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6.1-1831 Revision
Know whars below. 'Call before you dig. WARNING % 44, =j qVf 1 111 � POWER LINES OVERHEAD DENQH MARKS- TBM ARM1 ELEVATION = 363.45' USGS DATU F10POGELA A 8 N.- ME, TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVI ED BY CALVADA SURVEY* INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. VOU ro) ---- - ----- - ------- - ----- THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION 11ED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. PASS QF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. 51M. DENCHMASK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM11", ELEVA11ON = 363.45 FEET (NAVD 88). �N` CITY OO F = AI�ERSFIELD DEPARTMENT AW A& FA Fj Ptfo7mw R R , i I I d 59 016 REL- 1ADRI VE BA KERSFIEL D. CA L IFOR I 2 =. T 1 ".6 Eli 'VICINITY MAP 5916 RELIAN(D-E DR. NOT TO SCALE - ----------- -L 0 CA 771ION MAP` NOT TO SCAL —1 QUANTITIES TABLE 18 01 RCP 840 LF A Q" KAW '9 FA � ... �.��� �_ _ I l l/.� ��4 to/d4/IR Job No.: 2143-18-001 File Path: G-\WM Lyles -2143\214318001- r 1 COB TCP Mitigation\DWG\SHEET\CBK036\GENERAL File Name: G1 COVER.dwg STATE OF CALIFORNIA_ NO 7E.- THE CONTRACTOR MUST POSSESS THE FOLLOWNG VALID LICENSES: CLASS .4 NO 7E.- I 7HE CON7RACTOR SHALL CONTACT THE USA LOCATOR SERWCE 811, 48 HOURS PRIOR TO EXCA VA 770N. COPYRIGHT 2018 by PROVOST & ■PRITCHARD SHEETINDEX SHEET NO. SHEET DESCRIFIFION GENERAL Inc. expressly reserves its common ow copyri;ht �nd 1 Gi COVER 2 G2 LEGEND & ABRREVIA11ONS 3 G3 GENERAL NOTES i4 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL Pritchard Engineering Group, Inc. In the event of 6 C1 HORIZONTAL CONTROL PLAN 7 C2 DEMOL111ON & EROSION CONTROL PLAN 8 C3 SITE & GRADING PLAN 9 C4 PIPING PLAN 10 C5 PIPING SECTIONS & DETAILS 11 C6 STORM DRAIN PLAN & PROFILE 12 C7 STORM DRAIN PLAN & PROFILE 13 C8 STORM DRAIN PLAN & PROFILE DETAILS 14 D1 GAC VESSELS 15 D2 MISC DETAILS 16 D3 MISC DETAILS '17 D4 MISC DETAILS 18 D5 MISC DETAILS 19 D6 COB WATER & SEWER DETAILS 20 D7 COB PAVEMENT & FENCING DETAILS 21 D8 COB LANDSCAPE DETAILS ELECTRICAL 22 EO -36 ELECTRICAL DETAILS 23 El -36 ELECTRICAL SINGLE LINE DIAGRAM 24 E2-36 ELECTRICAL SITE PLAN DENQH MARKS- TBM ARM1 ELEVATION = 363.45' USGS DATU F10POGELA A 8 N.- ME, TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVI ED BY CALVADA SURVEY* INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. VOU ro) ---- - ----- - ------- - ----- THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION 11ED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. PASS QF BEARINGS THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. 51M. DENCHMASK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM11", ELEVA11ON = 363.45 FEET (NAVD 88). �N` CITY OO F = AI�ERSFIELD DEPARTMENT AW A& FA Fj Ptfo7mw R R , i I I d 59 016 REL- 1ADRI VE BA KERSFIEL D. CA L IFOR I 2 =. T 1 ".6 Eli 'VICINITY MAP 5916 RELIAN(D-E DR. NOT TO SCALE - ----------- -L 0 CA 771ION MAP` NOT TO SCAL —1 QUANTITIES TABLE 18 01 RCP 840 LF A Q" KAW '9 FA � ... �.��� �_ _ I l l/.� ��4 to/d4/IR Job No.: 2143-18-001 File Path: G-\WM Lyles -2143\214318001- r 1 COB TCP Mitigation\DWG\SHEET\CBK036\GENERAL File Name: G1 COVER.dwg STATE OF CALIFORNIA_ NO 7E.- THE CONTRACTOR MUST POSSESS THE FOLLOWNG VALID LICENSES: CLASS .4 NO 7E.- I 7HE CON7RACTOR SHALL CONTACT THE USA LOCATOR SERWCE 811, 48 HOURS PRIOR TO EXCA VA 770N. DATE KEVIN BERRYHILL R. E. 70415 PROJECT ENGINEER [Fjr-►JZJZ,�rWjr ,j4APXMWr,g I [$I$] WTV-2 21111114MEM Siff .3 FAM 11 INXII to I STUART PATTESONs R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBUC WORKS DIRECTOR ARf CHIANELLO, R.C.E. 70491, EXPIRES 9-30-20 DATE WATER RESOURCES MANAGER V 6' CITY RECORD No. A N'MEADOR'S—WATER RESOURCES DIRECTOR DATE TCP M1 TIGA TION PR OJE C T NO AT WELL SITE CBK-36 OF BAKERSFIELD, CALIFORNIA 23 SHEETS I I� 1T t� 1-6-11111i 0 2 3 COPYRIGHT 2018 by PROVOST & ■PRITCHARD ENGINEERING GROUP, INC. ALL RIGHTS RESERVED The firm of Provost & Pritchard En?ineering Group Inc. expressly reserves its common ow copyri;ht �nd other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in form manner whatsoever, nor are they to any or be ass�ige to a third party without first obtaining rl t the w en permission and consent of Provost & N" 07 R Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard En in e n, Group, Inc.'s legal fees associated with de end�in and oil enforcing these rights. DATE KEVIN BERRYHILL R. E. 70415 PROJECT ENGINEER [Fjr-►JZJZ,�rWjr ,j4APXMWr,g I [$I$] WTV-2 21111114MEM Siff .3 FAM 11 INXII to I STUART PATTESONs R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBUC WORKS DIRECTOR ARf CHIANELLO, R.C.E. 70491, EXPIRES 9-30-20 DATE WATER RESOURCES MANAGER V 6' CITY RECORD No. A N'MEADOR'S—WATER RESOURCES DIRECTOR DATE TCP M1 TIGA TION PR OJE C T NO AT WELL SITE CBK-36 OF BAKERSFIELD, CALIFORNIA 23 SHEETS I I� 1T t� 1-6-11111i 0 2 3 ABBREVIATIONS LINE S SYMBOLS MBIJI AB AGGREGATE BASE HDR HEADER {T) THREADED LINETYPE DESCRIPTION SYMBOL DESCRIPTION AC ASPHALT CONCRETE HDW HEADWALL T THREAD EXISTING NEW ACP ASBESTOS -CEMENT PIPE HGL HYDRAULIC GRADE UNE T&B TOP & BOTTOM WATER LEVEL EXISTING NEW AD ALUMINUM DISK HORIZ HORIZONTAL TB TOP OF BANK BARRICADE AGG AGGREGATE HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK O O ELECTRIC METER AH AHEAD HP GAS HIGH PRESSURE GAS TC TOP OF CURB ' --' ' CONTOUR (DEPRESSION) Q PAD MOUNTED TRANSFORMER ALT ALTERNATE HPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT AP ANGLE POINT HR HANDRAIL TDI TENSILE DUCTILE IRON _ m-123-- " wN _. m._ ._ 123 CONTOUR (MAJOR) Q ELECTRIC VAULT APPROX APPROXIMATE H/T HUB & TACK TELE TELEPHONE CONTOUR (MINOR) C -O-, q, UTILITY POLE APN ASSESSOR'S PARCEL NUMBER HWL HIGH WATER LEVEL TF TOP OF FOOTING EMBANKMENT TOE ARV AIR RELIEF VALVE HYDRO HYDROPNEUMA11C TFC TOP FACE OF CURB UTILITY POLE ANCHOR ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ID INSIDE DIAMETER TG TOP OF GRATE w. w. M w w.....wM._. w w w...w Mw._w.w EMBANKMENT TOP AV AIR VENT IN INCH TH THREAD0 ELECTRIC MANHOLE AVE AVENUE !NV INVERT TL TOP OF LINING - - - - - - - - - - - - - � � FENCE {BLOCK WALL) AWWA AMERICAN WATER WORKS ASSOCIATION IP IRON PIPE TOE TOE OF SLOPE FENCE (CHAIN LINK) Q GAS METER BAR BARRIER IRR IRRIGATION TOP TOP OF SLOPE BC BEGIN CURVE JP JUNCTION POLE TP TOP OF. PIPE VALVE K!! GAS VALVE FENCE (WOOD) {� BD BRASS DISK LBS POUNDS TP TELEPHONE POLE x x x x FENCE (WIRE) O • SANITARY SEWER CLEAN OUT BFP BACKFLOW PREVENTER LC LENGTH OF CURVE TR TELEPHONE RISER SF BFV BLOCK FLOW VALVE LCW LONG CRESTED WEIR TRR TELCO RISER SF FENCE (SILT) OR @) SANITARY SEWER MANHOLE BK BACK LF LINEAR FEET TRANS TRANSFORMER BLDG BUILDING LG LONG TRFC TRAFFIC GATE SWING (ECCENTRIC CONE) BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE — GRADE BREAK Q BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE 0 u u u u GUARDRAIL D ■ STORM DRAIN CATCH BASIN BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX BVC BEGIN VERTICAL CURVATURE MB MAILBOX (TYP) TYPICAL -..- STORM DRAIN INLET -e.,.�....�.�.�.. .�.�.�.�.. -�-�; RAILROAD BW BACK OF WALK MCC MOTOR CONTROL CENTER TWL TOP OF WALL - - _ _._ _ _ - ._ _ _ - - _ RETAINING WALL y------- < >--{ STORM DRAIN CULVERT BWL BACK OF WALL MFR MANUFACTURER UG UNDERGROUND BWR BARB WIRE MH MANHOLE UP UTILITY POLE . • . SWALE CENTERLINE @ O STORM DRAIN MANHOLE C CONC CONCRETE MIN MINIMUM UT UTILITY ' ' " . ... SWALE W/FLOW ARROWS MAIL BOX CA CALIFORNIA MISC MISCELLANEOUS U/S UPSTREAM CAB CABINET MJ MECHANICAL JOINT VCP VERIFIED CLAY PIPE -` ` - -' -' WATER (LAKE/POND) �H -_- SIGN CB CATCH BASIN MN MAG NAIL VERT VERTICAL X YARD LIGHT CBL CABLE MP MEDIUM PRESSURE GAS LINE VG VALLEY GUTTER XX" C/ C WATER (MARSH/SWAMP) CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VLT VAULT C/C " COMPUTER/COMM. (BURIED) GUARD POST CHK CHECK MRKR MARKER VLV VALVE XX ELEC (AERIAL) CHLK CHAIN LINK MS MILD STEEL E ELECTRIC (AERIAL} �. O O CONTROL POINT (W) WEST XX" ELEC (BURIED) Cl CAST IRON (N) NORTH W WATER E(P) E(P) - ELECTRIC (BURIED) -�- + BENCH MARK CID CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUM � WATER LINE FO XX FO FIBER-OPTIC o IRON PIPE CIPGP CAST -IN-PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WM WATER METER XX GAS CL CLASS NG NATURAL GROUND G(P) G(P) GAS CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM � WATER SERVICE " © o MONUMENT WV WATER VALVE IRR XX" IRR IRRIGATION CENTERLINE NIC NOT IN CONTRACT WW WASTE WATER XX OIL ® MONUMENT (OPTIONAL} CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD W/ WITH O XX" SS OIL OWNERSHIP TIE CLR CLEAR, CLEARANCE NTS NOT TO SCALE W/0 WITHOUT ss(p) ss(p) SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER CMP CORRUGATED METAL. PIPE OD OUTSIDE DIAMETER FM XX" FM SANITARY SEWER FORCE MAIN NO. NO. LOT NUMBER CN CONCRETE NAIL OH OVERHEAD ._ — -- -- — — -- — — — — — — — — XX SANITARY SEWER LATERAL CNS COMPACTED NATIVE SOIL OP OPERATING XX" SI o TELEPHONE RISER ■ CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION sl XX" STEAM SIGNAL INTERCONNECT (BURIED) m 0 TELEPHONE VAULT CONT CONTINUOUS OT OVERHANG TOP STEAM CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE XX" SD 2—NOZZLE HYDRANT COR CORNER (P) PROPOSED P) P) STORM DRAINAGE CORP CORPORATION PB PULL BOX T XX" TELE (AERIAL) TELEPHONEAERIAL -6- -�- 3—NOZZLE HYDRANT COL COLUMN PC POINT OF CURVATURE XX" TELE (BURIED) ( ) COUP COUPLING PCC POINT OF COMPOUND CURVATURE I" T" XX" TV (AERIAL) TELEPHONE (BURIED) FD Q FIRE DEPT. CONNECTION CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE TV TELEVISION (AERIAL LINE) CR CROWN PE PERMANENT EASEMENT XX" TV (BURIED) F 7F D FIRE VAULT CU CUBIC PER PERIMETER TV TELEVISION (BURIED LINE) CY CUBIC YARDS PI POINT OF INTERSECTION w(p) �p) �p) XX" W WATER ® ■ WATER METER DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE CENTERLINE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER - - WELL DEMO DEMOLISH/DEMOLITION R PROPERTY LINE - -- -- -- -- -- -- - -- -- - - - - -- EASEMENT DI DROP INLET PNL PANEL DIA, 0 DIAMETER PDC POINT ON CURVE - - - - - - - - - - - - - - - - - - - -- ---""- - --"`------ MEANDER LINE 8 WATER VALVE DIM DIMENSION POL POINT ON LINE - - - - PROPERTY LINE 1 BLOW -OFF DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLE - - - RESERVATION/PARK/FOREST AIR RELIEF VALVE DW DRIVEWAY PRC POINT OF REVERSE CURVATURE - - - - - - -- -- RIGHT-OF-WAY DWG DRAWING PRV PRESSURE REDUCING VALVE BFP F BACK FLOW PREVENTOR (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT RELINQUISH ACCESS UNE D EA EACH PSI POUNDS PER SQUARE INCH -- -- -- SECTION LINE GATE VALVE HANDLE EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE — — — '—' STATE/COUNTY/CORPORATE LIMIT � PVCC POINT OF VERTICAL COMPOUND CURVATURE REVISION CLOUD ® EF EACH FACE STILLING WELL EG EXISTING GRADE PVMT PAVEMENT A A A a A A A SAWCUT LINE FENCE POST EL, El EV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION INTERIOR LOT LINES /'� FENCE GATE ELEC ELECTRIC R RADIUS ELL ELBOW RBR REBAR HATCHES ---..a STREET LIGHT EM ELECTRIC METER RC RADIUS OF CURVE EOL END OF LINE RCP REINFORCED CONCRETE PIPE HATCH TYPE DESCRIPTION ® IRRIGATION CONTROL VALVE EP EDGE OF PAVEMENT RD RD ROAD VE DENSITY EXISTING NEW TREE EPB ELECTRIC PULL BOX EQUIV EQUIVALENT RE REFERENCE ESMT EASEMENT REQD REQUIRED .'zy " PINE TREE RET RETURN .R~ AGGREGATE EUC EUCALYPTUS REV REVISION = WATER FAUCET EVC END VERTICAL CURVE RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE EW EACH WAY EXP EXPOSED RGS RIGID GALVANIZED STEEL AC PAVEMENT REVISION (F) FUTURE RP RADIUS POINT F&I FURNISH & INSTALL RR RAILROAD FD FOUND RT RIGHT a 4 p : ; CONSTRUCTION CALLOUT RTU REMOTE TERMINAL UNIT a` :: 4 CONCRETE PAVING FDC FIRE DEPARTMENT CONNECTION ;, .e� . .•, FF FINISHED FLOOR R/W RIGHT OF WAY = °.�`� : �� � DETAIL NUMBER FG FINISHED GRADE (S) .SOUTH, SOLVENT WELD . , . " . SHT SHEET NUMBER DETAIL GALLOUT FH FIRE HYDRANT S SUP ;" CONCRETE LINING (PLAN VIEW) I[ , FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE --�— LINE BREAK FLGD FLANGED SCP STANDARD CONCRETE PIPE M FM FORCE MAIN SD STORM DRAIN =�2z EARTH PIPE END {SCHEMATIC) FNC FENCE SDMH STORM DRAIN MANHOLE '�'° "t�'"'`� ti`°� FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION �,ryyFM2 FPIPE END FS FINISH SURFACE SERV SERVICE .., FT FOOT/FEET SF SQUARE FEET RIP RAP FW FRONT OF WALK SP SERVICE POLE 2 FWL FACE OF WALL SPEC SPECIFICATION EMBANKMENT ARROW GA GAUGE SPNDL SPINDLE I GAL GALLON SQ SQUARE SAND S:. x GALV GALVANIZED SS SANITARY SEWER SS OR STS STAINLESS STEEL GB GRADE BREAK .:: © HWL= XXX -XX HIGH WATER LINE µ GM GAS METER SSMH SANITARY SEWER MANHOLE k STA STATION `wmmM w GRATING GPM GALLONS PER MINUTE GRVL GRAVEL STD STANDARD E XX XXX. XX XX XXX.XX STL STEEL -�� �� �� SPOT ELEVATION GS GAS .< �: "" STP STAND PIPE GSV GAS VALVE &, EXPANDED METAL GUY GUY WIRE STRC STRUCTUREf STRP STRIPING? GV GATE VALVE SWL SWALE HD HEAD SECTION VIEW HDPE HIGH DENSITY POLYETHYLENE Ste- STILLING WELL CITY RECORD No. •O >,-� S7 � L to CS1 p1 O V .0 + + O fl -k3 "O 'i C7. Cc 0 L7i5vN4 p�QOOp0>N.�O Ct OpQ>aj'rn0 �-"CiONL��dcnc� a0i Q) (i) w V CL U -j L5 co: 0���-_�E-c� O -C 0 0 �0"' 0.sQ_ �.� Q�0.0o �Lcn v L CLOW cic�3 ow a) LN -E CD s 0 0> w �p°Dc�c0ac�`�c >a�i0pE � Ea4Di�"'aiorn� 0 L 0 -2 L L Qi N vp �vvco�.c a�•��E0cuaNQw0_ � Q� O '0 p p O C v 4 a >4— cn "� � ,;= � .v 0 _ = O n -n.-Pa. =3.Pa_0ca N al � w O� �T! (a 8 M 00 �1 tJ rloo '`~ W 0 W -0c �¢a-Q- OVv4 I-- V) a.� l QpW C) P }— ry DESIGN ENGINEER: <C Iz 70415 I— H H DPM 0Q0<[z M JB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 It `i �„� W rym Ld SHEET G2 w 2 OF' 24 z wY 0 Y m Q o u- != O V) Z O �C W m Q cki m Z W C.� W J 1i� r :, O� �T! (a 8 M 00 ceN GD to '`~ az: U W -0c �¢a-Q- OVv4 I-- C-11) a3 a.� V) Z O �C W m Q cki m Z W C.� W J 1i� r :, O� �T! (a 8 M 00 ceN GD to '`~ az: mNwG0 W -0c �¢a-Q- OVv4 >u C-11) a3 a.� l QpW C) P ca co DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DPM M JB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 It ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G2 2 OF' 24 3 .C! V) z 0 1+ �c Ld a m Q 0 z Ld 0 LtiN i ty uu z Lu i 0 Y m i i - W W i i 0 CL m 0 0 a - L a a 00 N N 1 rn 0 Q L LO 0 00 0 04 00 1c GENERAL 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UN11L THE CONTRACTOR HAS FIRST BEEN PROVIDED AN INQUIRY IDNTIFICATION NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SECTION 4216 OF THE GOVERNMENT CODE. 2. THE CONTRACTOR SHALL ' OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE FOLLOWING AGENCIES: 1. CITY OF BAKERSFIELD 2. CALIFORNIA WATER SERVICE CO. 3. PG&E 4. SPECTRUM 5. AT&T 6. SOCAL GAS 7. ANY OTHER AGENCY GRANTING AN EASEMENT OR ADJACENT UTILITY PURVEYOR 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNECTIONS SHALL BE KEPT IN CONSTANT SERVICE DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. QEMOLITION 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 VESSEL._._ ...... ,__. . ,._. �i rrr 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING DAMAGED DURING OFF-LOADING AND INSTALLATION. 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. CONCRETE NOTES 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE it/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (WATER: CEMENT RATIO SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL NOT EXCEED 4 INCHES f1 INCH). THE CONCRETE SHALL BE PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: PAVING, SLABS, AND SIDEWALKS 3,000 PSI STRUCTURAL FOOTINGS 4,000 PSI ALL OTHER STRUCTURAL CONCRETE 4,000 PSI 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S DRAWNIGS FOR ANCHORING DEVICES. 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING WITH AN APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UN11L THE COMPOUND IS APPLIED. 7. WITH THE EXCEP11ON OF THE VESSEL FOUNDATIONS CONTROL JOINTS SHALL BE PLACED NO GREATER THAN 10 FEET APART IN BOTH DIRECTIONS WITHIN 8 HOURS OF THE CONCRETE PLACEMENT ON ALL CONCRETE SLABS. PROVIDE CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES. 8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF WATER TO PREVENT PONDING. 9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. 10. ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO. PIPING 1. PIPE MATERIALS a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. b)ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH FLANGED OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED c) ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER GASKETED PIPE UNLESS OTHERWISE NOTED. d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. e) ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WITH SPECIFICATION 40 05 00, PARAGRAPH 2.19. THRUST BLOCKS WILL NOT BE ACCEPTABLE. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT PROCESS (GAC VESSELS) SHALL BE EQUIPPED NTH A LOCKOUT DEVICE: a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS CAP OR EQUAL. b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE. ULINE, BRADY LOCKING COVER OR EQUAL. c)LOCKOUT DEVICE LABELS SHALL STATE 'CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO OPENING THIS VALVE". 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-36 GEOTECHNICAL RECOMMENDATIONS COVER (IN) COMPACTION STRIPPING - STRUCTURE STRUCTURE OVEREX PAVEMENT PAVEMENT EXCAVATION UTILITY COMPACTION UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION J J DO NOT REUSE OVEREX EXTENTS EXCAVATION EXTENTS UP TO HAUNCH 2'-6" ABOVE PIPE REMAINDER TO FG (RESTRAINED MJ, FLANGE, ETC.). 1 1/2 2'PLUS 12" 7. 12" LOADING CRITERIA < BEING PLACED INTO SERVICE. 90% 1" SCARIFIED 5' BEYOND SCARIFY 2' BEYOND 90% 90% 90% J O AND 2. AND n LZ THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. z W WIND IMPORTANCE FACTOR Iw zw� RECOMPACTED I COMPACT Y EXPOSURE L 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. 3 E (n0 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED LITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF TO EARTH OR WEATHER #6 - #18 BAR J J THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER. #5 BAR, W31 OR D31 WIRE, AND SMALLER 0�t;3 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14& #18 BARS (RESTRAINED MJ, FLANGE, ETC.). 1 1/2 #11 BAR & SMALLER 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO LOADING CRITERIA < BEING PLACED INTO SERVICE. CHECKED BY: DPM F- 1. RISK CATEGORY OF BUILDING: IV 8. WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE z J O ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY 2. WIND LOAD: n LZ THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. z W WIND IMPORTANCE FACTOR Iw zw� ULTIMATE DESIGN WIND SPEED 115 MPH 0_ Y EXPOSURE L INTERNAL PRESSURE COEFFICIENT ,NNDDSCAP_ING ...__,._ ..,. COMPONENTS & CLADDING 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, DESIGN WIND PRESSURE CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. ROOF WALL 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF CL LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. 3. SEISMIC LOAD: U SPECTRAL RESPONSE ACCELERATION Ss 1.144g H SPECTRAL RESPONSE ACCELERATION S, 0.428g NOTES SPECTRAL RESPONSE COEFFICIENTS SDS 0.795g GENERAL - SPECTRAL RESPONSE COEFFICIENT SDI 0.448g 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY' SEISMIC IMPORTANCE- FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE SITE CLASS D SEISMIC DESIGN CATEGORY D OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. SEISMIC FORCE RESISTING SYSTEM VARIES 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH DESIGN BASE SHEAR VARIES FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. SEISMIC RESPONSE COEFFICIENT Cs VARIES 3. DIMENSIONS NOTED WITH AN ASTERISK "*" ARE TO BE COORDINATED WITH RESPONSE MODIFICATION FACTOR R VARIES FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. ANALYSIS PROCEDURE ELF 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT 4. WATER LOAD: AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. DESIGN HIGH WATER LEVEL N/A 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWINGS. 5. EARTH LOADS: 6. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, AC11VE EFP 30 PCF THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AT -REST EFP 40 PCF AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE PASSIVE EFP 410 PCF 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 SOIL FOUNDATION NOTES AGENTS. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING 1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE INTO PROPERLY COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL CONDITIONS, THE OWNER 8. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. ALL RESPONSIBILITY WITH RESPECT TO THE LIABILITY, DAMAGE OR EXTRA WORK 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. 9. RESULTING FROM SAID CHANGES. BUILDING PERMITS MUST BE OBTAINED BEFORE STARTING CONSTRUCTION. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFED AS "SILTY SAND". 10. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: SAFETY REQUIREMENTS OF OSHA AND ANY OTHER GOVERNMENTAL ENTITY GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 HAVING JURISDICTION. DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 3/7/2018 11. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE NAME OF GEOTECHNICAL ENGINEERING COMPANY: SOILS ENGINEERING, INC. CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE PHONE NUMBER OF GEOTECHNICAL ENGINEER: 661-831-5100 ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE 5. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: CONSTRUCTION SITE. a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF FOR DEAD 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER OR FIELD AND LIVE LOADS AND 4000 PSF FOR WIND AND SEISMIC LOAD REPRESENTATIVES DURING CONSTRUC11ON SHALL BE DISTINGUISHED FROM COMBINATIONS CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.45; OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER WHETHER SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER THAN PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE THE MINIMUM REQUIREMENTS SHOWN ABOVE, NOTIFY THE ENGINEER OF RECORD PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL IMMEDIATELY. AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND 6. NOTIFY THE GEOTECHNICAL ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. OR FOUNDATION EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 7. SOIL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR STRUCTURE FOUNDATIONS. 8. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. A REINFORCING STEEL NOTES 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE REINFORCEMENT COVER SIZE I COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 E (n0 t!T CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR J J 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER 0�t;3 1 1/2 :D� CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14& #18 BARS Co 1 1/2 #11 BAR & SMALLER I--- 3/4 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED WITH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M, S, HP, C, MC, L, AS PER RISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy--36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST 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 SPECIFICA11ON INSTALLED, WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 709000 PSI, UNLESS NOTED OTHERWISE. . ( , (k�l CITY RECORD No. si 0 w 4- "a . -d Ca 01 cn V -'c 0 '., , O-� �,v�-aoc��nvwv vn�v000>O,►:O c O O Q '- O > >0 •� v 2w•�>�c-v 030Oip �wvaa'w.c Z 0 >:5 c u- �, w vE�'a' O�3ocQvca•v �-�V++AV -fcn a- 0 U) >o(DOC�•oC"O C",_2 _v w -con c•% rn pOooEv'Ea°�i=�'�Qrn'" p 4O > a - 0- ,)w¢a`Q, c0 c-vvcOn3 'ac�i NVo -v�W QW V C.CWN ,.0. a--2-2orn CL v v o >Cl 0-0 V on5-:gi` .04-a=n_-0 CCD m 61 z W O� 00 F-- E (n0 t!T to `'� 4w¢ u o- a. J J U Iy 0�t;3 L :D� C. CL Co DESIGN ENGINEER: I--- ry 70415 < ry CHECKED BY: DPM F- H JOB NO: 214318001 U t,0 <C rq-)?0ry z J O �0 U Lw n LZ M Ld oil z W w 0 zw� 0_ Y I- < Q m C.� Lj_ 0 I- CL U H 3 of 24 v U- - Ca 3 0 z Q W z w i J Q z i 0 Y m i W 0 v M n_ f m 0 n_ 0 C> 0 00 i r N i r Q w 0 Co 0 Lo Co ic O� 00 E (n0 c I o� `'� 4w¢ u o- a. /'" u a� 0�t;3 CSG C� w C. CL Co DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DPM MJB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G3 3 of 24 v U- - Ca 3 0 z Q W z w i J Q z i 0 Y m i W 0 v M n_ f m 0 n_ 0 C> 0 00 i r N i r Q w 0 Co 0 Lo Co ic D L "E I a .04 LL - c z rL -i F— z 0 F— m 0 NI cr- 0 C.0 r1r) 0 y m LLJ ui V) c 0 caM m 0 -C 0- C� CD CN 1-11, pe) C14 (D LO 00 C) C'4 INII U') 00 LLJ 4d z C14 Sel m 0 F— LLI LLJ V) C- 0 EL m 0 C-) CL re) e*j s— C) 00 C14 C14 T& ■ w i.. i l IR ■ ■ ■ INF INFLUENT EFF EFFLUENT BW BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WfHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING TTW TREATMENT TO WASTE VB VALVE BOX FLG FLANGED JOINT mi MECHANICAL JOINT ABOVE GROUND PIPING. BURIED SITE PIPING ONLY, SEE PIPE TRENCH DETAIL NOTES 1. GATE VALVE BYPASSING TREATMENT SHALLEQUIPPED WITH A LOCKING DUST COVER SET TO THE ,'; ■ ::.. mlyl✓s ! + w. DESIGN CRITERIA PIPING LEGEND DIP DUC11LE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE ■ w i.. i l IR ■ ■ ■ INF INFLUENT EFF EFFLUENT BW BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WfHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING TTW TREATMENT TO WASTE VB VALVE BOX FLG FLANGED JOINT mi MECHANICAL JOINT ABOVE GROUND PIPING. BURIED SITE PIPING ONLY, SEE PIPE TRENCH DETAIL NOTES 1. GATE VALVE BYPASSING TREATMENT SHALLEQUIPPED WITH A LOCKING DUST COVER SET TO THE ,'; ■ ::.. mlyl✓s ! + w. DESIGN CRITERIA , w M LE � III �I 1 .�■r ILII II�NOMIN. �� FLOW # TTTT..: RATE III. ' II•• �.II�I *., # III � I1I ILII VIII SII Ir , II,� SII �I MI ,NUMBER VESSELS ` I �� II�II�II ISI VIII Iltrl� I I JI �r,ll rlrl !TOTAL CARBON CAPACITY I I, IIIII��IIIIII�II����fl ,: l�I;I���Illllllll�rll� 8.0 cpm/Fr�III II BACKWASH RATE ,too I�� III �� �IIIIIIIIIII 1111111 ISI � ■ ■ # z 11111 III�I� 111111 CONSTRUC110N LEGEND AG AIR GAP � D2 BURIED GATE VALVE 3 D4 aP CHLORINE INJECTION 3QD5 �p DIFFERENTIAL PRESSURE 4 TRANSDUCER D4 1 QP STANDPIPE D2 �!S) SAMPLE STATION 5 D5 Us TIERED PIPE SUPPORT � D4 WHARF HYDRANT - 2 e O FIRE HOSE ANGLE VALVE D5 (FEMALE NPT X MALE NH) fmmffx� PROPERTY BOUNDARY 2. MAXIMUM SPACING BETWEEN ABOVE GROUND DIRECTION OF FLOW PIPE ■ ■■ w SHALL NOT EXCEED 15 FEET. 3. j CONTRACTOR SUPPLY ■ M! ! EDUCIN G 10" FL X MJ ADAPTER TEES OR REDUCING ELBOWS AS NECESSARY FOR ALL PIPE SIZE TRANSITIONS REGARDLESS OF 10" 90- DUCTILE IRON ELBOW WliETHER SPECIFICALLY NOTED. EITHER REDUCERS, REDUCING TEES OR REDUCING 10" FLANGED COUPLING ■ .A■: CHANGES.ELBOWS MAY BE USED TO ACCOMPLISH PIPE SIZE 10"xlO"xlO" DUCTILE IRON 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ON FIELD AND RECORD INFORMATION BY OTHERS. 12" 90- DUCTILE IRON ELBOW CONTRACTOR SHALL FIELDVERIFY ALL CONNECTIONS O MATERIAL DURING CONSTRUCTION. 5. ■ w TO FOR VESSEL FND VESSEL T DUCTILE IRON TEE SLAB DETAILS. ! BUTTERFLY ! VALVE @,. GROOVED COUPLING EXISTING CITY BASIN NO. 204 VOLUME: 141,245 CU. YDS. (8.83 ACRE--FT,� 900 ! • ACRE -FT) 1. CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT SHAH BE N011FIED AT (661) 326-3715 PRIOR TO DISCHARGE OF BACKWASH WATER INTO PUBLIC DRAINAGE SUMP. 4. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 6. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN WliICH DRAINS TOCIJ BASIN : 204 IN THE SOUTHEAST CORNER OF INTERSECTION OF IN III A PEAKS AVE. AND SLICKROCK DR. 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CHECKED BY - DPM MJB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C5 TY RECORD No. 10 OF 24 "s 024 RELIANCE DR INDIAN PEAKS AVE V ' +e: g (E) STORM DRAIN MANHOLE 3 z � ' INV 42" 351.64 (N) s f LLJ It �w , {5 h INV 42" 351.64 (S) w, p ®v INV 18" 352.68 (W) f o) LO IE i + c6co s ;5 O to . • F- z Z 0 _ �� t o �, � �o� L0 •�- _ • -F 00 f cn c/i U LL IdsU.)U) It Ix,] V&z� 1 V�3 3: D7 D7 D7 1m0. t K g \9� � t I F&I ±43 LF 12 SD s S=0.0012 H_.,_..._ _._S69:24'3.!E. _M7.S-3 0 F 2 F&I ±144 LF 18" SD { 31 +91 S=0.001130+00 - -�'•- <, 5.'r 1471 F: (E) 8" SEWER LINE (E) 8" SEWER MANHOLE `4 342.51' INV S -W{: �" :;.cs✓S:..t.: �..<+-�,�`Xi?......ti.. as'e3+...+.`:,..:wC;?;:?-sm..m 4bw«..:.w<«... v.0....« v'FF_ad+..I ..4*:.c...^'+a..xv'zT'"'" 3•t I � � f 347.99 I N V N _ u_ © IIq- Ile s 9 W 8 ti 4 Z DIAMOND PEAK DR. STATIONING IS ALONG PIPE CENTERLINE CBK-36 DIAMOND PEAK DR 29+50 30+00 31+00 32+00 32+50 t t f 364 s 364 I € � I I 1 362 00 362 OU M iw o = LO coLO s O t L to U m + 0.o + ,� c6 , 360 » _._ � _..__.._. _-_ _ _ � ._._ _ .� .__ _ ..___._ _ _: _ _..� _ __ .. ____.n. _ __ .- �,._ _.___�� ___ _ ________ __ _.� f5 __ _ _µ. .._ _ _ __._ __ 60 (E} GRADE-` th � M M N M Q Z < Zc - i f 358 4" GAS PER POTHOLE i 358 _ _ _ n__-.�..T. O. P = 356.86 _. _ _._ _ � _ _ � _m. _ _ _ � . � _ � � . S z 4 i f s 4" ELECTRIC CONDUIT 2" GAS PER POTHOLE PER v POTHOLE 356 i T. 0. P = 355.04 356 _. _. �. _ .___. _ _ �F 354.70_ . i 10' SEPARATION BETWEEN x „ I 4 ELECTRIC CONDUIT ELECTRIC LINE AND EDGE E ---- ---- _------ _ _._.__.._..________.___..____ 3._. _____._._.__ ----- _._______________.______.____._._.__----------------- ----.-----PER POTHOLE OF MANHOLE T.O. P = 354.70 354 t 3 354 w s ; to _ INSTALL ±148 LF 18" RCP t 352 I S=0.001 1 352 i i i I ; t " INV 42" 351.36 (N) INV 18 351.51 (W) 350 _ `___(2) INV 12" 351.46 (E)__ _.. 350 _._ _ _. _. _ _ _._ . _.._.._ _ _ i - }. (2) INV 12" 351.51 (E)-' _.___ }...� . _ .____._.____,__ __ _. - __ _�_ _w____ INV 42" 351.36 (S) € i c j � 3 s t _----- --_______ _._.____=_INV 18" 351.77 (N}____. __.__..__�._-._ ________________.___:_________....________.___.__..___.__________._®_€_______..____.__TWO (2) 12" PVC »___._..___ I" ! RUNNING SIDE-BY-SIDE INSTALL f43 LF 12 SDR -35 PVC - INV I 18 351.67 (E) S=0.0012 {11 348 � 348 8" (E) SEWER LINE CROSSING 347 E 347 SCALE IN FEET 0 10 20 -0 REVISION APPROVED • DANIEL PADILLA DATE R.C.E. 67008 ,AMA's <�,� m No. 79145 U' sN cjvo\-OF 0 POINT TABLE POINT # NORTHING EASTING Q 2296949.55 6238747.36 ® 2297016.44 6238568.81 Know what's below. Call before you dig. NOTE-,_ _ 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). 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN WHICH DRAINS TO CITY BASIN NO. 204 IN THE SOUTHEAST CORNER OF THE INTERSECTION OF INDIAN PEAKS AVE. AND SLICKROCK DR. G� GRATED MANHOLE UD W/ LOCK 4 D7 MH MANHOLE e DB eH MANHOLE LID � O PT PIPE TRENCH e SP STANDPIPE 1 D2 6.1-1831 Cl TY RECORD No. a (1> a Qa Qi � � 0) >; o v o c� CA L cn c a C. c V N 0 �- to E V0. Pof>,0�ci��n C) - v o , �a53ut v 0 o 05 0) 0 o Q �'i- Ns O i N2 i N 0 01 N CP_''' N co v �cavc�<n p W Q c N c W N a-uj 0'V - E a c -v o c, x��'o v7E 2 c cp �v��;�'s_v��v� ac)c 3 c =34- Q� o vcvo U0 Wt �o - o 0..E-20•+aQ -a N 00 N H Q I O r o m 09 LII 6 C e� - V �� U cct o, ci o U I-- O� /c n U w vc) z J U M I s co c ��� W 3: E00 C cn S DESIGN ENGINEER: ` MATTHEW BARNES LICENSE N0: Z 79145 ry DRAFTED BY: CHECKED BY: Q rv*0 DPM MJB c �F- / DATE: 08-14-2018 re C T JOB NO: 214318001 ,I U c� Q z a PHASE: 0 q t 1 0C) Nem SCALE FOR K > ct� Lv z U C6 U cf w a z w� c �_ Q Q m U II F_ O W J li O ry a. V i Z •.,J c Z i CN <C o Q L 0 cr_ o Oc F- � U V! - C AI 6 C e� - V �� U cct o, ci o U O� /c n U U vc) z > U _o . 3 3 £ O W J li O ry a. V i Z •.,J c Z i CN <C o Q L 0 cr_ o Oc F- � U V! - C AI 6 C e� - V �� U cct o, ci o U O� /c E 0 10v0 co / vc) z > U _o . 3 3 £ O M I s co c ��� E00 C 1z m coco T S DESIGN ENGINEER: ` MATTHEW BARNES LICENSE N0: Z 79145 � DRAFTED BY: CHECKED BY: K DPM MJB c / DATE: 08-14-2018 re C T JOB NO: 214318001 ,I ROJECT NO: ---- a PHASE: 0 q t 1 ORIGINAL' SCALE SHOWN IS < ONE INCH. ADJUST SCALE FOR K REDUCED OR ENLARGED PLANS. SHEET a C6 T c C, ti a OF 24 c n Z m r.� 10+00 �. J . °" ,fig„",« —•- ."}� ,,.�.,,...-„�, �._:":N =.""' /""�4T,z,. f� i I- ------ ♦ A S 1 2 3 V {4 D7 D7 D7_---- ___-- to rn rn '" ..:rr'a5•sU:a` � _ r_v �fh <...4.i.'r ",`'�„s- .+ aP,. "4 C> \� ,_- .^y -y s' ""` � � MATCHUNE -� 10+00.00 30+00.00 � R l ;'i y € I J d / QLE SHEET DIAMOND PEAK DR RELIANCE DR STATIONING IS ALONG PIPE CENTERLINE CBK-36-STORM DRAIN 9+50 10+00 11+00 12+00 13+00 FESS REVISION REVISION APPROVED 364364 LJJ_ _� _.... .........,._.,_---- °c � No. 79145 v' � i...�..�.,�.�,...._.�__.._._,�.,�,.�.,____�..•.�.,�.�.,��..._A..�.� `_�. ��, F 3 fY1 4 OF CpL1F�Q` m s I x'00 362_ µg _ _ _ M _ _ _w _._ _ _ 362 MATTHEW BARNES DATE R.C.E. 79145 DQ; (E) GRADE � LO i cn M Z E O 360 �' 7" r 360 i 1 !!r x 358 358 DANIEL PADILLA DATE R.C.E. 67008 r (E} 12 WATER LINE 3 f FROM POTHOLING T.O.P = 355.94' 356_ _ _ _. x _ _ _. _ 356 i 1 x • F co i 354 r _ 354 INSTALL f3 18" RCP I f t i 352 352 i F � r S ; I 350 INV 18" 351.77 (N) ' 350 S f p _-__— INV 18" 351.67 E t11,1111111111111,11111111110000 s { E 348 348 WARNING POWER LINES OVERHEAD k Know what's below. Call before you dig. POINT TABLE POINT # NORTHING EASIING � 2297016.64 6238568.81 U (n � L,j 7 w� rn t (�=ixc F5 Vt+--OM t > U 0 0 N b 3 too) 3 � M W O M Q o N co < ne� --„_^_'.---'� -- ._.._..-• f(K`jy f t'+r.'.,F .....b.. -...-...w. -,..-,^ «.-_,,.....,,...... .�.,.,,.. <...«n-..-..,.,,,, ..,�.....„.m-,,. ........,.,,..,,.+,...., «..� ,...-,_-.=,.tea... ti y� j DESIGN ENGINEER: i MATTHEW BARNES F_ ry ..,-,..,. .....x.......... r; Q W _ �"`� C„Y+/ u^i M1 vim,..• -� �^_ ��.+"k m»•.m+-.Tv.,...- ^,"c+""""•.s....� .. k x L...- '.s�” .d,-... � wmmxr.-..+.m. ev.c«ma�•+.n- u -_ --- rn 3 1,1,,,,e J � ^"r”' " :,; ,J.-,rv-�^*"w" _-.*+�c;'wx:'H. vvm�^'.,ma^„%;aW„iS%,a ... ,+w-.rmu+.,. ,<..,m,w~�,-*- ..,...-w.-...•,.. ��� ( PHASE: J C) o� ""e 4 4 r� - ... tea...._,.. J m L1i z U a UV)w c C 12R OF z wY 0 I— <t Q m cD Lj_ _�--' __-- ---M 0 (E) 24" SEWER LINE RELIANCE DR Im ao (E) 10" WATER LINE"Q n10 t __A / r LO _f. .� . z S 2 5,19„ P ��^ to U 0::p=8 L=316.35 l r.� 10+00 �. 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POINT TABLE POINT # NORTHING EASIING � 2297016.64 6238568.81 SCALE IN FEET 10 20 41' 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. 204 IN THE SOUTHEAST CORNER OF THE INTERSECTION OF INDIAN PEAKS AVE. AND SLICKROCK DR. GL GRATED MANHOLE UD W/ LOCK 4 D7 MH MANHOLE 3 D6 5 H MANHOLE LID D6 PT PIPE TRENCH 6 D6 O STANDPIPE � D2 6.1-1831 CITY RECORD No. 0�F-0a);-a30��tnv)v) �,�� ooE�tnva�� (7) o 0 0 » •L. O D moo o>t>�;�,o i v���+ro0)c-0 a) a)o�� n) va �w_s_- mc 003�0� Ca - i7 O -C Uig+ >>U O U U•�'�L-v o_N Q � � voi L o v � O v cn �Q3o-OE�0 nv 3toa`) a)�c�4-��oamivi oLvoEv'Ea)v�a oma'" a) a) >, v o O o C v v c O to •U S c W N a -w OU _v +�+ ��,�oCv) L- X O v >�tn i v v� V �- O c0 0 3 0 QO cov a)-c''-v�'� a)�- - C4 --ac O .--a++d ++d_0CJ N W Q H t®FNM04, co a c" 00 Li j I— �_a n U (n � L,j 7 w� rn t (�=ixc F5 Vt+--OM t > U 0 0 N b 3 too) 3 � M W O M Q o N co < ne� i �m ( < r) a. Q DESIGN ENGINEER: i MATTHEW BARNES F_ ry t 79145 Q W CHECKED BY: DPM Lij� F—I_- U(0<z Ll rn 3 i '4 JOB NO: 214318001 PROJECT NO: ---- ( PHASE: J C) o� ""e ORIGINAL SCALE > ONE INCH. ADJUST J m L1i z U a UV)w c C 12R OF z wY 0 I— <t Q m cD Lj_ I--- 0 00 N Q O O min J LL. Z O V h J 'Z D v O W LJJ 0 L O a LL 0 O m 9 D LAJ 5 a 0 W J 0 W CL Qt i LjJ c Z <C LL' - C� fl Q � o 0 c .,H U V! � ie Q H t®FNM04, co a c" 00 Li j �_a n U U 7 w� rn t (�=ixc F5 Vt+--OM t > U U) L! t 0 00 N Q O O min J LL. Z O V h J 'Z D v O W LJJ 0 L O a LL 0 O m 9 D LAJ 5 a 0 W J 0 W CL Qt i LjJ c Z <C LL' - C� fl Q � o 0 c .,H U V! � ie Q H t®FNM04, co a c" 00 Li j �_a v J< � C V —= Z �- a�'o w' w 0 i 7 w� rn t (�=ixc F5 Vt+--OM t > U U) L! t 0 N b 3 too) 3 � M •—• O M Q o N co < ne� i �m ( < r) a. Q DESIGN ENGINEER: i MATTHEW BARNES t LICENSE NO: t 79145 DRAFTED BY: CHECKED BY: DPM MJB DATE: 08-14-2018 i '4 JOB NO: 214318001 PROJECT NO: ---- i PHASE: 0 1" t ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FOR c REDUCED OR ENLARGED PLANS. ff t: SHEET�� a c C 12R OF a 24 c � 1J Z e= 4. • R `• W W W 4 r rnsan._-:==uvnv 1 { Ena i A .Z F !r i ti F A m <r- � W ,,,.� .,.��_,;r..� ,.,•„�.�., ,,�s.,..,, .�.,�.�:,� �,.u..«,�-�, ,..,,�.,,::,,.� n,.«.«>r a_,:.,„.,w �._�,.��., .rw_,,..r��.. ,' �W •OD(E) WATER cv E- 00 _ - (E) 24" SEWER <.- N RELIANCE DR M O e S S S S S Z �~ V 1 2 D7 D7 -Qo- _14 00_ F&I ±280 LF 18" SD__ S=0.0011 .c..,m+ssm. wva,+a_-»n. xiv.-mrma..mn .+rwnw-mn e•r... rnm.a. n»s».:m..-- - _.zm-. .vrn:..nv_.nxc ,..< x:.-.:.,a.-we..e _� s xmrru. mun . . s f A I,*- *co U + =O u') S S S z mw _19 99, -_ .+�wa ..:..rr-s -r v.�.. -,e .rc-.-ra:. ;n ,-.e.sn✓.xn. wrm.•,.v.®.�...s w. <...: ,.v.......-......+ S h t 9 id _ . . .. . ,»...._ . . i .»- Y a..« a.-x....+.,.*.:�.w. _. xr. t.--. . ...a.«.,.,... ,.:,.:.-.,...<,,, ...t �.«..,..,».,4.....,-;< «,,,... _r.".....,.:� .,-..,...-,.,,., ...v,,..,- ,:,<-�,» .._.q _-et..:.,,.:a =,-x,�..�t . - .,.g. ma.,.,.,.+-w....m .,.:s ,.+,... «..:.r<..,.e .._ <w•, <w.x.,....••,x.4.,. -o*:.- ..rn x.. .,.,.....,<-..-,,..n .,..,.,,, ....+..�-„ .,._ N. s:.......= - -,+,..:.n.. x�.-.. .......e.,- .s •,,..se ...,,.r.., ..�--s...- ..,..,.: x ' .">..' ..--: a .,,, ,..«... 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'f«..0 .K. �T«r-.v...w.}:..*:s's'.s.wn�eY'...,,t v -.w ....r.,:? ,.-M w. ';G'. z..t'z, as-. � : met � :'w:. - .. +w�., .r.�,.x.-»wv-.. • .. +,.,, ...«aa.. .N,»..,< .,.ter. «„.-.r,.. .+.*.,,.r:: .:{..,....v. .,_»+sw x-, +t .,,v -s... re..«..a. a...« ..n_..:.,ry ...nc,Y«„ K s.« a,..« ..... a... w. -m..« f., S '.. w _ <-v 'P%z". V. ~n... ,,...�» _. .... `:��«o:�., ,wx.'u.• . ^ r,,.� .�.�-.,e.. .. � ,' �.+r. .... SEE NOTE ON SHEET C6 = ° -77 - �-=�. . . . ds n :.� w,„ �....,,�.,� _,,�,,a.-..F � w �.y, .� t.-�«� .r..,., ,.�. f ____ _.e„ . �., .. ,...� - � .r, &•. w . r �na�,�,..,�<, .,..,�n..,�,. , .��...�,� ,��-�.=.a,>a N CLr cn a, �,x.�.x_rm�. ,...a......w�x r����*:m ..�,�,....�. t, Y.r�{�� �.x,•,,�_� �a. INSTALL ±57 LF 18 RCP n 0S=0.0011 1 1-° r H 4� 1)j DANIEL PADILLA DATE R.C.E. 67008 ®? FESS/' ur g �r► rn ° 17- N0.79145 W OF U m S59.26 39 E 92.32 I t [ME RELIANCE DR STATIONING IS ALONG PIPE CENTERLINE SITE APN 498-55-307 i 41 On Ln u INSTALL ±36 LF 18" RCP S=0.0011 1 R/W WARNING NPNM POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE POINT # NORTHING EASTING Q 2297300.32 6238708.18 Q 2297541.03 6238850.85 ® 2297512.29 6238899.53 Q 2297494.10 6238930.35 •- L,,t- O > C7.� LAS] p r O L L 0 Q� O Co a) a' O CL L (� �0 O a) O L L W In - a) LL -64b - v 4- C sv o {.J >1 CT U L c +'-c�:3#.,c o�v3 W 0 c Q'-- 0 >o �Lo �E��a)•-civ ci•,_ 01-- Q2 �Sa �-v s c30-82-2 a -a�c�o�vi a)ci - o a�,o- v,o a) �oa)a-mc ���•�� CO >0Eo•;✓�=�'a°�iornL 22q) -,o L N a) co 4- v) � c -0 C-0 a c o_cn � O 0) . N� W N QW U L Q� O �-p•L•O� N xx p p >>tn O-c� O U a 000- Q) V a) 0 F' .Y a) t- O Q � -0 a , Q-00 a) 00 N H 0 0 0 r - o m F- 0 J ti Z 0 c� z o o w Uj 0 Z 0 U U- m R-4 W CBK-36-STORM DRAIN W Lil 13+00 14+00 15+00 16+00 17+00 17+701 ry LL - 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, w Z) O AND PIPE DEPTHS. F s BACKWASH f r k E , CL { N z 2 CONTRA T0R TO PROTECT IN P ACE ALL EXISTNG �DISC DISCHARGE LINE n _ SEE SHEETS D1 [ • t- o UTILITIES. <C ry ` c�i �- oAND D2. r °g = w >-- 366 `� I CO 366 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, U c0 Q z a Z SERVICE LATERALS, AND ASSOCIATED W ff i I E O APPURTENANCES. o U LO , VI UCC- 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY ry � J U L AIR GAP 3 m z � _ 1,500 GPM {3.34 CFS). 0- U c Z 364 j . f � w 364 a -005. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN w < WHICH DRAINS TO CITY BASIN NO. 204 IN THE O Y v M! cc`> '- rn t SOUTHEAST CORNER OF THE INTERSECTION OF INDIAN Q W I U 00 DPEAKS AVE. AND SLICKROCK DR. ry � 362 M f i 362 ow __ oz_ l_t_ < co Ln M ' ~ Z 3 F Q t i U 1 E f 0 66 4 k ir4 __._.______._____.__ __________-____ �_ GRATED MANHOLE LID LOCK _ z _ I ' GL W/ U 360360 : k : K"3 Co MH MANHOLE c s t D6 a �� 00 L t -V 0- 04 LO L_ ._ ..-_._____ ,_.___-__ (4)-3 ELECTRICAL LINES � -n 5 U = \< US=, c k (E) GAS LINE _ MANHOLE LID D6 358 T : I O .� a) r65 LL y t a INSTALL f36 LF 18" RCP PT PIPE TRENCH D6 a o W31, _ _ - to S=0.0011 0 1 i j � € � � { � � 356 ' ' ' ' 0 356 SP STANDPIPE c ca 1 f DESIGN ENGINEER: r INV 18" 356.30 (NW) - --____________________.______________ ____._ MATTHEW BARNES INSTALL f57 LF 18" RCP INSTALL 1280 LF 18 RCPS=0.0011 LICENSE N0: 354 ; " .._ _ _. _ _._ _ . _ _ _ 354 79145 a S=0.0011 - - �.�..�-w�_... _ , _-__.__,....�..W.� ._._.. �.__.__..�. ,�....� ---rn- -- -- w DRAFTED BY: CHECKED BY: DPM MJB z c irf DATE: 08-14-2018 JOB NO: 214318001 352 ` INV 18" 353.73 SE " ` 352 • ---- - t i F r PROJECT N0. INV 18" 353.32 (NE) INV 18" 353.63 (SW) IN 1 6. 6 E) PHASE: 3 I S S { i 1 INV 18 353.32 {SW) S 0 1 t ( € ORIGINAL SCALE SHOWN IS 350 6.1-1831 ONE (NCH. ADJUST SCALE FOR c 35OREDUCED OR ENLARGED PLANS. SHEET a C8 c CITY RECORD No. 13R OF 24 T um 0 1 2 GA(';*" VESSELS FRONT VIEW 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT 0 0 z 1 ILI loin'71WWWW15 8" 316 SS (ASTM F593 CW2] ANCHO BOLTS, (2) PER LEG, INSTAH ED W/ HILT! HIT -RE 500 V3 EPDXY I SUPPLEMENTARY #6 TIES TYING TOP AND BOTTOM REBAR MATS TOGETHER 'D WITHIN 3" (2 OF EACH REQ' ANCHOR BOLT) ANCHOR BOLT HOLES.IN VESSEL. 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. loo VOT 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. REQUIRE AN APPROPRIATE REDUCER. 3 Dl NOT TO SCALE VESSEL PIPE CONNECTION orAXIS S� � ONLY ON INFORM I CITY RECORD No. w m =10 1'r s 9 WWI F-9 d0k .0 mo 04 VIII III III VIII DESIGN ENGINII VIII II ■I EER: KEVIN BERRYHILL LICENSE NO: ................ 70415 - --------- - ILII A DRAFTED BY: CHECKED BY: DVS MJB DATE: 08-14-2018 !'IROJECTNO: ---- 0 III 7� ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. M II co STAINLESS24 MESH cion" �' ,� _ rn2, c o�3 ASTM C-478 PRECAST CONC PIPE 0aai"�`1 i s- 0 is 'C7 E .... MANHOLE SECTIONS. DEPTH PER ®yQj po PIPING PLANS = tn 1/2" NEOPRENE STRIPLOCKING ' GRATED LID » » » a + (THIS VALVE ONLY) f2 3 wo I clq q> I I _ .E Uis..Q3 - y Lj TO Li Ld cQ (n (n SYSTEMm FROM WELLQ 4 G •r 00'O Q? t D 7 Q w cn •r ao t L Ql ®rl Ca C G3 CD Lli CL 0 •�. 4�? CLQ? O C7 Q} Lu 6 1/4 1_0 LLJ X0 b {STEEL PLATE» 4! t•= �'"' YaCN DRILL HOLE TYPE 5 GATE STEEL TUBING 1/4" WALL 5/8"0 z VALVE/VALVE BOXw 12" J BACKWASH I »STEEL uj VSEEE I PLATE > RCP ' -_ I n STANDPIPE 0 18" STORM DRAIN D D2:) / Ell %wow cr NOTES'a 1. INSTALL 4—INCH DIP•I VENT PIPE IS CONNECTING TO 18—INCH STORM DRAIN LINE --I PIPE SHALL BE LOCATED AT LEAST 3—FEET DOWNSTREAM OF THE STANDPIPE AND AT A MAXIMUMI I I I I »_DEEP HOLE I CONCRETE & EPDXY » S.S. FEET 2. INSTALL •I I I VENT PIPE I I 1 » EMBEDMENT. SECURE WITH FCA FITTINGS. ISTANDPIPE Li I II a * p fi MAXIMUM DISTANCE OF 6—FEET MEN • "" NOT TO SCALE cr_ NOT TO SCALE OT TO SCALE AIR GAP SUPPORT 3 4'� D2 AIR GAP S NDPIPE D2 D2 ONE SET OF` VESSELS D2 UNDERGROUND TIE-IN SS -0201 CASE I CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) blEK-SEMES MAIN I PUBLICA SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NO BE PERMITTED IN THIS ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND NE "C A° rJOIN IN SEWER MAIN7nNE "P/ IF THE WATER MAINI ITARY SEWER MAIN DOES NOT MEET THE CASE PROHIBITEDj REQUIREMENTS,ITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE 60 $ WATER 41 61 OF THE FOLLOWING: c 1. I I I I I 001 MAIN NTS (PER AWWA cs ell C906-99)1 '*P* -PROHIBITED NE • ITRA STRENGTH VITRIFIEDIPE WITH GASKETED I • JOINTS; w {' a a� /ZONE j Q§ 4. PVC SEWER PIPE NTH RUBBER RINGIVALENT; SPE/cIAL SEWER IPIPE 5. CAST OR DUC11LE IRON PIPEI I IN S WER MAIN 6. REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). IF THE WATER MAIN =509 BELQW IHE SANIIARYLSEME MAIN DOES NOT MEET THE r -ASE 2 REQUIREMENTSIMAIN SHOULD HAVE NO NEW RAIER MAR EITHERJOINTS -WITHIN TEN FEET FROM I I(IN ZONE C) AND SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING' ` A / 1. A CON11NUOUS SEC11ON OF DUCTILE IRON A:I I BITUMINOUS /pLd 2. ONE OF THE ZONE D OPTIONS 1 3, 4, OR 5 BELOW. NQAQIN IN WATER MAIN NE "Plw—PROHIBITEQNl IF THE WATER MAIN QROS. G AQQYE_ THE 5AMIARY 51EME.-, DOES NOT MEET THE CASE 2 ZONE D REQUIREMENTS, SANITARYI a r SEWER 80a EITHERWITHIN FOUR FEET FROM I I I I CONSTRUCTED OF ONE OF THE FOLLOWING'. 0 Q0 < :z V) < 1. HDPE PIPE WITH FUSION—WELDED I a Lij IRON PIPEI IMECHANICAL (GASKETED, BOLTED JOINTS);by Are•° /ei'ZONE C a • A CON11NUOUS SECTION OF CLASS 235 (DR 1 le ✓( - W m1 // SPEgAL WATER IPE LL 0 EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED- (n uj V) f I I I Lli CENTERED OVER THE I ' FIGURE 2—CROSSINGS 17— < ®ANY SANITARY SEWER MAIN WITHIN A CON11NUOUS SLEEVE. CASE j i NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW • 11P•PPO -.. MAINSA NO WATER SANITARY PRIORWITHOUT I DIVISION I I IF THE SANITARY SEWER MAIN PARALLELINGI`°A /r f .. J 1 ZONE B REQUIREMENTS, MAIN A� { ✓ 9 _ _. as FOLLOWING'• ` /ZONE u, ,PJEE a co 9 ran co CL cj n Lo 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); /7 ------ 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; z z z / / /I --I--- 3. DIPPED AND WRAPPED ONE— FOU RTH— INCH —THICK WELDED STEEL PIPE-4 ®PRESSU"r H,M sf� ` AAU0 z A114 ' La OR EQUIVALENT;CL 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA -ZONE B EXIST. E IST. > L) Lu (C300 OR C302 OR C303). WATER SEWER 1-11 / / co �..,,�,.,,.,... �a'aA # I I �,°A AAA ,/,,,w,,,,,,,,,,„,,,,,,�,,..,,,,a.,,,a,.,,.,.. ` E Cl LLj I I „v..w _ �'� AAAA 00 cn CASE 1 ZONE C REQUIREMENTSI, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN NP FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE DESIGN ENGINEER: CONSTRUCTED OF ONE OF THE FOLLOWING.-.,,..,.,,.�..., w,,...,,.u.,w.,,..u......,,..,.,...x•. A`/r< AA�^A >� t/ ,N � ,.....�.°,,. ZONE 1. HDPE PIPE WITH FUSION --WELDED JOINTS (PER AWWA C90fi); m ��w���� Y_ ��° ,` � ��d ��° �� KEVINBERRYHILL 2. DUCTILE I I I BITUMINOUS ; �.�.�.,.__�.�._.�.�,----�,.--_DED STEEL PIPE -3 A / � �� � � LICENSE N 0: . DIPPED AND WRAPPED ONE— FOURTH— INCH —THICK WEL �.�ro �� `s 7 41 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); ORm / d� AAA, `£ a' r DRAFTED BY: CHECKED BY' • REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA f DVS (C300 OR C301 OR C303). low 9 DATE: 08-14-2018 2 IF THE SANITARYICIRMIN.G.....15EL—ON—THE WAIESAALN DOES NOT MEET THE : 21ARALLEL CONSTRUCTION JOB dog REQUIREMENTSI I I T :, ---- EIGHT FEET FROM EITHERI I I NOTE:BE CONSTRUCTED AS FOR ZONE C. I I I I ♦ 1” ZONE "P" IS A PROHIBITED ZONE. ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REGULATIONS,SEC11ON 64572 (a) CALIFORNIA CODE OF TITLE 22. REDUCEDENLARGED LANS. SHEET NOT TO SCALE D2 D2 WA'wI"ER MAIN SEPARATION RECORD No. 15 OF 24 PA RE I.. SL -0104 —01 05 SL -0109 100 c: ci a _�� 4!-0 = jE -& o m 5 oC�1'8 t M FS' CL -M , 32 DIA 32 DIA-ld PROVIDE BARS EQUAL IN m _- a L_ -00 0> > cv o *u- wa c*= or - M uj 'D, ;2 w tn.,: -2 0 > a� TOTAL AREA TO REGULAR <w c 00 -,6 6, 'D.5 0 _0 16 DI 0 0 �_ 32 DIA 0 0, 4E 0 0 a- -2 uj REINFORCING INTERRUPTED �2-1 S i �ap: =0 i = co: `8 -Z 0 _-5 -0 00 BY OPENING. PLACE ONE 5 a 0 "o 2'z�-s M Ec`o I� , " I I HALF TOTAL AREA TO EACH L_ L_ 0 �lmmrmpll=mwlmmmkm7 0 - = v 0 4 D D B -c- 0 r- o (n 0 0 — EDGE OF SLAB 5-#4 0 4" CCTOP SIDE OF THE OPENING. _j c 3 c 0 rd M v 0-2060. > 0 40 16 DIA -4-- CL 101-.v r:E-2 1:110— 0 2 4 12" MIN L_ _a a 4 L a) 0 I ONE Qom? ' 0( -oE 13 c* w EXTRA BAR EACH 00 > E w o 0 T ou I - A CORNER PER LAYER OF >, 32 DIA -zo- 2: Cc: E a coon ,g,, A REGULAR REINFORCING L_ �tw o iuj E ING OPENING —NrEPE o- 0 ou m =3 0 OPEN0_0 0 6 c = 0 ±� a 0 UQUELE., OEM L_ C Q Ld , — 0 CL_ CD .0 CL CL -0 a) rr u u 32 DIA 32 DIA 16 DIA —1 12" MIN EOR 9EENIN j. 16 DIA 4A 12" MIN 4-#4xV-0" 0 6m CC, TOP LAYER 3/4- BELOW ------------- - BAR LENGTH DIMENSION OF STANDARD 90* HOOKS, ALL GR� ADES F STRENGTH (PSI) RECT. - - ------ - -- CIRCLE OF CONCRETE wman., OPENING --------- --- - ---------- OPENING OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 mark JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 . . . . . . . . . . . B R UIRED LEN OIRLAPPED Si_LJCE TH FOR TOP BARS AS SHOWN IN CONC. PROJECT NO: ---- REINFORCEMENT SPLICE TABLE. ----------- m EQR QPENINd 4 TOP OFSLAB 4 THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS A FEET DO NOT RETAIN LIQUID OR SOIL z EDGE OF SLAB E-EXTE IOR CORNERS NOT TO SCALE NOT TO SCALE INTERIOR CORNERS W 0 .5 1 CONCRETE OPENING REINFORCEMENT REINFORCEMENTS NTH NO WATERSTOPS D3 INTERIOR AND EXTERIOR CORNERS D3 WITHOUT 'LIQUID OR SOIL OWN SL -01 06 SL -01 21 SL -0122 22 HOOK D CONSTRUCTION JOINT DETAILING A OR G DETAILING 110 DIMENSION DIMENSION 4, D d Db = (1) BAR DIAMETER A- 1, a , I'd 4Db OR 7*1 1 7; _9 A Db = (1) BAR DIAMETER D CIS! D = FINISHED INSIDE BEND DIA. FURNISH AND INSTALL MIN k t V_ < I , 114, 1 * 1, q�l " - I , co D = FINISHED INSIDE BEND DIA. D = 6Db FOR #3-#B . ....... ELASTOMERIC SEALANT d D = 6Db FOR #3-#B D = 8Db FOR #9 -#ll IN GAP (SEE NOTE) 4z.�- a 1 is w 0 .40 D = 8Db FOR #9-#1 1 D = 1ODb FOR #14 AND #18 I 5Q -DEQ. D = 1ODb FOR #14 AND #18 - - - - - - - - - - - - - - - - - - - - - -- - - --- - - - ----_----- DIMENSION - - ---_---_ - OF STANDARD 180* ALL GRADES HOOKSIO'd DIMENSION OF STANDARD 90* HOOKS, ALL GR� ADES CONCRETE STRENGTH (PSI) LLJ � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI wman., MORE THAN 24 DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 mark JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 AL N E: ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH "SIKAFLEX TYPE ONLY NTH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 0 1-- 1-- < HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND Qo V) APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT ISI 11 Ljj Ili r 0 c < --- - - - - - - - - - - - - - - - - - - - - - 1 KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. + 1% D 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF if THE CONSTRUCTION JOINT LENGTH. D D-4Db (TYP) 4Db or 2-1/2" MIN. Li ---------- !LF 1:12OX em - __ - ------- - _-_ - ---- - - THICKNESS OF SLAB OR WALL '$At# NOMINAL KEY SIZE DxW - — - - - - --- - --- ------------------- Db . .. .. .. ........ ................ CONCRETE STRENGTH (PSI) LLJ � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI wman., MORE THAN 24 DVS MJB REINEORCEMENI 6ERK *�� _j cn u—i z uJ 0 LL_ Of NOT TO ';(.Al F NOTTO CALE IX uj 0 ui �!e D3 CONCRETE LONGITUDINAL JOINT D3 CONCRETE JOINT SEAL F-- < < m #3 TO #5 6Db Lj_ OR 2 1/2" MIN J. 61 SL -0124 0 #6 TO #8 12Db n n HOOK HOOK 50Db #6 AND SMALLER 61 CL A OR G A OR G 62Db #7-#1 1 j i i 9Db OR olp D 6 M Ax. 0 Z > Z Z 0 OR 0 Li S can z 2 z --------- cu 82 00 Lo 1/4"xl/16" SAWCUT JOINT (o uj uli uj Db U z t U.1 Db La :2 D Db Li ZE D MAOT REBAR aEUQE (CAULK AS REQ IRED) E G 0 2 ffuo w 1• A o "Cc Al CL 44 L A vnfl BEAM BEAM BEAM 20 -UE 135 -DEG 135-QEG emoo"D unnvc cirmuir SPLICE LENGTH - — - - - - --- - --- ------------------- Db . .. .. .. ........ ................ CONCRETE STRENGTH (PSI) LLJ � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI wman., IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 mark JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 AL N E: ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH "SIKAFLEX TYPE ONLY NTH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 0 1-- 1-- < HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND Qo V) APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT j 0 — Ljj COMPLETELY. r 0 c < REINEORCEMENI 6ERK *�� _j cn u—i z uJ 0 LL_ Of NOT TO ';(.Al F NOTTO CALE IX uj 0 ui �!e D3 CONCRETE LONGITUDINAL JOINT D3 CONCRETE JOINT SEAL F-- < < m #3 TO #5 6Db Lj_ OR 2 1/2" MIN J. 61 SL -0124 0 #6 TO #8 12Db n n HOOK HOOK 50Db #6 AND SMALLER 61 CL A OR G A OR G 62Db #7-#1 1 j i i 9Db OR olp D 6 M Ax. 0 Z > Z Z 0 OR 0 Li S can z 2 z --------- cu 82 00 Lo 1/4"xl/16" SAWCUT JOINT (o uj uli uj Db U z t U.1 Db La :2 D Db Li ZE D MAOT REBAR aEUQE (CAULK AS REQ IRED) E G 0 2 ffuo w 1• A o "Cc Al CL 44 L A vnfl BEAM BEAM BEAM 20 -UE 135 -DEG 135-QEG emoo"D unnvc cirmuir SPLICE LENGTH - — - - - - --- - --- ------------------- Db . .. .. .. ........ ................ CONCRETE STRENGTH (PSI) V A= � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI wman., IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT ................... ............... 4-4:59 5 A 3: IV , " 1 1 11 6Rt! A Al, 4 ri 7' _Lc)w do if lvb 0 4 411 A E 00 Lu -doe r. ON 'a ui 0 Ar A Tj NO WATERSTOP OR DESIGN ENGINEER: (TIE BENDS SIMILAR) NOTE UVVr-L MV UU111 KEVIN BERRYHILL LICENSE NO: 1. SPLICES SHOWN ARE CLASS B SPLICE -70A 1 1; f y__ 60ksi fc=4ksi. SEE CHART FOR 'DIFFERENT 135* SEISMIC HOOK ............... wsm V A= � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 mark JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 TYPE ONLY NTH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. 0 f y__ 60ksi fc=4ksi. SEE CHART FOR 'DIFFERENT 135* SEISMIC HOOK ............... wsm V A= � CES ASSUME THE MODCATION FACTORS 2. SPLIIFI 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 &H JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 TYPE ONLY NTH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. f y__ 60ksi fc=4ksi. SEE CHART FOR 'DIFFERENT CONCRETE STRENGTHS® DRAFTE BY: CHECKED BY. CES ASSUME THE MODCATION FACTORS 2. SPLIIFI 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SEC11ON 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCON11NUOUS AT DATE- 08-14-2018 CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. ACCORDANCE NTH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 TYPE ONLY NTH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. 0 UHIGINAL UALL bHU WN Iti ONE INCH. ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE REDUCED OR ENLARGED PLANS. 4SHEET D3 REIN � OR(;%EMEN T BENDS & SPLICES D3 (";*'ON CRETE CON OL JOINT 16 OF 24 CITY RECORD No. ro -� •>"`46"- c o of ®0 _2 o - ®-c-"`' ren wC uj 0p>,`p � cCm2-9®i > w <uj®� as a'i 6, as u' ,� a� [l. 2 t—cn— aa�� CL W c Q,_ PIPE STAND CL Q .5; HSS 4W0/8" » 41. tri C> C7 V-y—� *' GALV TUBE, HOLE MOUNTING BRACKET J P1000 UNISTRUT WELDED CONTINUOUS Lo (n<= 0 , SPACING IS 15' MAX OR 15' -2 41 0.00 w I I TO BEAM. TOUCH UP GALVANIZING (2 PLACES) OFVALVE ! ci - Po THICKVALVE COLLAR NOES. t 1/4" END CAPGALVANIZED! ��ti.s �a) �- co 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE MID.) 51 -KAP OR LINES SLAB, CONSTRUCT 18"Xl 8"X6" PAD UNDER ! �— 5C c U—BOLT CONCRETE COLLAR 2-1/2" AC w E x"a SOP pc SENSOR CABLE SUPPORT. Z� r_' 0 L_ co C>: - MATCH (E) SURFACE FG ELEV. • C)c c UNPAVED AREA txi Ca .� LL t w AaDIFFERENTIAL PRESSURE TRANSMITTER SHALL BE ROSEMOUNT 2051 OR 3051 WITH 4-20 MA XIDISPLAY, 000 fa »' f f HOLE INCHES OF WATER RANGE. (2 PLACES) ,'' �,, ROAD MATERIAL VALVE BOX LID CHRISTY2"0 PIPE STAND 18 04 »3/16 APPROVED EQUAL STEEL PLATE 2'-0" »THROUGHOUT » 01 PVC OR DIP RISER » 5" Nl 3/16 TRACER WIRE 1/2 (FOR PVC U—BOLT OR STRAP IF` �.. _ IPE ONLY) » 00 LONG AROUND TOP OF NON—SHRINK' ! INCHES WELDED GROUT STEEL BASE SHAPE SADDLE TO CONCRETE SLAB MATCH SADDLE I D4 SUPPORT TYP♦ 0 ,— 3 NOT TO SCALE NOT TO SCALE 5 RESTRAINED JOINTS IP1001 UNISTRUT SUPPORTS 2 1 r%A AS REQUIRED D4 PIPE SADDLE D4 ON—SI i vALvE & 'VALVE BOX PRESSURE TRANSDUCER AND Si ND —4— EPDXIEDP1325 CHANNEL N CONNECTION $—on CUT CHANNEL AS 5 SEE DETAIL WHEN » » OC 6 NECESSARY AND SUPPORT PARTIALLY RESTS REMOVE LOUVER � ON VESSEL PADALTERNATE {USE H!L HIT—RE 500V3 EPDXY Pl 000 UNISTRUT OR EQUIVALENT) (SEE NOTE BELOW) f F�`61 2 LOWER F » MIN EMBED 0" �D4 SUPPORT t GALVANIZED TUBE 1/8 WELD PLA*rcPLATE TO BEAM 1 ALTERNATE '*A* IF ds r l` Ld _j PIPE SUPPORT __j 5/8" 316 SS ANCHOR BOLTS(4) FOOTING PER PLATEs INSTALLED W/�° s \F fir' sLd V. I ! PLACE 8" TEFLON PAD BETWEEN PIPE AND (E) GAC VESSEL LLJ f $ A EQUAL.FOUNDATION 2. MODULAR FRAMING COMPONENTS SHALL BE (4 REQD) MINIMUM BAR LENGTH 24". Lu >_ _j BEND BARS THAT DON'T FIT IN F001ING I,_ (APPLIES WHEN PIPE SUPPORT Lu n 3: ::) _j INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES S OFF OF VESSEL PAD) D 1 0 ! L FEET ! !OUTS _ v .._, 6REFER TO DETAIL 0 6 1_1/2" - l'—O"6 1-1/2" = l' --O" NOT TO SCALE uj ( 6 7 0 uj M 5 � ��e 4 TIERED PIPE SUPPORT "LOWER SUPPORT D4 < TIERED PIPE SUPPORT TIERED PIPE SUPPORT F001ING :7D4.0/) TIERED PIPE SUPPORT PARTIAL FOOIING < m ALTERNATIVES u - PI -0507 DIMENSIONSCASTIRON PIPE SADDLE THREADED PIPE CASTIRON ADJUS11NG NUT CL CL co 18" olvjj DESIGN ENGINEER: THREADED A O]V KEVIN BERRYHILL PIPE LICENSE NO: A I]V]4 OR .._ 70415 CHECKEDDRAFTED BY: AVS J EXP (4 REQD) 00 12" DATE: 08-14-2018 " J : 214318001 ,zyp,#-..........- ..> _ V t V 10001- GROUT Id " 3 4 >0 18$ �" to a NOTE. ! `OUCONSTRUCTTSIDEORIGINAL SCALE SHOWN IS » » » PAD UNDER ONE INCH. ADJUST SCALE FOR I REDUCED OR ENLARGED PLANS. SHEET8 A D41 D4 ADJUSTABLE PIPE SUPPORT 7Y RECORD No. 17 m 4 F 24 i~ ,,, 1 • ■ � I I� i�ll� �I fco 00 fce ........ .... E 0 0 12) ff Lo. > u W C) IRL !Ei can OF Ld pll� III IIIIII I I '�� VIII `ISI III Illi 111111 �' I �IIII 1 CASTIRON ADJUS11NG NUT CL CL co 18" olvjj DESIGN ENGINEER: THREADED A O]V KEVIN BERRYHILL PIPE LICENSE NO: A I]V]4 OR .._ 70415 CHECKEDDRAFTED BY: AVS J EXP (4 REQD) 00 12" DATE: 08-14-2018 " J : 214318001 ,zyp,#-..........- ..> _ V t V 10001- GROUT Id " 3 4 >0 18$ �" to a NOTE. ! `OUCONSTRUCTTSIDEORIGINAL SCALE SHOWN IS » » » PAD UNDER ONE INCH. ADJUST SCALE FOR I REDUCED OR ENLARGED PLANS. SHEET8 A D41 D4 ADJUSTABLE PIPE SUPPORT 7Y RECORD No. 17 m 4 F 24 i~ ,,, fco 00 fce E 0 0 12) ff Lo. > u W C) IRL !Ei can OF Ld 1 cwn to co ui CASTIRON ADJUS11NG NUT CL CL co 18" olvjj DESIGN ENGINEER: THREADED A O]V KEVIN BERRYHILL PIPE LICENSE NO: A I]V]4 OR .._ 70415 CHECKEDDRAFTED BY: AVS J EXP (4 REQD) 00 12" DATE: 08-14-2018 " J : 214318001 ,zyp,#-..........- ..> _ V t V 10001- GROUT Id " 3 4 >0 18$ �" to a NOTE. ! `OUCONSTRUCTTSIDEORIGINAL SCALE SHOWN IS » » » PAD UNDER ONE INCH. ADJUST SCALE FOR I REDUCED OR ENLARGED PLANS. SHEET8 A D41 D4 ADJUSTABLE PIPE SUPPORT 7Y RECORD No. 17 m 4 F 24 i~ ,,, I O q NG r > r DEEP a Q4)®U nom, -.MALE TUBE CONNECTOR I_ RECTANGULAR POLYETHYLENE TANK WITH INTERNAL FLANGE 2-1/2" ANGLE VALVE W/ CAP o >:�i '>C' a a In 8 ui NPTMALEzcfjr. "'-••µms— axo T___r7_T AND HD US PLAS_nCS/TAMC0 FEMALE CHEM OR EQUAL 00 �. ' L5 Co o =�TUB NOTES 10 3/8" STAINLESS STEEL Cc vi Uoua (GRAINGER COIL—TUBING 1SHALL BE SAF—T—FLO mux ®` n °, oo OR APPROVED EQUAL 39 PORT CHAMFER I I a — craa'o2C>F— ui ASSEMBLY OR APPROVED -4-1 w 11Z' RAD CPO: �' coLd as 0 0 m12 53 2. TUBE CHAMFER SHALL FACE LL. i_ LD Lu UPSTREAM. LLJ _X QQM,ERESSIQN, ADAPTER21 zp'�cc= 00 ' °ao.o xx (McMAST 1 , HEX Y} BRASSI 1 Ty. MALE.m33 OR ... ! CLASS ! ' PE G/ x 3/8" COMPRESSION EFFLUENT GRADE E ANSI/NSF 61 o o -s' 0 I ITUBING . ...... 99 (0D^ 3/4" HALF COUPLING ,}COMBINED f; 1/2" RAD. GALVANIZED3/8" CARRIER & THREADED FLANGEITUBING FROM BALL VLALYE FG COATED STEEL STAND CHEMICAL 1/4!" T, FEMALE >s x ,' NIPPLE : FEET 1/4!" TIS L TMINIMUM 0 1cn uj NOT TO SCALE 4 D5 NOT TO SCALE SAMPLE TAP CHEMICAL INJECTION PORT D5 CHLORINE INJECTION D5 WH.AR� HYDRAN 12 i U3 ,6 o "9 5 7 4 4 n i EQUIPMENT SCHEDULE ■ DESCIPTION l SERVICE SADDLE, BRASS MUELLER H-1 3400 SERIES OR EQUAL _,' CORPORATION STOP, 1" MUELLER 825005N OR EQUAL IIR a iiiPw TUBE R DRAWN 0 1" STRAIGHT COUPLING PE—IPS X MIP MUELLER H -15426N OR EQUAL 1" ANGLE BALL VALVE FIP X FIP MUELLER B -24285N OR EQUAL ! ► NIPPLE BRASS Lij 1" STRAIGHT COUPLING PE—IPS X FIP MUELLER H -15456N OR EQUAL ! ■ I SS lE Of ■ w # COMPRESSION TING i _S_ MPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE QUALITY ACONSTRUCTION 'b l SOURCEISTEEL COMPANY SS HOUSING ASSEMBLY,4"0 X B OR EQUAL _,' I OD SS TUBE ob 0 COMPRESSION w _ w 92 Lij LAJ Of I WATER _S_ MPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE QUALITY ACONSTRUCTION DESCRIPTION SOURCEISTEEL COMPANY SS HOUSING ASSEMBLY,4"0 X B OR EQUAL _,' I OD SS TUBE BALL VALVE, w.... COMPRESSION w _ w 92 CL WATER I copp F aQ TA Cz: :3 x1 > u • filofl F Q LLJ 4p r-- ENGINEER:co aw o]Vb CL am ojv DESIGN olqy,4 KEVIN BERRYHILL LICENSE NO: t 7041 DRAFTED BY. CHECKED BY* DVNUES S MJB 1/2 BOLTSI I DATE : 08-14-2018 J : 214318001 DRAIN2. PEDESTAL SHALL INCLUDE IN BOTTOM. PROJECT . ---- CONCRETE BASE FILL BOTTOM 6 INCHES 0 1,3 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCEDLAG PLANS. 5 SHEET D5 D5 WATER QUALITY SAMPLING STATION{ 18 OF 24 J C17Y RECORD F i Lij CL WATER I copp F aQ TA Cz: :3 x1 > u • filofl F Q LLJ 4p r-- ENGINEER:co aw o]Vb CL am ojv DESIGN olqy,4 KEVIN BERRYHILL LICENSE NO: t 7041 DRAFTED BY. CHECKED BY* DVNUES S MJB 1/2 BOLTSI I DATE : 08-14-2018 J : 214318001 DRAIN2. PEDESTAL SHALL INCLUDE IN BOTTOM. PROJECT . ---- CONCRETE BASE FILL BOTTOM 6 INCHES 0 1,3 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCEDLAG PLANS. 5 SHEET D5 D5 WATER QUALITY SAMPLING STATION{ 18 OF 24 J C17Y RECORD F i aui 0 a _i - C A= r - _- - - - - - - - - _r- - - See stondord Q cm 1 I drawing SW -6 LIJ 0 0 -4., 4.0, ox I GNU t 4� kr frome and CP V 000 > (L).= Q a "lle Nffet ov 1_4 r – – – 1- 4.5' in. Iffiere iWoming and oulgakg cover detalls 5 6 C6•a, Q) Lu .. 0 V, Q 0 I Sewers h a manhola vary in a) a CL LLj E size, Mend lower holm of 0.+� V) Me upper poiWons of incoming 1 ;5 y sewere do" boyand 00 C, \ I Li- (D Ld OA -k bdda of wa# ond shape and outgoing sewws sholf be .– � :5 W . 02 4d Fr. it thonsition chonnel bet"Womm 5haff removed and the broken edges I C (n-0 W- "1 0 04:_ U.- 0"' 14: ;z "le 4. 0, &a - - - 1 V)<, 0 L_ %0 -C E .0 CL Zr) Q_-0 0) —1 LE] 1:1 El ED' wds of lower holvas of poes, shall be plastered smooth with Li Li, E 10, 14: 1 1 cement Martz y _(�5— 05 'o El E10 El 0 El 0 El F-1 I I 'd U) �3 C (1) 0 > 0 Q> C,=:E -2 a! Mere ftoming ond outgMg > D_ A ch W L_ _0 5 — (Vol Li Li Li El El El ED -1 0 1:10 of -0=) rot 7EE ME 4:8 91 in a monhote are 0 co I -a .1 0 0) , 1; the som ' neter 00 0 E -10) 0 CD 00 e dw the top > C 22 112*ELL !�tt k-,? >,,-D -4- 4� r -11T Ej half of PO shag aul 40' y be ------------- - 0 WATER I -0, c L5 -- Irdet I (1.2m) Ui - 4_1 Li remowd between woAs and KV 1 LLJ CL C-1 19 6h::::� #0 R68AR plostaw smoov? wh L_ Cn U =3 U cement mortor. 3 A- TOP WEW Note., PC C dab not to be j - PLAN AT SURFACE 8:2� PLAN AT 60 TTOM poured until par is. in place Uj - PLC C slob not to be poured until . ..... lab and Ad s th placa 5 paMg i VAL VE ANCHOR R= a,5 to be 41 f25 0 to 02 12 0 RAD belnew rbMed po*g. 00 CAST IRON UD T Eow "CITY Or RAKERSR PAWMENT, CONCRETE, A d ELD WA 7E 4� 6 TMCA L OR LANDSCAPED _F 8 o Min. RNISHED ORADE SECTION 4 .. .. . ................. _j NOTES.- 1200 CAST IRON SUPPORT RING :ge 7'. Lr M V 2 -1 Mortor, •2.1 Mortar, N 0 TES. 4 A# work sholf confxm to ffie w#kvble sections of ffie 90* ELL, Dry Pa*ed Dry Pbr*ed CROSS *edfloations entitled "Standard Spedrkations, State of Callf=,F4 DWr#mt of Tran*?tddtkn* opprowd 2 0' via. t N1 work shal conform to the applicoNe sections REDUCER current emion. of the Wkations entitled *Standard Spwifications, State of Calffibmia, Department of Tran sportatim". SA WCUT A. C. install 2. A# unfifed manhoie iWits sbafl be AW with Kant THRUSLT BLOCK SCHEDULE (7WOM CUM( MIUM. BEARING AREA W SQUARE FEET 1W A in de must to n & morred and eatly r*d or wood on 1 2 Mortar shall consist of one pad Porflwd Cment NEW of POO. and two parts of dew, we# graded sand J Pre cast rektorced manhole sections shall be consftcted Poe Diameter 3 JMls shall be Med with mortar and neatly cleaned •`accotvance Pith the proviWws of ASTM C-474 it? Y27fe$ or w4W on ins* of Poe. flu= cliffent edi itkn, install 2. A# unfifed manhoie iWits sbafl be AW with Kant (7WOM CUM( MIUM. seal or opproved black mosbc equal. Inside of moboles A in de must to n & morred and eatly r*d or wood on 1 2 Mortar shall consist of one pad Porflwd Cment of POO. and two parts of dew, we# graded sand J Pre cast rektorced manhole sections shall be consftcted Poe Diameter 3 JMls shall be Med with mortar and neatly cleaned •`accotvance Pith the proviWws of ASTM C-474 it? Y27fe$ or w4W on ins* of Poe. z 0 cliffent edi itkn, C/) 4.0$Dia e 4. Pro cost rMforced manhole sections shoff be 4. Alf sewer monboA?4 for seww lines low ffion 18* constructed hi accordonce with the praiisions of Uj X dl=eta sholl be lhvd with "r -tock' or approved equal AS C-478, current eiffion. 4 O'Dio. f'"WIAMAD M1114 Chng be r4#1104 With n MhW1,0 h1aMPDiAd r~16nirl*^ I&"Id be in a ti t m A. curin? campound as per section 90-7 018 of Oe 1) ARE stodard dr ti of the mah line whenever possVe or as TO BE HELD IN PLACE ALL VALUES, F7MIVGS, AND OIRECTIONAL CHANGES directed by the aty Engineer BY 0WCRE`7r THRUSTS BLOCKS. A + 6 See standard dmwkg SW 6 for fmme, comr, and 6 A# itansfilons between po inverts shall be a e is ajjx 2) BEARING AREAS INDICATED ARE7,8ASED ON ALLOWABLE SOIL PRESSURE OF 15W PSF- monhole mais, smooth wffPed surface, NO TE.- J) CONCRETE IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY SE IN sewer M sew 7 A# chonnels besmooth ftsfied Wth steel trowel I" in dbmeter, shol/ be 67ed with --- nt4j$H CONCRETE SLAB 114 CONTACT WTH FITTING. 9Wf sho# be broom fpMed kr sfo resistanca 4. 0 0 lin larg fh 7 -tock" of oparowd equal BELOW A.C. PAWMENT • 0 4) THRUST BLOCKS SHALL 6E POURED AGAINST UNDISTURBED SOIL. + ki ffA( NT A6 5) JaN TS SHA U j9E KEP T CLEAR OF CONCRETE. FILENAME $W-2REV -4REV a. MEN SW 14 0AX DAIE 6 774RVSI'IXOCKS SHAU BE aASS PB- CosVoRrjr HAWNG A MINIMUM OF 5 SACKS 1. 6/2/99 6/2/99 1�0 # PORnANO CEMENT (470 LBSICY) & A MINhWUM UL77MATE COMPRESSIVe S7RENG7H OF 3000 Psi- STANDARD DRAYS icu 5.67' STANDARD NAM k %1. 4690 OeMMM. SHAW MANHOLE SECTION SHAW MANHOLE WATER RESOURCES DEPARTMENT WATER RESOURCES DEPARTMENT Scoa MANHOLE SCALE N.T.S. CITY OF BAKERSFIELD, CALIFORNIA TYPE "A" TYP E "B" SHM W. r'S r--. CITY OF BAKERSFIELD, CALIFORNIA APPRO�w APPRMD SHM "M Agg Wtv SEC T70N Cfff Of= BAKEP09MD d THRUST BLOCK DETAIL CAUFORMA SW -2 CIITY OF- BAKERSFELD SW -4 VALVE BOX DETAIL CAURDRINIIIA �w namm PUSUC 1W)RKS, DEPARNENT PLAX hloAPPROVW: PIA'M CM EMANW. PUBLIC WORKS DE I PARTMENTj ........ _j 0 D., W-2 A A ES REV. 9-16-114 E_ WATER R R( Ar W left TE REV. 3-22-16 111111118,18mom ....... .. .. ....... .. I L)6 1 D6 6 (OFF—SITE PIPELINES ONLY) ff LLJ V) LLJ U) .44 2625" to' 0$ 25. 105*Lli < 15' 0 6-25 f%75" 0 OU T TER U) UJI CEN TER STREET Lij 1,375" Sa0 0 AOWUNE PIPE TRENCH RIGHTY-OF-WAee Ddl A 17 Jo" 4.3 A �U4 11 SEE 2 < PLAN TYPICAL oFA -M'7 w T loV Uj r �7g 0 " 20' CO < Ld po �r- U -i 0 V) 32.5 < SECTION B-8 F_ 46 SEC77ON A -A f1f NA17VE BACKnLL COMPACTED TO V) Ljj 9OX RELA 77VE AT MAXIMUM DRY X :�e cr_ a5,, DENSITY, EXCEPT AS MODInED BY 0 Uj Uj 1.0"pact em SPEC!tAL PROVISION. Snote I lettem, 0.1250 ee t 95X WEN IN STREET R/W < 115M self NO to* Dia, M &ON?g b147d pick ---- 20,pattem center hole METALLIC PIPE IDEN77FIER TAPE, L1_ hole lettffs, 0, 125- 0 M ho A A SELECT MA MWAL COMPACTED TO SEVVER 1615X RE"flVE DENSITY. Notch lid to Sft note 11. rad pick hole 10- pottem, 12625"pattem TRENCH ZONE COMPACTED TO to,pattem lettem 0,125" leaws, am" 85X MIN. RELA 77VE DENSITY MW4 0125* high Location for T 0 14ANHOLE CLEANOUE ; 0) country of origiri M to 00 LO EXCA VA TE TO Ot EA R PIPE BEL L MIN. NO TES. E 0 T 4 1 All frames and co ms sholf be tested for accolacy ou- MVcbln :3 X f #1 e end sholl bmarked in seis prior to deliver ad PIPE aD. 0 0�31 ul- CL 2 7he is of harnes and boothig to= of the covers 3: con 3: shall be machined for a smooth non -rocking fit between 42# MhV/MUW FOR 120 DIAMETER MAWS & SMALLER W LO OR LARGER THAN 12' DIAMETER PIPE the two costings raper Cow 48'* MINIMUM P1 00 j costihg$ $ho// be thorovoly cleoned and doped twke**6" MINIMUM FOR MAINS LESS THAN 12* DIAMETER —1-41' in 0 qvkk-dy1hg, *t -#/ac* ospholtic campond to Frome 12'" MINIMUM FOR MAWS 12" DIAMETER AND GREATER 0. CL proWde a protective coating. A All 1lomes and cavws shall be gray cat iron, free DETAIL "A DESIGN ENGINEER: from warps, crocks, holn swells and cold -shot and KEVIN BERRYHILL sht7// how a werftolke fihih. N" ay looding should 19. The 20" pattem leftws on the manhole cows -0 -WAY 14HEW POSSIBLE, LICENSE NO: be HS L 20-44, shall how one of the following da*ations.- DRAIN or 2WR 1) WATER MAIN %1AU BF LOCATED 2' 4 Ir ROM RIGHT F 7 I F, 041 5 bl 5. Castbg all fto the pros f the iati1 shconom mmovecffeom 0. Assemshall be designed for highway loading of HS 20�44 2) IN PAVED AREA MINIMUM COVER $HALL BE MEASURED FR.aW LORESr GUTTER . for pray-kan cast"L N. 1 9, sWal &*ation ASTR A-48 y FLOKINE GRADE. DRAFTED BY- CHECKED BY: (latest reiislm), aoss t0o, jW it 2.0" x 1.0" olamond mat 41 " dev. j) IN pA VrD AREAS DVS MJB FUNAW- SW-MEV spEaRCA77ONS FOR STRCET STRU07URAL SE0770N. OR DATE: 08-14-2018 6, Me name of the manufacturing cmpony shall be DAX 6/2/99 PAVEMENT PATCHINO SPECYnCA770N SHALL SUPERCEDE ASACKRLL AND on the undxWe of the cover COMPAC770AI STATFD� JOB NO: 214318001 STANDARD jW 7 Nonhole frome sho# wao not less than 120 lbs.FRAMES AND QUM PROJECTNO: ---- nor more than 250 lbs..The cow COVERS FOR SCALE M. SHAW1 WATER RESOURCES DEPARTMENT PHASE: all wa* not less thm 120 lbs nor more MANHOLES & CLEANOUTS N.T.S. than 200 ft. APPP&M SHM CITY OF BAKERS�FIELD, CALIFORNIA 0 CrTY OF- BAKBV*4EW SW -6 a Monhole cows shall how a self drahhig blind pick STANDARD PIPE TRENCH ORIGINAL SCALES IS CALFOFM bole uniess otherwise approwd by the City En in ONE INCH. ADJUST SCALE FOR my PUSUC WORKS DEPARTMENT ........ PROVED. REDUCED OR ENLARGED PLANS. W_ 1 SHEET RE _DEPA WERT DATE REV, I D6 D6 FOR ON—SITE TRENCHES 19 . OF 24 CITY RECORD No 0 Class 2 Portland Cement Concrete. Color and finish to match adjacent pavement S;7#CUt Existing 4 a a land Cement 4 44 4LConcrete ,: 4 4 JO* 3.0- 14 PA ..ECH_/N..RQA,Q MIXED LURFAI 0- M- REMM. # 8 A compaction of 909 shall be obtahed for a minknum of 6.0" below the Grading Plane, Depth 7" shall be h conformance with the folly In toble.- Traffic- Index T 55-65 5' zo - 80 20' a5 or more 25' 9. For Asphalt PaWng Notes, m Standard Spedol Provisions located in the SubdUdiska Design Manuaf Depth varies depending on the str is Traffic Index (TI). See Table '*B' Wow *Street LA Zone f K4 -. 711 TRAMC INDU DEPTH IIII R 30-50 u, 5.5-65 zo - 80 2,' 8 5 OR MORE 25' 0- M- REMM. # 8 A compaction of 909 shall be obtahed for a minknum of 6.0" below the Grading Plane, Depth 7" shall be h conformance with the folly In toble.- Traffic- Index T 55-65 5' zo - 80 20' a5 or more 25' 9. For Asphalt PaWng Notes, m Standard Spedol Provisions located in the SubdUdiska Design Manuaf - -------------------- -------- -------- -- - ---------------- f K4 -. 711 ���,��'��lllll ,�l��� � ,_ IIII R 0- M- REMM. # 8 A compaction of 909 shall be obtahed for a minknum of 6.0" below the Grading Plane, Depth 7" shall be h conformance with the folly In toble.- Traffic- Index T 55-65 5' zo - 80 20' a5 or more 25' 9. For Asphalt PaWng Notes, m Standard Spedol Provisions located in the SubdUdiska Design Manuaf M .. .. .... ....... ... .... f K4 -. 711 M .. .. .... ....... ... .... • ■ ■ -Q CD _O c: (o -0 0 c CL a (1) (D FE 'a ,;8 _ " w cn m Oj- 0 (L).9 0 co -'d c: c ) -0 c. - ED ch _c 0 -1., >0-- �-54-1 W�+, -0 0 a: U) 0 (D C: Eoovo>w 0 . c �40_ LLJ O -a " 0 >�� > a Ebw (n - 0 -1 L_ 4) 0 0 -0 Y) co c: -0 FINI%W GRADE O= C '0 :5 E -a NOTE51. -w a " Of m: C - _g-_ - = _$ a Luc: Q"oc-cn r_ E N' Y-1 0 c: W _r v C " 0 1. *0 CRMM WER ROAPKAY5 OR ANY OTHER 14ARD WRFACE, HATER PROTECTION UNIT cR -o E' `:L- cn d b= d:tf 4.0"(O.1m) MIT 0 x ALL ELECT'RICAL NRINO AND KATER LINES SHALL BE INSTALLM 25' ., 1 0- - a- FIN15HED 6RADE 4' A -r- 0 -S- -p 0 4 0 d_s 0 (0.16m) DEEP, IN A 5CHEDULE 40 PVC SLEEVE� SLEEVE SHALL BE 2 ....... ........... 4 (0.4�m) Lr- Z5 o U r SHALL RAVE I N cl- jR5 cn W w MIK DIA. FOR 110 VOLTS AND 2" MIN. DIA. FOR LON 4) <6 - L 11',j 4�, TIMES DIAMETER OF CXMIT I PIPIN6. ALL ELErTRICAL CONDUIT V w CL 0 CPO VOLTA6E. SEE OITY STANDARDS SHEET L-5, DETAIL H, > 0 (D c:t:;'z-o -5.c FLACE MAACOM NI MIN. cn 153 L_ -0 Q PLACE IRR16ATION CONTROL ROADHAY HARD5CAPE ry in t 5 4") 2. WERE THE RAINBIRD MAXICOM IRRI&ATfON SYSTEM 15 WAR THE MNN LINE MIN -,4 0 �g (n -0 t v 00 ct ARES WAR THE MN AT THE q 0'aO(X ---- ---- SPECIFIED, THE MAXICOM CABLE M6T NOT COME INTO CONTACT SLEEVE En DAVLED AW TAPED AT FINISHED Aal --------- X STREET 04 00 10'(3.OW INTERVAL5. RIC -HT -OF -KAY ONLY C-RADE - 0 HITH THE FOMR W`PLY OR VALVENIRIN6, LOCATE THE MAXI Js 0 ">/I�s r- C E 0 C uj Cu o_uj 0 COM CAME NEAR TIE MAIN LINE AT A 10'( LOCK FOSITION, 5 REOUIRED ON ALL A55EMBLIE5 w -av a w -t! Q� uj - -2 Vo _2 0 13'(0,45m) BEHIND 00NORETrE LOCATE AIRES AT THE -CONDUIT PIPIN5 13, MIN 005M) A50VE 15, MIN uj AB j 5, IF MORE THAN ONE LINE 15 IN5TAWJX> MR TRENCH, PROVIDE RI&HT-OF-KAY LINE tr- w CONCRETE SL SLAB PLAN Z -io 0= 0,5'(0.15m) HORIZONTAL AND VERTICAL SEPARATION, X 0- Q W dz C wft� Q (D 0 m 4a T BACKFILL 75 7 0 U- _u k_:�; w 4� ALL ?`VC SOLVENT (OLUE) SHALL BE #711 PRIMM 15 MAIN LINE > I 1� MINO RE01RED ON MAIN LINE ONLY)� (150mm NEK CONCRETE X 5. LANDSCAPE NO IRRICATION IMPROVEMENTS HTHIN THE 'I, c) 0 - DEDICATED 51REET RICA4T-OF-KAY MAY REWIRE AN OPEN STREET PERMIT. CHECK NTH ( ITY ENOINEERIN67 DEPARTMT (0,13m) FIN151W ORADE 4.0" (0.1M) CONCRETE THRtroT BLOCK PER UPC, t FOR REGUIREMENT5. FIN15HED 6RADE Xl TO INSTALL VARIOUS FROM KATER TO VALVES 6. IIHERE OPEN STREET CUTS ARE REOUSM METER' IRRICATION LINES ANP)OR HIRES, ALL STREET PAXHIN5 KITHIN ANIZEV PIPW 4 Fl I N65 R0A NA HARD5CAPE- "F91CAL THROUGHOT7r 114E 011Y R04T-OF-NAY5HALL BE IN ACCORDANCE HIV CITY EL90TRICAL.,,,C,0NC)UIT o." STANDARD ST -12 OR AS DIRECTED BY THE CITY EN6INMR. FOR LAJ;rvE, REDUCEP PRES!WRE 5AV<FLON 1. ALL IRRIOATION LATERAL, LINES SHALL BE aA% 200 PVC. Ttff W -AM >rS' ASSEMBL*v' (Oreater thon 2.0" (50mm) Via) N IF A LATER& LINE 6 LOCATED UNDER A HARD SURFACE, SCHEDULE 40 PVC, 15 REWRED� f* FORR NOTES: TURF W -AM NOTE5: b. *IEN THERE 15 A CHANOE IN FITTED DIRECTION, ALL IRRIOA11ON 4 BUBBLERS 1. Na CRO55IN& UNDER ROALMAY5 OR MY OTHER HARD WRFACE, 1. EXC XPT AS NOTED, ALL PIPING AND FITTIN66 SHALL BE MAIN LINES LARCiER T14M 20' ��) IN DIAMETER (RC55URE ALL ELECTRICAL NRIN5 AND KATER LINES SHALL BE INSTALLED 25' GALVANIZED UNLESS APPROVED BY THE % BACKFILL RECNEATION NO PAM DIRECTOR, LINES) SHALL BE SECURED P41TH CONCRETE THRUST BLOCKS IN (0.16m) DEEP, IN A 5C+EDUILE 40 PVC, SLEEVE. SLEEVE SHALL BE 2 TIMES IN U'� /&�, ACCORDANCE NITH MARPA67WZS RECO44MATION AND DIAMETER OF CONDUIT / PIPIN&. ALL ELECTRICAL OONDUIT SHALL HAVE 2' VIA. LE55 BRA55 FITTINGS NIPPLES 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR AS DIRECTED BY THE REUMATION AND PARKS DIRECTOR I" MIN. VIA. FOR 110 VOLTS AND 20 MIK VIA. FOR LOH VOLTAZE� HILL BEUNION5, N,� BA(,KFLL APPROVED EWAL BY THE RECREATION ANPPARK5 DIRECTOR. ............. N "\- SEE CIlYSTA)OARD SHEET L-5 FOR THRUST BLOCK DETAIL. NOT FLANGES, 2, SLEEVESHALL EXTEND 1.0'(0,301) BEYOND HADRSCAPE ON ALL END5 HILL USE BALL 5, AU MATERIALS %kL BE WX *0 FREE MOM IMPERF%TIONS q. ALL IRRICATION MAINLINES 2.00 IN DIAMETER AND LATERAL LINE 5� IMPROVEMENTS NITHIN THE DEDICATED 511REET R16HT-OF-KAY SLEEVE VALVES z LE�SG SHALL BE SC+MLE 40 PVC, IRRIGATION MAINLINES, OREATER MAY REWIRE AN OPEN STREET PERMIT. CHECK NTH CITY CONDUIT PIPIN6 f3F,,&56 FITTIN60 0 T14M 'TER SHALL BE TM PVC, SCHEDULE 40 OR k 1.01 (0.5m) 4� SEE APPROVED LANDSCAPEARRIOATION PLANS AND cn 2DO (50mTj IN DIAME NIPPLES A50VE HI c_+eST LEC-eW5 FOR SPECIFIC MOM RNBEfS, SIZE, LVANTIT'( EWINEERIWv DEPARTMENT FOR REWIREMENT5. FINISHED APPROVED EWAL BY THE RECREATION AND PARKS DIRECTM SPRINKLER H ORADE MANUFACTLP-En, AND PERFORMANCE REOVIREMENTS, uj IRR16ATION LINES ANWOR NRES, ALL STREET PATCHINC7 NITHIN FINI%W CRAM 1.01 (015m) 4. NiERE OPEN STREET CUTS ARE REWIRED TO INSTALL VARIOUS 10� ANY AND ALL CHANOE5 SHALL BE APPROVED BY THE RECREATION (PVB ONLY) 9ALVANIZED PIPE TO PV6 PIPE SHALL 5, ALL TRANSITIONS FROM C AND PARKS DIRECTOR PRIOR TO IMPLEIvEWATION. CONCRETE7 15'MIK THE CITY RICA4T-OF44AYSHALL BE IN ACCORDANCE HITH CITY 15, MIN, 11. ALL IRR16ATION INSTAUATION SHALL BE IN ACCMANCE NTH 771xx STANDARD 5T-12 OR AS DIRECTED BY THE CITY EN61NMR. (0,45m) (0.45M) BE CONSTRUCTED NITH 5aEVULE 40 F04ALE ADAPTER OR 1 FOR LARGE 5ACKFILI. AW COMPACT t Ll N APPRO`yTD MAL BY Tit RECREATION AM PAWS DIRECTOP, CITY STANDARD5, THE LATEST APPROVED EDITION OF THE UNIFORM TUW ACCORPIR73 TO CITY STA�OARD 5. ANY AID ALL OHANCSE5 SHALL BE APPROVED BY THE RMiREATION RA,SIN& CODE, MANUFACTWER'S RECOMMENDATION5, SECTION 5T-15. SEE CALTRAM SM5, AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. 6. A 6,0" (0.15W THICK, REIWORfXV C4INC4QM SLAB 15 20 OF THE STANDARD SPECIFICATION5, AND AS DIRE47ED 13Y THE FOR SMALL FOR SURFACE TREA114ENT OR 0.1\' x FEMALE REGJIFW FOR AL.L KATER PROTE-011ON DEVICES, MINIRM 1.6 AS PIPTXTW 5Y T�E RECREATION AND PARKS DIRECTOR TVW HEAV5 .6. 6, ALL ELECTRICAL IN5TAUATION SHALL BE IN ACWIRDANOE Pin UNIONS ADAPT RWeATION AND PARK6 CITY 5TANPA?Z*, MANUFAOTURER�5 RECOMMENDATIONS, SECTION CLEARANCE SHALL BE 15(0.45W ON ALL 51M OF THE 12. ALL MATERIAL USED SHALL BE NEK AV FREE MOM IMPERFECTIONS. DIRECTOR DEVICE AND A6 DIRECTED BY THE RECREATION AND PARKS 'R 20 OF THE STANDARD 5FECIFICATION5, AND AS DIRECTED BY THE 15� SEE APPROVED LANX)CAPE AND IRRICATION PLANS AND LESEN05 LATERAL L11we RECREATION AND PARKS DIRECTOR. DIRECTOR, 5EE CITY STAfVARD J, %M L-4 PLACE IRR16ATION CONTROL FOR SPECIFIC MOM IsIUMBER, 51ZE, WANTIIY� MANUIPACTURER, KIRM W.W THE MAIN 1. ALL MATERIAL USM SHALL BE WA AND F!P�E FROM IMPERFECTIONS. 1. ALL IRRIOATION INSTALLATION SHALL BE IN ACOMANCE NTH AND PERFORMWE REWIREME�S. PLACE MMICOM K -0 BUNDLED AND TAFM AT ALL ELECTRICAL INSTALLATIONS NTHIN PARKS OR N C17Y STANDA", THE LATEST ACCEPTED EDITION OF THE NEAR T�E RAIN LINE 10'f5,om) INTERVALS. :z 14. NO OTHER OMIT OR PIPIN& MAY BE ALLON!D FARKKAYS 514ALL BE INSPECTED BY PUBLIC NORK5 AT TIE Of a=CK LOCATE HIRE$ AT TtE UNIFORM PLLIMBIN6 C40E, KARFACII)REW5 REECOMMENDATION, NITHIN IfW16ATION PIFINS OR CONTROL LINE TRENCH. ALVANIZE50k, SM11ON 20 OF THE STANDARD SFMIFICATIM, AND AS "ITION. 5 0`6LOCK P051TIOR ELETRICAL %FERVISOR. A X, v DIRECTED BY THE RECREATION AND PARKS DIRECTOR. q. NO OTHER CONDUIT OR PIPIN6 MAY BE ALLO16W NITHIN ELECTRICAL TOVALVE5 MULTIFLE LINE5 OR CONTROL LINE TRENCH. FROM "A' r -R 5A0Kf=L0k4 AS 5r=MBL.-Y` METER (2.0" (50mm) and less) ANY AND ALL CKWE5 %IALL BE AFFROVED BY THE RECREATION AV PARK$ DIRBOTOR BEFORE IMFUIvENTATION. YA REVISIONS A REVISIONS A REVISIONS rc." 9 0'%IF BAKTRSFIELD C_ I TY' 0'� F BAKERSFIELD U I Y UF BAKERS V"'IrELD dd DETAILS FOR PIPING, DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR. POTABLE TRENCHING, AND BACKFILL WATER PROTECTION TRENCfilNG, SLEEVING-, AND BACKFILL -ow .. oft.- Lo� -%%, STANDARD .00, STANDARD STANDARD oor PLAN NO. PLAN NO. PLAN NO. 14 APPR(WED RCE'XXXXX DAll 14 APPROVED R.CFXXXXX D8 OF L-22 D8 L J -4 A- Lu (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS __j __j Lij ZD 0 NOTE5: (7) < I. AWLY SOIL AMDV�M A6 MR WIL TEST. Lij TOP MOUNT 2. ALL TREES %Oa BE STAKED NTH RIK 2D" 00" VIA. 5TAINLE55 5TEEL PFMSW%M Tf;L=ATW) LODGE POLE PINE. felOVE W<�ERY < LLJ TREE STAKES I" ALL PLANT MATERIAL DELIVERED TO Tfe CONTROLLER Ld >_ AUTOMATIC PRO.MTSITE NO INSTALL NEH TREE5TAKES� ENCLOSURE 5. C06MZT MOU10 AS REWIRED TO SEORZ PLANTS 5TABILITY CONTROLLER DURING CON5TRIXTION lWoTALLATION. 0 (D < Ld V) INSTALL TREE -5 ALONG 4. ARBOR TREE GUARD OR AMWYW EMAL 19 FEGUIRM ARC" Lli re) AUTOMATIC - o CL TOP MOUNT CL OF PLANTER ALL TREES PLMTW IN I" MM66� CONTROLLER, IL- -11%1 40 (100M) Z,�� 0 5TAINLE55 5TEEL N TW TREE TnW 15 0 < BERM REOUIRED 5� R= GUARD BARRIER 15 REQUIRED Nt 0 �ONTROLLER 50455EMBL'( ( ONTROLLER---,,, 5.0'(13n) OR LESS FROM W RAW WACE KACE BAWER P15TANCE VARIES RFACE I A) ENCL05URE PARALLEL ALON6 Tit EXA: OF RARD W m V) INCLUDE5 6FI 4 L T INAL 5TRIP5 HITH F,6 6. FLAMN& TABLET SHALL BE PLA(W 20 (�OfW SELOH O:f ER C) PLACAR05. FIN15HM GRAM WAR ROOT FOWATION AS FOLLOIA6 0 Lu I - TABLET PM I GAL. (3301 Q 3 - TAaZM PEIR 5 GAL �Iaq Q C) < _Opp f1\7 6 - TAMEM PER 15 6AL� (%h Q _j MIN. q - TABLETS PER 20(OhM) SOX < < m FIN15H INSTALL ROOT BARRIER 1, AW AND ALL MVIATIONS FROM THIS STANDARD WALL BE 6RADE APPROVED BY THE fWEAMON AND PARKS PIRECTOP, .............. PANEL$ PER CURRENT o u 0 6. ALL LAND%APE 00TALLATION SHALL BE IN ACCORDAZE NTH - MW ACTURER5 PLANTING (SEE NOTE 6) CITY STANDARM, MANFACTU14TR'S RECOMMENDATIOK AND SECTION 0 71F 11 P RECT BURIAL SPECIFICATIONS x 20 OF T�E ST*VAI�W SPECIFICATIONS. 00 0 CONTROL HIRE5 q. ALL MATERIAL USED %IALL BE WA MO FREE FROM IMPEWWTION5. E L*L6NT NI jjjQ7_ 114 F0QjQ2QARX� TO CONTROL 10. SEE APPROVED LW50APEAWWATION PLANS FOR VALVE5� SPECIFIC MODEL NMM?S, SIZE, MWAOnftR� AW Iowa a or 120-\/OLT 5ERVICE PERFORMAZE RfaIREMENTS, a- a - IN CONDUIT. IL ADD 2"OF DOUBLE atr HOOD CHIP MATERIAL FROM CITY'S om -1 0 PVC, LON6 5NEEP ELL - 6REENIKA6TE FACILITY OR APPROVED BOAL. or 0 FRONT VIEH 51ZE AS REOUIRED. 10 ojv 7N 0 KIND DIRECTION 0 c" 0.6 0 ? 00 MODEL 5B-2255 Xgro Lo to (5TRON6 BOX BY VIT PRODUCT5) E cq TREE OR APPROVED EGUAL TRUNK V) < 9 E 0 IRRI 57ATION CONTROLLER ENCL05URE TREE STAKE5 0 SUPPORT 14J en 3i LLj X c WNDER ME TIE N2454 OR APPROVED CL c) u' - EQUAL, 2 TIES PER STAKE, (!5 TIES AS NEEDW) 9�LTAKE C) > 5TAKE(5) :53a x a Lu Lao, 3t (SM NOTE #2 AND DETAIL JI) Ina: NOTES: V�Ka am TRUNK GUARD (n 5 UJ FOR TURF ONLY KATER Lfj co:� 30 PVC CONDUIT NTH AN EWL05M 5. ALL IRRI&ATION N5TALLATION SHALL BE IN ACCORDWE NTH 1. USE 50MLE L KATER BA61N 4.0" BERM 1 CONSTRUCT 05'650ftn) THICK,, CLASS T* COWCAETE SLAB AS CITY STAVA4�05, THE LATEST EDITION OF THE CALIFORNIA FLUMBIN6 F.O. 40' BERM (100 inm) REWIRED TO RECEIVE THE PEDSTAL MOUNTED IRRICATION CONTROL, CmEl AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF CLOCK. COMPACT OS'650rrvr� 13ASE TO qO% RELATIVE THE STANDARD 5PECIFICATIOW.), AND AS DIRECTED BY THE DESIGN ENGINEER: RECREATION AJV PARKS DIRECTOR, DENSITY PRIOR TO RACEMENT OF COWRM SLAB. 6. A I LL I MATERIALS SHALL 13E NEK AND FREE I" DEFECTS. CROM OF TREE TO 13E X KEVIN BERRYHILL 5. ALL IRRIOATION CONTROLLER ENCLO�RES SHALL BE TOP M%NT, 1. SEE APPROVED LAN750APE / IRRICATION FLAN5 ALL 0.5(15mm) ABOVE Fb� cut ROOTBAL LICENSE NO: OF A VANDAL AND HEATHER RESISTANT NATURE, MAltrACTURED (VROU6i4OUT) ci LANTIN6 TABLETS 70415 DE STAINLESS STEEL AND LESENDS FOR SPECIFIC MODEL NUMM;Z5, SIZE, NOTE ENTIRELY OF 504 6RA QUANTITIM MANUFA(�TUIRMRS NO FE�RFORMANCE FLANTIN6 TABLETS (SEE NOTE #6) DRAFTED BY: CHECKED BY. 4. POURED CONCRETE BASE - b"MIN. THICKNE55. EXTEND C04ORET 6* REMIREMENTS. Q6 I � _� � "I BEYOND OUTSIDE DIMENSIONS OF EWvLO9JRE NTS 1/2% SLOPE & ANY AM ALL CHANOfS I" TH15 STANDARD 5HALL BE A -, I I- 2x HIDTH DVS MJB FOR ORAINAC7E. APPROVED BY 114E RECREATION AND PARKS VIREOTOR PRIOR 2x NDTH VOISTURBED 501L -_ OF RwDvM5A&L DATE: 08-14-2018 TO ANY TYPE OF CONSTRUCTION. Qt- KOVTt�ALL TYPICAL SHfRUB ;9kT._AK,IhLQz., 291AIL FLANTINQ DETAIL JOB NO: 214318001 PROJECT NO: ---- REVISIONS r' -w- r Z-% REVISIONS PHASE: I' Y UF BAKERSFIELD ci I Y UF BAKERSH E'LD 0 DETAILS FOR TOP MOUNT STAINLESS STEEL DETAIL FOR TREE AND ORIGINAL SCALE SHOWN IS SHRUB PLANTING ONE INCH. ADJUST SCALE FOR CONTROLLER ENCLOSURE REDUCED OR ENLARGED PLANS. STANDARD STANDARD SHEET A T, � N, PLAN NO. PLAN NO. D8 OF 14 APPROVED RcEXXXXX DAIT OF 14 APPROVED RCE XXXXX DAIT, 10 8 D8 - (FOR REPAIRS AND REPLACEMENTS) ................. (FOR REPAIRS AND REPLACEMENTS) CITY RECORD No. 21 OF 24