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HomeMy WebLinkAbout6.1-1831WARNING POWER LINES O .- • - TBM ARM1 ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). TCP MITIGATION PROJECT AT WELL SITE CBK 36 STORM DRAIN PLA 5976 RELIANCE DR/VE BAKERSFIELD, CALIFORNIA PANAMA 91 CBK— VICINITY MAP 5916 RELIANCE DR NOT TO SCALE HARRIS RD NININWIld LOCATION MAP NO T TO SCALE QUANTITIES TABLE 18" RCP - -- ------------ --- -- -- ------ - - ----- - SHEET INDEX SHEET NO. SHEET DESCRIPTION GENERAL 1 G1 COVER 2 G2 LEGEND & ABRREVIATIONS 3 G3 GENERAL NOTES 4 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL 6 C1 HORIZONTAL CONTROL PLAN 7 C2 DEMOLITION & EROSION CONTROL PLAN 8 C3 SITE & GRADING PLAN 9 C4 PIPING PLAN 10 C5 PIPING SECTIONS & DETAILS 11 C6 STORM DRAIN PLAN & PROFILE 12 C7 STORM DRAIN PLAN & PROFILE 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 E1-36 ELECTRICAL SINGLE LINE DIAGRAM 24 E2-36 ELECTRICAL SITE PLAN TBM ARM1 ELEVATION = 363.45' USGS DATUM TOPOGRAPHY NOTE TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. THE STATE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. SITE BENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", ELEVATION = 363.45 FEET (NAVD 88). TCP MITIGATION PROJECT AT WELL SITE CBK 36 STORM DRAIN PLA 5976 RELIANCE DR/VE BAKERSFIELD, CALIFORNIA PANAMA 91 CBK— VICINITY MAP 5916 RELIANCE DR NOT TO SCALE HARRIS RD NININWIld LOCATION MAP NO T TO SCALE QUANTITIES TABLE 18" RCP 840 LF 48" MH 2 EA I mow` Job No.: 2143-18-001 File Path: G:\WM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBK036\GENERAL File Name: G1 COVER.dwg STATE OF CALIFORNIA_ NOTE: THE CON TRA C TOR MUST POSSESS THE FOLL O WING VALID LICENSES: CIA SS A NOTE: THE CON TRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCA VA TION. DATE KEVIN BERRYHILL R. .E. 70415 PROJECT ENGINEER 6.1-1831 CITY RECORD No. COPYRIGHT 2018 by PROVOST & PRITCHARD ENGINEERING GROUP INC. ALL RIGHTS RESERVED The firm of Provost & Pritchard Engineering Group, Inc. expressly reserves its common law copyright and other applicable property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of Provost & Pritchard Engineering Group, Inc. In the event of unauthorized reuse of these plans by a third party, the third party shall hold the firm of Provost & Pritchard Engineering Group, Inc. harmless, and shall bear the cost of Provost & Pritchard Engineering Group, Inc.'s legal fees associated with defending and enforcing these rights. PROVOST& PRITCHARD An Employee Owned Company 1800 30th STREET, SUITE 280 BAKERSFIELD, CALIFORNIA 93301 661/616-5900 FAX 661/616-5890 www.ppeng.com APP/40VEO BV: _ i_ Z' lc NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR STUART PA SON, R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR r6lt w eI ;l e ARf CHIANELLO, R.C.E. 70491, EXPIRES 9-30-20 DATE WATER RESOURCES MANAGER APPROVAL RECOMMENDED BY: WATER RESOURCES DIRECTOR TCP MI TIGA TION PROJECT AT WELL SITE CBK-36 BAKERSFIELD, CALIFORNIA 8 2r / j/ DATE NO 1 OF 23 SHEETS 0 1 2 3 IT r 7 U O W A ABBREVIATIONS I INETYPES AB AGGREGATE BASE HDR HEADER (T) THREADED LINETYPE DESCRIPTION AC ASPHALT CONCRETE HDW HEADWALL T THREAD EXISTING NEW ACP ASBESTOS–CEMENT PIPE HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM WATER LEVEL AD ALUMINUM DISK HORIZ HORIZONTAL TB TOP OF BANK BARRICADE AGG AGGREGATE HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK AH AHEAD HP GAS HIGH PRESSURE GAS TC TOP OF CURB CONTOUR (DEPRESSION) ALT ALTERNATE HPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT AP ANGLE POINT HR HANDRAIL TDI TENSILE DUCTILE IRON 123.. ��.i.� '-� rr 23 CONTOUR (MAJOR) APPROX APPROXIMATE H/T HUB & TACK TELE TELEPHONE _._._:.._....w..... _.........._._.__._... _.. __...:...... ___._.._...._._...__: CONTOUR (MINOR) 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 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ID INSIDE DIAMETER TG TOP OF GRATE M:.:..... _.:.:....: _: w .w....::H.. _w..w..._•...• EMBANKMENT TOP AV AIR VENT IN INCH TH THREAD AVE AVENUE INV INVERT TL TOP OF LINING -- – – – – – – – – – – – – – – FENCE (BLOCK WALL) AWWA AMERICAN WATER WORKS ASSOCIATION IP IRON PIPE TOE TOE OF SLOPE FENCE (CHAIN LINK) BAR BARRIER IRR IRRIGATION TOP TOP OF SLOPE BC BEGIN CURVE JP JUNCTION POLE TP TOP OF PIPE VALVE FENCE (WOOD) BD BRASS DISK LBS POUNDS TP TELEPHONE POLE x x x x FENCE (WIRE) BFP BACKFLOW PREVENTER LC LENGTH OF CURVE TR TELEPHONE RISER SILT FENCE SF BFV BLOCK FLOW VALVE LCW LONG CRESTED WEIR TRR TELCO RISER SF (SILT) BK BACK LF LINEAR FEET TRANS TRANSFORMER GATE SWING BLDG BUILDING LG LONG TRFC TRAFFIC GRADE BREAK BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE m BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE o 0 0 0 0 0 0 GUARDRAIL BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX BVC BEGIN VERTICAL CURVATURE MB MAILBOX (TYP) TYPICAL�W���WI RAILROAD BW BACK OF WALK MCC MOTOR CONTROL CENTER TWL TOP OF WALL – – – – _ _ _ _ _ – – – – – – RETAINING WALL BWL BACK OF WALL MFR MANUFACTURER UG UNDERGROUND BWR BARB WIRE MH MANHOLE UP UTILITY POLE . . . SWALE CENTERLINE C, CONC CONCRETE MIN MINIMUM UT UTILITY CA CALIFORNIA MISC MISCELLANEOUSU/S UPSTREAM SWALE W/FLOW ARROWS CAB CABINET MJ MECHANICAL JOINT VCP VERIFIED CLAY PIPE--�:w_.v �� Y _ – –' – WATER (LAKE/POND) CB CATCH BASIN MN MAG NAIL VERT VERTICAL WATER (MARSH/SWAMP) CBL CABLE MP MEDIUM PRESSURE GAS LINE VG VALLEY GUTTER C XX" C/C D CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VLT VAULT / COMPUTER/COMM. (BURIED) CHK CHECK MRKR MARKER VLV VALVE XX" ELEC (AERIAL) E ELECTRIC (AERIAL) CHLK CHAIN LINK MS MILD STEEL (W) WEST XX" ELEC (BURIED) CI CAST IRON (N) NORTH W WATER E(P) E(P) ELECTRIC (BURIED) CIP CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUM WL WATER LINE FO XX" FO FIBER–OPTIC CIPCP CAST–IN–PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WM WATER METER XX" GAS CL CLASS NG NATURAL GROUND WS WATER SERVICE G(P) G(P) GAS CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WV WATER VALVE IRR XX" IRR IRRIGATION CENTERLINE NIC NOT IN CONTRACT WW WASTE WATERo XX" OIL OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD W/ WITH CLR CLEAR, CLEARANCE NTS NOT TO SCALE W/0 WITHOUT ss(p) ss(p) XX" SS SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER XX FM CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER FM SANITARY SEWER FORCE MAIN CN CONCRETE NAIL OH OVERHEAD – – XX" – – – – – – – – – – – – – SANITARY SEWER LATERAL CNS COMPACTED NATIVE SOIL OP OPERATING XX" SI CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION Sl SIGNAL INTERCONNECT (BURIED) CONT CONTINUOUS OT OVERHANG TOP XX" STEAM CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE XX SD STEAM COR CORNER P PROPOSED " () H..m..• .. _(� M....... m�.....,._._.w T#� rM_._..._.m .._ . STORM DRAINAGE XX" TELE (AERIAL) CORP CORPORATION PB PULL BOX T TELEPHONE (AERIAL) COL COLUMN PC POINT OF CURVATURE XX" TELE (BURIED) TELEPHONE (BURIED) COUP COUPLING PCC POINT OF COMPOUND CURVATURE CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE TV XXL TV (AERIAL) TELEVISION (AERIAL LINE) CR CROWN PE PERMANENT EASEMENT Tv XXTV (BURIED) TELEVISION (BURIED LINE) CU CUBIC PER PERIMETER XX" W CY CUBIC YARDS PI POINT OF INTERSECTION w(p) w(P) w(P) WATER DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE CENTERLINE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER – – DEMO DEMOLISH/DEMOLITION R PROPERTY LINE – – – – – – – – – – – – – – – EASEMENT DI DROP INLET PNL PANEL –^-----------------–--- --– – – – – – – – --- -- MEANDER LINE DIA, 0 DIAMETER POC POINT ON CURVE DIM DIMENSION POL POINT ON LINE – – – – PROPERTY LINE DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLE – – – – – – RESERVATION/PARK/FOREST DW DRIVEWAY PRC POINT OF REVERSE CURVATURE – – – – – – – – RIGHT–OF–WAY DWG DRAWING PRV PRESSURE REDUCING VALVE (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT RELINQUISH ACCESS LINE EA EACH PSI POUNDS PER SQUARE INCH – – – SECTION LINE EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE — — STALE/COUNTY/CORPORATE LIMIT EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE REVISION CLOUD EG EXISTING GRADE PVMT PAVEMENT 06. SAWCUT LINE EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION INTERIOR LOT LINES ELEC ELECTRIC R RADIUS ELL ELBOW RBR REBAR HATCHES EM ELECTRIC METER RC RADIUS OF CURVE . EOL END OF LINE RCP REINFORCED CONCRETE PIPE HATCH TYPE DESCRIPTION EP EDGE OF PAVEMENT RD RELATIVE DENSITY EXISTING NEW EPB ELECTRIC PULL BOX RD ROAD EQUIV EQUIVALENT RE REFERENCE a READ REQUIRED v AGGREGATE ESMT EASEMENT ?x� EUC EUCALYPTUS RET RETURNn EVC END VERTICAL CURVE REV REVISION EW EACH WAY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE EXP EXPOSED RGS RIGID GALVANIZED STEEL AC PAVEMENT (F) FUTURE RP RADIUS POINT F&I FURNISH & INSTALL RR RAILROAD FD FOUND RT RIGHT x ' '•_`' RTU REMOTE TERMINAL UNIT = s :::'; FDC FIRE DEPARTMENT CONNECTION CONCRETE PAVING FF FINISHED FLOOR R/W RIGHT OF WAY FG FINISHED GRADE (S) SOUTH, SOLVENT WELD FH FIRE HYDRANT S SLIP CONCRETE LINING (PLAN VIEW) FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE SD STORM DRAIN ' ��'; FM FORCE MAINrj:. EARTH FNC FENCE SDMH STORM DRAIN MANHOLE FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION FS FINISH SURFACE SERV SERVICE SF SQUARE FEET fw, RIP RAP FT FOOT/FEET ,' FW FRONT OF WALK SP SERVICE POLE FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE GAL GALLON SQ SQUARE SAND GALV GALVANIZED SS SANITARY SEWER 3.., GB GRADE BREAK SS OR STS STAINLESS STEEL ,µ HWL= XXX.XX GM GAS METER SSMH SANITARY SEWER MANHOLE- ; :: GRATING – GPM GALLONS PER MINUTE STA STATION STD STANDARD GRVL GRAVEL (E) XX XXX.XX XX XXX.XX ST GS GAS L STEEL g2,; STP STAND PIPE GSV GAS VALVE T` "`'fir EXPANDED METAL STRC STRUCTUREr, 3� 1, < ' GUY GUY WIRE GV GATE VALVE STRIP STRIPING f` HD HEAD SWL SWALE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL SYMBOL DESCRIPTION EXISTING NEW O O ELECTRIC METER ❑Q Q PAD MOUNTED TRANSFORMER ELECTRIC VAULT q, UTI LI TY P OLE b UTILITY POLE ANCHOR © 0 ELECTRIC MANHOLE p GAS METER ❑ Ij GAS VALVE 0 • SANITARY SEWER CLEAN OUT • OR •� SANITARY SEWER MANHOLE © SSMH (ECCENTRIC CONE) ❑ ■ STORM DRAIN CATCH BASIN STORM DRAIN INLET >--< >----< STORM DRAIN CULVERT 0p O STORM DRAIN MANHOLE MAIL BOX SIGN .° X YARD LIGHT • • GUARD POST O O CONTROL POINT + - - BENCH MARK o IRON PIPE Q 0 MONUMENT ® MONUMENT (OPTIONAL) OWNERSHIP TIE NO. NO. LOT NUMBER ❑ ■ TELEPHONE RISER OT OT TELEPHONE VAULT IQ Ak 2–NOZZLE HYDRANT -6- 3–NOZZLE HYDRANT FD Fo FIRE DEPT. CONNECTION F7F FTI FIRE VAULT ® WATER METER �Q ® WELL e WATER VALVE 1 BLOW–OFF AIR RELIEF VALVE BFP BACK FLOW PREVENTOR rt f GATE VALVE HANDLE . ,z STILLING WELL • FENCE POST FENCE GATE •---•o STREET LIGHT ® IRRIGATION CONTROL VALVE TREE S PINE TREE WATER FAUCET © REVISION O CONSTRUCTION CALLOUT DETAIL NUMBER SHT SHEET NUMBER DETAIL CALLOUT LINE BREAK PIPE END (SCHEMATIC) PIPE END :.... IF EMBANKMENT ARROW HIGH WATER LINE SPOT ELEVATION SECTION VIEW 6.1-1831 CITY RECORD No. _ a C (v a v ai a o p�� p Q);c�3�O Q� U)r�nv, CL C� ._ cnGi v Q $ C "� O -+-- TJ � v� c �V7-EO Q.o vO a>i+� o cn C71 Q) ¢ W U "v Lo to C "p . p pC� AW W � Q) ,- L .-t-- 2- , -00 o 0 3 v�o�acn Ecn-0wo 0: �c� o JvE-+-'o(, o_a _a - 0¢ +U+ U v i a(V- d� 0 > i p p -r O -Q _ a) _ 0 ocictZ 3: 0 c: -0 �z �v-v c9 0c`> a.—��v�c� o oa�n �� ` p W C �p �� � -0� O N Q.11 O N .L N •� 00w p��E00:3ww0 CD _DO i p+ �Zacn Ec awa� U` W 2 R N O � -6- Sp -0 -p p C v, �W X 0 v T2)t - �z ���>acZ D_ C 7 p oZ Uma -+, CD cu U Ld 0 -0 =+=c��aa�c m ' 0 w 91 LLJ ii C r a' f Ri M o0 V) to w V) U V)—E �c J U Iz b o co 0 W '�- C w Sl x � K LAC CL >U a "`` (1) 3 3 0 M9'o � I .� CLCD Iy Q rz tea.. m °°to DESIGN ENGINEER: F- � U (.0Q z J DRAFTED BY: CHECKED BY: DPM O O U W mw zLd w ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST � w � 2 OF' 24 �m <C C.a � E= O Q_ U U I- alA _ v _ I 3 V) z 0 w w a m Q z w 0 W N i W z W U Q Y In i w W 2 i 0 v H m 0 C) a - CL 0 I Co 0 00 N N 1 L0 L0 _a 00 0 N L0 00 ic i ii C r a' f Ri M o0 V) U V)—E �c b o co 0 (D C w Sl x � K LAC CL >U a "`` 3 3 0 M9'o � I .� CLCD CL w �� tea.. m °°to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: 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 G2 2 OF' 24 _ v _ I 3 V) z 0 w w a m Q z w 0 W N i W z W U Q Y In i w W 2 i 0 v H m 0 C) a - CL 0 I Co 0 00 N N 1 L0 L0 _a 00 0 N L0 00 ic i GENERAL 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL U11LITY AUTHORITIES OR UTILITY PIPING 1, PIPE MATERIALS COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO STRIPPING - a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES PAVEMENT SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UNTIL THE CONTRACTOR HAS FIRST BEEN UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION PROVIDED AN INQUIRY IDNTIFICATION NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SECTION DO NOT REUSE b ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH b)ALL OF THE GOVERNMENT CODE. EXCAVATION FLANGED OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE UP TO HAUNCH 2'_6" ABOVE PIPE NOTED 2. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM c) ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS 12" GASKETED PIPE UNLESS OTHERWISE NOTED. DELINEATED ON THE PLANS AND TRANSITIONS THERETO. LOADING CRITERIA 909 1" d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC 3. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL RELATED WORK WITH THE FOLLOWING AGENCIES: SCARIFY OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS 1. CITY OF BAKERSFIELD 909 OTHERWISE NOTED. 2. CALIFORNIA WATER SERVICE CO. 1. e) ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING 3. PG&E AND TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. 4. SPECTRUM W 5. AT&T INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. 6. SOCAL GAS COMPACT WIND LOAD: 7. ANY OTHER AGENCY GRANTING AN EASEMENT OR ADJACENT UTILITY PURVEYOR 2. RESTRAIN ALL ON-SITE PRESSURE PIPING IN ACCORDANCE WITH SPECIFICATION 40 05 00, PARAGRAPH 2.19. THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. � THRUST BLOCKS WILL NOT BE ACCEPTABLE. 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 ULTIMATE DESIGN WIND SPEED 115 MPH SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT PROCESS (GAC VESSELS) SHALL BE EQUIPPED WITH A LOCKOUT DEVICE: CONCRETE NOTES a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS n 0 n CAP OR EQUAL. U b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE.. ULINE, BRADY F_ LOCKING COVER OR EQUAL. DEMOLITION ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V c)LOCKOUT DEVICE LABELS SHALL STATE "CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, OPENING THIS VALVE". 1. ALL EXISTING CONCRETE AND AC PAVEMENT IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAW CUT A PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ROOF _ Cn •co 04co 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED o� REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. OF BY THE CONTRACTOR. SLUMP SHALL NOT EXCEED 4 INCHES f1 INCH). THE CONCRETE SHALL BE 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED WITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER. 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 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE STRIPPING - STRUCTURE STRUCTURE OVEREX PAVEMENT PAVEMENT EXCAVATION UTILITY COMPACTION UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION COMPACTION DO NOT REUSE OVEREX EXTENTS EXCAVATION EXTENTS UP TO HAUNCH 2'_6" ABOVE PIPE REMAINDER TO FG 2' PLUS 12" LLJ 12" 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO LOADING CRITERIA 909 1" SCARIFIED 5' BEYOND SCARIFY 2' BEYOND 909 909 909 I0 O c) 1. AND m Ld z AND 8• WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE W 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. RECOMPACTED ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY COMPACT WIND LOAD: Q W 0 o GAC VESSELS 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE ALL SIZES 3 CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 (RESTRAINED MJ, FLANGE, ETC.). 1 1/2 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL 1 1/2 1#11 BAR & SMALLER 3/4 O CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. LLJ 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO LOADING CRITERIA 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING BEING PLACED INTO SERVICE. F-- O U (.0Q DAMAGED DURING OFF-LOADING AND INSTALLATION. a I0 O c) 1. RISK CATEGORY OF BUILDING: IV m Ld z z Q � CL 8• WHERE SPECIALIZED FITTINGS (E.G.. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSE W 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. ALTERNATE PIPING ARRANGEMENTS USING FITTINGS WITH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY 2• WIND LOAD: Q W 0 o THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. � WIND IMPORTANCE FACTOR Iw _ _ _ W LL_ ULTIMATE DESIGN WIND SPEED 115 MPH F_ O EXPOSURE _ CONCRETE NOTES LANDSCAPING n 0 n INTERNAL PRESSURE COEFFICIENT _ U W F_ COMPONENTS & CLADDING 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V 1. THE CONTRACTOR SHALL REPLACE ALL LANDSCAPE IRRIGATION COMPONENTS (E.G. IRRIGATION PIPE, VALVES, DESIGN WIND PRESSURE __ __ PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. ROOF _ Cn •co 04co (WATER: CEMENT RATIO SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND o� WALL _ _ SLUMP SHALL NOT EXCEED 4 INCHES f1 INCH). THE CONCRETE SHALL BE 2. REPLACEMENT SPRAY HEADS SHALL BE OF A TYPE SUITABLE FOR PROVIDING FULL COVERAGE OF PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. 3. SEISMIC LOAD: INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS a 3 a, SPECTRAL RESPONSE ACCELERATION Ss 1.144g o w Lo 3 FOLLOWS: --- a Q SPECTRAL RESPONSE ACCELERATION S, 0.428g GENERAL NOTES SPECTRAL RESPONSE COEFFICIENTS SDS 0.795g PAVING, SLABS, AND SIDEWALKS 3,000 PSI SPECTRAL RESPONSE COEFFICIENT SDI 0.448g DESIGN ENGINEER: STRUCTURAL FOOTINGS 4,000 PSI 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY LICENSE NO: SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK ALL OTHER STRUCTURAL CONCRETE 4,000 PSI SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE DRAFTED BY: SITE CLASS D SEISMIC DESIGN CATEGORY D °O DPM M JB OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. DATE: 08-14-2018 SEISMIC FORCE RESISTING SYSTEM VARIES 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH V) DESIGN BASE SHEAR VARIES 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. SEISMIC RESPONSE COEFFICIENT C$ VARIES 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION 3. "*„ DIMENSIONS NOTED WITH AN ASTERISK ARE TO BE COORDINATED WITH � RESPONSE MODIFICATION FACTOR R VARIES 1" JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON ORIGINAL SCALE SHOWN IS FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. ONE INCH. ADJUST SCALE FOR ANALYSIS PROCEDURE ELF REDUCED OR ENLARGED PLANS, THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO Q SHEET G 3 WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT 4. WATER LOAD: ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A 3 of AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. co DESIGN HIGH WATER LEVEL N/A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. " OVER SCALED DRAWINGS. 5. EARTH LOADS: CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 6. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, ACTIVE EFP 30 PCF 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS OPEN THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AT-REST EFP 40 PCF SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE PASSIVE EFP 40 PCF RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE WORK ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR AGENTS. SOIL AND FOUNDATION NOTES SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING AND SLABS SHALL BEAR UPON AND/OR PENETRATE STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 1. ALL CONCRETE FOOTINGS DRAWNIGS FOR ANCHORING DEVICES. 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. INTO PROPERLY COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES 8. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL CONDITIONS, THE OWNER SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING WITH AN ALL RESPONSIBILITY WITH RESPECT TO THE LIABILITY, DAMAGE OR EXTRA WORK MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UNTIL RESULTING FROM SAID CHANGES. 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. "SILTY THE COMPOUND IS APPLIED. 9. BUILDING PERMITS MUST BE OBTAINED BEFORE STARTING CONSTRUCTION. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFED AS SAND". 7. WITH THE EXCEPTION OF THE VESSEL FOUNDATIONS CONTROL JOINTS SHALL 10. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: BE PLACED NO GREATER THAN 10 FEET APART IN BOTH DIRECTIONS WITHIN 8 SAFETY REQUIREMENTS OF OSHA AND ANY OTHER GOVERNMENTAL EN11TY GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 HOURS OF THE CONCRETE PLACEMENT ON ALL CONCRETE SLABS. PROVIDE HAVING JURISDICTION. DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 3/7/2018 CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES. 11. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE NAME OF GEOTECHNICAL ENGINEERING COMPANY: SOILS ENGINEERING, INC. 8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE PHONE NUMBER OF GEOTECHNICAL ENGINEER: 661-831-5100 WATER TO PREVENT PONDING. ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE 5. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: 9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CONSTRUCTION SITE. a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF FOR DEAD CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL / 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER OR FIELD AND LIVE LOADS AND 4000 PSF FOR WIND AND SEISMIC LOAD HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. REPRESENTATIVES DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM COMBINATIONS 10. ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.45; MINIMUM UNO. 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 !S 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. 4, 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 1259 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 CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14 & #18 BARS 1 1/2 1#11 BAR & SMALLER 3/4 I& 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED WITH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M, S, HP, C, MC, L, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy--50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST WITH DIFFERENT SPECIFICATIONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A TIMELY MANNER, PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT SPECIFICATION INSTALLED, WITHOUT SPECIFIC PRIOR WRITTEN APPROVAL MAY NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, FABRICATION AND EREC11ON SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1831 CITY RECORD No. -v v a -u-000, >, a a 'd�-• a c O O ._ ofrno �c� op�vv vasa Daa�,° W'v.�o c� 3 Qi 0 v- + - a J� ca a c� O� O L_3 a c a a Zuwo U�s�-�E��a O O C a0 _f -'U OQ U•Q'v� �� ci a.� v °°, ], `� ocaa a0 0 _� o> o' ` w aa�� °c� a cn s > Od C�=OaiO-a'0�+�' n� v ana a -- o_ '�•L a�'Crn �o ° �° E v'� a°i = ai o V) ` N a -0 0 -000 -0 U) c cac°_�sN V+' w o_0 tzp (D 0'p �W X T(�'i aLL a-✓ U ccO L c a Off' a W t- a O`F- a 0 z w o' 6 z W C!1 V) U W O LLJ �--- [if W w >- z F-- O U (.0Q z a I0 O c) 0f W W c m Ld z z Q � CL per,_• UV) w W z w � z W Q W 0 o � Q � W LL_ W z W F_ O n 0 n orf z U W F_ C) Y m -- FLli �--- Cn •co 04co (�/) o� 0=o W X C v 0 �v w ° o C ) a 3 a, V 0 o w Lo 3 --- a Q w 00 me� m DESIGN ENGINEER: °- KEVIN BERRYHILL LICENSE NO: 70415 0 DRAFTED BY: CHECKED BY: °O DPM M JB N DATE: 08-14-2018 JOB NO: 214318001 V) PROJECT NO: - - - - J PHASE: � 0 1" ORIGINAL SCALE SHOWN IS Q ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, Q SHEET G 3 co O N 3 of 24 co co Ic Ic V v C: 411 I rn 3 -v N W F- 0 Z J Q ry W Z W 0 d' U J Q r' W Z W U c0 M O Y m U / W W V7 C� O C O .y v v" a - U I— m O U T CL M U I r O O 00 T M r N M T N I a� J C� 2 Q cD to O r 00 r O N LO T 00 a� L LL I 3 (!) CkfQ C� Q Cl O J I..i (/) V) W U O n LO O J Q ry Ltl Z W CD O Y m U / W W V) C.� C O 41 0 a_ U H m O U T s a - PO a L C� i r O C) ao r T N d- r N I N O J V Q O r 00 r O N LO T M\ W a� v c I rn 3 Z Q J CL J O ry F-- Z O U J Q 1- Z O N O r U / J U cQ NO O Y m U W W Y V) C.� D C O v rn M n U F- m O U C- a_ a_ M Q.. C� I a O 00 d- N n N I a� J U Q LO O 00 O N LO 00 a� 0 L.L. C Q) I 3 v Z Q J a_ J O Z O V Z O V) O Lil Z O F- J O W N U J U CD M O Y m U / H W LLL N U O :4� Q n U I- m O U C- a- 0 a- 0 I O 0 00 M N M N I m w J / C.7 Q M O 00 O N 00 a� v v c D I rn 3 z J a - CD Z D 0 Id W F- V) V _J U / CO O Y m U F- W W (/) V d C O :,_. v a - U F- m O U T s a- n CL L- C� I T O O 00 T rn T N t� T N 1 V) a� -5, J U LO O T 00 T O N LO T M\ W N, Vol I s 1 GAS LINE, UNDER SIDEWALK 1 ELEC LINE UNDER SIDEWALK ' 1 ATT LINE, UNDER SIDEWALK" J - Vw "12 4" ELEC, 2'-91' T.O.P. (PER POTHOLE REPORT) DESC• PIPING LEGEND TYPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC—G PVC—GRAVITY RCP RE—INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE * SEE PIPING NOTES ON SHEET G3 FOR PIPING SPECS INF INFLUENT EFF EFFLUENT 8W BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING TTW TREATMENT TO WASTE VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING BURIED SITE PIPING ONLY, --- SEE PIPE TRENCH DETAIL \ D6 1 GATE VALVE BYPASSING TREATMENT SHALL BE EQUIPPED WITH A LOCKING DUST COVER SET TO THE LOCKED POSITION. WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. DESIGN CRITERIA TABLE NOMINAL FLOW RATE REDUCED TO 900 GPM NUMBER OF VESSELS 2 IN SERIES TOTAL CARBON CAPACITY 1,425 FT' EMPTY BED CONTACT TIME 11.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/FT2 BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY DRIVEWAY CONSTRUCTION LEGEND OAG AIR GAP rT� D2 G� BURIED GATE VALVE 3D4 3 ciP CHLORINE INJECTION D5 P DIFFERENTIAL PRESSURE K"44 TRANSDUCER I,, D4 1 sP STANDPIPE D2 ss SAMPLE STATION 5D5 OTs TIERED PIPE SUPPORT 1 D4 WHARF HYDRANT — 2" 4 O FIRE HOSE ANGLE VALVE D5 (FEMALE NPT X MALE NH) PROPERTY BOUNDARY � �1f / e p 1 f .,q t �i' f i / 1 - L I v I v I N L L. L.L. v, Lm 1 I I�". --�.- 2. MAXIMUM SPACING BETWEEN ABOVE GROUND DIRECTION OF FLOW ,,(PER POTHOLE REPORT)` PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. J ts� ..,� ( ) MID) OA 10 FL X MJ ADAPTER a ,a^+ TYP 10E 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING 110, • ! A �� N "° TEES OR REDUCING ELBOWS AS NECESSARY FOR py .. TS (TYP) " • `J ° JfJ " 'l S o�°F / ,/ ;�f) ``~` -•...: £_, .. RESIDENCE ALL PIPE SIZE TRANSITIONS REGARDLESS OF 10E 10 90 DUCTILE IRON ELBOW / ! fjr✓f7 t �' / ~Y`/ "" CIP f' WHETHER SPECIFICALLY NOTED. EITHER Ss N r / P REDUCERS, REDUCING TEES OR REDUCING OF 10 FLANGED COUPLING ADAPTER / 1>1 % I:� est J i iaN t :,p \ L`i'e u°^,4, 'C,v4.. e� " .�, r 4''�„ / d - ELBOWS MAY BE USED TO ACCOMPLISH PIPE .l :' / r OF "'a. w " / SIZE CHANGES. 10T 10"x10"x10" DUCTILE IRON TEE ` l!BV i � WELL DISCHARGE 4 �' // / 2F 4. SIZE AND MATERIAL OF EXISTING PIPES BASED Q / / w L ,. ° �. / / ON FIELD AND RECORD INFORMATION BY OTHERS. 120 12 90 DUCTILE IRON ELBOW CONNECTION/ �... ,� .,�. � / .v D2 �p b� -� /// / � 12T (TYP) CONTRACTOR SHALL FIELD VERIFY ALL / * 111,t ,(TYP) 1 OT � In � "° . , / / / / , ( CONNECTIONS TO EXISTING MATERIAL DURING 2F 12" FLANGED COUPLING ADAPTER G (TYP) " ,. .�° '� / / / CONSTRUCTION. 12E (TYP) 00 12T TEE / w // / 5. REFER TO FOR VESSEL AND VESSEL 12 x12 x12 DUCTILE IRON JSLAB DETAILS. BV BUTTERFLY VALVE " " BV /// /// sem. ,o S� ti G GROOVED COUPLING 10 PVC WATER, 3— 4T.O.P. ` .F ��!'%� / / // :{ SpA 0 (PER POTHOLE REPORT) PROPERTY UNESID.. / NOTES F A.P.N. 498--553—�07 0 �` ��r � i � � � / /� EXISTING CITY BASIN N0. 204 VOLUME: 14,245 CU. YDS. (8.83 ACRE—FT) WATER WELL h Q� Q p` AG o c\� �� SP /! rip;,, REQUIRED BACKWASH VOLUME: 900 CU. YDS. (0.56 ACRE—FT) .— - TRArT Nn_ 5F5n PNASF' (i -, ..... �,.� 1 tt� . R/W .,) EXISTING WALL .�.. .,+ ° . a.� RESIDENCE 1. CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT SHALL BE NOTIFIED AT (661) 326-3715 PRIOR TO DISCHARGE OF BACKWASH WATER INTO PUBLIC DRAINAGE SUMP. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. 3. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. 4. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 5. 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. � 1 / SCALE IN FEET IMI 6.1-1831 CITY RECORD No. •p W v -C:.— =3 f— 0- ch m p, o�•o� O C7. c 0 0 c� v v w� �Qa000>a�•�O c� C O n. �� O > C > Q,a� p N� O cn C"0 3 cn o)pv�'—� O Od AWL �O� a C+, 0 E Q+ c•,� ` �+ C� 00 a Uovv>_ I �—c��a� �E oar—�ci v�«=ci•—�- oE4'wOCC— s U N O— a0_(Z'Ca 0.��� i� 0 U) a -d 00 p� N >� O 3 CL O` -:2 O p CD '00 V) O O a� v •L w •'- p_i Oa� �T000 zp �Q,'cn —V) C � p C .. fn U C -10O.. .0 O .— E O C U 0..0 0 V+ W �O p 'L p D O C CT c W0 CL (f) p"0 a� (3 �a °):- c°'0 a-a1�Q)c _= 041 L�-ft- -0 D CU a 0 0 5Uj Ell � w C) � CJ 0O U ^/ ce W 'S (n Q Lli O U toJxv 0UWI 1..{.. U F c.0 <C z a�i� a3 � ��p �M9Lo3 I _J O �a U > ry M LLJ11 V) z W U z O_ wY LICENSE NO: 70415 Y DRAFTED BY: CHECKED BY: Q MJB DATE: 08-14-2018 JOB NO: 214318001 I-=-- O PHASE: F", j a 0 C) CL U N cq M a0 U ^/ ce a ;' • N 0) E F", j a 0 9 of 24 v I z 0- a_ a_ 0- i J_ / 0 Y m U / U U / 0 / C 0 a rn _ F- m 0 U L _ 0 I 0 0 Ip N n N I rn a� J / 0 Q 00 L0 0 00 0 N 00 C) O N cq M a0 ^/ ce a ;' • N 0) E Q O U toJxv 0UWI O w U) V a�i� a3 0 �M9Lo3 I to CL Yip t0 Q m 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. 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J.v>.,� ,....,a,G "Y.'.a.i°G>,..,, .»:>„•,..r: -.t .,w na.i% T `<:.:, i nv x :\ ,. :::n. a ,+nw: S[» ..Y ....,,, :.... „•,...., r. r, r.,.,,, n, r.,,: -. ,. .: ,.:. ,. "... .. ......:. ... :... n.,„•».., .n:nwn n m n .,. ...,.°:.r '.>::a...0 x.x:>.x w.. at , .n,a. » r> r G "4wx•., i +id Si ,a> �a r » f, 'a ,P ...... 4`r n �. ,.,..,,.,r .,°,»•.,..• >, o,> :.....»:anoxu. .,w.»,w n� :>,.v>n>S uw>w v w :xax: x:axi..u.. ,:.:::.:. •...,..,r.,...,, n. ..• •>..>.,..,.., w,....n•"rn...> �•}.,..,::. �aPu rt>.,a<a.,aM, , . , INSTALL ±57 LF 18" RCP 3 #2 a,wt<w 0, ; --�-- C4 v C)S=0.0011 _.. 0”.co M O :- gq cn ox 3 cn SITE APN 498-55-307 DR W A 11UNI NU i� HLUNU r'IPE CENTERLINE CBK-36-STORM DRAIN � U NORTHING EASTING (3) S :i Ce .u,u.xx <,w: , ww�ws. »ca w:. x, �x, ty b » �' aa,P '� GoUp = + 6238850.85 V) M s Tj INSTALL ±36 LF 18” RCP N o S=0.0011 nQv-) (6)_ 0 TO VERIFY ALL DIMENSIONS PIPE SIZES 1. CONTRACTOR � � J 01-1 W DR W A 11UNI NU i� HLUNU r'IPE CENTERLINE CBK-36-STORM DRAIN S59026'39"E 92.32' tom, •3ti .....,f 1,-' s: _!$, ,. I• 'm I I( --- ----= 77 , ", . �v'�mo..�r t��,`e:�.�`».xa .�i�'s`�^.�'..r...•+arzil5€#t"ke'r'.�x���i.u.�i`�`�.x�ata":&��at�'ri:•a. -t.... w.", i�x`�v�•t :�` . 16+88 f R/W �4a, WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE POINT # NORTHING EASTING (3) S :i Ce .u,u.xx <,w: , ww�ws. »ca w:. x, �x, ty b » �' aa,P '� �az � 2297541.03 6238850.85 • � E � • 4 a a e G iw t"a •A.�, 6238930.35 0 TO VERIFY ALL DIMENSIONS PIPE SIZES 1. CONTRACTOR � � J 01-1 W W 0 O AND PIPE DEPTHS. `�, 0 ry - __ 7T a UTILITIES. <C rz 4 L_ 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, ~ < U c.� Q z z ORIGINAL SCALE SHOWN IS SERVICE LATERALS, AND ASSOCIATED ONE INCH. ADJUST SCALE FOR APPURTENANCES. a Io J J S59026'39"E 92.32' tom, •3ti .....,f 1,-' s: _!$, ,. I• 'm I I( --- ----= 77 , ", . �v'�mo..�r t��,`e:�.�`».xa .�i�'s`�^.�'..r...•+arzil5€#t"ke'r'.�x���i.u.�i`�`�.x�ata":&��at�'ri:•a. -t.... w.", i�x`�v�•t :�` . 16+88 f R/W �4a, WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. POINT TABLE POINT # NORTHING EASTING (3) 2297300.32 6238708.18 Q 2297541.03 6238850.85 Q 2297512.29 6238899.53 Q 2297494.10 6238930.35 SCALE IN FEET 0 10 20 40 -0W _ 6- 4-1 T o cv + �C-'dv- " W CTcp o �-d�•L"C7 vT v 1� C Lo 0 p> cWZ7 Ion v Nc C L W o _ W . •L W O N !n C W L W W L W i W W W O C31 4- _C C 3 O +- W +� c a«-. E C O ++ T � vO L c +'s =3 Q vv3 W C U L O C -C� o c >� W C L �0, W p W — U vv= U.—++ oE, 03'cca cLo L 01:U_4 TOU W—O'•U gO•�-80Lva(-�ci�iwo .�'a3 c ps D o o W 56 Wo Do- W C C L O pTO_ c,0 .0u) C C Lv-L oa-0v nL��.ED_ v� O N W p E v E w- N O vTL L >,o o `o-, aa,� a," ami v- (n U p C v Q C p,ln per•—cEWCW�a.W 200-0 O E a.v v Tv3•` vss v :, W -cv°3v ULaLo W U+C+ a W W i C W ►= W Q C s O C.�..CA750- Q 0 IMATTHEW BARNES LICENSE NO: c� W oo DRAFTED BY: CHECKED BY: DPM V) w W NOTES U 0 TO VERIFY ALL DIMENSIONS PIPE SIZES 1. CONTRACTOR � � J 01-1 W W 0 O AND PIPE DEPTHS. `�, 0 ry 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING F— a UTILITIES. <C rz 4 L_ 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, ~ < U c.� Q z z ORIGINAL SCALE SHOWN IS SERVICE LATERALS, AND ASSOCIATED ONE INCH. ADJUST SCALE FOR APPURTENANCES. a Io J J 6.1-1831 00 0 v 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY Do-ol m W Z U o 1,500 GPM (3.34 CFS). n � W 00 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN Z w Y Of 46Z Q WHICH DRAINS TO CITY BASIN NO. 204 IN THE Y a SOUTHEAST CORNER OF THE INTERSECTION OF INDIAN P" < Q m Z PEAKS AVE. AND SLICKROCK DR. � O 0 ~ V) ~ n U v 4 GL GRATED MANHOLE LID W/ LOCK D7 U toC) Y M cuoco:) M o 3 MH MANHOLE w (1 cq roch W I W En r5<C./'�Q LID Nm, o 0 MANHOLE 06 CD " 0 V 0 U W �- PT PIPE TRENCHD6 (D ; o 0 3 o a i LZ.oN cp - U rT�W co �Y\ m OSP STANDPIPE D2 �` c a.. c ~ m c0 Q a - DESIGN ENGINEER: IMATTHEW BARNES LICENSE NO: c� c i 79145 oo DRAFTED BY: CHECKED BY: DPM MJB N M DATE: 08-14-2018 JOB NO: 214318001 N PROJECT NO: — — — — PHASE: 0 1 V ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. o 6.1-1831 00 SHEET C800 0 N 13 OF 24 CITY RECORD No. 00 c i 16'-10" FEET 0 1 2 GAC VESSELS PLAN VIEW ` GAC VESSELS FRONT VIEW 1 T NON—SHRINK GROUT NON NON NON NON1 Ar w 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT ON 0 0 z r AT LEAST (1) HH TOP NUT & WASHER 1-1/8" 316 SS [ASTM F593 CW2] ANCHOR BOLTS, (2) PER LEG, INSTALLED W/ HILTI HIT—RE 500 V3 EPDXY ' SUPPLEMENTARY #6 TIES TYING TOP SAND BOTTOM REBAR MATS TOGETHER (2 REQ'D WITHIN 3" OF EACH aANCHOR BOLT) NOTES 1. 1-1 /2" ANCHOR BOLT HOLES IN VESSEL. 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. GAC VESSEL ANCHOR BOLTS 8" INFLUENT 12" BACKWASH TO DRAIN W V NOTES 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. D NOT TO SCALE �SSEL PIPE CONNECTION IVJ A' I JVF OF 6.1-1831 CITY RECORD No. -v 0) c 041 d >�c"d i N �� U �cri OVA 0 C -'d CC i 0 �C O c vin v N C �Qv O O O> N-1' O C W C 0 0 �, O> s> vi rn N Qc.> civet v+-o�„cv N 3 N o) trr O 0 � W� c Wc E p -P �p+�-�C=O-0OOp3 C= O C t p W O C U 0,- �— C E U V 0 E4 0 0 3 c c— C i p L O� U >�c— Q 0—a U V U � �� C.�� C_� ton a-- >,6- 3 Q C O_c-0 0-�-' o " N `-p pU' , ou O p O ►- O L C > 0 tri (vQ C-av,o_p,ow i 0 V C N C C Q ti- -s- 41 O 0 Q L� pN •— N Cn >N 0 E N O 0) O L O," o L N O p C-0 v C N O V) -V C� W C W 0 C_W OV" 0 O 0 'O -0 -p 0 C CP L_ d p p (�'` QS'— Q L C O C p p V C V O w�'ov C O a 0 Me z 0 5 w rr o�z Irl cn W cn M cc (l N 0) to J J U n U L1J U t0 H (n M u m DESIGN ENGINEER: w BERRYHILL LICENSE NO: I— Cif DRAFTED BY: Q Cif MJB DATE: Lli F--- F- 214318001 0 c.0 Q PHASE: cn 0 I C 0Q U ONE INCH. ADJUST SCALE FOR af n. m U� Z w W 0 0 w Q < m U LL_ 1=- 0 J W olW J IA C r E cn M cc (l N 0) to V)m E NW G O O n U Q U t0 H M u J W olW J IA C r E cn M cc (l N 0) to V)m E NW G O O Q T ww X iUu-� u Q pp c) p -j 3 rOw U-) 3 0�­ t0 co n ce M u m DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DVS MJB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ---- PHASE: 0 1" J ORIGINAL SCALE SHOWN la ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET Dl 14 of 24 v c 3 W co U Q V O J W 0 / O Y m V / H W W Z co 1-1 C-51 Q / 0 v Q U m 0 V C_ c� i 0 a 00 n N N i / a N a 00 N Lo 00 24 MESH STAINLESS STEEL SCREEN ASTM C-478 PRECAST CONC MANHOLEDEPTH PIPE a W `� o .Q :_ o �� cn C' G7 . �_, . 0:5 o p N PIPING PLANS 4 / " 1 2 NEOPRENE STRIP LOCKING DEBRIS CAP pW ct � Q W �- C O O 0QO O O 0> _ v ° W> � > f -v ° � ° � ° �' �' °' �v�c GRATED LID D7 2 X 2 X 1/4" + THIS VALVE ONLY () _ uj o � STEEL TUBING 1 /2" X 2" SADDLE a- 3 L c � o � s_ � � " c� 4 DIP VENT 'cv= Lj FLANGED COUPLING TEE (2 PLACES) ��_ -,_E� _J cn-� °''- ° °'O30C�-��o- L O ++ T 8 s O 0 Q,� o A 12" DIP w '- z a p ADAPTER (4 PLACES) N.C. 0<:t-- oc��,Ta�av�o��� �Z�f a �' 0.� to ° o =, � `w � �� c(34- 2(D 0> vi Li Li Ld TO DISTRIBUTION EM N d c O QUO- p�2,2 -c' ° a W��c� FROM WELL -► 00 0�°'Ew=�aoiavg'L O O o N CV _J W Q Z Z =O N�� c9 �ZO�•Q� ���� 0 c v o c o_U' v �WHQWV(i+ �� » » » O ca W d ccL 'o �v p p O� O c Q) N STEEL PLATE 1" TYP 1/4 / o N.O. N.O. C) W _ ° a.c_ ea�Y�: ��� 2 SQ. STEEL a o' DRILL HOLE = TYPE 5 GATE 12" FROM GAC TUBING 1/4" WALL 5/8"0 2" S . STEEL Q ¢ VALVE/VALVE BOX � BACKWASH OUTLET w SEE DETAIL TUBING 1 /4" STEEL (3 PLACES) o » 18 RCP 4 a ca � PLATE = ¢ J D2 STANDPIPE }- � " '- 18 STORM DRAIN w0a_ = <W <Z � w m NOTES _ �.: �/ \'/ ``\ o z 2 0 LL - - wy LL_ Ld 1. INSTALL 4 -INCH DIP VENT PIPE 5.4 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH VENT PIPE IS CONNECTING TO 18 -INCH STORM DRAIN LINE WHERE POSSIBLE. 4 -INCH VENT PIPE SHALL BE LOCATED AT LEAST 3 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A MAXIMUM DISTANCE OF 8 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 5.4 -FEET. DRILL 5/8" X 4" DEEP HOLE IN NOTES CONCRETE &EPDXY 1/2"� S.S. FEET - - 2. INSTALL 4 -INCH DIP VENT PIPE 3.6 FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 INCH ALL THREAD ANCHOR BOLT. MIN. 1. FLANGE X MJ FITTINGS MAY BE SUBSTITUTED FOR z z VENT PIPE IS CONNECTING TO 12 -INCH STORM DRAIN LINES WHERE POSSIBLE. 4 --INCH VENT 4" EMBEDMENT. SECURE WITH FCA FITTINGS. 5 PIPE SHALL BE LOCATED AT LEAST 2 -FEET DOWNSTREAM OF THE STANDPIPE AND AT A MAXIMUM DISTANCE OF 6 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 3.6 -FEET. 1/2- S.S. WASHER AND NUT. r2- o 13 6 3 NOT TO SCALE w a� 1 NOT TO SCALE GAP STANDPIPE NOT TO SCALE AIR GAP SUPPORT D2D2 ONE SET OF VESSELS D2TIE-INAIR UNDERGROUND SS -0201 CASE 1 CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN d�o ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND Ff`` r '¢,,_° ,ZONE "C'� PUBLIC WATER SYSTEM.JOINTS IN SEWER MAIN ' R f� Fs s 3xR icFsS 5 �- kFH 3zr;fZONE P-PROHIBIIEDF'3.., RG< r< B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE do jn 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED., OF ONE 61 41 WATER 41 61 ��, 0 .>L � OF THE FOLLOWING:MAINColl uj 1. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA o �` .� a cj �, W 9 Z C906-99); X �_ OZONE P PROHIBITED a �,� 2. SPIRALLY -REINFORCED HDPE PIPE WITH GASKETED JOINTS (PER ASTM F-894); 3. EXTRA STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; �- OZONE 4. PVC SEWER PIPE WITH RUBBER RING JOINTS PER ASTM D3034 OR EQUIVALENT; SPECIAL SEWER PIPE � �P '"�--• 5. CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR NO JOINTS IN SEWER MAIN 6. REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE Com• --2 REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO NEW WATER MAIN Cn V) JOINTS -WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND U SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: "D" 1. A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR ///,"/ZONE -r / LI O .� y ;'" NO JOINTS IN WATER MAIN 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. .- r d ,, ,'z� V) ZONE P-PROHIBITEDP_. LL' D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SEWER MAIN DOES NOT MEET THE CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS 2/ 8/ SEWER 81 21 WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE ¢ W Cn J MAIN CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); W Qo < < 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS �- 5rr; �34°fix> s� t 3 i`tsh ;i n. ZONE P -PROHIBITED :, (GASKETED, BOLTED JOINTS); �• / r � C O '**-e __j U � m Q ~ w PIE OR >��ZONE �, ,.�''� �,�� 3. A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC P � OVER THE PIPE BEING CROSSED; ESPECIAL WATER PIPE _. z CLU LL- � o U EQUIVALENT, CENTERED to w to 4. A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) NO JOINTS IN WATER MAIN ZU w CENTERED OVER THE PIPE BEING CROSSED; OR 5. ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. FIGURE 2 -CROSSINGS 1= Q < m C, D u - CASE 1 CASE ,2 I- O CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN f NEW WATER MAIN ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN 9, A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED CL (, WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. ' U B IF THE SANITARY SEWER MAIN PARALLELING THE WATER MAIN DOES NOT MEET THE CASE f T ZONE B f w i Y w w 1 ZONE B REQUIREMENTS, THE WATER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE3Fz z FOLLOWING: <£< IN, zx S-PECIA� A���Nz � 1 rl � o O� � ro • WZONE \ o'��MM����tr W_ w PIPE i i 2 \ Y <� Y fE. .. � �, . N 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); / �' :x: z �k3k LLJ _ k f` -' SPECIAL cy ,. cn I r t�<F fiF z 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; ..w2 w w 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; /PERMISSION ry O �. �' o , r3 °.. 6 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905) OR 1 P it i �o ° T W J x 7khkk FSki8 ,�'� 7Y,1Pt w.. . EQUIVALENT; OR ' ,Z z , ,;: 3 s w_ 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA " _....w .,w MIN-. \ EXIST. EXIST fn w_w.- - -. ,-m- - -ZONE B r , >� v p CLwC U a' "' o o "' (C300 OR C302 OR C303). WATER SEWER SPECIAL ..,.. h M.. MAIN MAINS w,.. f f a i, gg.F C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE PIPE ...� ... .._._....� �-" o , Q. co M W to W �i co °° CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN, < _ f 6 ' mP 2 r (�(�,, ¢ ....... ..... FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE /31/1 y r%i1; �-- CONSTRUCTED OF ONE OF THE FOLLOWING: - 3a`3 `y\ofl ` DESIGN ENGINEER. ,�'� 1. HDPE PIPE WITH FUSION -WELDED JOINTS PER AWWA C906 ;ZONE A C ) 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; _..,-.-..,-.ww......•., ,-.-.-,,. 5k .y y.SiE- / $E =R.m r SPECIAL KEVIN B ERRYHILL LICENSE N0: _ = - - 3. DIPPED AND WRAPPED ONE-FOURTH INCH THICK WELDED STEEL PIPE; ,No}xa>k=�o �P/ I I ~ 70415 4. CLASS 235 PRESSURE RATED PVC WATER PIPE /(DR 18 PER AWWA C900 & C905); OR mm, ..r /J ry� a hN � � � / � DRAFTED BY: CHECKED BY: 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA DVS MJB 9, t (C300 OR C301 OR C303). - I-• DATE. 08-14-2018 JOB NO: 214318001 D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE FIGURE 1 PARALLEL CONSIRUCIION REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN PROJECT NO:. ---- EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. PHASE: BE CONSTRUCTED AS FOR ZONE C. ZONE 1/P" IS A PROHIBITED ZONE. ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR SECTION 64572 (a) CALIFORNIA CODE OF REGULATIONS, TITLE 22. REDUCED OR ENLARGED PLANS. D2 NOT TO SCALE WATER MAIN SEPARATION 6.1-1831 SHEET5D2 CITY RECORD No. 15 OF 24 11 111E� 3 Rol Q N Lo 00 SL -0104 SL -0105 SL -0109 In -0 o Qoa�w-10a> >, Q o • ._ � 32 DIA 32 DIA 4 -0 0 0.2 o �, ._ o C , PROVIDE BARS EQUAL IN �' > �' O 0 C1W Q'a0 O W O> N•�= O C 32 DIA 16 DIA TOTAL AREA TO REGULAR Q W '� ° � � ' - 2 .w!Eo REINFORCING INTERRUPTED U= 3 Q)� p 16 s> E W I BY OPENING. PLACE ONE ��-�o��c+�op sEDGE OF SLAB " D HALF TOTAL AREA TO EACH D_ B S L E 0 i 3 0 s1 j a� a R _ 5-#4 ®4 CC, TOP SIDE OF THE OPENING. o Q L a� �..,_ ;� SPACED AT 3 OC. o U o a ( ?a 17•4: 0 1 3 az �� a��o C7a �C�oCn 16 DIA > ` � o o 1 i _` a o ,2 an app °� C o•_C 12" MIN ONE EXTRA BAR EACH co0 0 ca- E o' � = m w o �,'L �� o 0 E �2L�+ 32 DIA � o_ A CORNER PER LAYER OF 0"a T o o o o a a, ` E'er, -20 . A REGULAR REINFORCING z o >< Ofa `a _ c w `� aw .. (SEE TABLE BELOW.) Z 0� W� a 3 � r a o 0— DOUBLE CURTAIN OPENING EOPENING QzooLacOo"0 CL -0 CLCo�mpC 32 DIA 32 DIA _ 16 DIA 12" MIN . M --- �. FOR OPENINGS v _- .ry x 16 DIA 12" MIN 4-#4x4'-0" 6" CC, TOP LAYER 3/4" BELOW m 0 FOR OPENINGS 21"TO 54" m ' TOP OF SLAB " z g NOTE _,� SINGLE CURTAIN . ' A THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT . Y n:.. FEET DO NOT RETAIN LIQUID OR SOIL z r NOT TO SCALE INTERIOR CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 0 .5 1 1 2 3 CONCRETE OPENING REINFORCEMENT D3 REINFORCEMENTS WITH NO WATERSTOPS D3 INTERIOR AND EXTERIOR CORNERS D3 WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT z o DIMENSION o DETAILING _ DIMENSIOND 4g . o 0 o A3 Db = (1) BAR DIAMETER 4Db OR Db = (1) BAR DIAMETER D ,� ,�j D = FINISHED INSIDE BEND DIA. FURNISH AND INSTALL, a 2 1 /2 MIN D =FINISHED INSIDE BEND DIA. ti D = 6Db FOR #3-#8 3 ELASTOMERIC SEALANT -------------- - D = 8Db FOR 9- 11 IN GAP SEE NOTE D 6Db FOR #3 #8 # # �. �- a ( ) D = 8Db FOR 9- 11 D = 10Db FOR #14 AND #18 Y 1$0 -DEG D = 10Db FOR X14 AND #18 90 -DEG DIMENSION OF STANDARD 180' HOOKS, ALL GRADES BAR LENGTH D THICKNESS A OR G BAR RECT. CIRCLE CONCRETE OF 3" SIZE OPENING OPENING < 12" 3" #4 3'-0" D+24" 12" - 18" #5 #5 3'-0" D+24" >18" 10" #6 3'-8" D+24" B = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN IN CONC. REINFORCEMENT SPLICE TABLE. 10" m 0 FOR OPENINGS 21"TO 54" m ' TOP OF SLAB " z g NOTE _,� SINGLE CURTAIN . ' A THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT . Y n:.. FEET DO NOT RETAIN LIQUID OR SOIL z r NOT TO SCALE INTERIOR CORNERS EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 0 .5 1 1 2 3 CONCRETE OPENING REINFORCEMENT D3 REINFORCEMENTS WITH NO WATERSTOPS D3 INTERIOR AND EXTERIOR CORNERS D3 WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT z o DIMENSION o DETAILING _ DIMENSIOND 4g . o 0 o A3 Db = (1) BAR DIAMETER 4Db OR Db = (1) BAR DIAMETER D ,� ,�j D = FINISHED INSIDE BEND DIA. FURNISH AND INSTALL, a 2 1 /2 MIN D =FINISHED INSIDE BEND DIA. ti D = 6Db FOR #3-#8 3 ELASTOMERIC SEALANT -------------- - D = 8Db FOR 9- 11 IN GAP SEE NOTE D 6Db FOR #3 #8 # # �. �- a ( ) D = 8Db FOR 9- 11 D = 10Db FOR #14 AND #18 Y 1$0 -DEG D = 10Db FOR X14 AND #18 90 -DEG DIMENSION OF STANDARD 180' HOOKS, ALL GRADES DIMENSION OF STANDARD 90 HOOKS, ALL GRADES SIZE D J A OR G D A OR G #3 2 1/4" 3" 5" 2 1/4" 6" #4 3" 4" 6" 3" 8" #5 3 3/4" 5" 7" 3 3/4" 10" #6 4 1/2- f" 8" 4 1/2 12" #7 5 1/4" 7" 10" 5 1/4" 14" #8 6" 8" lin 6" 16" #9 9 1/2" 11 3/4" 15" 9 1/2- 19" #10 10 3/4" 13 1/4- 17" 10 3/4" 22" #11 12" 14 3/4" 19" 12" 24" #14 18 1/4- 1 21 3/4" 27" 18 1/4" 31" #18 1 24" 1 28 1/2" 3fi"��L24" 41 " J ��------------------- �� NOTES 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. D I I 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF --� D THE CONSTRUCTION JOINT LENGTH. IW— �i C/) D-4Db ii (TYP) Ii ii 4Db or it 2-1/2" MIN. " TIE HOOK BEND THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE DxW LESS THAN 8" 20 9" TO 12" 2x4 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 REINFORCEMENT BENDS m w z I NOT TO SCALE NOT TO SCALE �- U LL— w0 5 6 0 D3 CONCRETE LONGITUDINAL JOINT D3 CONCRETE JOINT SEAL < m Q #3 TO #5 6Db p OR 2 1/2" MIN6' SL -0124 _ #6 TO #8 12Db 6 HOOK nX-F , HOOK 50Db #fi AND SMALLER U A OR G i A OR G 62Db #7-#11 U b �' OSP = 9Db OR ~ A D L _1 6 MAX. zo OR zo O Zo saQ ' ccu oom _,cn G �cn _,� " " V) ,` Q7Nt ¢ z ¢ z ¢ z 1 /4 x1 /16 SAWCUT JOINT '�-' �--• (� E 0 W I Db W I p Db w ( D Db O STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) Q C./� v 5 z� E no D oo --,► ©n > m �Z60 0= s .g4 s� u•' :a o CD a BEAM BEAM BEAM 90 -DEG 135 -DEG 135 -DEG STIRRUP HOOKS SEISMIC STIRRUP /TIE SPLICE LENGTH J � J D CONCRETE STRENGTH (PSI) w � O 3000 3500 4000 5000 16 AND SMALLER 63 57 53 50 45 #7—#>> 78 72 66 62 56 4 1/2" 3" #5 I--- � 6" 5 1/2" SEALANT N OTE: "SIKAFLEX Q V) 12" ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH w #7 5 1/4" 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 UQ z Q #8 HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND w < c 1 6" APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT I UU COMPLETELY. p Q Q 0 REINFORCEMENT BENDS m w z I NOT TO SCALE NOT TO SCALE �- U LL— w0 5 6 0 D3 CONCRETE LONGITUDINAL JOINT D3 CONCRETE JOINT SEAL < m Q #3 TO #5 6Db p OR 2 1/2" MIN6' SL -0124 _ #6 TO #8 12Db 6 HOOK nX-F , HOOK 50Db #fi AND SMALLER U A OR G i A OR G 62Db #7-#11 U b �' OSP = 9Db OR ~ A D L _1 6 MAX. zo OR zo O Zo saQ ' ccu oom _,cn G �cn _,� " " V) ,` Q7Nt ¢ z ¢ z ¢ z 1 /4 x1 /16 SAWCUT JOINT '�-' �--• (� E 0 W I Db W I p Db w ( D Db O STRAIGHT REBAR SPLICE (CAULK AS REQUIRED) Q C./� v 5 z� E no D oo --,► ©n > m �Z60 0= s .g4 s� u•' :a o CD a BEAM BEAM BEAM 90 -DEG 135 -DEG 135 -DEG STIRRUP HOOKS SEISMIC STIRRUP /TIE SPLICE LENGTH / Db D CONCRETE STRENGTH (PSI) 2500 3000 3500 4000 5000 16 AND SMALLER 63 57 53 50 45 #7—#>> 78 72 66 62 56 ,F s4 Eig ib Y• ' , 1co f- t 4 j ¢ r m co NO WATERSTOP OR oF DOWELS AT JOINT DESIGN ENGINEER: I KEVIN BERRYHILL (TIE BENDS SIMILAR) NOTE LICENSE N0: 1. SPLICES SHOWN ARE CLASS B SPLICE 7ne I r; 90' 135' SIZE D A OR G A OR G ARROX. H #3 1 1/2" 4" 4" 2 1/2- /2"#4 #4 2" 4 1/2" 4 1/2" 3" #5 2 1/2 6" 5 1/2" 3 3/4" #6 4 1/2" 12" 8" 4 1/2n #7 5 1/4" 14" 9" 5 1/4 #8 1 6" 1 16" 110 1/2" 1 6" 135' SEISMIC HOOK SIZE D A OR G ARROX. H #3 1 1/2" 4" 2 1/2" #4 2" 4 1/2" 3" #5 2 1/2" 5 1/2" 3 3/4" #6 4 1/2" 8" 4 1/2" #7 5 1/4" 9" 5 1/4 #8 1 6" 10 1/2" 1 6" fy=60ksi f c=4ksi. SEE CHART FOR DIFFERENT I v l CONCRETE STRENGTHS. NOTES DRAFTED BY: CHECKED BY: 2. SPLICES ASSUME THE MODIFICATION FACTORS 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. DVS MJB OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER 2. IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT DATE: 08-14-2018 CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. ACCORDANCE WITH ACI 318. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED JOB NO: 214318001 TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: ---- 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PHASE: PLACEMENT. 0 1 , ORIGINAL SCALE SHOWN 15 NONE INCH. ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE REDUCED OR ENLARGED PLANS. 4 7 6.1-1831 SHEET D3 D3 REINFORCEMENT BENDS & SPLICES D3 CONCRETE CONTROL JOINT CITY RECORD No. 16 OF 24 3 Q W ro i Q W 0 O y m 0 W W i 0 00 N L0 00 c v1 O +' p T G `0 0 cn m O G �� C] p C v v N G O --------- — v PRESSURE TRANSDUCER _ - ► (>v « O cn v' q ¢w -U zi NLcnc� �_ O G Q p v o 3 PIPE STAND �U'wgGv>�-_t�� HSS 4"x4"x3/8" GALV TUBE, � SECTION A -A 9 16" HOLE _CL �C�E�,�w•-0)daz;-- P1000 UNISTRUT WELDED CONTINUOUS / MOUNTING BRACKET N Q U o c W,� r SPACING IS 15' MAX OR 15' TO BEAM. TOUCH UP GALVANIZING ( ) -a a� OF TRIBUTARY PIPE LOAD 2 PLACES z �- ` a� o N VALVE MANIFOLD ocict;� >,` 3 c,cc o � v VALVE COLLAR - q 0 � v q _ ,f » NOTES ��oZn Qq=-��aT » .f`f 2Ox 6 THICK CONC PAD ( co�a�go" Ewjj wp�q 1/4 END CAP GALVANIZED 2 SENSING Nva >,_0 Q p4- Q- �- S I AREAS OUTSIDE OF CONCRETE -G v v G (TYP.) STRAP OR LINES 1. FOR SUPPORT N � � �,� � -� p .� U -BOLT CONCRETE COLLAR 2-1 2" AC SLAB, CONSTRUCT 18 X18 X6 PAD UNDER PIPE W E a o a T v s o �, PLAN / SENSOR CABLE SUPPORT. ` ° ` `L zy q 3 i DAREA MATCH (E) SURFACE 0/1 0-0 Q p d f,r' �� FG UNPAVED ELEV. 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE IFT ROSEMOUNT 2051 OR 3051 WITH 4-20 MA 1 2" HOLE = i,' 4 OUTPUT, INTEGRAL LCD DISPLAY, AND ±1,000 / g E . INCHES OF WATER RANGE. v FOR U -BOLT 120 ..._ _. �.._...-..., w........,..., F . o � � t _ - �:. � .� .s ROAD MATERIAL (2 PLACES) N � r S VALVE BOX LID E CHRISTY G5 OR 2"0 PIPE STAND 18" N m 1 /4" STEEL PLATE 3/16 APPROVED EQUAL ' 2'-0" MAX. -- THROUGHOUT y - I 1 8 PVC OR DIP RISER z A 3/16 TRACER WIRE 1/2- X 5" EXP 6 4 BARS __ (FOR PVC PIPE ONLY) j 4 READ) s (� # U -BOLT OR STRAP Fx ` AROUND TOP OF - 12 LONG PIPE-TYP � �'���",��,,.`� I NON SHRINK INCHES WELDED SHAPE SADDLE TO GROUT STEEL BASE CONCRETE SLAB z MATCH PIPE o 2 SADDLE D4 SUPPORT TYP. NOT TO SCALE NOT TO SCALE 3 = 1 -O RESTRAINED JOINTS ADDITIONAL of X SUPPORTS P1001 UNISTRUT 2 4 PIPE D4 SADDLE AS REQUIRED D4 ON-SITE VALVE & VALVE BOX D4 PRESSURE TRANSDUCER AND STAND � ._... ...� �._ .__....�..,�..,_� � __. t I I P1325 CHANNEL F:Y f CONNECTION f f r7 i CUT CHANNEL AS ,% 5'-0" SEE DETAIL WHEN D4 » r�f y O NECESSARY AND % f;'`, ;r SUPPORT PARTIALLY RESTS #5 EPDXIED DOWEL X 24 12 OC Z i �. g � � USE HILTI HIT -RE 500 V3 EPDXY REMOVE LOWER` % �',� f ON VESSEL PAD P1000 UNISTRUT �sl®� OR EQUIVALENT) (SEE NOTE BELOW) £_ �r "'` ALTERNATE _ ,' - 2 -0 - ER f 5 LOWER * d 4 SUPPORTo6 MIN EMBED�'D OPTIONS » » E 3 a �,, I 3x3 x3/16 ., ()v I GALVANIZED TUBE E 1/8 71 I i ! p ,i • � ,,,° r °` �`� •, �:a 6t: ! Odd \ cy P,`4r Z7f f 7" x8"x5/8" F I/�, �,� /� 1S 3� WELD PLATE II PLATE TO BEAM1 , f ALTERNATE "A" E ° 1" TO 1-1/2- NON-SHRINK -1/2"NON-SHRIN4J. Lij K �Ei s : •: _ ,z.,4.=o ti=F GROUT #5 ® 12» OC EW T&B �- IV 401 5/8 316 SS ANCHOR BOLTS NOTES 6 �A ,� b r:� �° ���. PIPE SUPPORT —J 4 PER PLATE INSTALLED W 4 ` t° , °- `' W �, �, ,,F FOOTING � HILT! HIT -RE 500 V3 EPDXY 1. PLACE 1/8n TEFLON PAD BETWEEN PIPE AND�,ea21� w SADDLE. 1/2- X 5" EXP 7 a` ,`� , >°4 (E) GAC VESSEL ~ 2. MODULAR FRAMING COMPONENTS SHALL BE / `, FOUNDATION MINIMUM BAR LENGTH = 24 . Q (4 READ) � UNISTRUT B -LINE, KUMAR OR EQUAL. BEND BARS THAT DON'T FIT IN FOOTING I— �- i I ' APPLIES WHEN PIPE SUPPORT PER ACI STANDARDS. W � � ( V) INCHES 3. USE A 2 DIAMETER 4.5 CAISSON UNDER EACH LEG INCHES O W WITH 6-#6 IN LOCATIONS WHERE LEG FALLS ; FEET IS OFF OF VESSEL PAD) U o U 0 OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY -- 0 s REFER TO DETAIL 0 s s.h » »zY ..;=>s 5 .,a h k ;.,.. _ ' 1 I iU ..R} ,.5 M W W S �. >� 6 NOT TO SCALE U 1-1/2 = 1 —0 1-1/2" = 1'-0" "" 0 1 2 W D4 ALTERNATE B z � 5 — 6 7 0� � TIERED PIPE SUPPORT LOWER SUPPORT D4 0 Q D4 TIERED PIPE SUPPORT D4 D4 TIERED PIPE SUPPORT FOOTING TIERED PIPE SUPPORT PARTIAL FOOTING Q m ALTERNATIVES u LL - PI -0507 ~ O + CAST IRON PIPE SADDLE THREADED PIPE U B DIMENSIONS PIPE SIZE O_ U U »C» MIN MAX 2 1/2- 2 1/2- 1 1/2" 8" 13" 3" 2 1/2" 1 1/2" 8 1/4" 13 1/4 " 4" 3" 2 1/2" 9 1/4" 14" 6" 3" 2 1/2" 10 1/2" 15 1/4 " 8" 3" 2 1/2" 11 3/4" 16 1/2" 10" 3" 2 1/2" 13 1/2" 18 1/4" 12" 3" 2 1/2" 15" 19 3/4" CAST IRON O ' w m Q ADJUSTING NUT 0. CL. Q m L » p DESIGN ENGINEER: 18 THREADED I 01v KEVIN BERRYHILL PIPE I?AfA 1 LICENSE N0. A , ?, .. � ;� O 70415 z 9" 1/2" X 5" EXP (4 READ) o NON -SHRINK �I DRAFTED BY: CHECKED BY: 6-#4 BARS DVS MJB 12" LONG DATE: 08-14-2018 s JOB N0: 214318001 ZR U,1 00F� GROUT a, , f : r ---- IN PROJECT N0: PHASE. FLOOR SLAB 8 0 1 » v .. NOTE: FOR SUPPORTS IN AREAS OUTSIDE OF FLOOR SLAB, CONSTRUCT ORIGINAL SCALE SHOWN IS 18"x18"x6" PAD UNDER PIPE SUPPORT. ONE INCH. ADJUST SCALE FOR io REDUCED OR ENLARGED PLANS, 86.1_1831 SHEET D4 D4 ADJUSTABLE PIPE SUPPORT • Fc-/ RECORD No. 17 of 24 3 w 00 Q N Ln 00 O_ U U �-� t t'0 M 00 t �� QNn� w < U5 — 'Coo c a=0, oww ��c. >U N a N3 pp 3 0O r0 W 3 E$U-1 C-0 CAST IRON O ' w m Q ADJUSTING NUT 0. CL. Q m L » p DESIGN ENGINEER: 18 THREADED I 01v KEVIN BERRYHILL PIPE I?AfA 1 LICENSE N0. A , ?, .. � ;� O 70415 z 9" 1/2" X 5" EXP (4 READ) o NON -SHRINK �I DRAFTED BY: CHECKED BY: 6-#4 BARS DVS MJB 12" LONG DATE: 08-14-2018 s JOB N0: 214318001 ZR U,1 00F� GROUT a, , f : r ---- IN PROJECT N0: PHASE. FLOOR SLAB 8 0 1 » v .. NOTE: FOR SUPPORTS IN AREAS OUTSIDE OF FLOOR SLAB, CONSTRUCT ORIGINAL SCALE SHOWN IS 18"x18"x6" PAD UNDER PIPE SUPPORT. ONE INCH. ADJUST SCALE FOR io REDUCED OR ENLARGED PLANS, 86.1_1831 SHEET D4 D4 ADJUSTABLE PIPE SUPPORT • Fc-/ RECORD No. 17 of 24 3 w 00 Q N Ln 00 OF v a _ TUBING 2o Q Q MALE TUBE CONNECTOR 2 L X 1 W X 2 DEEP a oi o >01.9 o v RECTANGULAR POLYETHYLENE > �._ a � � �' w rn Us vim. Q a - TANK WITH INTERNAL FLANGE 2-1/2" ANGLE VALVE W/ CAP Ol c � o 0 o c c ¢w U -n o w «� o �'� 3 AND HD US PLASTICS/TAMCO FEMALE NPT X MALE NH v � S 3 c, a v o- w S_ TUBE NOTES CHEM–TAINER, OR EQUAL DIXON AV250 OR EQUAL _ ` � � 0 0 3 -r-- 3/8" STAINLESS STEEL w o � o ' � � – � � -0 _'6 c. cE 1. CHEMICAL INJECTION TAPS 2 – (GRAINGER COIL–TUBING 3ADD1) CHEMICAL INJECTION N Q U a = o � "In OR APPROVED EQUAL 3D° SHALL BE SAF–T–FLO D5 PORT Na o a�1,0600 �� " � � z � 'n � `N Q3 p ': 0 A- CHAMFER MODEL EB -125 INJECTION 2 MIN 1 /2RAC}. o �, co a.n v -*� U .c �, 6 .c a- _ ASSEMBLY OR APPROVED �' > a _ �'� a �- s v�0_o, EQUAL. I Qaa�aaQOvc Tfawy wD t-zo�c�c �cw�o-w0'� 2. TUBE CHAMFER SHALL FADE J J W a a �, o� u U- w x > Fn,c v.c c v ,, v UPSTREAM.v v s VINYL CAS a z � o o w >_ o o >` c COMPRESSION ADAPTER 45' w z °- 0 o u 0 p o w v O (McMASTER—CARR #0531 K21 ASTM D1248 TYPE 1, Q » U w _= o .. _ a ca o 1/4!' HEX NPT, MALE 2 0 2-1/2- BRASS PIPE OR APPROVED EQUAL} CLASS A, CATEGORY_ 4, � 0 0 x 3/8" COMPRESSION 2 = EFFLUENT GRADE E ANSI NSF 61 �- .; 1 0 0 � PIPE CERTIFIED CLEAR PE TUBING O O COMBINED GAC 3/4 HALF COUPLING o o EFFLUENT PIPE OR SADDLE m 1 / 2'" RAD. 1-1 /2" EPVC W/ — 3/8" CARRIER & THREATEE D ' ED FLANGE BRANCH GALVANIZED OR I TUBING FROM cv COATED STEEL STAND BALL VALVE � CHEMICAL METERING f 1/4" NPT, FEMALE FLOW —ill FG PUMP WHARF HYDRANT MANIFOLD CONNECTION 1/ NOTES x 2"' NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, FEET 1/4!' THREADOLET MINIMUM OR STAINLESS STEEL SCHEDULE 40. z 0 0 1 in 3/4" _ 1p_03, 5 w Z NOT TO SCALE 3 4 D5 NOT TO SCALE D5 D5 D5 SAMPLE TAP CH EM I CAL INJECTION PORT CHLORINE INJECTION WHARF HYDRANT . 10 12 11 15O =16 3 3 I i 14; i 13 3 } 3 3 3 3 3 '16 O8 17 9 5 17 4 4 3 ., 3 O .,,. O EQUIPMENT SCHEDULE ITEM DESCRIPTION Oi SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 CORPORATION STOP, 1" MUELLER B25005N OR EQUAL O 1" TYPE K SOFT DRAWN COPPER TUBE O 1" STRAIGHT COUPLING PE–IPS X MIP MUELLER H -15426N OR EQUAL O 1" ANGLE BALL VALVE FIP X FIP MUELLER B -24285N OR EQUAL O 1" X 3" BRASS NIPPLE O7 1" ELL FIP X FIP Os VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL O 1" STRAIGHT COUPLING PE–IPS X FIP MUELLER H -15456N OR EQUAL to 1/4" OD 304 SS TUBE tt 1/2" X 1/4" REDUCER MPT X CTS COMPRESSION FITTING t2 VINYL CAP WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION t3 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000–HJB OR EQUAL t 4 1/2" OD 304 SS TUBE t5 1/2' SS BALL VALVE, FPT t6 1/2" SS COMPRESSION FITTING X MPT t7 1" X 1/2" REDUCER, MPT X FPT 2 O WATER MAIN CL 0 U 1! C rn cu $ �p 00 �� Q.N�� V) Q Q) No co 0 0C wV- 2_6 3u,Jxa > U ° Lo q- �8)3 p LoL Cco co L �� W °¢� I rC, C13 CC 0 IV 0 CL. n ll:� (o j DESIGN ENGINEER: A A i".,�-'~- �•�.a � KEVIN BERRYHILL o o � LICENSE N0: O i 70415 CV o ~�� DRAFTED BY: CHECKED BY: NOTES DVS MJB (4) 1/2" SS ANCHOR BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. DATE: 08-14-2018 JOB NO: 214318001 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA PROJECT N0: ---- CONCRETE BASE GRAVEL. PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5 6.1-1831 SHEET D5 D5 WATER QUALITY SAMPLING STATION C/ Ty RECORD No. 18 °F 24 CL c� I CD 0 00 n t r -- N / N I J 00 0 N Lo 00 6 z o Q LL � �mWzo U V) w LLJ 0 0 w Q Lij < m U) o LL_ __j 0 J cr_ W O (n W 2 O WATER MAIN CL 0 U 1! C rn cu $ �p 00 �� Q.N�� V) Q Q) No co 0 0C wV- 2_6 3u,Jxa > U ° Lo q- �8)3 p LoL Cco co L �� W °¢� I rC, C13 CC 0 IV 0 CL. n ll:� (o j DESIGN ENGINEER: A A i".,�-'~- �•�.a � KEVIN BERRYHILL o o � LICENSE N0: O i 70415 CV o ~�� DRAFTED BY: CHECKED BY: NOTES DVS MJB (4) 1/2" SS ANCHOR BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. DATE: 08-14-2018 JOB NO: 214318001 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA PROJECT N0: ---- CONCRETE BASE GRAVEL. PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5 6.1-1831 SHEET D5 D5 WATER QUALITY SAMPLING STATION C/ Ty RECORD No. 18 °F 24 CL c� I CD 0 00 n t r -- N / N I J 00 0 N Lo 00 D 1 0 0�0 �U Q LL � �mWzo U V) w LLJ 0 0 w Q < m o LL_ 2 O WATER MAIN CL 0 U 1! C rn cu $ �p 00 �� Q.N�� V) Q Q) No co 0 0C wV- 2_6 3u,Jxa > U ° Lo q- �8)3 p LoL Cco co L �� W °¢� I rC, C13 CC 0 IV 0 CL. n ll:� (o j DESIGN ENGINEER: A A i".,�-'~- �•�.a � KEVIN BERRYHILL o o � LICENSE N0: O i 70415 CV o ~�� DRAFTED BY: CHECKED BY: NOTES DVS MJB (4) 1/2" SS ANCHOR BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. DATE: 08-14-2018 JOB NO: 214318001 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA PROJECT N0: ---- CONCRETE BASE GRAVEL. PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5 6.1-1831 SHEET D5 D5 WATER QUALITY SAMPLING STATION C/ Ty RECORD No. 18 °F 24 CL c� I CD 0 00 n t r -- N / N I J 00 0 N Lo 00 _0 C: 0t7 v r - - - - - - - - - - - - - - - - - - - - - - - See standard cn 0) Cp 4.0' M 0 -a 0 Q).c 0 0 drawing SW -6 W " 0) -+- 40Maxou t > U.- :n for from e and 4,5' Min. -a 0 > !E > r 0 ---------- Mere incoming and outgoing - 46 cover details E Z'o -E , 0 -1 " (L) _'., 0 -0 7. < LLJ L- C) -0 sewers Q (L) L V# 0:� - 4' h a manhole vary in - �_ - a) 0 CL _T LLJ �r Vj (710 - " -C v)A= G c c: E -p size, extend lower halms of L y sewers 8.0' bemad The upper portions of incoming ir - (.D L'j cn E #Wde of wa# and shape :'4 and outgoing sewers shall be - -J.!= L� L_ G i ad cr- L E 7Z Shelf izz) i'k 1 - jj�: .. *' 4.* E Z� L -L LL shall be plastered smooth with 0-1- Z; < U.S11 � 0 0 Z11-0 CL cL (1) EJ El El 0 El El 1. 4� 1. cement mortar 0 X J_ I transition channel between I I removed and the broken edges 1 Z-1 CJ E] ED .4 ends of lower halves 4. 0' Dia _j U) oc .4 - off eyosm e., 4 0:� 0 LL :i;5 En Q) '0 C -- > I W :E Cn 0 ICL > 9 El FIE] Cl El El 1:1 More incoming and outgoing 0 CL TEE TES' t Col. sewers 0 > E 0 (7, 00 0 4 4. 0' Dia C4 0 0 in a manhole are of *6 0 E 0 the some diam ter, the top _�;'E 22 112' ELL CL 0-+' C1. K71 (n L- - - - - - - - - - - - - - 0 remo :z E 6-w 6 3 ved between wails and WATER half of poe 5ha# only be I - 1:1 E Inlet C: CC'L 2 :2 -0 -0 0, the broken edges shall be U LU E cx- 7t, L_ 0.�= L_ - n El FLV 4Q I I FX Uj " X Tn- 1- 0 � - - #4 REBAR >_ K cr- 0 cn -C cL plastered smooth with e7�� I . ! 0 Q L_ :3 0 cement mortar. P. slab not to be cut� a 0- 0 D Note. 0 Z: 0 PLAN AT SURFACE PLAN AT BOT TOP VIE W poured until paving is in place. -0 =3 C'L- _0 U a) M ffet --- 4 \1;0W IV s P.C.C. dab not to be poured until paving is in place. 51ab and lid VAL VE ANCHOR R=a5* to be 0.125' to 0.25' 12-0 CAST IRON LID TO READ below new finished paving. >i '01 TY OF BAKERSRELD WA 7ER APAVEMENT CONCRETE, 41% 4 4 2. 0 M1171 6' TYPICAL OR LANDSCAPED 8 0" 0. FINISHED GRADE . ..... ......... ....... ION SECT NOTES' M 6 _74\ A 1, A# work shah conform to the qWkable sections of the 2:1 Mortar, 12NO CAST IRON SUPPORT RING 2 1 Mortar, NOTES. 90" ELLCry Pocked specifications entitled "Standard Specifications, State of Dry Packed CROSS dFqF*W9R7M I - California; Department of Transportation', approved 2.0' Did. 1, All work shall conform to the applicable sections REDUCER 2. 0' M0. of the speciflcotions entitled AStandard Specifications, current edition. SA WCU T A. C. State of California, Department of Transportation, J4 REBAR #4 REBAR 12" I - 2x2' SQUARE CONCRETE SLAB 127014 GAUGE ROLLED STEEL PIPE (VARIES IN LENGTH AS NEEDED) REOW000, BLOCK OR 10 1*0 SCHEDULE 40 PVC 2'wX6'*XI,6f T*V PLAICES 6! WA TERLINE NOTES,• cerin cw�pound as per section 90- 7 016 of the standard• direction of the mM Ithe whenever posskle or as Specifications. directed by the City Engineer. ALL VALVES, R777NGS AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS BLOCKS. -6 f is 8. jjX• 6. See standard drawing SW or frame, cover, and A 6. All transitions between pipe inverts shall be a WABLE SOIL PRESSURE OF 1500 PSF.Shelf 2) BEARING AREAS INDICATED ARE BASED ON ALLO drop manhole detods smooth warped surface. NOTA- 7 N1 sewer manholes, for sewer lines larger than 3) CONCRETE IS NOT TO BEAR AGAINST PIPE, THRUST BLOCK TO ONLY BE IN 7 All channels shall be smooth finished with steel trowel. N . 18' h7 diameter, shall be lined with FINISH CONCRETE SLAB 114 CON7ACT WTH FITTING. Shelf sha# be broom AhMed for slip resistance : - .1! .. * -'­ . '. 4. Off M#?. �: ­ - - " I "T lock" or approved equal BELOW A. C. PA VEMEN T .;A o 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. + F� AR OF CONCRETE A �f�N T A 5) JUIN TS' SHALL BE KEPT CLE FILENAME. SW-2RIEV FILENAME: SW-4REV V. DAX DATE 6) THRUST BLOCKS SHALL BE CLASS 'a" CONCRETE HAVING A MINIMUM OF 5 SACKS 6/2/99 6/2/99 co�' A POR nAND CEMENT (470 LBS.ICY) & A MINIMUM ULTIMATE CoMpRESSIvE STRENGTH OF 3000 psi STANDARD WAWN ACU STANDARD DRA%W icu SCAM.W4.69' SHAW M. SHAW 0WATER RESOURCES DEPARTMENT MANHOLE MANHOLE SECTION MANHOLE WATER RESOURCES DEPARTMENT WAX CITY OF BAKERSFIELD, CALIFORNIA TYPE "Ast N.T.S. TYPE "B" N.T.S. CITY OF BAKERSFIELD, CALIFORNIA special AWROM Sim 140. SHEET W. Aggregate SEC TION d OF BMERSMW SW -2 crry or- wmalsmw LU Crry SW- 4 VALVE BOX. DETAIL THRUST BLOCK DETAIL (Calcareous) CAUFOMIA CAUFCFM C&I V5 CITY DOWER PUBLIC WORKS DEPARTMENT CrTY DOWER PUBLIC WORKS DEPARTMENT PLATE No, APPROVED: PLATE No. W APPROVED. W-1 2 W- 2 1 REV. 3-22-16 - ----- DATE MANAGER WATER RESOURCES DEPARTMENT -7- DATE REV, WATER RESOURCES DEPARTMENT 2 r3 L}. D6 (OFF-SITE PIPELINES ONLY) D6 D6 LU Cn cin 26.250 -8 to'_j 2525* J :Dry 0.7,5m 0 O� 625' I CENTER Cn "" I � - -1 t GUTTER STREET T LLJ 1.375" See Detail 'A.' J.00 01 FLOKINE PIPE TRENCH RIGHT OF WAY Of Z I f T E PLAN 2' TYPICAL ML N IO015" LLJ >_ Ll -Clear Opening F- 2.0' 17' Z: V) --III- LLJ ro Lij Clear Opening V) 32.5* 0 r) (- 0 ) SECTION B -B _j w ry LLJ z 46 SECTION A -A M or C:) NA 77W BACKFILL COMPACTED TO wICY- 9OX RELA 71 VE A T MAXIMUM DRY y W05" DENSITY, EXCEPT AS MODIFIED BY Lij 1.0* pattern SPECIAL PRO WSION. F letters, 0.125" See note 11. z 95% 14HEN IN STREET R/W < < 1.5" self high < M droh7ing I blind pick1,00 Dia. hole 2. 0" pattern center hole METALLIC PIPE IDENTIFIER TAPE F_ 0 fetters, 0,125- M high 0 A A SELECT MA TERIA L COMPA C TED TO SEWER AN 85X RELA 77 VE DENSITY n C) Notch lid to And pick hole See note 11, C) ' 1.0" pattern 0.625' pattern TRENCH ZONE COMPACTED TO 1.0 pattern letters; 0.125M letters 0,125 ' 8,5X MIN, RELA 77 VE DENSITY letters, 0.125' high 7T �:N C> high MANHOLE high. Location for CLEANOUT C , (A country of origin 0,60 cu 'a) 00 C-4 tO 'n ExcA VA TE To CLEAR PIPE BELL ce 0) 1 MIN. MIN. �R < 0 5< 'D NOTES: V) = - E 70 G 0 1. All frames and cows shall be tested for accuracy 1/32" (D W of fit and shall be marked in sets prior to delivery. Machined PIPE O.D. 12'!-24" 0 W-1 X q J_r U< U<- Col. C�l 2. The seats of frames and beats g foces of the covers > Surfaces L) -C 5 g, shall be machined for a smooth non -rocking fit between a) 4,2w MINIMUM FOR 12" DIAMETER MAINS & SMALLER 8 the two Castings. ToperCover 48" MINIMUM FOR LARGER THAN 12* DIAMETER PIPE U) Z5 J. Castings shall be thoroughly cleaned and doped twice **6' MINIMUM FOR MAINS LESS'THAN 12' DIAMETER LU 00 in a quick -drying, *t -black asphaltic compound to Frame 12- MINIMUM FOR MAINS 12- DIAMETER AND GREATER provide a protective coating. 4, All frames and cows shall be gray cost iron, free DE TA IL "ADESIGN ENGINEER: from warps, cracks. holes, swells and cold -shot, and NO M2 KEVIN BERRYHILL shall ham a workmanlike Anish. Highway loading should 9. The 2.0* pattern letters on the manhole covers 1) WATER MAIN SHALL BE L OCA TED 2' FROM RIGH T- OF- WAY WHEN 'POSSIBLE, LICENSE NO: be HS 20-44. shall have one of the following desoations.- DRAIN or SERER 70415 5. Costing shall conform to the provisions of the specifications 10 Assembly shall be designed for highway loading of HS 20-44, 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER DRAFTED BY: CHECKED BY: for grariron castings, serial designation ASTM.- A-46 FLOKINE GRADE, DVS MJ13 (latest revision), Class No. 306. It 2.0'x 1.0" diamond mat 0,125* deep. FILENAME: SW-6REV J) IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SEC770N, OR DATE: 08-14-2018 6. The name of the manulacturfhg company shall be DATE 6/2/99 PA VEMEN T PATCHING SPECIFICA TION SHALL supERCEDE BACKFILL AND on the underside of the cover STANDARD COMPAC77ON STATED. JOB NO: 214318001 DRAWW icu 7. Manhole frame shall we* not less than 120 lbs. FRAMES AND CHWEI) PROJECT NO: - - - - nor more than 250 lbs.. The cover ' COVERS FOR SCAU M. SHAW WATER RESOURCES DEPARTMENT PHASE: shall weigh not less than 120 lbs nor more MANHOLES & CLEANOUTS N.LS. than 200 lbs. APPROWD SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA 0 1 6 Manhole cows shall have a self drahk7g blind pick CITY OF BAKEPOFEi-D SW -6 CAIIR)FNA STANDARD PIPE TRENCH ORIGINAL SCALE SHOWN IS hole unless otherwise approved by the City Engineer ONE INCH. ADJUST SCALE FOR CM ENOWEER IPUBUC WORKS DEPARTMENT PLATE Nm REDUCED OR ENLARGED PLANS. APPROVED,` ,,f W-1 6.1-1831 SHEET �J'- 5 6 R WATERRESOURCESREV. 1-9 09 URCES DEPARTMENT DATE D6 °fi °s FOR ON --SITE TRENCHES CITY RECORD No. 1 9 OF 24 .� CL L_ CD I 0 C) 00 C14 (D =5 CD M 00 0 C14 -1 LO 00 THRUST BLOCK SCHEDULE 2All unlineduntiomanhole joints shall be Med with Aent approved Curren r ton. BEARING AREA IN SQUARE FEET PIPE SIZE TEE OR 90'ElL PLUG 451ELL 22 112* ELL CROSS VALVE` 3 4 2 2 1.5 CA j,.0 must be mortared and neatly raked or wiped on inside 5 1 7 4 2 J. 0 EA. .5.5 10� a 11 6 4.5 EA. -CA, 9,0 -73. 11 16 .6 4 6.-5 0 16* 16 23 13 7 6 0 EA 16,0 cerin cw�pound as per section 90- 7 016 of the standard• direction of the mM Ithe whenever posskle or as Specifications. directed by the City Engineer. ALL VALVES, R777NGS AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS BLOCKS. -6 f is 8. jjX• 6. See standard drawing SW or frame, cover, and A 6. All transitions between pipe inverts shall be a WABLE SOIL PRESSURE OF 1500 PSF.Shelf 2) BEARING AREAS INDICATED ARE BASED ON ALLO drop manhole detods smooth warped surface. NOTA- 7 N1 sewer manholes, for sewer lines larger than 3) CONCRETE IS NOT TO BEAR AGAINST PIPE, THRUST BLOCK TO ONLY BE IN 7 All channels shall be smooth finished with steel trowel. N . 18' h7 diameter, shall be lined with FINISH CONCRETE SLAB 114 CON7ACT WTH FITTING. Shelf sha# be broom AhMed for slip resistance : - .1! .. * -'­ . '. 4. Off M#?. �: ­ - - " I "T lock" or approved equal BELOW A. C. PA VEMEN T .;A o 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. + F� AR OF CONCRETE A �f�N T A 5) JUIN TS' SHALL BE KEPT CLE FILENAME. SW-2RIEV FILENAME: SW-4REV V. DAX DATE 6) THRUST BLOCKS SHALL BE CLASS 'a" CONCRETE HAVING A MINIMUM OF 5 SACKS 6/2/99 6/2/99 co�' A POR nAND CEMENT (470 LBS.ICY) & A MINIMUM ULTIMATE CoMpRESSIvE STRENGTH OF 3000 psi STANDARD WAWN ACU STANDARD DRA%W icu SCAM.W4.69' SHAW M. SHAW 0WATER RESOURCES DEPARTMENT MANHOLE MANHOLE SECTION MANHOLE WATER RESOURCES DEPARTMENT WAX CITY OF BAKERSFIELD, CALIFORNIA TYPE "Ast N.T.S. TYPE "B" N.T.S. CITY OF BAKERSFIELD, CALIFORNIA special AWROM Sim 140. SHEET W. Aggregate SEC TION d OF BMERSMW SW -2 crry or- wmalsmw LU Crry SW- 4 VALVE BOX. DETAIL THRUST BLOCK DETAIL (Calcareous) CAUFOMIA CAUFCFM C&I V5 CITY DOWER PUBLIC WORKS DEPARTMENT CrTY DOWER PUBLIC WORKS DEPARTMENT PLATE No, APPROVED: PLATE No. W APPROVED. W-1 2 W- 2 1 REV. 3-22-16 - ----- DATE MANAGER WATER RESOURCES DEPARTMENT -7- DATE REV, WATER RESOURCES DEPARTMENT 2 r3 L}. D6 (OFF-SITE PIPELINES ONLY) D6 D6 LU Cn cin 26.250 -8 to'_j 2525* J :Dry 0.7,5m 0 O� 625' I CENTER Cn "" I � - -1 t GUTTER STREET T LLJ 1.375" See Detail 'A.' J.00 01 FLOKINE PIPE TRENCH RIGHT OF WAY Of Z I f T E PLAN 2' TYPICAL ML N IO015" LLJ >_ Ll -Clear Opening F- 2.0' 17' Z: V) --III- LLJ ro Lij Clear Opening V) 32.5* 0 r) (- 0 ) SECTION B -B _j w ry LLJ z 46 SECTION A -A M or C:) NA 77W BACKFILL COMPACTED TO wICY- 9OX RELA 71 VE A T MAXIMUM DRY y W05" DENSITY, EXCEPT AS MODIFIED BY Lij 1.0* pattern SPECIAL PRO WSION. F letters, 0.125" See note 11. z 95% 14HEN IN STREET R/W < < 1.5" self high < M droh7ing I blind pick1,00 Dia. hole 2. 0" pattern center hole METALLIC PIPE IDENTIFIER TAPE F_ 0 fetters, 0,125- M high 0 A A SELECT MA TERIA L COMPA C TED TO SEWER AN 85X RELA 77 VE DENSITY n C) Notch lid to And pick hole See note 11, C) ' 1.0" pattern 0.625' pattern TRENCH ZONE COMPACTED TO 1.0 pattern letters; 0.125M letters 0,125 ' 8,5X MIN, RELA 77 VE DENSITY letters, 0.125' high 7T �:N C> high MANHOLE high. Location for CLEANOUT C , (A country of origin 0,60 cu 'a) 00 C-4 tO 'n ExcA VA TE To CLEAR PIPE BELL ce 0) 1 MIN. MIN. �R < 0 5< 'D NOTES: V) = - E 70 G 0 1. All frames and cows shall be tested for accuracy 1/32" (D W of fit and shall be marked in sets prior to delivery. Machined PIPE O.D. 12'!-24" 0 W-1 X q J_r U< U<- Col. C�l 2. The seats of frames and beats g foces of the covers > Surfaces L) -C 5 g, shall be machined for a smooth non -rocking fit between a) 4,2w MINIMUM FOR 12" DIAMETER MAINS & SMALLER 8 the two Castings. ToperCover 48" MINIMUM FOR LARGER THAN 12* DIAMETER PIPE U) Z5 J. Castings shall be thoroughly cleaned and doped twice **6' MINIMUM FOR MAINS LESS'THAN 12' DIAMETER LU 00 in a quick -drying, *t -black asphaltic compound to Frame 12- MINIMUM FOR MAINS 12- DIAMETER AND GREATER provide a protective coating. 4, All frames and cows shall be gray cost iron, free DE TA IL "ADESIGN ENGINEER: from warps, cracks. holes, swells and cold -shot, and NO M2 KEVIN BERRYHILL shall ham a workmanlike Anish. Highway loading should 9. The 2.0* pattern letters on the manhole covers 1) WATER MAIN SHALL BE L OCA TED 2' FROM RIGH T- OF- WAY WHEN 'POSSIBLE, LICENSE NO: be HS 20-44. shall have one of the following desoations.- DRAIN or SERER 70415 5. Costing shall conform to the provisions of the specifications 10 Assembly shall be designed for highway loading of HS 20-44, 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER DRAFTED BY: CHECKED BY: for grariron castings, serial designation ASTM.- A-46 FLOKINE GRADE, DVS MJ13 (latest revision), Class No. 306. It 2.0'x 1.0" diamond mat 0,125* deep. FILENAME: SW-6REV J) IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SEC770N, OR DATE: 08-14-2018 6. The name of the manulacturfhg company shall be DATE 6/2/99 PA VEMEN T PATCHING SPECIFICA TION SHALL supERCEDE BACKFILL AND on the underside of the cover STANDARD COMPAC77ON STATED. JOB NO: 214318001 DRAWW icu 7. Manhole frame shall we* not less than 120 lbs. FRAMES AND CHWEI) PROJECT NO: - - - - nor more than 250 lbs.. The cover ' COVERS FOR SCAU M. SHAW WATER RESOURCES DEPARTMENT PHASE: shall weigh not less than 120 lbs nor more MANHOLES & CLEANOUTS N.LS. than 200 lbs. APPROWD SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA 0 1 6 Manhole cows shall have a self drahk7g blind pick CITY OF BAKEPOFEi-D SW -6 CAIIR)FNA STANDARD PIPE TRENCH ORIGINAL SCALE SHOWN IS hole unless otherwise approved by the City Engineer ONE INCH. ADJUST SCALE FOR CM ENOWEER IPUBUC WORKS DEPARTMENT PLATE Nm REDUCED OR ENLARGED PLANS. APPROVED,` ,,f W-1 6.1-1831 SHEET �J'- 5 6 R WATERRESOURCESREV. 1-9 09 URCES DEPARTMENT DATE D6 °fi °s FOR ON --SITE TRENCHES CITY RECORD No. 1 9 OF 24 .� CL L_ CD I 0 C) 00 C14 (D =5 CD M 00 0 C14 -1 LO 00 2All unlineduntiomanhole joints shall be Med with Aent approved Curren r ton. seal or approved black mastic equal Inside of manholes must be mortared and neatly raked or wiped on inside 2. Mortar shall consist of one part Portland Cement of POO• and two parts of ciear4 well graded sand Pro cost re,671orced manhole sections shall be constructed QoeJ. J. Joh7ts shall be filled with mortar and neatly cleanediameter z i7 accordance with the provjsibns of ASTM C-478, varies or w47ed on inside of pipe. 0 current edition, 4. 0' Diu. 4, Pro cost reinforced manhole sections shall be 4, All sewer manholes, for sewer lines larger than f8* 771 2i, constructed in accordance with the provisions of LdW ih diameter, shah be lined with 'r -Lock' or opproved equal, ASTM C-478, current edition. 4 0,19id. 5 rnncrmia nnrl Lhn# be cured i&;ih n white n;nrnPnfPd 5 frr-trl*r cki- should be installed in the upstream cerin cw�pound as per section 90- 7 016 of the standard• direction of the mM Ithe whenever posskle or as Specifications. directed by the City Engineer. ALL VALVES, R777NGS AND DIRECTIONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS BLOCKS. -6 f is 8. jjX• 6. See standard drawing SW or frame, cover, and A 6. All transitions between pipe inverts shall be a WABLE SOIL PRESSURE OF 1500 PSF.Shelf 2) BEARING AREAS INDICATED ARE BASED ON ALLO drop manhole detods smooth warped surface. NOTA- 7 N1 sewer manholes, for sewer lines larger than 3) CONCRETE IS NOT TO BEAR AGAINST PIPE, THRUST BLOCK TO ONLY BE IN 7 All channels shall be smooth finished with steel trowel. N . 18' h7 diameter, shall be lined with FINISH CONCRETE SLAB 114 CON7ACT WTH FITTING. Shelf sha# be broom AhMed for slip resistance : - .1! .. * -'­ . '. 4. Off M#?. �: ­ - - " I "T lock" or approved equal BELOW A. C. PA VEMEN T .;A o 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. + F� AR OF CONCRETE A �f�N T A 5) JUIN TS' SHALL BE KEPT CLE FILENAME. SW-2RIEV FILENAME: SW-4REV V. DAX DATE 6) THRUST BLOCKS SHALL BE CLASS 'a" CONCRETE HAVING A MINIMUM OF 5 SACKS 6/2/99 6/2/99 co�' A POR nAND CEMENT (470 LBS.ICY) & A MINIMUM ULTIMATE CoMpRESSIvE STRENGTH OF 3000 psi STANDARD WAWN ACU STANDARD DRA%W icu SCAM.W4.69' SHAW M. SHAW 0WATER RESOURCES DEPARTMENT MANHOLE MANHOLE SECTION MANHOLE WATER RESOURCES DEPARTMENT WAX CITY OF BAKERSFIELD, CALIFORNIA TYPE "Ast N.T.S. TYPE "B" N.T.S. CITY OF BAKERSFIELD, CALIFORNIA special AWROM Sim 140. SHEET W. Aggregate SEC TION d OF BMERSMW SW -2 crry or- wmalsmw LU Crry SW- 4 VALVE BOX. DETAIL THRUST BLOCK DETAIL (Calcareous) CAUFOMIA CAUFCFM C&I V5 CITY DOWER PUBLIC WORKS DEPARTMENT CrTY DOWER PUBLIC WORKS DEPARTMENT PLATE No, APPROVED: PLATE No. W APPROVED. W-1 2 W- 2 1 REV. 3-22-16 - ----- DATE MANAGER WATER RESOURCES DEPARTMENT -7- DATE REV, WATER RESOURCES DEPARTMENT 2 r3 L}. D6 (OFF-SITE PIPELINES ONLY) D6 D6 LU Cn cin 26.250 -8 to'_j 2525* J :Dry 0.7,5m 0 O� 625' I CENTER Cn "" I � - -1 t GUTTER STREET T LLJ 1.375" See Detail 'A.' J.00 01 FLOKINE PIPE TRENCH RIGHT OF WAY Of Z I f T E PLAN 2' TYPICAL ML N IO015" LLJ >_ Ll -Clear Opening F- 2.0' 17' Z: V) --III- LLJ ro Lij Clear Opening V) 32.5* 0 r) (- 0 ) SECTION B -B _j w ry LLJ z 46 SECTION A -A M or C:) NA 77W BACKFILL COMPACTED TO wICY- 9OX RELA 71 VE A T MAXIMUM DRY y W05" DENSITY, EXCEPT AS MODIFIED BY Lij 1.0* pattern SPECIAL PRO WSION. F letters, 0.125" See note 11. z 95% 14HEN IN STREET R/W < < 1.5" self high < M droh7ing I blind pick1,00 Dia. hole 2. 0" pattern center hole METALLIC PIPE IDENTIFIER TAPE F_ 0 fetters, 0,125- M high 0 A A SELECT MA TERIA L COMPA C TED TO SEWER AN 85X RELA 77 VE DENSITY n C) Notch lid to And pick hole See note 11, C) ' 1.0" pattern 0.625' pattern TRENCH ZONE COMPACTED TO 1.0 pattern letters; 0.125M letters 0,125 ' 8,5X MIN, RELA 77 VE DENSITY letters, 0.125' high 7T �:N C> high MANHOLE high. Location for CLEANOUT C , (A country of origin 0,60 cu 'a) 00 C-4 tO 'n ExcA VA TE To CLEAR PIPE BELL ce 0) 1 MIN. MIN. �R < 0 5< 'D NOTES: V) = - E 70 G 0 1. All frames and cows shall be tested for accuracy 1/32" (D W of fit and shall be marked in sets prior to delivery. Machined PIPE O.D. 12'!-24" 0 W-1 X q J_r U< U<- Col. C�l 2. The seats of frames and beats g foces of the covers > Surfaces L) -C 5 g, shall be machined for a smooth non -rocking fit between a) 4,2w MINIMUM FOR 12" DIAMETER MAINS & SMALLER 8 the two Castings. ToperCover 48" MINIMUM FOR LARGER THAN 12* DIAMETER PIPE U) Z5 J. Castings shall be thoroughly cleaned and doped twice **6' MINIMUM FOR MAINS LESS'THAN 12' DIAMETER LU 00 in a quick -drying, *t -black asphaltic compound to Frame 12- MINIMUM FOR MAINS 12- DIAMETER AND GREATER provide a protective coating. 4, All frames and cows shall be gray cost iron, free DE TA IL "ADESIGN ENGINEER: from warps, cracks. holes, swells and cold -shot, and NO M2 KEVIN BERRYHILL shall ham a workmanlike Anish. Highway loading should 9. The 2.0* pattern letters on the manhole covers 1) WATER MAIN SHALL BE L OCA TED 2' FROM RIGH T- OF- WAY WHEN 'POSSIBLE, LICENSE NO: be HS 20-44. shall have one of the following desoations.- DRAIN or SERER 70415 5. Costing shall conform to the provisions of the specifications 10 Assembly shall be designed for highway loading of HS 20-44, 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER DRAFTED BY: CHECKED BY: for grariron castings, serial designation ASTM.- A-46 FLOKINE GRADE, DVS MJ13 (latest revision), Class No. 306. It 2.0'x 1.0" diamond mat 0,125* deep. FILENAME: SW-6REV J) IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SEC770N, OR DATE: 08-14-2018 6. The name of the manulacturfhg company shall be DATE 6/2/99 PA VEMEN T PATCHING SPECIFICA TION SHALL supERCEDE BACKFILL AND on the underside of the cover STANDARD COMPAC77ON STATED. JOB NO: 214318001 DRAWW icu 7. Manhole frame shall we* not less than 120 lbs. FRAMES AND CHWEI) PROJECT NO: - - - - nor more than 250 lbs.. The cover ' COVERS FOR SCAU M. SHAW WATER RESOURCES DEPARTMENT PHASE: shall weigh not less than 120 lbs nor more MANHOLES & CLEANOUTS N.LS. than 200 lbs. APPROWD SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA 0 1 6 Manhole cows shall have a self drahk7g blind pick CITY OF BAKEPOFEi-D SW -6 CAIIR)FNA STANDARD PIPE TRENCH ORIGINAL SCALE SHOWN IS hole unless otherwise approved by the City Engineer ONE INCH. ADJUST SCALE FOR CM ENOWEER IPUBUC WORKS DEPARTMENT PLATE Nm REDUCED OR ENLARGED PLANS. APPROVED,` ,,f W-1 6.1-1831 SHEET �J'- 5 6 R WATERRESOURCESREV. 1-9 09 URCES DEPARTMENT DATE D6 °fi °s FOR ON --SITE TRENCHES CITY RECORD No. 1 9 OF 24 .� CL L_ CD I 0 C) 00 C14 (D =5 CD M 00 0 C14 -1 LO 00 1 D7 Ashpoltic Paint Bruder Asphalt Class 2 Portland Cement Concrete Color and finish to match Sowcut adjacent pavement. Existing a a d ° Portland Cement ° ° 40 Concrete 3.0" Select Material (if required) Backfill PATCH iN CONCRETE SURFACE Ashpdtic Paint Binder Existing Ashpalt Concrete Pavement pica/ each side NO TES: Class it Agadregafe Base 1. All workmanship and materials shall conform (� Q Q Q Q to the requirements set forth in the "Standard Specifications, State of California, Department of Transportation', approved current edition. 2. Sawcuts shall be made parallel or at right Backfdl angles to the centerline of the street. J. Depth of select materfal, if required, shall be PATCH IN ASPHALT CONCRETE SURFACE determined in the field by the engineer. 4. Patches less than 2.0' from existing patches, a4' Ashpolt edges of popment, or gutter droll be extended Concrete Surfockrg Asphaltic Paint Binder to include the intermediate isolated strip of existbrg pavement: Existing road III mixed surfacing 5. Minimum patch width shall be 2.0' at its smallest dxnension, unless otherwise allowed by ( ( © 0 the city engineer Select Material 6. Reference standards ST -13 and ST -14 for (if required) a O compaction requirements 7. For patch in asphalt concrete unless otherwise allowed by the city engineer A. local streets minimum 0.4' asphalt concrete Backfill- over 0.5' Class Il aggregate base B. Arterial and collector streets mktirnurn 0.7' PA TCH IN ROAD MiXED SURFACE asphalt concrete over 1.0' Class !l aggregate base STANDARD PAVEMENT PATCHES FILENAME: ST-11REV Pavement Backf4l compacted to 95X relative 1 compaction in roodway areas from 3 0' beyond back of curb, excluding all but the outer 1.0' of the median areas, and in alleys, within ...... the existing, accepted roadway improvements. Backfill compacted to 9OX relative compaction in all other areas Backfill in pipe zone compacted to 90X relative compaction. Backfill material within the pipe zone to conform to notes 1, 2 and J. +<# For public utilities , construction requirements as per the Public Utilities Commission General Orders Finish Grade + Depth varies depending on the streets Traffic Index (a) See Table 'B' below *Street 8 { Zone TRAFFIC INDEX DEPTH ESI 3.0 - 50 1.2' 55-6.5 1.5' TO - 8.0 20' 8.5 OR MORE 2.5' zzz, •.. Backfill compacted to 90.E IiIPoeQO Arelative compaction See ladle "A See Table 'A Upper limit of pipe zone shall be 1.0' above top of pipe bell or the outside diameter F - -- of plain end pipe. QC Haunching 6.00 Bedding Material for Flexible Pipe as per ASTM 0 2321 1. Backfill for Rigid Pipe. Backfill material within the pipe zone shall be free of deleterious material and shall have a Sand Equivalent of not less than 20 and shall conform to the following grading: Sieve Size Percentage passing 3/4' 100 No. 4 35--100 No, 30 20-100 This backrill material shall be placed in not to exceed one foot (1.0' loose) layers, simultaneously on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- acted by mechanical tamping. Backfill material shall be properly compacted to Soringline prior to proceeding 2. Bockrrll for flexible pipe. Pipe and fittings shall be installed rim accordance with the current ASTM specification 0-2321. Only Class I and 11 embedment materials within the pipe zone will be considered suitable Wthh the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible poe. The bedding and hounching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer mains, Class 1 bedding is required for bedding and hounching. Care shall be taken not to didocate the pipe. The remaining backfill in the poe zone shall be hand placed and compacted in lifts not to exceed 6.0' thickness Backfill materiol shall be property compacted to springllne prior to proceeding. 3. Backfill material above the pipe zone shall be free " Pipe or conduit 4. Testing of bockfdl materials shall be in accordance with the tests listed in Section 6-3.01 of the State Standard Specifications, (or ASTM 01557, Method 'C') for trench width greater than 10 If trench width is less than 1. 0, backfill with 2 sack slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor, the number and location of the tests shall be determkred by the City Engineer. The tests shall be in accordance with the tests listed in Section 6-3.01 of the State Standard Specifications, (or ASTM D1557, Method 'C'). 6. Each layer of backfill materiol shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed 7. For pavement patches within paved areas, see standard drawing ST -12 in this design manual. TABLE "A " The following shall qee/L q/Lfor trench widths. PIPE WIDTH IN GREATEST TAMPING CLASS I BEDOiNG DIMENSION SCA N.T.S. OR SL URR Y 1.0' or less 1.0' wider 4.0" wider both sides both sides 1, p' up to 2.0' 1.0' wider 6.0" wider both sides both sides 2• Q' or 1.5' wider 1.0' wider more both sides both sides "r `r a' of deleterious material and lumps or stones exceeding 00"'"" JCu 4.0' in greatest dimension and shall be placed in not STANDAR D CHECKED to exceed one foot (1.0' loose) layers and each layer TRENCH BACKFILL M. SHA shall be thoroughly compacted by mechanical tamping. AND COMPACTION APPROVED SHEET NO. CITY OF BAKERSRELD ST --11 CAUr-OFA t CITY ENGINEER I PI IRI Jr. OR ROAD TRENCH PATCHES FILENAME: ST-12REV icu REQUIREMENTS N.T.S. 2 APPROVED SHEET NO. CITY OF BAKERSFELD S T-12 D7 CA�� D7 CITY EMreOTR 01IAI IC! WORKS DEPARTMENT (FOR TRENCHES IN THE ROAD) Standard curb & gutter Type 3 Asphalt Concrete NO TES.- 1. ES: 1. Pavement shall be Type 3 asphalt concrete (A.C.) meeting the requirements of Section 39 of the "State of California, Department of Transportation, Standard Specifications approved current edition, unless otherwise required by the City Engineer. 2. Aggregate base shall be Class U ogregate base conforming to Section 26 of the State Standard Specifications 3. Structural sections for all streets shall be designed using traffic indexes in accordance with the provisions of Section 5.3.1.2 of the Subdivision and Engineering Design Manual. 4. Soil test data used in the design calculation shall be furnished by a sort testing laboratory report to be signed and sealed by a licensed engineer 5 Minimum A. C. thickness is to be 0.2' Type 3 Minimum Aggregate Bose is to be 0.4 6. A safety factor of 0.2 shall be applied h pavement calculations APPROVED Grading Plane 6 A compaction of 9OX shall be obtained for a minimum of 6.0' below the Grading Plane. Depth 'T" shall be in conformance with the following table. - Traffic index " T " 30- 5.0 1.1` 5.5- 6.5 1.5' 7.0 - 6.0 2.0' 85 or more 2.5' 9. For Asphalt PoOng Notes, see Standard Special Provisions located in the Subdiridision Design Manual. FOR CURB REPAIRS PROVIDE GALVAt SHEET METAL SP GUARD EXTENDING MORE THAN 1/4- X 1-•3/8" GALV STEEL BAR L FILENAME: ST-I3REV C r INCHES 711111111117� o s = 10 1-1/2 1 -0 4 D7 STANDARD STRUCTURAL PAVEMENT SECTION DATE 6/2/99 DRAWN JCIJ CHECXED M. SHAW SCA N.T.S. Shm NO. S T-13 CiTY OF BAKEfLD CALFOIMA .IC WORKS DEPARTMENT U V)z v a� -o o -s-1 i-,-, ca- � �'v C � O C pW v'CLO O Q) O > CL) O C.N QW OU �v O+ O v� O CO F--(n-3cO «-E-o.- U��o (D 4- .�o�v3 aOw0c: (1) cE 0a J�E,0uoi3oca cam. NJ V p,� 0+>'V O� O ?< �v��Z1ao+-a-0(n ovLCova - - L � CL 0 p�Z�$ `w ("D -2 c04 -A- o> 2 vi o' > a� CIL �•�o o �d� _rn Q) fIi 00O°Q)ao a- (n �'aoioa,� CD T� �, OOH O'�� �'�✓ w (n 0 O O C Z7 C7 C 0Q CL '(!1 Q,�� a-0-0 a) C o, xaaTi co i w i 0 Y m w W i c� 0 c 0 21v a- m 0 0 a CD O 0 m N i N I W J CD g Q rn 0 00 0 N L0 00 v _0 o c a � 00� o�.oQQq' CC ...� �� C n cn a N ai�a Q Q> O cy0 OW N N c 5_ �- Q > -C > <ui Q v(n a�f Quirn0 QW � U 'a �� i m r- -0 FINISHED GRADE - 1.0' (0.3m) _ ai °) cu `_ _ 0) v 0- °' w HV).E aQ c c.,� 0 E-, a1oQ HARD !! /+ 04. Nx jj - -- , ��I '�: PROTECTION UNIT -Lam,+- 3 c was � •� E � a �' � o ft --°' 1 • WHEN GROS51 N6 UNDER ROADWAY5 OR ANY OTHER SURFACE,/ ALL ELECTRICAL WIRlW6 AND WATER LINES SHALL BE INSTALLED 2.rJ (0,'t6m) DEEP, IN A SGRfmUI.E 40 PVC SLEEVE, SLEEVE SHALL BE 2 ,� 1 4.0 (O.Im FIN15HED GRADE P T { Y . I' : aP: �:'� `• P •.A•. r s '' • AA'' I I �' a P $ a, '} y .. " P $ s s� 6 a ` P� '•a'; • s WATER � (.�J' ;Yill : Ft �i -� � :` � o 03cc ca ECL - F-�� QL TU Q _ 0 TIMES! DIAMETER OF CONDUIT PIPING. ALL ELECTRICAL CONDUIT , / LOW Fr" .'',Y s,' O r` . s ' ao e . / % g.� \� \,� 4 w Via.<=.� '. a'„ .'a..b' ',P _ .. a. A� (:' (. I" :.k >.. _ �:. s "� +� ' ��• ftt� �,\ �� I,5 Mfg( c m _ T .... 3 v -n o v 0 ` .= + a c O +, z �, s a SHALL HAVE I MIN, DIA. FOR 110 VOLTS AND 2 MIN. DIA, FOR I' �' % ,� \ f� ,, &.. (Q.45m) a 2 a,Q_ C" Q VOLTAGE, SEE CITY STANDARD5 SHEET L-3, DETAIL H. 2. WHERE THE RAINSIRD MAXICOM IRRIGATION SYSTEM 15 PLACE MAXIGOM WI \' NEAR THE MAN LINE PLACE IRRIGATION CONTROL /``�: .%`��L /�` ROADWAY / HARDSGAPE \� �� , � '� ,�.( . �1• ', , I.5 MIN. Y I. MIN. LQ a ? wcNc oc�+s o � � v, v � _n v V„ •� w � v� O > cn Q v ' w �' cn w a '� SPECIFIED, THE MAXICOM GABLE MI�aT NOT COME INTO CONTACT WITH THE POWER 5UPPLY OR VALVE WIRING. LOCATE THE MAXI- GDM GABLE NEAR THE MAIN LINE AT A q O'CLOCK POSITION. 3, IF MORE THAN ONE LINE 15 IN5TALLED PER TRENCH PROVIDE AT THE q O'CLOCK �' , �✓.. W€RF'a NEAR THE MAIN P05iT{ON. r BiJNDLED AND TAf')rD AT , : 10 (3.Om) INTERVALS. y <;4 LOCATE WIRES AT TH> ` 3 OGLOGK Po`aiTION. M` '�"' 3' �\ /� �� .�,: STREET ✓%` `, o ��,I RIGHT-OF-WAY ONLY i., ) /��' 1,5 0.45m BEHIND u� I '` `° a RIGHT-OF-WAY L1NI ''\ `'+ `� n�CC) tJ SLEE tE v GpNDUIT 1 PIPING `� 4 � -wT- _ __ FINISHE A= �- GRADE (O. m) REQUIRED QN ALL ASSEMBLIES 1.5 MiN. I,0' (05M) A50VE €,5' MIN. CONCRETE CONCRETE SLA GO B SLAB PL-�+I�I c� p °� p 0 o � c � � c � a) N N w >, o Q o '- a a� . v� r _ ►-zoN�c ,0 LS oo'. >_ N a _ C a 0 o c a: v 0 a a c rn v v' c c� w «- ►- a " � w � Xaa •,� a .c � a .� p �«= c �n +� ,, n �' 0.5' (0.15m) HORIZONTAL AND VERTICAL SEPARATION. 4. ALL PVC SOLVENT (6LUE) SHALL BE #111 (PRIMER 15 �: .\moi ` . i.,I� � jMAIN� , -• --. ' BACKFILL 0.45m - . -- - -. (0.45m-� \ 3 �� - m c � �, s a a a 0 ,0 _ O z .� as c 0 .- c c)w�on.�03a�+-��cacu REQUIRED ON MAIN LINE ONLY). 5. LANDSCAPE AND IRR16ATION IMPROVEMENTS WITHIN THE d NEN CONCRETE � �?%��� 'y DEDICATED STREET RIGHT -DF -WAY MAY REQUIRE AN OPEN STREET PERMIT. CHECK WITH CITY ENOINEERING DEPARTMENT FOR REQUIREMENT5. = I.0 {O.�M) FINIaIfED GRADE �? r � ,�, � w 4 /,r �� FINI SHED GRADE eit .'T y., � CONCRETE THRU5T P, r _ BLOuK PER U.P.G �' ' T ^, Q b. WHERE OPEN STREET GUTS ARE REQU(RQ? TO INSTALL VARIOUS `l9\i`i'Y' B"�3� S'1.� Y"%`4f'> >�J`• E' e�� 1,•/ ••+�/%/ / i�`j ! f. I ,----------•-.-. FROM WATER ` F , _ r •, VAi VES METER ` ; ¢ S e, "I I � VANIZEP vi S 6A`(TYPIGALHROUGF!C11JT INC1� IRRIGATION LINES AND/OR HIRES, ALL STREET PATGHIt WITHIN:HRGSGAIaE \ ,: ., , •. �• y ::., • «.' . Y v si:4;`l/ ; THE CITY RIGHT -DF -WAY SHALL B)~ IN ACCORDANCE WITH C(TY`. EL.EGTRIGAL. CONDUIT4.>- • 5TANDARD 5T-12 OR A5 DIRECTED DY THE 611Y ENGINEER, 200 PVC. FOR LARGE ffE 5 pUGEp F}7+��}{+�55URE AGKFL T. ALL IRRIGATION LATERAL LINES SHALL BE CLASS UNDER A HARD 5WFAGE, TURF ASSEMBLY (Creator than 2.0" (54mm) Diad IF A LATERAL LINE 15 LOCATED ' SCHEDULE 40 PVC 15 REGUIRED. 44 FOR 5MALL4 `�` \:;, TURF '' NOTE5: °w `1 i; NOTES: S. WRtEN THERE 15 A GHAN6I IN FITTED DIRECTION, ALL IRRIGATION s3U15BLER5 r,, I.1 N CROSSING UNDER ROADWAYS OR ANY OTHER HARD 1RFAGE, %°w4. - ' !, EXCEPT AS NOTED ALL PIPING AND FITTING 5HALL BE MAIN LINE -5 LARGER THAN 2.0' (50 ) IN DIAMETER (PRE55)RE WITH CONCRETE THRUST BLOCKS IN BACKFILL ALL ELECTRICAL WIRING AND WATER LINES SHALL BE INSTALLED 2.5` (O.Ibm) DEEP, IN A SGHEDULI� 40 f'VG SLEEVE, SLEEVE SHALL BE 2 TIMES '�' GALVANIZES UNLESS APPROVED BY THE RECREATION AND PARKS DIRECTOR, LINES) SHALL BE SECURED % ,; a SHALL HAVE �� c<+ AGGC't?AI+IGE WITH MANUFACTURE'S RECOMMENDATION AND k? DIAMETL OF CONDUIT (PIPIT. ALL ELECTRICAL CONDUIT • 2° DIA. LE55 BRA55 FITTINC75 / NIPPL E5 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR. L••5 FOR BLOCK DETAIL. rw f. ,.- ' �'���. " ( MIN, DIA, FOR 110 VOLT5 AND 2 MIN, DIA, FOR LOW VOLTAGE, �j� -�» - �•,�-�-BACKFILL r WILL BE UNIONS, APPROVED EQUAL BY THE RECREATION AND PARKS DIRECTOR. NOT FLANGE5, / SEE CITY STANDARD SHEET THRUST „ �. ALL IRRIGATION MAINLINES 2.00 IN DIAMETER AND .�,�i�l%s:�� � LATERAL LINE 2. 5LEM SHALL EXTEND 1.0' (0.3m) BEEYOND HADR56M-'E ON ALL EN05 '=F /_ . �, \, �,�--SLEEVE HILL USE BALL �' 3, ALL MATR RIAL5 SHALL BE NEW AND FREE FROM IMPERFECTIONS MAINLINES 3. IMPROVEMENTS WITHIN THE DEDICATED STREET RIGHT-OF-WAY .�/,� VALVES O LESS SHALL BE SCHEDULE 40 PVc:. IRRIGATION rREATE-R THAN 2.Og � IN DIAMETER SHALL BE TITS PVC S�%HEDULE 4D OR MAY REQUIRE AN OPEN STREET PERMIT. CHECK WITH CITY EN6INE.ERI% DEPARTMENT FOR REQU(REMENT5. r `' ria CONDUIT 1 PIPING \; BRA5S FITTIN05 1,0 (0.3m) 4.5EE APPROVED LAND5GAPE/IRRIOAT€ON PLANS AND /NIPPLES ABOVE HICHE5T FIN15HED LEGEND5 FOR SPECIFIC MODEL NUMBERS, 517F, QUANTITY, cn �j APPROVED EQUAL BY THE RECREATION AND PARKS DIRECTOR. HEAD 6fZADE -- MAt FAGS, AND PERFORMANCE REQUIREMENTS. ui 10. ANY AND ALL CHAN6E5 5HALL BE APPROVED BY THE RECREATION FINISHED GRADE (.0' (0,3m) 4. WHERE OPEN STREET 6UT5 ARE REQUIRED TO INSTALL VARIOUS ALL STREET PATCH1Nr WITHIN IRRIGATION LINES AND/OR WIRES,���r%" �/, •. , (FV5 ONLYKLER '-- (PSB ONLY) AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION.: ,� �. ,1:`,�, , THE CITY R16HT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY SECTIO ����� 1.5 MIN. GONGRET' 1,5 MIN. 5. ALL TRANSITIONS FROM GALVANIZED PIPE TO PVC PIPE SHALL SLAB BE CONSTRUCTED WITH 5GHEDULE 44-7 FEMALE ADAPTER OR 11. ALL IRR16ATION INSTALLATION SHALL BE IN �A CE WITH CITY STANDARD5, THE LATEST APPROVED EDITION OF THE UNIFORM FOR LARGE -- `� ` BACKFILL AND COMPACT , ca ` � 5TANDARD STANDARD 5T•-!2 OR A5 DIRECTED BY THE CITY ENGINEER (0.45mJ (0,45m1 .. , V ' � ... , •: . % ., . ., ,,..•9,. a - APPROVED EQUAL BY iHI~ RECREATION AND PARKS DIRECTOR, y AaOliDINO To CITY 5. ANY AND ALL CHANCES SHALL BE APPROVED BY THE RECREATION .. PLUMBING CODE, MANUFACTURER`S RECOMMENDATIONS, 5ECT ION 20 OF THE STANDARD SPECIFICATIONS, AND A5 DIRECTED BY THE 5T-13. SEE CALTRANS 5pEG5.' �# SMALL 1i' � FOR �iRFACE TREATMENT OR AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. /\%��/=,� .. \`F b. A 6,0" (O.ESm) THICK REINFORCED CONIGRETE SLAB IS DI � �' FEMALE ALL PROTECTION DEVICES. MINIt�1M RECREATION AND PARKS DIRECTOR. Free h O.5 f1.5m1� :�% Tim HEADS �., ' " ` AS DIRECTED BY TSE V �rIC)N AND I1AtzK5 b, ALL Ei.EGTRICAL INSTALLATION SHALL � !N AGGDRDAI�.E ►^KITH � �: REG�JIREt? FOR WATER � ,� �, MONS /1 ADAPTOR HE �!�"'o.0 UN€4N5 �� GSE SHALL BE 15` (0.45 ON ALL 515E5 OF T %> `! 12 ALL MATERIAL USED SHALL BE NEW AND FREE FROM IM�GTIDNS. d BUBBLERS % , DIRECTOR, CITY STANDARDS MANUFACTURER'S RECOMMENDATIONS 5ECTION , ,\l/\;!; 20 OF THE STANDARD SPECIFICATIONS AND A5 DIRECTED B1' THE f'f +� ` w� DEVICE AND A5 DIRECTED BY THE RECREATION AND PARKS 13. SEE APPROVED LANDSCAPE AND IRRIGATION PLAN5 AND LEOEND5 LATERAL L€NE- ' '- _ r PLACE IRRIGATION CONTROL RECREATION AND PARKS DIRECTOR. 4 P :: DIRECTOR. SEE CITY 5TANDARD J, %EET L-4 \ ,. a :%'rt115rt G1✓l: - ` /%: FOR 5PEGIFIC MODEL NUMBER, SIZE, QUANTITY, MAI�AGTURER, AND PERFORMANCE REQUERI MENTS. .� k HIRES NEAR THE MAIN \ 1. ALL MATERIAL USED SHALL BE NEW AND FREE FROM IMPERFECTIONS. , jP�� U.F'G. �:� : � '1. ALL IRRIGATION IN5TALLATION 5HALL BE IN ACLORSANGE WITH o I4. NO OTHER CONDUIT OR PIPING MAY BE ALLOY D PLACE MAxICaM WIRES �`. .+ 6UNDLED AND T,aPED AT NEAR THE MAIN LINE J • ` 10` (3,Om) INTERVALS. S. ALL ELECTRICAL INSTALLATIONS WITHIN PARKS OR f� CITY STANDARC)S, THE LATEST ACCEPTED EDITION OF THE ., k `� : ; ' . Z WITHIN IRR16ATION P1PIi OR CONTROL LINE �H. AT THE 9 o'CLOGK �(\ LaGArE WIRES AT .1 ryl Po51r€orl. %3 E °. /f Pa51TION. PARKWAYS SHALL BE INSPECTED BY RELIC WORKS ELE7RlGAL SUPERVISOR. , \� x . . Ak ;p'. �,' L � ��; t � UNIFORM f'LUMBIN6 GODS, MANUFACTURERS RECOMMENDATION r °'• e `\ ALVANIZEt7 � SECTION 20 OF THE STANDARD SPEGIFIGATION5, AND A5 / R \� T-•'`';� v �w•��`>� 3 aCLOCK //f�, ` ; % s .w`�` j ;�d,/ /� ':�'�f %� DIRECTED BY THE RECREATION AND PARKS DIRECTOR. MULTIPLE L I NI t) OR CONTROL LINECONDUIT PIPit MAY BE ALLDI D WITHIN ELECTRICAL FROM HATER TO VALVE5 BAG4CFLOW A55EME3LY �. ANY AND ALL CHANGES SHALL BE APPROVED BY THE R (2.0" (50mm) and less) RECREATION AND PARK5 DIRECTOR BEFORE IMPLEMENTATION. REVISIONS O L 4 ww REVISIONS I.EL:D REVISIONS CITY OF BAKERSFIELD CITY OF BAKERSFIELD -- CITY OF BAKERSF vi z o z �' DETAILS FO.R PIPING, DETAILS FOR ELt-CI,RICAL CONDU['I` DETAILS FORPOTABLE 01 �w � TRENCHING, AND BACKFILL 1 .ENCI ZING, SI.,EEVI.NG, AND �3ACK.F.I:.LL WATER PR.OTEC"TION .� P 1 2 S FANDAR:D PIAN NO. 3 o s,rANDARD 11LAN NO. `�'FANI:)AItD PLAN NO. L-2- DV _ _14 A1'PVOV ;l:) ft.C'! . C.1�Y\_ DATE L-✓ D8 OF i [ L-4 APPROVED � 1U,11, k1.Y.Xl C).\'I1:: (FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS) �^ (FOR REPAIRS AND REPLACEMENTS) cn w U 0O W TOP MOUNT � ���\ .; � "' - NOTES': I, APPLY sail AMENDMENT As P1wR solL TEST. 2. ALL TREES SHALL BE 5TAKEP WITH NEE 2,0'(5") DIA. LODGE POLE PINE. REMOVE HF V) Q W i- W STAINLESS STEEL CONTROLLER ...__.........,. AUTOMATIC E k '� o :.' ,, _� o MC:55URE TREATED) --ERY TREE STAKES FROM ALL PLANT MATERIAL DELIVERED TO THE PROJECT SITE AND INSTALL IOW TREE STAKES. m W ENCLOSURE CONTROLLER ,� Q �� ;= v 3, GON5TR14T MEND A5 REQUIRED TO SECURE PLANTS STABILITY DURIN6 CONSTRUCTION INSTALLATION. U Cid Q z W AUTOMATIC _ 0 €NSTALi. TREES ALONG 4. AREOR TREE 6UAR.D OR APPROVED EQUAL 15 REQUIRED AROIk{D W rr� S � J 112 - CONTROLLER. TOP MOUNT STAINLESS STEEL CL O. PLANTER �_ 4'000w) R BERM REQUIRE}? A ALL TRUES PLANTED IN LAWN AREA5, 5, ROOT GUARD BARRIER 6 REQUIRED KEN THE TREE TRUNK IS I •C[ Q a U I SUB -ASSEMBLY CONTROLLER----,� D€STANGB vARIBS -»-------- --- 5.0'055) oR R FROM ANY HADD SURFACE PLA E BARRIER~NGL4�JiJRE PARALLEL ALAN6 TIS EDGE OF HARD SURFACE, m L Z W C)�QNTROLLER 5A) INCLUPE5 OF[ � TERMINAL. STRIPS WITH �_ F•6, b. PLANTING TABLET 5HALL BE PLACED 2.a (50mm) BELOW n � � � U C) PLACARDS. � FIN151fD 6RADE NEAR ROOT FOUrDATION A5 FOLLOWS: z ry z 3 I I E j ,6.0 (O 5m) (( � �� 5. WALK " t , f �\ x. . .,',�. l ✓ r� U/\! /�'' �' I -TABLET PER l GAL. (3,19 L) T ABLEtS PER 5 GAL. (IB.� LJ 15 6AL• (sbb L) W Q O I I \ l / /�/ b - TABLET5 PER _ 9 TABLETS PER 2.0' (0bMj BOX � Q FINI5? TRADE � I, x _._ ROOT - BA \a INSTALL RC1flT BARRIER kms. \` « <. �� =: �� • , tl PANELS PER CURRENT /� Tri � �� 4 ' c� `, 1. ANY AND ALL D�IATI0N5 FRaM THEE STANDAZD SHALL APPROVED BY THE RECREATION AND PARKS DIRECTOR. Q m �_ O �-1- k " :• '° �� 1 1sg ; L `"I MAN ACTURERS l i�j� PLANTIR TABLETS 8. ALL LANDSCAPE INSTALLATION SHALL BE IN A ,00RDANCE WITH ( - I' F11 , H,Z t DIRECT BURIAL SEE NOTE 6) \ A .f SPEGIFIGATIONS : %," ( ,�." �;,� CITY STANDARDS, MARiFAGTi�eEftS RECOMMENDATION, AND SECTION 20 OF TIE STANDARD SPECIFICATIONS.1- NEW AND FREE FROM IMPERFECTioI6. OR I-U .s '£ - Cis CI� CONTROL WIRES TO CONTROL SIDS VIEW VALVE5, HI TIE PLANTING WITH Rc�OTCUI�Ri7 q, ALL MATERIAL U5ED SHALL IE 10. SEE APPROVED LAND5GA'EARRI6ATION PLANS FOR SPECIFIC MODEL NUMBERS, 51ZE, MANUFACTURER, AND I - .- [L U 120 -VOLT 5ERVICE IN CONDUIT. PVC LONG SWEEP ELL - FRONT VIEW SIZE AS REQUIRED. PERFORMANCE REQUIREI�NT5. 11. ADD 2' OF DOUIBLE GUT HOOP CHIP MATERIAL I" VTY'5 6 MKtN5Ti_ FACILITY OR APPROVED EQUAL. ojvIj r j /, PRE`iAILIN6 WIND DIRE6TION jfA OR I �� C o o rn ` Q to ao MODEL 55-2255 (STRONG BOX BY VIT PRODUCTS) OR APPROVED EQUAL I } TREE TROK a N to Lo , o W U 5< E 7 N � 1 SRI C AT I ON CONTROLLER F_NGL.O5URE �� ;'� TREE STAKES Q f= O ca T C w rn O WONV`ER TREE TIE 1•'12484 OR ^ EQUAL. 2 TIES PER STAKE. (3 A _.._ 5UPPOR�T APPROVED TIES A5 NEEDED) �1i STAKE LOCATION C + � w m x¢ v 0 >( °�"�� � �' a STAKE(5) c) uj a 3 NOTE 2 AND DETAIL " JI) -_ ! 0o w ,°n' 3 0 M �i I NOTES: o u, u, TRUW GUARD FOR TURF ONLY ` r \, .�. Q, p � ca `. Y \ WATER .,.� • W I. USE SCHEDULE W PVC CONDUIT WITH AN EN CLO5ED 5. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH _� WATER BA51N 17- BA5IN \ �� 4.0" BERM � CO. m co 2. CONSTRUCT 0.5' (150rrnn) THICK, GLASS "B" CONCRETE SLAB A5 CITY STANDARDS, THE LATEST EDITION OF THE CALIFORNIA PLUMBIN6 RECOMMENDATION, SECTION 20 OF �G• I 4.0' BERM F G - (100 mm) REQUIRED TO RECEIVE THE PE05TAL MOUNTED IRR16ATION CONTROL CODE AND MANUFACTURERS THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE (loom) � k \��, DESIGN ENGINEER: GLXK. COMPACT 0.5' (150n* SASE TO 9O� RELATIVE SLAB. RECREATION AND PARKS DIRECTOR. �,-` ,,« 4 `�`' °t' : KEVIN B E R R YH I LL DENSITY PRIOR TO P1 AGEMENT OF CONCRETE 3, ALL IRRIGATION CONTROLLER ENCLOSURES SHAD. BE TOP MOUNT, 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, �� C �, � t,-� GROWN OF TREE TO BE _0 5' (I5mm) ABa'VE F.6. y + ; RoOMAL % ° �. LICENSE NO: OF A VANDAL AND HEATHER RESISTANT NATO, MAN�JFAGTURED 1. SEE APPROVED LANDSCAPE / (RR(6ATION FLANS � � .ALL (THROUGHOUT) c�. .� . , . �'LA,NTING TABLETS 70415 ENTIRELY OF 304 GRADE STAINLESS STR=F-1, AND LEGENDS FOR SPECIFIC MODEL NUMBERS, SIZE, QUANTITIES, MANUFACTURER5 AND PERFORMANCE �� ° x' ,,e x���, > PLANTING TABLETS '1�', NOTE #b) , 4!�f \�;.��`'(5EE NOTE #6) DRAFTED BY: CHECKED 4, POURED CONCRETE BASE - b" MIN. THICKNESS. EXTEND CONCRETE 6' REQUIREMENTS. (SEE �� ,� \;� \ ��� y%��'����:��,\��\ ,�'� DVS MJB BEYOND OUTSIDE DIMEN51ON5 OF ENCLOSURE WITH 1/2% SLOPE FDR DRAfNA6E. e,, ANY AND All CHAN6E5 FROM TH15 STANDARD 5HALL BE APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR c i UNDISTURBED 90.1- �_, I 2x HIDTH oF RooTBALL DATE. 08-14-2018 TO ANY TYPE OF GON5TRUG 10N, mm�^-� - � 2x ... - OF ROOTBALL TYPICAL SHRUB JOB N0: 214318001 110STAKENG DETAILKI PLANTING-� DETAIL PROJECT- N0: ---- PHASE: CITY OF BAKERSFIELD t�EVISIONS CITY OF BAKERSFIELD REVISIONS 0 1" 1 DETAILS FOR TOP MOUNT STAINLESS STEEL DETA[L FOR. rI'REE AND 1 ORIGINAL SCALE SHOWN IS -• -• CONTROLLER ,' ENCLOSURE SHRUB -PLANT[.NC, ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5D8 6.1-1831 SHEET4 STANDARD PL:AI~I NO. STANDARD PLAN NO. f.)!• �:�._ L-1 RCT: 1Y:i�:� L):1'l'E D8 C}F � 1=1_ A['PROVEp RC'L.Y_'CX.Y<`{ f)AI'f ,L-7D8 tlf'P[tUVI:C) 21 of 24 ( FOR REPAIRS AND REPLACEMENTS) (FOR REPAIRS AND REPLACEMENTS)[C-/ Ty RECORD No. co i w i 0 Y m w W i c� 0 c 0 21v a- m 0 0 a CD O 0 m N i N I W J CD g Q rn 0 00 0 N L0 00