELLER B25005N OR EQUAL O 1" TYPE K SOFT DRAWN COPPER TUBE O4 I" STRAIGHT COUPLING PE -IPS X MIP MUELLER H -15426N OR EQUAL O5 1" ANGLE BALL VALVE RIP X RIP MUELLER B -24285N OR EQUAL O 1" X 3" BRASS NIPPLE (� 1" ELL FIP X FIP-------�-- O6 VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL O9 1" STRAIGHT COUPLING PE -IPS X RIP MUELLER H -15456N OR EQUAL to 1/4" OD 304 SS TUBE n 1/2" X 1/4" REDUCER MPT X CTS COMPRESSION FITTING 12 VINYL CAP SADDLE. 1/2" X 5" EXP /� Q 2. MODULAR FRAMING COMPONENTS SHALL BE (4 READ) I UNISTRUT B -LINE, KUMAR OR EQUAL. 16 i II INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES O 17 9 WITH 6-#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY ! ' 6 a s REFER TO DETAILD s . ,,, - , .''; 5 t' -o' 6 7-1/ V 0" ALTERNATE "B" 4 4 1 03 5 D3 TIERED PIPE SUPPORT D3 TIERED PIPE SUPPORT — LOWER SUPPORT O I O ALTERNATIVES I WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM 0 z a STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000-HJB OR EQUAL to o t5 t6 1/2 SS BALL VALVE, FPT � W n > V t7 1" X 1/2" REDUCER, MPT X FPT o ti� w O 3 0 Lai I__ � I V) N LL! J Q W J U J [If =D oo� W O CO Z w 5. 0" SADDLE. 1/2" X 5" EXP /� Q 2. MODULAR FRAMING COMPONENTS SHALL BE (4 READ) I UNISTRUT B -LINE, KUMAR OR EQUAL. 16 i II INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES O 17 9 WITH 6-#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY ! ' 6 a s REFER TO DETAILD s . ,,, - , .''; 5 t' -o' 6 7-1/ V 0" ALTERNATE "B" 4 4 1 03 5 D3 TIERED PIPE SUPPORT D3 TIERED PIPE SUPPORT — LOWER SUPPORT O I O ALTERNATIVES I WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION a STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000-HJB OR EQUAL to 1/2" OD 304 SS TUBE t5 t6 1/2 SS BALL VALVE, FPT 1/2 SS COMPRESSION FITTING X MPT t7 1" X 1/2" REDUCER, MPT X FPT M I r J ~ ELI r O 3 2 � I J Q W T oo� m Z w 5. 0" �C W o N_ U - Z [If Y O Q Q m U, u- o M I r -0I ~ O 2 T / 5. 0" D3 U - M I r -0I SEE DETAIL WHEN0- SUPPORT PARTIALLY RESTS #5 EPDXIED DOWEL X 24" ®12" OC WATER MAIN U w ON VESSEL PAD (USE HILTI HIT -RE 500 V3 EPDXY I -- OR -OR EQUIVALENT) (SEE NOTE BELOW) Y 6"MIN EMBED ��/ • Nmn x / FO 2 6" O / #5 ®12" OC EW T&B FG • PIPE SUPPORT FOOTING E GAC VESSEL SHEE pNLy N THIS 1�ATN I�0� �$9� R / nope U LL Li � m n U DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE N0: 70415 6 DRAFTED BY: CHECKED BY: NOTES DVS MJB (4) 1/2" SS ANCHOR DATE: 08-14-2018 O NOTE BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. FOUNDATION JOB NO: 214318001 % MINIMUM BAR LENGTH = 24". y BEND BARS THAT DON'T FIT IN FOOTING 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. PROJECT N0: ---- x PER ACI STANDARDS. CONCRETE BASE FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA - (APPLIES WHEN PIPE SUPPORT GRAVEL. PHASE: FEET IS OFF OF VESSEL PAD) D 1" ORIINCH. SCALE SHOWN IS7�111111� ONE a E FOR NOT TO SCALE REDUCED OR DENSRGED LPLANS. 6.1-1829 SHEET D^ 6 7 8 3 Da TIERED PIPE SUPPORT FOOTING Ds TIERED PIPE SUPPORT PARTIAL FOOTING D3 WATER QUALITY SAMPLING STATION 14 OF 21 CITY RECORD No. I r SHEE pNLy N THIS 1�ATN I�0� �$9� R / nope U LL Li � m n U DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE N0: 70415 6 DRAFTED BY: CHECKED BY: NOTES DVS MJB (4) 1/2" SS ANCHOR DATE: 08-14-2018 O NOTE BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. FOUNDATION JOB NO: 214318001 % MINIMUM BAR LENGTH = 24". y BEND BARS THAT DON'T FIT IN FOOTING 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. PROJECT N0: ---- x PER ACI STANDARDS. CONCRETE BASE FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA - (APPLIES WHEN PIPE SUPPORT GRAVEL. PHASE: FEET IS OFF OF VESSEL PAD) D 1" ORIINCH. SCALE SHOWN IS7�111111� ONE a E FOR NOT TO SCALE REDUCED OR DENSRGED LPLANS. 6.1-1829 SHEET D^ 6 7 8 3 Da TIERED PIPE SUPPORT FOOTING Ds TIERED PIPE SUPPORT PARTIAL FOOTING D3 WATER QUALITY SAMPLING STATION 14 OF 21 CITY RECORD No. SI. -0104 SL -0105 SL -0109 a" NSP 4-0 oot�ov�afoBy�_. 32 DIA r?�DIA PROVIDE BARS EQUAL IN 3 TOTAL AREA TO REGULAR oa" REINFORCING INTERRUPTED >'� �3 o E € o 5-#4 ®4" CC, TOP BY OPENING. PLACE ONE a2wg e 3" HALF TOTAL AREA TO EACH m� a _ EDGE OF SLAB D SIDE OF THE OPENING. D 8 N ' I SPACED AT 3" OC. 16 DIA 12" MIN 4 F v 32 DIA ONE EXTRA BAR EACH m� R�GULARRNER PREINFORCING ER F C, r� a (SEE TABLE BELOW.) DOUBLE CURTAIN OPENING OPENING 32 DIA 32 DIA 16 DIA 12" MIN FOR OPENINGS 12" TO 21" 16 DIA xi L 12" MIN 4-#4x4'-0" ® 6" CC, TOP LAYER 3/4" BELOW FOR OPENINGS o 21" TO 54" m TOP OF SLAB OTE SINGLE CURTAINTI THIS APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT +' FEET EDGE OF SLAB DO NOT RETAIN LIQUID OR SOIL zo NOT TO SCALE INTERIOR CORNERS EXTERIOR CORNERS NOT TO SCALE w 1 2 D D4 REINFORCEMENTS WITH NO WATERSTOPS D4 INTERIOR AND EXTERIOR CORNERS D4 CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0,00 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT z o� DIMENSION of DETAILING T1 DIMENSION D 1 1 1 (J 1!] R, Db = (1) BAR DIAMETER 2 Db = (1) BAR DIAMETER D ¢ q�� - 3GO 2 1�2"OMIN N D = FINISHED INSIDE BEND DIA. a. ' ELASTOMERIC SEALANT W FURNISH AND INSTALL D =FINISHED INSIDE BEND DIA. 'G D - 6Db FOR #3-#B D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 r a IN GAP (SEE NOTE) �, o D = 8Db FOR #9-#11 D = 1ODb FOR #14 AND #18 180 -DEG D = 1ODb FOR #14 AND #18 90 -DEG DIMENSION OF STANDARD 180' HOOKS, ALL GRADES BAR LENGTH D THICKNESS A OR G BAR RECT. CIRCLE OF CONCRETE 3" SIZE OPENING OPENING < 12"_ 3" #4 3'-0" D+24" 12" 18" #5 3 3/4" 3'-0" 7" >1 a" --#5 #6 3'-8" D+24" _ B- = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN IN CONC. 5 1/4" REINFORCEMENT SPLICE TABLE. 5 1/4" FOR OPENINGS o 21" TO 54" m TOP OF SLAB OTE SINGLE CURTAINTI THIS APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT +' FEET EDGE OF SLAB DO NOT RETAIN LIQUID OR SOIL zo NOT TO SCALE INTERIOR CORNERS EXTERIOR CORNERS NOT TO SCALE w 1 2 D D4 REINFORCEMENTS WITH NO WATERSTOPS D4 INTERIOR AND EXTERIOR CORNERS D4 CONCRETE OPENING REINFORCEMENT WITHOUT LIQUID OR SOIL SL -0,00 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT z o� DIMENSION of DETAILING T1 DIMENSION D 1 1 1 (J 1!] R, Db = (1) BAR DIAMETER 2 Db = (1) BAR DIAMETER D ¢ q�� - 3GO 2 1�2"OMIN N D = FINISHED INSIDE BEND DIA. a. ' ELASTOMERIC SEALANT W FURNISH AND INSTALL D =FINISHED INSIDE BEND DIA. 'G D - 6Db FOR #3-#B D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 r a IN GAP (SEE NOTE) �, o D = 8Db FOR #9-#11 D = 1ODb FOR #14 AND #18 180 -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" 8" #5 3 3/4" 5" 7" 3 3/4" 10" #6 4 1/2" 6" 8" 4 1/2" 12' #7 5 1/4" 7" 10" 5 1/4" 14" #8 6" 8" 11" 6" 16" #9 9 1/2" 11 3/4" 15" 9 1/2" 19" #10 10 3/4" 13 1/4" 17" 10 3/4- 22" #111L 14 3/4" 19" 12" 24" #14 18 1/4" 21 3/4" 27" 18 1/4" 31" #18 1 24" 1 28 1/2" 36" 24" 41" _____________ NOTES 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. \` - D I ii 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF W li II - D n THE CONSTRUCTION JOINT LENGTH. I— I II N W N ci ii D-4Db ii (TMP) 4Db or II II + )I 2-1/2" MIN. II HOOK BEND 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 REINFORCEMENT BENDS Y w w NOT TO SCALE NOT TO SCALE a-cn CO w o Z W Y 6 < D4 CONCRETE LONGITUDINAL JOINT D4 CONCRETE JOINT SEAL Q #3 TO #5 6Db O OR 2 1/2" MIN 9O SL -0124 r #6 TO #8 12Db E HOOK HOOK it 50Db #6 AND SMALLER CL ~ 5 A OR G ii 2 o A OR G II 62Db #7-#11 sU U w �6 i xi 2`�gp xI 9Db o A D 6 MAX . - m OR Zo O Z 00 53 w z Izw I /' r z O 1/4"xi/16" SAWCUT JOINT woo D Db o o p Db o o D Ob STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) > 0 3 Polly �uEET f)AvLY it err �� BEAM BEAM BEAM 90 -DECD 13 1 enoo In unnve encwr cnool to /nr SPLICE LENGTH / Db J � A OR G 135' #3 1 1/2" SIZE W o A OR G °' �b c� �� �2 • w m a �- (PSI) CONCRETE STRENGTH PSI Lf) ° - 4" 2 2500 3000 3500 4000 5000 #6 AND SMALLER 63 57 53 50 NO WATERSTOP OR #7-#11 1 78 1 72 L 66 I 62 56 DESIGN ENGINEER: 10 1/2" 3- #5 2 1/2" 6" SEALANT NOTE: "SIKAFLEX < 3/4- #6 4 1/2" ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH < J 1/2- #7 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 H 9" 5 1/4" HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND W O� 3 : N 10 1/2" ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT APPLY Ov _J Wp COMPLETELY. O I o ¢ REINFORCEMENT BENDS Y w w NOT TO SCALE NOT TO SCALE a-cn CO w o Z W Y 6 < D4 CONCRETE LONGITUDINAL JOINT D4 CONCRETE JOINT SEAL Q #3 TO #5 6Db O OR 2 1/2" MIN 9O SL -0124 r #6 TO #8 12Db E HOOK HOOK it 50Db #6 AND SMALLER CL ~ 5 A OR G ii 2 o A OR G II 62Db #7-#11 sU U w �6 i xi 2`�gp xI 9Db o A D 6 MAX . - m OR Zo O Z 00 53 w z Izw I /' r z O 1/4"xi/16" SAWCUT JOINT woo D Db o o p Db o o D Ob STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) > 0 3 Polly �uEET f)AvLY it err �� BEAM BEAM BEAM 90 -DECD 13 1 enoo In unnve encwr cnool to /nr SPLICE LENGTH / Db SIZE D A OR G 135' #3 1 1/2" SIZE sem- a • - prf RNIA I A OR G °' �b c� �� �2 • w m a �- (PSI) CONCRETE STRENGTH PSI 1 1/2" ° - 4" 2 2500 3000 3500 4000 5000 #6 AND SMALLER 63 57 53 50 NO WATERSTOP OR #7-#11 1 78 1 72 L 66 I 62 56 DESIGN ENGINEER: ..r n,"„u, „uu,"u uuunnu uwu•u. j ur --- DO"ELO f,I UVIIYI KEVIN BERRYH - (TIE BENDS SIMILAR) NOTE LICENSE No: 1. SPLICES SHOWN ARE CLASS 8 SPLICE I 7nms 135' SEISMIC 90' SIZE D A OR G 135' #3 1 1/2" 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" 10 1/2" 3- #5 2 1/2" 6" 5 1/2" 3 3/4- #6 4 1/2" 12" 8" 4 1/2- #7 5 1/4" 14" 9" 5 1/4" #8 6" 16" 10 1/2" 6- 135' SEISMIC HOJARROX. SIZE D A OR G #3 1 1/2" 4" #4 2" 4 1/2'#5 w 2 1/2" 5 1/2"#6 4 1/2" 8" OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER #7 5 1/4" 9" DATE: 08-14-2018 #86' 10 1/2" JOINT. fy=60ksi fc=4ksi. SEE CHART FOR DIFFERENT V V CONCRETE STRENGTHS. DRAFTED BY: CHECKED BY: w 2. SPLICES ASSUME THE MODIFICATION FACTORS NOTES IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS.. MJB OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT DATE: 08-14-2018 CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. ---�-- JOB N0: 21431x001 ACCORDANCE WITH ACI 318. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED N TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. ' PROJEOf N0: ---- J, PHASE: 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. D 1•• ORiG,�AL SCALE NOT TO SCALE REDUCED OR ENLARGED PLANS NOT TO SCALE ONE INCH. ADJUST SCALE FOR 4 7 6.1-1829 SHEET D4 D4 REINFORCEMENT BENDS & SPLICES D4 CONCRETE CONTROL JOINT �f CITY RECORD No. 15 °F 21 f I D DETAIL '18" NOTE: BOLT STRUT SO FLANGE EE -' W/ ANGLE FITTING. DO .kW WELD :STRUT TO PIPE w To System DETAIL "F" H R FLANGE m SADDLE$ ARE REQUIRED ON ALL PVCC-900, PLASTIC, AC.. CLAI„$ 100, STEEL. OR WROUGHT IRON PIPE. L N�RQ ELP ORE)WROUGHT O (PVCN-C-900 PLASTIC PIPE), 1" P (AC CLASS 100 PIPE) DETAIL "C" -ANGLE PITTING.. -- o SECTION D -D SEE DETAIL "B" s a�R I" THREADOLET R H R, ) DETAIL "G" 3" ELL, 30' 3" STD. PIPE (COVER PIPE ENDS WITH BIRD SCREEN) 10 FT—DEEP VALVE CAN 3/4 FILLED WCiTi ROCK - 3" OR SMALLER ROCK VALVE COLLAR 2'Ox 6" THICK CONIC PAD CONCRETE COLLAR FG UNPAVED AREA --\ TRACER WIRE (FOR PVC PIPE ONLY) 1. COVER DRAIN WITH 12—INCH DIAMETER PEDESTRIAN RATED GALVANIZED GRATE. NOT TO SCALE DRAIN DS D5 m " :v PLAN 2-1/2" AC MATCH (E) SURFACE ELEV. ;. ROAD MATERIAL VALVE BOX LID CHRISTY G5 OR T APPROVED EQUAL I n B" PVC OR DIP RISER "— RESTRAINED JOINTS ON—SITE VALVE & VALVE BOX 5,101 N ONLY INFOR�AT� 6.1-1829 a� s" aE9< N_aQ - _opo two oEoEw E C v p V t27 =on=_a«ate nc�`ev 0 r m lim MATERIAL. LIST PART DESCRIPTION Al 1' ANGLE METER STOP, FLARE C x METER SWIVEL NUT, MUELLER H-14255, OR EQUIVALENT A2 i' BALL VALVE B METER ADAPTER, FORD ADAPTER A24 (CHANGES 5/8' x 3/4' METER TO 1" SPUD SIZE .& LENGTH) C 5/87 3/4' METER D 3/4": METER COUPLING (MPT x METER SWIVEL NUT). MUELLER OR EQUIVALENT E 3/4'.DOLE FI t1W CONTROL DEVICE, 2 GPM. CAT, NO. GC2,0 F 1 2"rtdPTxFIARE BRASS WITH A 2" FLARE NUT G 1 r TUBING, COPPER, TYPE K SOFT H 1' CxC 90' ELL I 3/4"x 1" IPC BUSHING BRASS J 1' QxFPT 90' ELL' K 1" PIPE PE PLASTIC, (PE 3405, PC 200, IOR 7).. L i' COUPu G, MUELLER IPSPE INSTATE — IPT MALE M 2" PVG QDNDGIT) N SAUDIS. MALLEABLE IRON. DOUBLE- STRAP 0 _CE SERVICE SADDLE, OR EQUIVALENT ALL BRONZE, MUELLER H-13400 SERIES P lStRI SADDLE, ALL BRONZ .: DOUBLE STRAP Q 1 CORPORATION SCOP, MUELLER MT H-10003 3/4' CCx1# M.LP., OR EQUNALENt R 17 TUBING, COPPER, TYPE K. HARD R1 I' TUBING, COPPER, TYPE KSOFT S 3 4"' SHALLOW STRUT WITH i". 1NSULATEO-.TUBING CLAMP T i" CxMPT ADAPTER UCLAVAL CSC 1/2' $WING CHECK CAT 63385 or EQUAL. V 1/2' XCLOSE BRASS NIPPLE ' W tl4"�: MFTxtl2' FLARE PASS.. 1/2" FLARE NUT X 111V z9LL 90', IPTxFLARE MALE WITH 1/4- FLARE NUI ... Y 1/40..MPTxFLARE HRASS WITH 1/4' WE NUT Z STRUI: (DEPTH AS REQUIRED) WITH INSULATED PIPE CLAMP SIZE AS. REQUIRED AA i/4'. TUBINQ, Q PPER, TYPE::K SOFT BB SIZEI AS REQUIRED BRAS$ BUSHING QO 3/4'x 1 2" IPT BUSHIN BRASS ,' DO , 1/4'=ELL 90' MPTxt/2" FLARE BRAS WITH 1/2' FLAP€ NUT... . EE 1-5/8' STRUT AND TUBING CLAMP, UNISTRUT OOIOT022 FF 1" BRASS UNION GG TEE $TRAINER SPRAY SYSTEM. //2" 4TY10 . 3" ELL, 30' 3" STD. PIPE (COVER PIPE ENDS WITH BIRD SCREEN) 10 FT—DEEP VALVE CAN 3/4 FILLED WCiTi ROCK - 3" OR SMALLER ROCK VALVE COLLAR 2'Ox 6" THICK CONIC PAD CONCRETE COLLAR FG UNPAVED AREA --\ TRACER WIRE (FOR PVC PIPE ONLY) 1. COVER DRAIN WITH 12—INCH DIAMETER PEDESTRIAN RATED GALVANIZED GRATE. NOT TO SCALE DRAIN DS D5 m " :v PLAN 2-1/2" AC MATCH (E) SURFACE ELEV. ;. ROAD MATERIAL VALVE BOX LID CHRISTY G5 OR T APPROVED EQUAL I n B" PVC OR DIP RISER "— RESTRAINED JOINTS ON—SITE VALVE & VALVE BOX 5,101 N ONLY INFOR�AT� 6.1-1829 a� s" aE9< N_aQ - _opo two oEoEw E C v p V t27 =on=_a«ate nc�`ev 0 r m lim , Qc c oom H^' • aNm (n co cz W o�LLa >u J U qm; J W cf Ul 12 O ¢ DESIGN ENGINEER: KEVIN BERRYHILL uj LICENSE NO: 70415 F— DRAFTED BY: CHECKED BY: L`VS Q DATE: 08-14-2018 JOB N0: 214318001 ROJECT NO: ---- F-- PHASE: } 0 _J 00 LLJ CD 4 r 3 Z !n Q � Q J W m z w O U of o U W (n O Ld m u � o 0- 0 O I— , Qc c oom H^' • aNm ok cz o�LLa >u qm; cf Ul 12 ¢ DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: L`VS MJB DATE: 08-14-2018 JOB N0: 214318001 ROJECT NO: ---- PHASE: 0 1 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDJCED OR ENLARGED PLANS. SHEET D5 16 OF 21 -______ See stmdaid �I o, a`06to°°o v 40'Ma j Wfbf Iva bwnS" d and QN�En 4-2 a:s GUTTER CENTER STREET Nee9 Meg '. .. r 45 Mn sawase namoearde wyo cows delads -, { F`n N £ „ o o'05 3 FLOWUNE PIPE TRENCH RIGHT-OF-WAY .4, ';; •` size, extend bar hdres of a \ a 0 "�' `o E t t w SEE PLAN 2' TYPICAL 2" BRASS PLUG " ... wxwr B, 0" beyond : ". e. �; --- ii \' hdk of xaY wd y _ 71re oppw'meows o! d A, 'r-1y��-- and o sewers send be •� m $' w .-'o � o f n ' u a I.A. chanrM between S'ed w1w. 4'U' + „ - - _.. d it removed and the broken es MIA oar' N o •b R 6" 2" BALL VALVE JAMES JONES J-1943 TYPICAL ' o so i + - ii ads vllowa M1alrss of Owes - y r ` ", F_7 �Aae be plasfeed smrofhs i i - i dalent maty o z a � o � > a .a v o. 6 _ =w n OR EQUAL TOP OF CONCRET, PAD •: r. WhAre kc nin and met Ccncre(e to (FINISH PAD 114 BELOWang CAST IRON STREET GRAD 5 'A sewers in o mad�de ere of Cmby14 .:.• z ��, ", m� e is 8-" E ao" I TRAFFIC LID^- the sane d'in'ts, !Ae top �� �'-" --r'- ----' Atli o/ ppe sod ody De -- -- -J 40'Dia :- z caw o s' ti E a„ v NARY£ BACKFILL COMPACTED TO _ hail i �_ �, _ (LZn) : %" 9OX RELA77W AT MAXIMUM DRY �.. "� fee brainsde es drill bed o DENSITY, EXCEPT AS MODIFIED BY p .r .; �£+ �`J psedw cmoom rte SPECIAL PROVISION, WEN !N STREET R W, 95X E 2 / a a_�`\ T" �4 REBAR x�wF,99ROAE5LSL�' carrot mato. PLAN AT SURFACE PLAN AT BOTTOM TOP ✓lfW thole: PGC lob not b ern .. ofd is o -. '1 N _ REBAR � Owned powng pWce I i , ( METAtDC PIPE IDENTIFIER TAPE g�4 -BROOKS #37 BOX P.C.C. Aro not to De poured until 1 CONCRETE OR EQUAL Pam9 is in plow. Slab and lid 2"X6" BRASS OR R-0.5" m to 0.115' to 0,25' li SELECT MATERIAL COMPACTED TO BRONZE NIPPLE, " BRONZE GATE VALVE bdaw new innrslxd paxng. T .....I...._. 65X RELA77VE DENSITY YrRAP Wt TH 5 MIL. 2.0'M•. m TAPE 2" BRASS NIPPLE TO FIT) WRAP WITH- 90 mIn 7 v--- iII ___ 4 SECTION TO + 2I Mortar, I. Ad wax shad cmhxm to the sections at the P7 Mata 7RENGH ZONE COMPACTED 5 MIL. TAPE dodable 'Standard n _ NOTES.' 65X MIN. RELATIVE DENSITY. 2" BRASS OR BRONZE COUPLING , .: my Paled WeaNnotons entl(Md 5px/6coflms Slate of 10' Mm. v Cdifonq Depafinent of Gangafafim; approwd Dry Pocked 20' Dia b I. a mak enol/ cmlam to the slahkcdla sectors 2 x12" BRASS wnalf edr'fkn, ¢0, of the grecllnvG'ms entitled Stendad $ecifimlims EXCAVATE TO CLEAR PIPE BELL caw caw NIPPLE j 2 Ad mleded mmhde 'phis she# be 79ed with Hent - Stale of Rdoodda, Oepatment of Trarpatatim' w > opprored cunml edition MIN. MIN. 2""X72" BRASS NIPPLE sem' a approved bock mask aped. mases o/ monhdes most be melwed and neatly mend a wood m lade 2 Marta �Aa'! carseat of am pat PaBmd Cenent - of Poe and fro Pmts of clew, end traded mo. PIPE O.D. 12"-24' a; �" I .._- Pope Z O 2' BRONZE 4 - J Re mat reokrtsC madrole sectkns dill De croslmnfed Ohmmeter J. khts Ad be Tilled with mate, and why Named N 90 ELL o amwdarce rlh the Paovrtlwra o ASIX C-479 _ yare,. a wiped m nsiea of ppe S w 42' MINIMUM FOR /2" DIAMETER MAINS & SMALLER WATER MAIN anent odfiaa. 48' MINIMUM FOR LARGER THAN /2' DIAMETER PIPE '4 : : 4.a' 01a 4. Pre cast rahm" mmhde sections rale De POUR AGAINST - --= 4. Ad same manh he, to sewer Ldra large' fnm 18' 'F.Lax" mnstrm't4d n atca'dmce win me prouisims of *w6' MINIMUM FOR MAINS LESS THAN 12" DIAMETER g " 4' UNDISTURBED OR c ' n d'wnefer, dray Ae tined with a approred aqua'. fir A67M C-47& cwriwt edition. 12' MIMMUM FOR MAINS 12' DIAMETER AND GREATER : COMPACTED BACKFILL 4 4.0' Ad, -` S Conaele pad Ad be pried with a white p,an.hod .' -' - 5 Emaslrk side shodd be idddlei h me WAam RING 71 TE CAP carer, nmWaand as Po xclbn 90-7016 of the added , ` dveclkn of the man Me mhonewr pwsbk ar as .ryeafibblima n . \ directed by the Gly Emymw. NOTES.' TAPPED FOR 2" PIPE _ (BLOCK CAP WITH STANDARD .cal s BJJR' 6. see sfwsdad downg sw-6 !w frame cora-, and - r 6 Ad bmadtions bafwsm pare oasis dmd be a + - y 1) WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WHEN POSSIBLE. CONCRETE THRUST BLOCK) - d p mmhde dean's ,: a i snook waped safam 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER 7. Ad shay be ina6ad rm sled Lorr " 7 As sewer mmhoks, fcr sews Imes Nage tion G F10Wt1NE GRADE AmtA ' ShdT seal be brown Heisted la d' reslstm:e {a 40 Mm 0 be p ' °' ,8' o e, sell be tined wiM � k' err ocx° a oppo ad d � 3J IN PAVED AREAS SPECIFICATIONS FOR STREET STRUCTURAL SECTION, OR ;-I + aoanha1e , 3r PAVEMENT PATCHING SPECIFICATION SHALL SUPERCEDE BACKFILL AND - ' COMPACTION STATED.NiENnME. - �.. Sw-zREv SQ cp + v,EENwwE: sw-eREv a /ere I R * d,A "b uA� rzsfa, STANDARD 67 STANDARD WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT 069 s""w y )a CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA MANHOLE xa MANHOLE SECTION rA sNww MANHOLE S d�c TYPE A TYPE B'*'e o STANDARD PIPE TRENCH BLOWOFF ASSEMBLY - PAVED AREA w ate SECTION SWC °IFELD CRY pp gAKp SW-Z (ClcaeousJ CITY A BAKER8A SW-4 S �d31yy0 CALFOFINIA Ppeuc wait s o[v Rmexr CALIFORiJIA nn arWwm Pueue wines oEvne,weN, ALst�� a m APPROVED: {-/ /////� ,/� 2� /�F PLATE Na }�� MPRO4EO: {'q- � t! / PULE No. W 4 Y��Z/z Y j [ �,L{ ZO�� - ^ `F MANA ER - WATER RESOURCES DEPARTMENT / DAYE MAIJAGER - WATER RESOURCES DEPARTMENT 1 7 DA IE 1 REV, t-9-O9 L REV. 1-8-08 Ds Ds Ds Ds FOR ON-SITE TRENCHES w U� W J O 16.15" It" 1525' 10.5' > (saa*J��. D75' Standard curb & gutter 15 0625' ry I 1.315' Deto4' A' 30' w >1- otter weawng bwMkd Ha¢wtd m IM t aAlan Srw'a MMY Cbie TW 3 AWhdl Concrete • W Q N J Q L wdh A rode �'t -Ill,nl a.. .. .. Aggregate Bass ~ ~ H - .0 - D' Ds' Geer ening -4 -6975°(9oan) all. edit ppe 271b/R " � . 2'-11 e,0 / " U CD a z LL I'7 � � L~I UT J 20' t7• o (f lxg/m) mye krx u4A rm Units, of 95X 47him � _ dmf324 � I O Q U pea gmm�g >, ` e Of W 5' SECTION B-B PROVIDE GALVANIZED M _LJ z a_ SHEET METAL SPLASH U N Of SECTION A-A • '- (duan) lknils o7 90X relative caapactbn units,of909fdogiwe GUARD EXTENDING NO z a' Y 7 50' J0' pass R'PC cans campadiicn Imo . ITI MORE THAN 180' p Wcn _ (aft (Dam ..Mh. CiadmHone Y 00.5' note -1 �2875' (79aa Q m U letters 0.125' Se note II 10'MST�di, Aide _ S7961A n(I'u - O 15'sal/ r97 (SumJ (S"9794/m) � o p doom Nod hde 20center Ade FaMk-9er20' O leepatter txdePEDESTRIAN GATE afild mged O nq H A tan t bottan SEWER ..-J - "�'- .. NOTES: Atcht lid to _ fond Oleg Nile See note //. Hademld or a37Y 1 am dk9md A-«s adlrstolk weeny mite care g; 1. Pownbint shall be 3 concrete (A. CJ meetng & A campocfron o/ ,797% sell be obtained a moorum 'State 1/4' X 1-3/8" end tress nom rod (fp. end R�dm - 16' (4..AnJ > ) e?Amch the wpuAemmfs of Section J9 of be at Clihmb, of 60" blow the GWmg Hare. OepM 7 shad be o 9 of fa REBAR WELDED TO 1.0' Pattern 0.625-patteni L0'patten /atlas 0.115• letters 0.125" / w.:yAt - M (tSmJ Fr°ne' I.81''(sanmJ Oepwfmmt of T'aawtation, Stmdwd Specifrcatians', wmfwmmce with the IagowmQ table: GALV STEEL BAR BOTTOM OF STEEL BAR v leflns 0.115' no, fpcalkn 5r high Arph MANHOLE CLEANOUT 0.0. ede so 27alm Cate Pasl - 2875' (4f ) coininnsti R01) OA. approved c all edition, Mess ofhawhe required by the City Engneer. TiaTfc Index " T " W m • E e come of k y °H9 M*.) gdn J.0 - 50 LI' t- L[,. 5. Wily Berke wNh Ploe 5.791D/(l I mWdk bar (gyg9/m) jrz) 2 Aggregate base be Gass !I agregal,Stan Dasa 55 - 6.5 O e � < v U 5, E iod 20' cm/inning to Sectkm 26 0/ the State Stmdad Secifications 70 - &0 20'NOTES' 15' (� = 8.5 a more \ 3 x 1. As Nomas and cows deal be, tested for mxwmy 1132,- - N XStru / 3 clued sections fa ap streets sAaV be designed ung traffic indexes n accordance with the prowskne e a> C) v 3 I , " : .. of and shag N marked Al sets an to dd'wr Modlead M Y Sectlan 531.7 of the DLbtliNgm mtl Engoeaing - 9 For Aspholf Paring Noted see Standard .Special Provisions � 0 $ 9 s Surfaces 2 the sects o Aarres and dmrog Mars of fee rovers ye,' • • Design Monsen roofed n the SvOd'wi/ision Design Mmun o O (age) add, $ Q o on Ad be rmdmed for o smmih mit-rmxog fit between 10.5' the two cmthp Tapes ..1.. DOUBLE GATE P.C. Cmvefe 1�m 4, SPT fest data used n the design cnculatim sing be T E w W `� Carer fhaagdy !0' IZ hrmiemd by a anodfi testae Arbamtcry rryart to de sryned and sided by v lkmsed mgmecr. } • 41 A� ¢ m L.L.. Li. J Casings drm'r k donned and doped twice ,J) n a lex-d Gad Walk d to Frans- W J/'M• Fl- cmpmn provide a pvfwtire emfog (50") NOTES: 5 Mmoium A,C thickness u to be 0.1' Tjpe 3 NOTES DESIGN ENGINEER: DETAIL "A" i. &6"* W;. Aaff be mvalmcled hoe to grab aid Mmdnum Aggregate Bose is to be 04: gg� INCHES 1. FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. KEVIN DERRYHILL 4. banes and savers Mill the gray mat Am, baa ams.1d rm tem.195x is a dpfd o! 2 Fes RK dice look A d cmlam to Ine Leelins of ASTM �poc LICENSE 790: wit Aon wows worked haled cad cdd-drat, and 60'(0.ISnJ des,5wato,: A-R2, Dau d 6 A safety /anter o/ 0.1 shl/ be Wp/red n paremmt 76117!* 70415 aah. letters m the mmhde roars she# Sore o xakmmdte Anka. tighwoy fovdo4 sAmld 9. me w, 1. Cahn( Yd and goes shot be M arnd:n r(h Me d,) be doss 5" m0 sAg9 be rimer 25 ciculotims 0 6 2. HOT DIP GALVANIZE LID ASSEMBLY AFTER ar, of t be H510-44. shill Sore me of the fdeowng deslgnotkns' P7AIN a SEVER nfil ' lane sachoog in m 55'(A7MnJ setup. Cmaele dW! N Lvwa'e4 m,mm ragarm,a,m of mlka 60-I of ble Slmam ;aed&alb,s I t-1 /2" = 1'-0" FABRICATION, DRAFTED BY: CHECKED BY: 5 Cadin old cmdmm to the dams at the g pro spee'irrcvtkns 10. Assembly sAaN De hsigred Nr highway kadn9 0l NS 20-44. add lash R'SlreG Role of CoMband, v pabrrenl of Timsporfald; *woad mmol cldin DVS El - - DATE. 08--'14-2018 fir gray-warn msteg4 said amoldafion ASTM: A-48 J Cawefe alae unfah no deaths odea Pair wdttm 9. QnbiM as N'Awf Dy me at, of maesceu sfmdad nave, `+ (lafeel rewiskn),, pass No J69 11. 20'x 1.0' dmmand mat 0125' dst, dared !, cblaFad yen the ply &*g .. Cmaete D-11 show be aohued mdr gams - JOB NO: 214318001 FlulVAE: sw-sREv A& M axed mai a rate pgnenled wary mromdd D6 GRATED LID 6 The nmre 0 Bre mmafaclpaq nmpmy shod be drz c.P* fo secmw 90-]016 of Ne .sfmArd yewAalkns PROJECT N ---- on the underside of bre carer. a/z/eo STANDARD aM1EiNIE: o-ssREv orxr, AOM caner, aril gate parts rim be ham to me mwast axe EUExnME: sr-,eREv _ PHASE: madhole Aame dad wdgh not less thin 120 bs FRAMES AND scam w' swAw lice part rM gdr dee oil or haumtd braes and as enfHB STANDARD ars p/z/se mr mere mm 179/ lbs. Iia rarer COVERS FOR cawaen madme and gale am" (lo si) sled Lars aw.., STANDARD owwN Ad mrgA not less than 120 IDs nor- more MANHOLES & CLEANOUTS >cNa ram rte todderees a trod yawns used de imam meshes ,ecu D V. ­LT _s Ihm 2W bs. von w. 5 :Men remind abwDm gram a aaawad n,tie# ern reed CHAIN-LINK GATES .... R'" STRUCTURAL oaa®" PA VFMEN T ORIGINAL SCALE SHOWN IS CffY BAKER9RLMD 9 Mwatde corers shod Hare a seH dao Ned rck SW- 6 wile J. 5 - 9 game f dak m croslmefM Bart the date ad son w....'a. a:.a N.T.S. SECTION E FOR JUST LPLANS, DENL hale odes oMawitse opPosd by the Gty Engmea CALFOFWA ed oto podlim and cm any be shoal rm La's xnwown MYl�G BAKEF FELD �`° anon aroREDUCED 6.1-1829 OR ENLARGED SHEET D6 5 aT'(IWMR Vaeuc-K's-ARTMENi C yr D-13 6' Nae mak wirn Aides; a w seed r0 mu CATIA 7 CRY ST-13 ar mM and regdrmkei. ALFO D6 a GauR W9UC Cts p gMENi D6 CaY E`ayaER PVBL,C WpRR$ aEPRR1MENi D6 j A •17 DF 7 (FOR CURB REPAIRS) CITY RECORD No. 4 PA TCH IN CONCRETE SURFA 1112 Portland coweent ConrAle Color oil Itish to match adjacent ponionatt. Erelmg Porliand Ovewel Concrete Select mateki (if required) AMPON, Mont Shmicut addloactem P roadway areas doin AsNaft Plant J.0'bayund bad of comi exchuohni VIM, all but the oular IT, of Me DIMENSION it"an whis, and IN abye, w, 0 OR SLURRY the eveling accedledi-boadely, 1. Ci �wde, ---WO �Wldv Exidth; Ashavit limooll cone, =led to 909rchadin, both sides ompartkan h, all bill. 10' wide, BachAll in I zone, conloacted 2 USE HFILON PIPE TAPE ON A" IRSISE'ES, JOINTS OR to 9OX rhathwe conninsizilan Concrete Phement Asphalt Concrete 1.5' wide, � to comma to notes 1, 2 :7 12- T)picd each sale 0 u u u u C SAKI AND TAt'5V A' 0 0 () ( Utflothes Conemrshow, Gennal Orders 0 (05m, 0 0 ( NOTES: Clas,, A M bass 51�-11,RrTtONF SEEI HAS, CRAVE 1. Ad wonchimeho and maternes whaff conewd, KEVIN BERRYHILL 0 0 0 CE�,) to the requidenedids set forth In the "Stmahad F MITI 5 ALL TRAN51I FROM OALVAKIZED MM TO III PIPE SHALL r Siecifications, State of clikilaniho, oviveddesn' BE Cu%MOCMV HTH 5CHEME 40 RESALE ADAPTI OR A) MSTI DEDICATED STREET RIDMT-OFTHAY iIAY REQUIRE AN OPEN f fizampartatI spardeed carent eadtion DVS Em 6, A T,y IS ft THICK REVORMS) CONCRETE 5-N3 15 I bo"K F NIAI OVNC 'EIA -E 'IEZ 2 sawouts Ad# be Me& P"el ar at right Af AD v OR 0-EAFE'AiDE 51ALL ED 13'(0,45N ON ALL SIDES Of THE BY RECREATION AND I arighes to the contabine of the street Myj� ANSI AS DIRECTED THE RET 3 Depth of se*t mobodel, if rinliked, shaq be PATCH IN A.SPHAL T CONCREJEE SUII dateermeed it the FRid by the wow, 1� ALL IRROAVOIN LATERAL. LINES SHALL BE OLA% BUD FV6 I ALL IRRI INSTALLATION 5HA-E BE IN ACCORDANCE HITH IF A LATERAL LIKE 15 LOCATED UNDER A HAW SURFACE, OFF 5TANDARE25, THE LATEST ACCEPTED EDITION OF THE 4. Patches less then 20'hm existing patches 24'Anilledf UNIFORM FEUMESINS CACED AMINFACTERERS, RECOMMENDATION, sages Of P7.4 se palta, slid he inderehadi ��ete so-Molog AVIII P&t Hador to roads tt I, vkhmediste koVated sirs, of laI poevoinnal. E*tng road mixed hundreg "i "AFOR BADKfI A55EMBLY TO VALVES 5. hodialim patch width shaff be 2.0'aff ITT MEMS (�K) (2.0" ('50ner) and libies) b ANT AND ALL CHI SHALL ESS APFFS)NEP BY 11TE sehohod' dindhisim, invess offienese slowed by AS 7151 BY -M RECREATION AND FARK5 DIRECTOR Q the city ffivaer. SeAct Miderd (if few"d) 0 () 0 0 I 6. Avervede slandered ST -13 and ST -14 Air LATERAL LINE LESS SHAILL OR SCHEDULE 40 PVC IRRICATICAMAINJINE5 ORDAMR 21 conpactic, roquasereft THAN 2VEOPT) IN DIOETER SHAUL BE TIM PVC SOMPULE 40 OR 7 Fin, Patch in lisradall onvote abse offinermise 10. ANY AND ALI. CHANOE5 %A -U BE API BY REE RECREATION rAIV`x ORALE--- allowed by the oty angineec AV PARKS DIRECTOR PRIOR TO IMPLEMENTATION, I, ALL Rh6ATION INSTALLATION SHAU I IN ACCORDANCE NFL A local Street$ mommaim 04' asphoit concrete CIDY STANDARDS THE LATEST APPROVED EDITION OF THE UNIFORM 8.0dil AVAOHIA5 TO Wr5TAAVAHO am 05, Glen, VZeI hm, A� Z ETTU, HE GATEAMA MiV5 20 Or THE STANDARD $MCIFICAROV, AND AS DIRECTED BY THE a 1, 6 Aderd and a lor skeds meninvu, 0.7' rostablol waste ow 10, Obas 11 aggregate base PATCH /N ROAD MIXED SURFACE STANDARD PAVEMENT PATCHES CrrY OF BAKERBFIIII CALFOfUA ST- I I I I t--D�7 Rocklidt completed In 95. roldhie wAiq sh gbot Lk Irench width$; addloactem P roadway areas doin (C�eoter than 2.0" (I50mm) Dia) J.0'bayund bad of comi exchuohni VIM, all but the oular IT, of Me DIMENSION it"an whis, and IN abye, w, 0 OR SLURRY the eveling accedledi-boadely, 1. Ci �wde, ---WO �Wldv 6ALVANIZED ALES, APPROVED By THE limooll cone, =led to 909rchadin, both sides ompartkan h, all bill. 10' wide, BachAll in I zone, conloacted 2 USE HFILON PIPE TAPE ON A" IRSISE'ES, JOINTS OR to 9OX rhathwe conninsizilan S,1 Awk BoI andivid within the pide 1.5' wide, � to comma to notes 1, 2 'F - .it � " - TV puble, 'Idiffes, contraction SAKI AND TAt'5V A' rietuh-ments as pa the Public posTION, IF IF IF 1 1. Utflothes Conemrshow, Gennal Orders 0 (05m, Pr as Par ASIR 0 X21 No TES' t Backal to III Pipe Rivals onewhat within the To zoo staff he hie of ashatenovs, motAdial it shed III a Sand Equivalent of no? less than 20 and &W cordowin to the fdlb,§,g gradner. Slow, Size Percentage Passing 314' TOO No 4 35-109 AV 30 20-400 this heads maII " be placed in not to eivend me Met (10'Adm) ARRIS skeebtareavery he each side of the Pon be such a manass, as net to donvies or vistarb the ince a, its aagnamert it girdshe Edich loyer she# be ithawhey c" - acted by hushmike? tonlang BackS material soust be prepory conaaacted to Whole ise, to praineeft 2 Backolb for Thantle pipe. P* and fighnis shall be kestaied IN isocendance with the cur,ent 457M spiecilklethin, D-ZE71. Only Chose I and # intibeacubt denhishole withoo the poe zone we he considered sidboNa. III Me slow ., isher Thadding and fative; shail not be used bar bassiffi corobactlaft far IMI II Mir bVddhg and hmchiqg sees be hand placed to The SpeN The at the Pon, and vieloory conpacted Far in" rush, Caw f Mobbing is rialvervid for bedding and Thwhichh7q Care lineff be taken hot In abilocater the plee. The hhq leckill m the PI bon, shall As hod placed and confacted he lifts not to excewd&O*Miodses� Backfillmateriessivilbelimpeny --" to to —i - Finish Grode L�A I depth iniles depending on the shrions Irchoo inaer (TI), So Iowa '8' below Istorot Zme FARE '8* MAITIC ME Win Uv- 50 1,2A 55- 6.5 1.5, 7.0 - 6.0 PO' 8.5 OR MORE 2.5' Much& conpacted to Tiff rehadve conlinclone por knit of Poe Zone shall he 10' china I Oplas, bell or the outshoe dawdefor plah, md p& Ater or condalf 4, festrig of bankfill materials shall be ki accordance with the tests listed in Section 6-3.01 of the State Standard �wfflaaffiods (or ASTM 01557, Method T) for beach width article, than 10� If R&I width is bass Man 1,0: duckbill with ? sawk stuffy 5. Compowthan tests m6f be rehearsal and shelf be the respows AI of the IMWI / Silbolvider / OnSrocim [he numbir and location at the tests shol be debernhhed by the City Enpideer. the tests still be IN occoncencif wah The tests bled IN Section 51 of the State Steadied 5otchnnotions; (v ASTM 01557, Method 'C). 6. Each looter of Wild materhad Mall moot the canigocter, sod equiesent and grodelhan ishireirients befibe, the riot bider hi placed 7 Fo- invie,irent Patches within powill areas one standard reambit 31-12 in her deslih, moved. TABLE "A" The— wAiq sh gbot Lk Irench width$; re (C�eoter than 2.0" (I50mm) Dia) IN GREATEST VIM, CLASS I BECOMING DIMENSION TAMPING OR SLURRY TO' or less 1. Ci �wde, ---WO �Wldv 6ALVANIZED ALES, APPROVED By THE bOth sides both sides i.o' up to 2.0' 10' wide, 6. 0" wide, 2 USE HFILON PIPE TAPE ON A" IRSISE'ES, JOINTS OR both sides both aides 20' " more 1.5' wide, 1. OF ether NEAR THE WIN AT TIFF I OCL both sides both sides pro FIISENMD OF A Andifili matenal som the pide zons sithe be fre, an' of deeencies led and Maps or stme, exameding STANDARD HUT' in ivinited? ohnshism and she# he placiod on Act A - to exceed we Ane! (IS'loose) Miers and each lq� TRENCH BACKFILL owe", Mail be thoroughly canparted by anehookol Morning, AND COMPACTION REQUIREMENTS ewe. CrIFY OF BAKERBI CALF;OPMA TOP MOUNT HATER FROTE6TION UNIT 5TAINLE55 57EL CONTROLLER !�SI-05URE �J) 4�m) A 7- AUTOEFI C.Ai5m) �5 MIN (A 15, MN, CONTROLLF 0 - 4 GAI56 (0 �Em) (O.j�m) ONTROI eUI r-4-'--' T1NI5FH I INSLUDEe OFI $ .1. w. CRAPS --- ----- L "2'4NAL 5TR,F5 HITH REZIREP ON ALL A55EHBILIE5 TER 0r,0NSRETE FLA�AFI J SLAB PLAN 6,01 (0,15m) NON �ONCFFGM F NISH MIN, "A T 0 REDUESTED FRE55URE 5ACKFLOPq "NIOW A551ENIE31--n (C�eoter than 2.0" (I50mm) Dia) MOUNRED TO RECEIVE THE MOSTA1. MOUNTED IRROATOIN CONTROL VIM, SEEN OROPSIN5 MIR ROAChV`5 OR ANT OTHER HARD SURFACE, NOTEe; IHI-.40 ALL ELIELTRICAL HI AND AhMR LNE5 SHALL BE 145TALUED 23' L EACEPT A5 NOTES, AL. PIPI AND FITTINS5 SHAUL BE RIGHT-OF-AAY -INE (Older) DEEP, IN A SCHEDULE 40 PIC 5LEM SLEEVE SHALL BE 2 6ALVANIZED ALES, APPROVED By THE ENTIRELY OF 304 ORADE STAINLESS STEEL TIMES DIAMEMR OF COVAT / PRINO Al -L ELECTRICAL CONDUT RECREATION ANO PARcS DIRECTOR 2' D A, 1 IUIIXS� FITTIMI MI 2 USE HFILON PIPE TAPE ON A" IRSISE'ES, JOINTS OR H LL BE M5� VOLTAtH. HE CITY STANDARD' OHM L-3, DETAIL H. APPROVED EQUAL BY THE RECREATION AND PARKE PIREI NOT FL� E 2, HHERE THE RANNERIND MAXICOM IW16ATION SYSTEM 15 5PPII THE MARI CABLE MUST NOT C4in INTO SONTACT NEAR THE WIN AT TIFF I OCL LL '. H SAUL LLI 0 5 AU. MATERIALS SHALL I SEA AND FRIM FROM IMEMISFECTON5 SAKI AND TAt'5V A' ER OVERLY OR VALVE HIRINI LOCATE THE MA)O- HIP4 THE FOSE posTION, IF IF IF 1 1. TTIMA 6 0 (05m, 4, SEE APPROVED LAWVAPEAW16ATION PLANS AND S L, IFEIL 5 A52YE I LeavNES, FOR SPECIFIC MOVES. NUMMRRi SIZE, ODATITY, 51�-11,RrTtONF SEEI HAS, CRAVE MARRAORRIESS AND MOVIRDMENTS KEVIN BERRYHILL i CE�,) 15 MIN, F MITI 5 ALL TRAN51I FROM OALVAKIZED MM TO III PIPE SHALL 1 60MORETE I SLAB BE Cu%MOCMV HTH 5CHEME 40 RESALE ADAPTI OR A) MSTI DEDICATED STREET RIDMT-OFTHAY iIAY REQUIRE AN OPEN APPROVED EQUAL BY SHE RECREATION W PARY5 DIRECTOR DVS STREET PERMIT. CHECK NISH CITY EVINQUESI DEPARTMENT 6, A T,y IS ft THICK REVORMS) CONCRETE 5-N3 15 I bo"K F NIAI OVNC 'EIA -E 'IEZ MOLIFES) FOR ALL MTER I'MOSECTION DEVICES. HIMMUM Af AD v OR 0-EAFE'AiDE 51ALL ED 13'(0,45N ON ALL SIDES Of THE BY RECREATION AND I IRRICATION LIKES ANEFOR HIM5, ALL STREET PATCHIN5, HITHIN Myj� ANSI AS DIRECTED THE RET DIRECTOR SEE CITY STANDARD J, 5MET L-4 70"T a 1� ALL IRROAVOIN LATERAL. LINES SHALL BE OLA% BUD FV6 I ALL IRRI INSTALLATION 5HA-E BE IN ACCORDANCE HITH IF A LATERAL LIKE 15 LOCATED UNDER A HAW SURFACE, OFF 5TANDARE25, THE LATEST ACCEPTED EDITION OF THE 411 SCW�R 40 PV615 SECURED, UNIFORM FEUMESINS CACED AMINFACTERERS, RECOMMENDATION, el k-VANIH SECTION W OF THE STANDARD ffECIPICATION5, AV AS SHOWN IS MAIN LIKES LAREER THAN 20'(1 IN DIAMETER PRESSURES- DIRECTED EY THE PrLREATION W EARN$ URECTINI "i "AFOR BADKfI A55EMBLY TO VALVES REDUCED OR ENLARGED rLnN'. MEMS (�K) (2.0" ('50ner) and libies) b ANT AND ALL CHI SHALL ESS APFFS)NEP BY 11TE AS 7151 BY -M RECREATION AND FARK5 DIRECTOR MCMATON AD MARINE DIRECTOR MFUSH IMINOMWASKI CITY OF BAKERSFIELD I R k VISIONS I DETAILS FOR POTABLE WATER PROTEC LION (IF I i I 'F� 111� I I IILL..1,111 MILAN NO L-4 20-VOI ' 7 5ER'V CE IN CNWT, F\16 LONr SHEEP -LL - SIZI- A5 RE01HREP. MOPE, EB -2255 (5TRONC, 5075Y V T FRODUGT5) OR A-FROVED EOUAL RRICE-5ATION rONTROL-LER E!Klr�LT05JRE NOTES QT -12 CITY OF BAKERSFIELD DETAILS FOR PIPING, TRENCHING, AND BACKFILL -IL 1 11 � W I XIVII "NIOW STHET NOTF,5: MOUNRED TO RECEIVE THE MOSTA1. MOUNTED IRROATOIN CONTROL VIM, SEEN OROPSIN5 MIR ROAChV`5 OR ANT OTHER HARD SURFACE, THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE IHI-.40 ALL ELIELTRICAL HI AND AhMR LNE5 SHALL BE 145TALUED 23' RIGHT-OF-AAY -INE (Older) DEEP, IN A SCHEDULE 40 PIC 5LEM SLEEVE SHALL BE 2 I SEE APPROVED LANDECAM I IRRISSATION PLN45 ENTIRELY OF 304 ORADE STAINLESS STEEL TIMES DIAMEMR OF COVAT / PRINO Al -L ELECTRICAL CONDUT GUANTIETHIM, AV ISURPORMANCE S4ALL HAVE I'MIN SIA. FOR 110 VOLTS AND XMIN. PIA. FOR DONI "Ta"Et"B"M I OUTSIDE SIMI OF ENCLOWES! NFH ClA SLOPE VOLTAtH. HE CITY STANDARD' OHM L-3, DETAIL H. �CE MPNOO APPROVED BY THE RECREATION AME? FAU" VIRI PRIOR 2, HHERE THE RANNERIND MAXICOM IW16ATION SYSTEM 15 5PPII THE MARI CABLE MUST NOT C4in INTO SONTACT NEAR THE WIN AT TIFF I OCL RI JOFVFO� HEMEE WN E -F VAIN LLI 0 z 0 SAKI AND TAt'5V A' ER OVERLY OR VALVE HIRINI LOCATE THE MA)O- HIP4 THE FOSE posTION, IF IF IF 1 1. 10 (301, INTOI COM CABLE HEAR THE MAIN LINE AT A 9 OCLOOK P05IT10K JXATE AIIHS AT TE �, IF FEASS THAN END LINE 15 MTN I I MR FISSION, PROVIDE C as 51�-11,RrTtONF OVIO.15,N) HORIZIMAL AV VERTICAL SEPARATION. KEVIN BERRYHILL 4 ALL FFIC SOLVENT SSLUEF 5RALL BE All (FIRIMOR 15 CE�,) MANL NF REQUIRED ON MAIN LINE ONLY) 70415 5. LANDI AND RICISATION MFFSrVBHEENT� HITHIN NNE DRAFTED BY: DEDICATED STREET RIDMT-OFTHAY iIAY REQUIRE AN OPEN DVS STREET PERMIT. CHECK NISH CITY EVINQUESI DEPARTMENT MJF3 I bo"K F NIAI OVNC 5CR REQUIREMENT5 6 *M OPEAl STREET CUTS ARE INSURED TO 116TALL VARIOUS DATE: 08-14-2018 IRRICATION LIKES ANEFOR HIM5, ALL STREET PATCHIN5, HITHIN THE CITt ITIO-I 5HALI ED IN ACCORI "'H CITY JOB NO: 214318001 STANDARD ST -12 DES AS DIRECTED 51' THE CITY ENOINEBR. 1� ALL IRROAVOIN LATERAL. LINES SHALL BE OLA% BUD FV6 IJNF� IF A LATERAL LIKE 15 LOCATED UNDER A HAW SURFACE, PHASE: 411 SCW�R 40 PV615 SECURED, FOR 5HAL a HHEN '�KM 15 A CHANCE IN FITTED DIRECTION, ALL IRROATION D= SHOWN IS MAIN LIKES LAREER THAN 20'(1 IN DIAMETER PRESSURES- ONE INCH. ADJUST SCALE FOR UNE5) SHALL SEE SECURED HFH CAW Rm' THREEFT ELSEAS IN REDUCED OR ENLARGED rLnN'. 0 ACCORDANCE NITS MANUFACTURES RECOMMENDATION AND AS 7151 BY -M RECREATION AND FARK5 DIRECTOR SEE OV STANDARD SHEET L-5 FOR THI BLOCK DETAIL. I ALL IW16ATION "IMLINE5 2.0'ECoh) IN DIAMETER AND r-1 LATERAL LINE LESS SHAILL OR SCHEDULE 40 PVC IRRICATICAMAINJINE5 ORDAMR 21 THAN 2VEOPT) IN DIOETER SHAUL BE TIM PVC SOMPULE 40 OR APPROVIEV EGUAL Or THE MOREATION AV FAI PIRESTM 10. ANY AND ALI. CHANOE5 %A -U BE API BY REE RECREATION rAIV`x ORALE--- IV SAN AV PARKS DIRECTOR PRIOR TO IMPLEMENTATION, I, ALL Rh6ATION INSTALLATION SHAU I IN ACCORDANCE NFL AK LA� RA,2W Ll AND AHA�T CIDY STANDARDS THE LATEST APPROVED EDITION OF THE UNIFORM AVAOHIA5 TO Wr5TAAVAHO PLEMIS[16 CEEI MANDFACTERERS RECOKMEENECATIM SELVON A� Z ETTU, HE GATEAMA MiV5 20 Or THE STANDARD $MCIFICAROV, AND AS DIRECTED BY THE < F� 5SI PHAFFITS ON V`A-- RESCREAT ION AND FARK5 DIRECTOR. 0 ro'ro ;'IRDTH, Or THE III RLSVI AD FARK5 12 ALL MATERIAL d5M 5HALL BE NEN AND FREE FROM WEFFECTKAS, 'F< PAHVTFP' 15, SEE APPROVED LANDSCAPE AND IRROATION PLANS ARE LE6I FOR SPECIFIC MODEL NAMBER, SIZE, OVALITTI MANDFA4TVIRER, AND PERFORMANCE MOUREMERM, TAFA AT 14, NO OTHER COMMIT OR SEEING MAY BE ALL911H) 'C'R IN Li INTsiI, I,� WAS REIREATRON PIPING OR CONTROL LINE TRENISK ATTF�q L�, 10I OF MULTIFLE LINE5 CITY OF BAKERSFIELD DETAILS FOR PIPING, TRENCHING, AND BACKFILL -IL 1 11 � W I XIVII - I ' F �) F1-ESC7RICAL CONI NOTE-:5� 1, HMI CRE55IM5 UNDER FdOADwNkY5 OR ANY OTHER HARD SURFACE, ALL EUECTFICAL INERINO AND HATER LIKES SHALL ED INSTALLED 25' (016h) DHF, IN A SCHEDULE AID PVC SLEEVE SLEEVE SHALE BE 2 T4,E5 DIAMETER CIA COMMIT / FIEFIN). ALL !ELECTRICAL COMOUIT SHALL HAVE I- MIN. CIA FOR 110 VOLMANIP XMIN DIA FOR LCH VOLTAI 2 5HSFrE SNALL ENJNMET IDI (OIUD SI HADIISCAM ON ALL EWS S MpROVEMSNED HITHIN THE DEDICATED STREET R6HT-OF-HAY MAY REQUIRE AN ORB STREET PERMIT, 6HICK HITH 61TY EWINEERIN5 DEPARTMENT FOR REG)IFEEMENT5 4 INFERS OPEN 5TREET CUT5 ARE RESOURED TO INSTALL V41I IRRIOATION LIKES Abv/OR INIESS, ALL 5TF.I FATCHN5 IIII THE CITY SUSHI 51ALL BE IN ACCORDANCE HITH CITY STANDARD 5T -S OR AS DIRECTED BY THE 6ITY EN51MMIR 5� ANY AND ALL CRANSE5 SHALL BE APPROVED y' THE RECREATION AV PARK5 DIRECTOR FRI TO IMPLEMENTATION. 6, � ELECTRICAL INSTALLATION SHRILL BE IN ACCORDANCE NITH CITY 5TAVAI MANUFACTURER$ RECOMMENDATIONS SECTION 20 cH THE STANDARD 5MCIFFOATIM, AND A5 DIRECTED BY THE RECREATION AND PARI DIK=R. 1, ALL MATERIAL PRO SHALL SO MONI ANP FEES FROM IMPERFECTIONS, 5. ALL ELECTRICAL IN67ALLATION5 AIMIN PARK5 OR RARNKAY5 SHALL- BE INERECTUri BY MI MORI FEETRICAL GAPERVII 4 NO OTHERSONOUIT OR I MAYBE &JOINED HITHIN ELECTRICAL OR GCNTFS� LINE TRIENCE �ECAFI 4 0'10 1,; A OR P CHI 51--EEVE5 REVISIONS CITY OF BAKERSFIELD DE'l AILS FOR 1, - LLCTRICAL CI r TRENCIALIN(3, SLETEVING, AND BACKIFILL _ I ­ PI A `," Ni�- 111( 4 in"L L � D7 NOTES; 2 ALL MEE SHALE. BE STAKED HETH Now 20'BOW) ENA (NISESSURE TREARD) LOCOS FOCUS MISS SIMMONS NURSONT t FIRM IiTAME5 FROM ALL PLANT MATERIAL SOL VDIED TO THE Ai-OMATIr PROJECT NETS AHv'MA'AL- NEAI ME 5TAKEs S ,VTPET wi,ow, As ERSOMEID To SEGURE M -ANT$ 5TABUTY -ONTROLLER IN5TFL- ME5 A -I DAI CONSTRUCTION INETAILATICK 4, AMCEI Taff OVART) OR APPROVED E51AL 6 ASGARD? 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L15E SCHEDULE IS) PVC CONDUIT HITH AS ENCLOSED 5 ALL WIUATIOS N57AL'ATION 51FALL SON ACCORDANCE MEN STHET CITY STANDARDS THE LATEST EDITION OF THE CALIFORNIA PLUMBINS MOUNRED TO RECEIVE THE MOSTA1. MOUNTED IRROATOIN CONTROL RIOHT-OF-,�. ON- CLOCK. COMPACT 0 5'050mm) BASS TO 10% RI THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE IHI-.40 RECREATION AND MARKS DIRECTOR. RIGHT-OF-AAY -INE - I ' F �) F1-ESC7RICAL CONI NOTE-:5� 1, HMI CRE55IM5 UNDER FdOADwNkY5 OR ANY OTHER HARD SURFACE, ALL EUECTFICAL INERINO AND HATER LIKES SHALL ED INSTALLED 25' (016h) DHF, IN A SCHEDULE AID PVC SLEEVE SLEEVE SHALE BE 2 T4,E5 DIAMETER CIA COMMIT / FIEFIN). ALL !ELECTRICAL COMOUIT SHALL HAVE I- MIN. CIA FOR 110 VOLMANIP XMIN DIA FOR LCH VOLTAI 2 5HSFrE SNALL ENJNMET IDI (OIUD SI HADIISCAM ON ALL EWS S MpROVEMSNED HITHIN THE DEDICATED STREET R6HT-OF-HAY MAY REQUIRE AN ORB STREET PERMIT, 6HICK HITH 61TY EWINEERIN5 DEPARTMENT FOR REG)IFEEMENT5 4 INFERS OPEN 5TREET CUT5 ARE RESOURED TO INSTALL V41I IRRIOATION LIKES Abv/OR INIESS, ALL 5TF.I FATCHN5 IIII THE CITY SUSHI 51ALL BE IN ACCORDANCE HITH CITY STANDARD 5T -S OR AS DIRECTED BY THE 6ITY EN51MMIR 5� ANY AND ALL CRANSE5 SHALL BE APPROVED y' THE RECREATION AV PARK5 DIRECTOR FRI TO IMPLEMENTATION. 6, � ELECTRICAL INSTALLATION SHRILL BE IN ACCORDANCE NITH CITY 5TAVAI MANUFACTURER$ RECOMMENDATIONS SECTION 20 cH THE STANDARD 5MCIFFOATIM, AND A5 DIRECTED BY THE RECREATION AND PARI DIK=R. 1, ALL MATERIAL PRO SHALL SO MONI ANP FEES FROM IMPERFECTIONS, 5. ALL ELECTRICAL IN67ALLATION5 AIMIN PARK5 OR RARNKAY5 SHALL- BE INERECTUri BY MI MORI FEETRICAL GAPERVII 4 NO OTHERSONOUIT OR I MAYBE &JOINED HITHIN ELECTRICAL OR GCNTFS� LINE TRIENCE �ECAFI 4 0'10 1,; A OR P CHI 51--EEVE5 REVISIONS CITY OF BAKERSFIELD DE'l AILS FOR 1, - LLCTRICAL CI r TRENCIALIN(3, SLETEVING, AND BACKIFILL _ I ­ PI A `," Ni�- 111( 4 in"L L � D7 NOTES; 2 ALL MEE SHALE. BE STAKED HETH Now 20'BOW) ENA (NISESSURE TREARD) LOCOS FOCUS MISS SIMMONS NURSONT t FIRM IiTAME5 FROM ALL PLANT MATERIAL SOL VDIED TO THE Ai-OMATIr PROJECT NETS AHv'MA'AL- NEAI ME 5TAKEs S ,VTPET wi,ow, As ERSOMEID To SEGURE M -ANT$ 5TABUTY -ONTROLLER IN5TFL- ME5 A -I DAI CONSTRUCTION INETAILATICK 4, AMCEI Taff OVART) OR APPROVED E51AL 6 ASGARD? ARCUND CL 0" PLANTER ALL TFI RL"arls, IN Hwh ARI 0 ' HIT N -ESS, 5TEE1 - ------- 4 5ERm RES MEMNIF 15 EAI ARIE5 50 (�5,a OR ISSE FROM Aqy NAUP SUREVAH MADE BARROR PARALLEL ALONS THE HSE OF HARD SURFAVE ra 6 SEAMEN& TABLET 5IOLL M �w SO, SKn'M KLUH[ PTI EIRAVE NEAR RI FOUNDATION AS FOI I - TABLET PER I sk-� (1VF Q 5 - TAELI 6A, III Q RI q - -'ABESES, m 2D, (OINmv box I FSO- BANKER 1, � AREA A4 ASTAFON5 meal THS 5TAVARD NFAE ED PACI-5 FOR �FHENT APPI BT THE MORSiTOR AND MARKS ORECTOR F-ANTMA TABLE is 4, ALL UNNASCAPS EMETAI.LiTION 5HAL- M IN ADOORNPOS HT11 AMEOFICATICA SET NOTE N 017 5TAVANI NESSIFFEWAVOK SHE SECTION 2V OF THE 5TAVAV SPEGPCATIELNS� [E0I =EH IIIIII FL TINO NITH FZIGOTEAUFARD I.AH1 "AMEMEMUM IMPERFECT046. I. — PLANS FOir sESCIFIC MODEL MEHISERS, 5m, MMsnx;FsI ANO PERFORMANCE MOVEREMMETS, 1, ASIA V OF COU5LE Cor HOW CH. MATERAT PROM 0175 CREEMUCTO VhCUFY 011 AFTRCUO) HUAL PH',"T, As AIC) VPI ME MINK SJ�AIE5 SUPPORT I. L15E SCHEDULE IS) PVC CONDUIT HITH AS ENCLOSED 5 ALL WIUATIOS N57AL'ATION 51FALL SON ACCORDANCE MEN 2. CONSTRUCT 05050de) THICK, CLASS MT CONCRETE SLAB AS CITY STANDARDS THE LATEST EDITION OF THE CALIFORNIA PLUMBINS MOUNRED TO RECEIVE THE MOSTA1. MOUNTED IRROATOIN CONTROL COVE, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF CLOCK. COMPACT 0 5'050mm) BASS TO 10% RI THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE IMNEEV PROR TO FLA6EMENT Of CONCRETE SLI RECREATION AND MARKS DIRECTOR. 6 ALL MATERIALS 514ALL BE REIN AND FREE FROM PEI 3. ALL IRR15ATION CONTRULLER INCLOI SHALL PC TOP MOUNT, OF A VAWAL AND HEATHER RESISTANT SARRE, Ho',N)RALTAIZED I SEE APPROVED LANDECAM I IRRISSATION PLN45 ENTIRELY OF 304 ORADE STAINLESS STEEL AND LOGENCS , FOR SPECIFIC MODEL NUMBERI GUANTIETHIM, AV ISURPORMANCE 4, POURED CONCRETE BASE - 6" MIN THII EXTEND CONCRETE 6' "Ta"Et"B"M I OUTSIDE SIMI OF ENCLOWES! NFH ClA SLOPE b, ANY AND ALL CHANGES FROM TH15 STANDARD SHOLL BE FOR ORAINAINE. APPROVED BY THE RECREATION AME? FAU" VIRI PRIOR ctf a_ TO AN' TYPE OF C NON51RUCTION CITY OF BAKERSFIELD I R-LVISIONS DETAILS FOR TOP MOI,JNT, STAINLESS STEEL CONTROLLER ENCLOSURE JTL i111 "-, U— I 1�1%��'F (FOR REPAIRS AND RE PLAN NO. L-7 I I � —577 WNDER TREE -Iff K4� M AFFAO /ED O -JI S �EAT N EV,F-2TjL5FURSThC-(3TE5A5NI --!P STAI —'EH NOM 12 AND 5[HA.- ITT �,Nr CARD POP RRF- OILY HATER KiJDF EP5,N EACH � '14 40� SEW VREHN OF Mr TO BE 05 (15*' A&3� FL. (THISAINFAI LANTNO TASE75 HE NOT 46) )NDISTIOUD 2VJ,TrS-- HIPTH OF ROCTZ�I- T7717-17- TYPICOAL. 5HRU5 � ROOTUALL 110 BITAO�IN,5-2ETALL FLANTNO-DIETAIL CITY OF BAKERSFIELD DETAIL FORTRIlt AND SHROH PLAN-hN'G 14, (FOR REPAIRS AND REPLACEMENTS) STANDARD PLAN NO� REPAIRS i"T 6.1-1829 FAFNN REVISIONS PLAN NO, L-3 a,' .:EAI$TV P,, SI A SE > t.,A ---�O-FI 2 .91 0 DID Gr) Lr) LL1 2 C-) 0 U) LLJ < NO IT CD < 07 LLJ 0 pq 3: �z 0 U q < ctf a_ -i In CIO z 0'� LLI 0 z 0 [If LLJ ELI s!e < IT CD C as DESIGN ENGINEER: KEVIN BERRYHILL a_ C-) C) a pew ui Im < 0 So 1 0 rV 2 ur) < NO IT 07 >u Ej IT Cl- CL C as DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DVS MJF3 DATE: 08-14-2018 JOB NO: 214318001 ROJECT NO: ---- PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED rLnN'. SHEET D7 18 OF 21