Loading...
HomeMy WebLinkAbout6.1-1830Know what's below. Call before you dig. WARNING POWER LINES OVERHEAD CITY OO F = A � ERSFIELD DEPARTMENT OO F' WATER RESOD URC � S TCP MITIGATION PROJECT AT WELL S17WE CBC -75 STREET PLAN 3200 MILL OAK RUN BAKERSFIELD, CALIFORNIA SHEET INDEX SHEET NO. SHEET DESCRIPTION GENERAL 12-31-18 DATE PUBLIC WORKS DIRECTOR 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 DETAILS 12 D1 GAC VESSELS 13 D2 MISC DETAILS 14 D3 MISC DETAILS 15 D4 MISC DETAILS 16 D5 MISC DETAILS 17 D6 COB WATER & SEWER DETAILS 18 D7 COB PAVEMENT & FENCING DETAILS 19 D8 WATER LUBE CONVERSION DETAILS ELECTRICAL AC PAVING 15.3 TONS 20 EO -15 ELECTRICAL DETAILS 21 E1-15 ELECTRICAL SINGLE LINE DIAGRAM 22 E2-15 ELECTRICAL SITE PLAN CITY OO F = A � ERSFIELD DEPARTMENT OO F' WATER RESOD URC � S TCP MITIGATION PROJECT AT WELL S17WE CBC -75 STREET PLAN 3200 MILL OAK RUN BAKERSFIELD, CALIFORNIA BASIS OF BEARINGS THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. Mciumim • !7/11 MCO •AXESNO LOS , GRUS S" DIaCO STATE OF CALIFORNIA_ NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: NO TE: THE CON TRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCA VA TION. S/Isj/P X'/'00"-#1 J/ DATE KEVIN BERRYHIL R.C.E. 70415 PROJECT ENGINEER 6.1-1830 CITY RECORD No. ` W 70415 �' Fmk 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 APPROVE© BY: NICOLAS FID R. .C.E.761069, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR PIN OAK PARK C STUART PATTE ON, R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR - APN: 513--010-03 L ®C..A. TION MAP WATER RESOURCES MANAGER NOT TO SCALE BENCH MARKS CBK015 TBM ARM1 ELEVATION = 632.93' USGS DATUM �<< LOCATION Q �� 0 QUANTITIES TABLE A 9'p•F AC PAVING 15.3 TONS 4Q-' TOPOGRAPHY NOTE CLII AG. BASE 10 CY TOPOGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY SIDEWALK 35 SF CALVADA SURVEY, INC ON MAY 18, 2016, UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. CURB &GUTTER 10 LF O BOUNDARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. BASIS OF BEARINGS THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. Mciumim • !7/11 MCO •AXESNO LOS , GRUS S" DIaCO STATE OF CALIFORNIA_ NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: NO TE: THE CON TRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCA VA TION. S/Isj/P X'/'00"-#1 J/ DATE KEVIN BERRYHIL R.C.E. 70415 PROJECT ENGINEER 6.1-1830 CITY RECORD No. ` W 70415 �' Fmk 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 APPROVE© BY: NICOLAS FID R. .C.E.761069, EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR STUART PATTE ON, R.C.E. 44898, EXPIRES 3-31-20 DATE ASSISTANT PUBLIC WORKS DIRECTOR (ift- , M 4�& 9 /11R ART CHIANELLO, R.C.E. 70491, EXPIRES 9-30-18 DATE WATER RESOURCES MANAGER APPROVAL RECOMMENDED BY: ►�..�-r`�.��.(.Q/�-- �/moi/ zoi8' MEADORS—WATER RESOURCES DIRECTOR DATE SITE BENCHMARK VICINITY MAP TCP Ml TI GA TION PROJECT THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM1", Job NO.: 2143-18-001 AT WELL SITE CBK-�5 ELEVATION = 632.93 FEET (NAND 88). 3200 MILL OAK RUN File Path: G:\wm tyles-21431214318001-grp 3 ph 1 cob tcp mitigation\DWG\SHEET\CBK015\GENERAL File Name- G1 COVER.dwg BAKERSF/ELD, CALIFORNIA NOT TO SCALE 0 9 2 3 Y m U 17 O W ABBREVIATIONS EOL END OF LINE RCP REINFORCED CON REE PE CHECKED BY: 0c_10 NJL MJB UNETYPES LINETYPE DATE: 08-14-2018 N M DESCRIPTION AB AGGREGATE BASE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL AC ASPHALT CONCRETE HDR HEADER (T) THREADED EXISTING Q NEW o ACP ASBESTOS -CEMENT PIPE HDW HEADWALL T THREAD W ~ter WATER LEVEL AD ALUMINUM DISK HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM n. U � W ca z Ld AGG AGGREGATE HORIZ HORIZONTAL TB TOP OF BANK m Q m BARRICADE 0 o AH AHEAD HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK CONTOUR (DEPRESSION) m U ALT ALTERNATE HP GAS HIGH PRESSURE GAS TC TOP OF CURB AP ANGLE POINT HPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT- 123 ------------ ® ' �....�. 000 M L0 O L0 N o) O CONTOUR (MAJOR) 1 123 APPROX APPROXIMATE HR HANDRAIL TDI TENSILE DUCTILE IRON _..__.:------- _...._. _.r_. ~ ------- _.._.--- ___...:.___._...__ >U a- CONTOUR (MINOR) a_ APN ASSESSOR'S PARCEL NUMBER H/T HUB & TACK TELE TELEPHONE 0 . W r- ..� (D$ ARV AIR RELIEF VALVE HWL HIGH WATER LEVEL TF TOP OF FOOTING LICENSE NO: EMBANKMENT TOE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS HYDRO HYDROPNEUMATIC TFC TOP FACE OF CURB ~......~ w.. M_...::..:,.w w:...~...:.. w:..:M,~.. EMBANKMENT TOP AV AIR VENT ID INSIDE DIAMETER TG TOP OF GRAS - - - FENCE (BLOCK WALL) AVE AVENUE IN INCH TH THREAD - - - - - - - - - - - - AWWA AMERICAN WATER WORKS ASSOCIATION INV INVERT TL TOP OF LINING FENCE (CHAIN LINK) BAR BARRIER IP IRON PIPE TOE TOE OF SLOPE FENCE (WOOD) BC BEGIN CURVE IRR IRRIGATION TOP TOP OF SLOPE BD BRASS DISK JP JUNCTION POLE TP TOP OF PIPE VALVE x x x x FENCE (WIRE) BFP BACKFLOW PREVENER LBS POUNDS TP TELEPHONE POLE BFV BLOCK FLOW VALVE LC LENGTH OF CURVE TR TELEPHONE RISER SF SF FENCE (SILT) BK BACK LCW LONG CRESTED WEIR TRR TELCO RISER GATE SWING BLDG BUILDING LF LINEAR FEET TRANS TRANSFORMER GRADE BREAK BLF BLOWOFF LG LONG TRFC TRAFFIC BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE GUARDRAIL BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE O BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX W�.`W�y� _��.-._-----W-� € _�_ RAILROAD BVC BEGIN VERTICAL CURVATURE MB MAILBOX TTW TREATMENT TO WASE RETAINING WALL BW BACK OF WALK MCC MOTOR CONTROL CENTER (TYP) TYPICAL BWL BACK OF WALL MFR MANUFACTURER TWL TOP OF WALL ---- - SWALE CENTERLINE BWR BARB WIRE MH MANHOLE UG UNDERGROUND �.__,_.__.M.__,._.-_M_.�..�.._w.,,_•... .,.::.__�.._._....______..w__..�.. "�- SWALE W/FLOW ARROWS • ' C, CONC CONCRETE MIN MINIMUM UP UTILITY POLE CA CALIFORNIA MISC MISCELLANEOUS UT UTILITY __a _ -------- �- �- � -W ---�� � � - - - - WATER (LAKE/POND) CAB CABINET MJ MECHANICAL JOINT U/S UPSTREAM WATER (MARSH/SWAMP) CB CATCH BASIN MN MAG NAIL VCP VERIFIED CLAY PIPE XX" C/C CBL CABLE MP MEDIUM PRESSURE GAS LINE VERT VERTICAL C/C COMPUTER/COMM. {BURIED) CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VG VALLEY GUTTERE XX" ELEC (AERIAL) ELECTRIC (AERIAL) CHK CHECK MRKR MARKER VLT VAULT XX ELEC (BURIED) CHLK CHAIN LINK MS MILD STEEL VLV VALVE E(P) ��p) ELECTRIC (BURIED) CI CAST IRON (N) NORTH (W) WEST FO XX" FO FIBER-OPTIC CIP CAST IRON PIPE NAM) NORTH AMERICAN VERTICAL DATUMW WATER " XX" GAS CIPCP CAST -IN-PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WL WATER LINE G(P) G(P) GAS CL CLASS NG NATURAL GROUND WM WATER METER IRR XX IRR IRRIGATION CLVT CULVERT NGVD NATIONAL GEODETIC 'VERTICAL DATUM WS WATER SERVICE XX" OIL q CENTERLINE NIC NOT IN CONTRACT WV WATER VALVE O OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD WW WASTE WATER ss(p) �p) XX" SS SANITARY SEWER CLR CLEAR, CLEARANCE NTS NOT TO SCALE / WITH XX FM CMLC CEMENT MORTAR LINED & COATED OC ON CENTER W /0 WITHOUT FM SANITARY SEWER FORCE MAIN CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER - -" - - - +" - - - - - - - - XX" SANITARY SEWER LATERAL CN CONCRETE NAIL OH OVERHEAD � XX" SI CNS COMPACTED NATIVE SOIL OP OPERATING � SI I SIGNAL INTERCONNECT (BURIED) CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION XX" STEAM STEAM CONT CONTINUOUS OT OVERHANG TOP XX" SD CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE ~~ - ~~~~- k (a ~A ~- --~~~ 1 ~--M m~F~���-�~�~--- STORM DRAINAGE COR CORNER (P) PROPOSED T XX" TELE (AERIAL) AERIAL TELEPHONE (AERIAL) CORP CORPORATION PB PULL BOX XX" TELE (BURIED) COL COLUMN PC POINT OF CURVATURE TELEPHONE (BURIED) COUP COUPLING PCC POINT OF COMPOUND CURVATURE TV XX" TV (AERIAL) TELEVISION (AERIAL LINE) CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE XX TV (BURIED) CR CROWN PE PERMANENT EASEMENT Tv TELEVISION (BURIED LINE) CU CUBIC PER PERIMETER W(p) W(p) w(p) XX" W WATER CY CUBIC YARDS PI POINT OF INTERSECTION DA DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE - - CENTERLINE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER - - - - _. - - - - - - - - - - EASEMENT DEMO DEMOLISH/DEMOLITION R PROPERTY LINE DI DROP INLET PNL PANEL - - - - - - - - - - - - - - - - - - - ----'----'----------- MEANDER LINE DIA, 0 DIAMETER POC POINT ON CURVE - - - - PROPERTY LINE DIM DIMENSION POL POINT ON LINE RESERVATION/PARK/FOREST DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLERIGHT-OF-WAY - - - - - - -- - DW DRIVEWAY PRC POINT OF REVERSE CURVATURE AAAAAAAAAAAA RELINQUISH ACCESS LINE DWG DRAWING PRV PRESSURE REDUCING VALVE (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT - --- - SECTION LINE EA EACH PSI POUNDS PER SQUARE INCH STATE/COUNTY/CORPORATE LIMIT EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE REVISION CLOUD EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE - - A A A SAWCUT LINE EG EXISTING GRADE PVMT PAVEMENT EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE INTERIOR LOT LINES ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION ELEC ELECTRIC R RADIUS HATCHES ELL ELBOW RBR REBAR EM ELECTRIC METER RC RADIUS OF CURVE C PI HATCH TYPE DESCRIPTION EXISTING NEW EP EDGE OF PAVEMENT RD RELATIVE DENSITY EPB ELECTRIC PULL BOX RD ROAD EQUIV EQUIVALENT RE REFERENCE W ESMT EASEMENT REQD REQUIRED... EUC EUCALYPTUS RET RETURN EVC END VERTICAL CURVE REV REVISION EW EACH WAY RGRCP RUBBER GASKEED REINFORCED CONCRETE PIPE EXP EXPOSED RGS RIGID GALVANIZED STEEL RP RADIUS POINT (F) FUTURE F&I FURNISH &INSTALL RR RAILROAD FD FOUND RT RIGHT RTU REMOTE TERMINAL UNIT FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR R/W RIGHT OF WAY FG FINISHED GRADE (S) SOUTH, SOLVENT WELD FH FIRE HYDRANT S SLIP FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE SD STORM DRAIN FM FORCE MAIN FNC FENCE SDMH STORM DRAIN MANHOLE FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION SERV SERVICE; _... .�� FS FINISH SURFACE SF SQUARE FEET��• f FT FOOT/FEET FW FRONT OF WALK SP SERVICE POLE FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE GAL GALLON SQ SQUARE , SS SANITARY SEWER GALV GALVANIZED GB GRADE BREAK SS OR STS STAINLESS STEEL 9T SSM SANITARY SEWER MANHOLE w GM GAS METER STA STATION m GPM GALLONS PER MINUTE STD STANDARD f,�;���,��;� < ;......_ ' GRVL GRAVEL y - 4 STL STEELY>: GS GAS 7{ GSTP STAND PIPE SV GAS VALVE t, } GUY GUY WIRE STRC STRUCTURE GV GATE VALVE STRP STRIPING HD HEAD SWL SWALE AGGREGATE AC PAVEMENT CONCRETE PAVING CONCRETE LINING (PLAN VIEW) EARTH RIP RAP SAND GRATING EXPANDED METAL D HWL= XXX.XX (E) XX XXX.XX � XX XXX.XX SYMBOL DESCRIPTION EXISTING NEW O O ELECTRIC METER ap a PAD MOUNTED TRANSFORMER ELECTRIC VAULT q, U TI LI TY POLE 4 UTILITY POLE ANCHOR O ® ELECTRIC MANHOLE no p GAS METER m 12 GAS VALVE aC • SANITARY SEWER CLEAN OUT • OR SANITARY SEWER MANHOLE © SSMH (ECCENTRIC CONE) ❑ ■ STORM DRAIN CATCH BASIN STORM DRAIN INLET > >--{ STORM DRAIN CULVERT ap Q STORM DRAIN MANHOLE MAIL BOX AL SIGN X X YARD LIGHT • ♦ GUARD POST LO CONTROL POINT - -- BENCH MARK 0 IRON PIPE Q O MONUMENT ® MONUMENT (OPTIONAL) OWNERSHIP TIE NO. N0. LOT NUMBER ❑ ■ TELEPHONE RISER mT [T TELEPHONE VAULT IQ Ak 2 -NOZZLE HYDRANT --6- 3 -NOZZLE HYDRANT FD FD FIRE DEPT. CONNECTION 0 Fl FIRE VAULT ® ■ WATER METER 0 ® WELL 9 WATER VALVE 1 BLOW -OFF AIR RELIEF VALVE BFP bF BACK FLOW PREVENTOR 11 ® GATE VALVE HANDLE STILLING WELL • FENCE POST FENCE GATE �---� STREET LIGHT O IRRIGATION CONTROL VALVE 0 TREE PINE TREE t'r WATER FAUCET © REVISION Ox 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 6.1-1830 CITY RECORD No. v0 _ -a Q p O W —O a' p p .c .- - G + a -+- F-. a- >,'c 48 v- 0 (n p1 � O Q� 0 W.- 0 �o`jj�•� C _ p 01 0a,o>�,� o c� Lon a�aa'ioI�o) v d 0cnc- 3 (In op"�t pC U-i_c a,— �? 0+,_0> O o p 3 co:0 i �p tp -0 E. � d'a 6:-� sp�UN30�����o vv�a �'-1-o �. aw+�ci�icn C) + a a o 3 cn oN O p E a N 0 Tp Q O-� d Qi'' Q,U) N c -v p c p to ow) 02E0�wNn.wo_�� x p p tn '` p _q 0 U 4 a�0 sa3U Z, 0 0 f- �5 oa.�_07-0 :3 --0(D ami Q 0 1 40 Ljj CHECKED BY: 0c_10 NJL MJB V) DATE: 08-14-2018 N M U J (n N W 0 Z PROJECT NO: 214318001 cn O � 0 1" ORIGINAL SCALE SHOWN IS Q Q Q REDUCED OR ENLARGED PLANS. o IL 0 SHEET G2co Ln � Q W ~ter ooUw mcy)7 J � m bj W o n. U � W ca z Ld Ld� o � o¢ m Q m W 0 o W �-=- 0 W Ld m U U w L0 O m i /•, ® ' �....�. 000 M L0 O L0 N o) O W _ cn 1 W V)¢�,E 'S ��aO az�W�x�, �w�x0 o o >U a- a_ QQ�� �� E ��> 0 . W r- ..� (D$ n n m a DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 o DRAFTED BY: CHECKED BY: 0c_10 NJL MJB DATE: 08-14-2018 N M JOB NO: ---- N _� PROJECT NO: 214318001 PHASE: E � 0 1" ORIGINAL SCALE SHOWN IS d ONE INCH. ADJUST SCALE FOR 00 REDUCED OR ENLARGED PLANS. o 0 SHEET G2co 0 N 2 OF 22 co 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-15 GEOTECHNICAL GENERAL 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY PIPING 1. T PIPE MATERIALS STRUCTURE STRUCTURE OVEREX COMPANIES HAVING INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE PROXIMATE TO PAVEMENT EXCAVATION I a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUCTILE IRON PIPE CONFORMING TO UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIES DO NOT REUSE SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. EXTENTS EXCAVATION IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UNTIL THE CONTRACTOR HAS FIRST BEEN UP TO HAUNCH 2'-6" ABOVE PIPE REMAINDER TO FG V) PROVIDED AN INQUIRY IDNTIFICATION NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SECTION 2' PLUS 12" b)ALL ABOVE GRADE PIPING 4 INCHES AND LARGER SHALL BE DUCTILE IRON OR WELDED STEEL PIPE WITH 12" & #18 BARS 4216 OF THE GOVERNMENT CODE. #11 FLANGED OR GROOVED CONNECTIONS CONFORMING TO SPECIFICATION 40 05 00 UNLESS OTHERWISE 909 1" SCARIFIED 5' BEYOND NOTED 2' BEYOND 2. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY PROPERTY OWNER GIVING HIM 90% c)ALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ASTM C76 CLASS 3 RUBBER AND PERMISSION TO ENTER HIS PROPERTY FOR THE PURPOSES OF CONSTRUCTING THE IMPROVEMENTS AND GASKETED OR SDR 35 PVC PIPE AS NOTED ON PLANS. �o MGi CL DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 1. RISK CATEGORY OF BUILDING: IV W RECOMPACTED Lu COMPACT WHERE SPECIALIZED FITTINGS (E.G,. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR 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: INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. OR OTHER APPROVED LONG RADIUS PVC CONDUIT CONFORMING TO SPECIFICATION 40 05 00 UNLESS PIPING ARRANGEMENTS USING FITTINGS NTH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY 2. WIND LOAD: 1. CITY OF BAKERSFIELD <[ m OTHERWISE NOTED. Q THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. 2. CALIFORNIA WATER SERVICE CO. WIND IMPORTANCE FACTOR Iw e) ALL LANDSCAPE IRRIGATION PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING 3. PG&E TO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED. ULTIMATE DESIGN WIND SPEED 115 MPH 4. SPECTRUM _ n n U U 5. AT&T LA z f) DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. NOTES LANDSCAPING 6. SOCAL GAS INTERNAL PRESSURE COEFFICIENT 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. pl,r 00 aN� COMPONENTS & CLADDING ok 1. THRUST BLOCKS WILL NOT BE ACCEPTABLE. 1. 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNECTIONS SHALL BE KEPT IN CONSTANT SERVICE DESIGN WIND PRESSURE a c:,3 3; PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. � QoLIEm ROOF Mie SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. 3. ALL VALVES WHICH IN THE OPEN POSITION WOULD ALLOW UNTREATED WATER TO BYPASS THE TREATMENT DESIGN ENGINEER: a WALL PROCESS (GAC VESSELS) SHALL BE EQUIPPED WITH A LOCKOUT DEVICE: 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 a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS CD C,10 N JL PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE 11ME WATER IS ¢ CAP OR EQUAL. 3. SEISMIC LOAD: DATE: 08-14-2018 N b)ABOVE-GRADE VALVE HANDWHEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE. ULINE, BRADY JOB NO: ----cn N SPECTRAL RESPONSE ACCELERATION SS 1.111g LOCKING COVER OR EQUAL. PHASE: DEMOLITION c)LOCKOUT DEVICE LABELS SHALL STATE 'CONTACT THE CITY OF BAKERSFIELD WATER DIVISION PRIOR TO SPECTRAL RESPONSE ACCELERATION S1 0.417g ORIGINAL SCALE SHOWN IS OPENING THIS VALVE". ONE INCH. ADJUST SCALE FOR 1. ALL EXISTING CONCRETE AND AC PAVEMENT IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAW CUT A a PAVING, SLABS, AND SIDEWALKS 3,000 PSI GENERAL MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. SPECTRAL RESPONSE COEFFICIENT SD1 0.440g STRUCTURAL FOOTINGS 4,000 PSI 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH TITLE 22 SECTION 64572 OF THE CALIFORNIA CODE OF co 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED REGULATIONS. REFER TO WATER MAIN SEPARATION REQUIREMENTS DETAIL. SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF BY THE CONTRACTOR. SITE CLASS D SEISMIC DESIGN CATEGORY D 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED WITH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF SEISMIC FORCE RESISTING SYSTEM VARIES 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 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-15 GEOTECHNICAL RECOMMENDATIONS VESSELS COMPACTION STRIPPING - STRUCTURE STRUCTURE OVEREX PAVEMENT PAVEMENT EXCAVATION I UTILITY COMPACTION UTILITY COMPACTION FROM HAUNCH TO UTILITY COMPACTION U DO NOT REUSE OVEREX EXTENTS EXCAVATION EXTENTS UP TO HAUNCH 2'-6" ABOVE PIPE REMAINDER TO FG V) 2' PLUS 12" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 12" & #18 BARS 1 1/2 #11 BAR & SMALLER 909 1" SCARIFIED 5' BEYOND SCARIFY 2' BEYOND 90% 90% 90% BEING PLACED INTO SERVICE. AND p AND DAMAGED DURING OFF-LOADING AND INSTALLATION. �o MGi CL 1. RISK CATEGORY OF BUILDING: IV W RECOMPACTED Lu COMPACT WHERE SPECIALIZED FITTINGS (E.G,. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSEALTERNATE REINFORCING STEEL NOTES 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: GAC VESSELS 6. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE V) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 1 3 (RESTRAINED MJ, FLANGE, ETC.). U 1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL - #18 BAR 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 V) CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLATION INSTRUCTIONS. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14 & #18 BARS 1 1/2 #11 BAR & SMALLER 3/4 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE NTH THE SPECIFICATIONS PRIOR TO LOADING CRITERIA 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING ` a BEING PLACED INTO SERVICE. U- p w DAMAGED DURING OFF-LOADING AND INSTALLATION. �o MGi CL 1. RISK CATEGORY OF BUILDING: IV W 3 Lu 8. WHERE SPECIALIZED FITTINGS (E.G,. CROSSES) ARE SHOWN ON THE PLANS, THE CONTRACTOR MAY PROPOSEALTERNATE 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED FOR HOLIDAYS AFTER DELIVERY TO THE JOB SITE. V) W o PIPING ARRANGEMENTS USING FITTINGS NTH IMPROVED AVAILABILITY (E.G. TEES) FOR REVIEW BY 2. WIND LOAD: Z <[ m Q THE ENGINEER PROVIDED THAT THE PROCESS FUNCTIONALITY IS MAINTAINED. WIND IMPORTANCE FACTOR Iw E= Oui ro i ULTIMATE DESIGN WIND SPEED 115 MPH J _ n n U U EXPOSURE _ LA z CONCRETE NOTES LANDSCAPING INTERNAL PRESSURE COEFFICIENT 0 Y s r m pl,r 00 aN� COMPONENTS & CLADDING ok 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 a c:,3 3; PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER w) 0. CONTROLS, CONTROL WIRING, SPRAY HEADS, ETC.) DISTURBED DURING CONSTRUCTION. � QoLIEm ROOF Mie (WATER: CEMENT RA110 SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND O U DESIGN ENGINEER: a WALL LICENSE NO: 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 CHECKED BY: CD C,10 N JL PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE 11ME WATER IS ¢ LANDSCAPING ACCOUNTING FOR CHANGES IN SPRAY HEAD AND PLANT LOCATIONS. 3. SEISMIC LOAD: DATE: 08-14-2018 N INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS JOB NO: ----cn N SPECTRAL RESPONSE ACCELERATION SS 1.111g PHASE: FOLLOWS: 0 1" SPECTRAL RESPONSE ACCELERATION S1 0.417g ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 00 SPECTRAL RESPONSE COEFFICIENTS SDS 0.782g a PAVING, SLABS, AND SIDEWALKS 3,000 PSI GENERAL NOTES SPECTRAL RESPONSE COEFFICIENT SD1 0.440g STRUCTURAL FOOTINGS 4,000 PSI 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY co 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 SITE CLASS D SEISMIC DESIGN CATEGORY D OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 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 DESIGN BASE SHEAR VARIES 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. SEISMIC RESPONSE COEFFICIENT CS 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 JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. ANALYSIS PROCEDURE ELF THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT 4. WATER LOAD: ADDIT10NAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 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 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 410 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 ORAGENTS. SOIL AND FOUNDATION NOTES SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE 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. THE COMPOUND IS APPLIED. 9. BUILDING PERMITS MUST BE OBTAINED BEFORE STARTING CONSTRUCTION. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFIED AS "SILTY 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 ENTITY 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. B. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFFPHONE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE NUMBER OF GEOTECHNICAL ENGINEER: 661-831-5100 . WATER TO PREVENT PONDING. ADEQUACY OF THE CONTRACTORS 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 IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. 7. SOIL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR STRUCTURE FOUNDATIONS. 8, ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: STEEL NOTES 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED WITH A MINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING THOROUGHLY CLEANED OF ALL LOOSE SCALE AND RUST]. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS SPECIFIED OTHERWISE: a. STRUCTURAL SHAPES M, S, HP, C, MC, L, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A36 (Fy=36 ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL SHAPES W, AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A992 (Fy=50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A500 GRADE B (Fy=46 ksi) UNLESS NOTED OTHERWISE. d. STRUCTURAL STEEL PIPE, AS PER AISC MANUAL 13th EDITION, TO COMPLY WITH ASTM A53 GRADE B (Fy=35 ksi) UNLESS NOTED OTHERWISE. 3. ANY MATERIAL REQUEST 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 ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1830 CITY RECORD No. -v a) -v *' H o a,•c 4dcn 0)p, orn o�a«�o a�73�.5� o N� !n p O CTI 21 O O 0> u O �- o>�> woo p �� �- ovi.�o U -d � �, cn � -n 0 3 VOi pip O pn �w� 0 � E� �p vC,O+,�0``3 c �v v LIJ o U 0-c U ��_��, acv v: Ut-, oE o0(/) O_d�L vv L ps U N - U .U+ U •F-0 a i U dW a, to d` >,0 3 dp o�v o �O O Q cc•- O Z,OO O 00 N0- p O -L "V >a"'i oEa o a) «� ` Ew z,'n da) O am ` i•�+ QNp C C 0 (n •S2=0 �0�W �0-WOU-� �a�yO pn,� Q �� xs vv�;cn'► asv-s 4- W ` w 3 ��+,s a` W iz Cp a U Z3 U O S O a--a.�S� =-i 0--0Ca W 0 z 0 5 Ld x Lli CONCRETE REINFORCEMENT COVER SIZE COVER (IN) V) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 1 3 U CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 V) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND #14 & #18 BARS 1 1/2 #11 BAR & SMALLER 3/4 STEEL NOTES 1. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED [OR PAINTED 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 ERECTION SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1830 CITY RECORD No. -v a) -v *' H o a,•c 4dcn 0)p, orn o�a«�o a�73�.5� o N� !n p O CTI 21 O O 0> u O �- o>�> woo p �� �- ovi.�o U -d � �, cn � -n 0 3 VOi pip O pn �w� 0 � E� �p vC,O+,�0``3 c �v v LIJ o U 0-c U ��_��, acv v: Ut-, oE o0(/) O_d�L vv L ps U N - U .U+ U •F-0 a i U dW a, to d` >,0 3 dp o�v o �O O Q cc•- O Z,OO O 00 N0- p O -L "V >a"'i oEa o a) «� ` Ew z,'n da) O am ` i•�+ QNp C C 0 (n •S2=0 �0�W �0-WOU-� �a�yO pn,� Q �� xs vv�;cn'► asv-s 4- W ` w 3 ��+,s a` W iz Cp a U Z3 U O S O a--a.�S� =-i 0--0Ca W 0 z 0 5 Ld x Lli V) U WO V) Ld ~ cr_ V) Q cif W I- F- ~ 0 U LQ Z W m Q Z ` a --DI U- p w �o MGi CL U 0U W 3 Lu Z ryZ O W W V) W o Q Z <[ m Q CD LL z Z E= Oui ro i F- J _ n n U U LA z � W 0 Y s r m pl,r 00 aN� W ok � a���� o� � o 3�0 5 0� V u< - `0) a c:,3 3; +� E w) 0. � QoLIEm U Mie Q.. Q.. Q °° co �p O U DESIGN ENGINEER: a KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: CD C,10 N JL M JB ¢ DATE: 08-14-2018 N JOB NO: ----cn N PROJECT NO: 214318001 PHASE: E 0 1" � ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 00 REDUCED OR ENLARGED PLANS. a SHEET G3 o 0 Q N 3 of 22 `o co C.� Of W Z W 0 LO T O Y m C) F— W W N C.7 D G O D Q U -N M Kw CD N LO T 00 a� 73 v Li. c I rn 3 Q ry C.� a 0 0 J LL- V) iU) CO Li! U C) LO C,D J Q L LJ Z L1J LO T C> X m U h W Lii Cn U O C O Q E d 41 U O U s Q. M O.. I T CJ C�y7 � W T yM V T N M T N I a� E 3 rn Q Ca O T 00 .-- O N M T co POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 101 2306765.55 6232186.98 367.84 VESSEL PAD 102 2306784.22 6232215.39 367,84 VESSEL PAD 103 2306770.01 6232224.73 367.84 VESSEL PAD 104 2306751.34 6232196.31 367.84 VESSEL PAD 105 2306763.16 6232198.82 367.84 GAC VESSEL 106 2306772.40 6232212.89 367.84 GAC VESSEL 107 2306759.40 6232217.85 369.09 STAND PIPE RIM 108 2306808.00 6232459.94 359.66 MANHOLE RIM 109 2306768.32 6232182.26 367.56 CHAIN LINK FENCE 110 2306770.74 6232185.96 367.65 CHAIN LINK FENCE 111 2306781.75 6232202.65 367.58 CHAIN LINK FENCE 112 2306789.65 6232214.72 367.42 CHAIN LINK FENCE 113 2306761.43 6232233.26 366.87 CHAIN LINK FENCE 114 2306740.10 6232200.81 366.89 CHAIN LINK FENCE 115 2306761.28 6232186.89 367.43 CHAIN LINK FENCE 116 2306764.63 6232184.69 367.53 CHAIN LINK FENCE 117 2306730.34 6232170.05 365.69 SIDEWALK MATCH (E) 118 2306723.87 6232174.76 365.66 SIDEWALK MATCH (E) WARNING POWER LINES OVERHEAD Know what's b Caul before POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 119 2306727.49 6232165.81 365.15 FL MATCH (E) 120 2306721.01 6232170.52 365.12 FL MATCH (E) 121 2306726.36 6232164.14 365.23 ASPHALT MATCH (E) 122 2306719.90 6232168.86 365.21 ASPHALT MATCH (E) 123 2306714.22 6232160.42 365.43 ASPHALT MATCH (E) 124 2306780.17 6232127.06 365.35 ASPHALT MATCH (E) 125 2306775.09 6232119.60 365.55 ASPHALT MATCH (E) � � I SCALE -IN FEET i i 20 6.1-1830 CITY RECORD No. IOW, 6u, dig. �0 v (n v a 0OO . Q"- UL �� O Q. -0 i ��a�, oQ'_ o0 aavi� W Q.- > v O C W` as `v N o w� o a a �c WO�UL-a �c�E�sa _ >a CL J a E� U (n O- O'cu 0_ U Q +U+ OU •V, a i U d Q) aAd 0 �N� o�a��Q) � Zn mQ =�0cno_CDO0 a v >0na •(nC voC � �-Q0OpE►a� 0 O � ON C T O TO++ �N O� N Z O (n .V c N W QW U'V 4' W" a. Q� O _ p C a) Wxaa>,in'�a�sa,- U zy �a`�`nco3U:3 Q a`o Za U� Q a N ►_ C a L_ N Q C W� C O 0--- 4,a- :3 --0 CD (V Q 0 Z 0 5 W W F. w ! LO ' 1 a"Ncn l r do �NWG0 U SZW��� � o � i 3 CJ V) w a fr r 0. Q m� � MATTHEW BARNES LICENSE NO: Z w ! LO ' 1 a"Ncn l r V) < �NWG0 U SZW��� a= 30¢¢2 r QD C) 3 CD 3 LO V) V) w u °°ate r 0. Q m� � MATTHEW BARNES LICENSE NO: Z w o DRAFTED BY: CHECKED BY: Q M JB DATE: 08-14-2018 JOB NO: ---- w 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. `r O F - ry ULo<tz Z D 0 -' O OU > U rymwz nU� U J W Q Z IX Y F_ O Y Z �- Q O < m N U u- cr_ 1- O Q n U U I - it ! LO ' 1 a"Ncn l r V) < �NWG0 U SZW��� a= 30¢¢2 r QD C) 3 CD 3 LO Orp I u °°ate r 0. Q m� DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: N JL M JB DATE: 08-14-2018 JOB NO: ---- PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C 1 6 of 22 Q) v V) z Q J 1 J z 0 J J Q I - z 0 N 0 z r U J T) 0 Y m w w x i 0 / 0 a E U O U s a 2 L 0 0 00 i i E 3 Q 0 0 00 0 N LO 00 SAND BAG REMOVE f7' OF (E) 10" DI PIPE"xA' arN• \N +j �; W V*11110zlko SAW CUT & REMOVE (E) ASPHALT (E) DRIVEIWA SAND BAG -0 a) -0 "' o a a� %, a 0 Q) S �L0 0 0� -a 0 _U4- 0-�N � Op CD W QLJO q -0N > N QO>q C�c -aN -a -� LU wO 4'Wp 0)v F Fy v a e s a0W U �0 (n E� V a c f� -p fn -D O 3 cn 0 � C L 0 Q 0—�•V pt V F -Js (QUU TpU— iaN a�+•F-0 - -0 0 m� a aoo o what's below. xz,a-a3s0n , o>Know a SAND BAG REMOVE f7' OF (E) 10" DI PIPE"xA' arN• \N +j �; W V*11110zlko SAW CUT & REMOVE (E) ASPHALT (E) DRIVEIWA SAND BAG APPROXI1MA,.I.E I-OCA'f ION OF E) �� NDEJl C,RO1.,1I G ELECTRICAL �r. SAW CUT (E) CONCRETE PIN OAK PARK PROPERTY LINE` t� PIN OAK PARK A.P.N. 513-010-03R`a= T; POR. SW 1/4 SECTION 8.. ` T.30S, R.27E M.D.M. s� Nl W. ? x. `,, 5, o L s DEMO LEGEND O1 PROTECT (E) UTILITIES IN PLACE DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS SAW CUT ASPHALT CONCRETE AND/OR CONCRETE IF IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN DEMOLISH ® SAND BAG - - PROPERTY BOUNDARY BS SOILS BORING LOCATION J� (SEE NOTE 1, THIS SHEET) 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. JM. SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD 6.1-1830 CITY RECORD No. -0 a) -0 "' o a a� %, a 0 Q) S �L0 0 0� APPROXI1MA,.I.E I-OCA'f ION OF E) �� NDEJl C,RO1.,1I G ELECTRICAL �r. SAW CUT (E) CONCRETE PIN OAK PARK PROPERTY LINE` t� PIN OAK PARK A.P.N. 513-010-03R`a= T; POR. SW 1/4 SECTION 8.. ` T.30S, R.27E M.D.M. s� Nl W. ? x. `,, 5, o L s DEMO LEGEND O1 PROTECT (E) UTILITIES IN PLACE DEMOLISH ASPHALT CONCRETE AND/OR CONCRETE IMPROVEMENTS SAW CUT ASPHALT CONCRETE AND/OR CONCRETE IF IMPROVEMENTS (CURB AND GUTTER, SIDEWALK, HARDSCAPE) TO CLEAN EDGE WHERE SHOWN DEMOLISH ® SAND BAG - - PROPERTY BOUNDARY BS SOILS BORING LOCATION J� (SEE NOTE 1, THIS SHEET) 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. JM. SCALE IN FEET 0 5 10 20 WARNING POWER LINES OVERHEAD 6.1-1830 CITY RECORD No. Z 0 5 w u=i V p ¢• o z lsi�3� S o W Z W J U J Ly - LLQ W ::DO oLLJ E -- F -0:1- - Q Or- O U Q Z z L��a J O O U > (J) oMWz" O U LL- w Wcn Z W Y Y cd < Z U Lj- O ~ O F= � � J CLU O U :2 � W 0 i.1 1 C � m 1 O604 te) '00 ca co � 00 i O�Q� r ^ (n m` ( J= C w �..,/ w 7j � x c > u 0 P�vU<-COL 0. � 1 3t O� i)3 cn c U-1 to00r � � m t0 DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTED BY. CHECKED BY: NJL MJB DATE: 08-14-2018 JOB NO: ---- PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET C2 7 OF 22 v LL- C W a I 3 -v z a_ 0 F- z 0 U z 0 V) 0 Ll_N W z 0 F- 0 W 0 N U / Y m F- W W 2 1-11 0 v a U 0 U a d I Q O 00 r� i �r N I T� T 3 g Q 0 r 0 N LO -0 a) -0 "' o a a 0 Q) S �L0 0 0� -a 0 _U4- 0-�N � Op CD W QLJO q -0N > N QO>q C�c -aN -a -� LU wO 4'Wp 0)v F Fy v a e s a0W U �0 (n E� V a c -p fn -D O 3 cn 0 � C L 0 Q 0—�•V pt V F -Js (QUU TpU— iaN a�+•F-0 - -0 0 m� a aoo o what's below. xz,a-a3s0n , o>Know a �a c-2cn0-010W Call before you dig. -0= 6- a� a-� N'E Q) 0. D -4 --cp �0>��0Ea'E� �°1aiov�� O QI .p, O--, , N d >+ 0, 04 t-ZOen.-cE a O 0- L N cnN U -a a c 0 c �awU�N C 7 W O wEavvTv�'�atma �-z. a�c cn 3= ��r a� cn a U� U " a p ac�a 0 z UW� tcv W vW+'o0"- U v a 0� C- L- 0 i C C 0 a.0 -0-+-C 4- CL -00 N a v m Z 0 5 w u=i V p ¢• o z lsi�3� S o W Z W J U J Ly - LLQ W ::DO oLLJ E -- F -0:1- - Q Or- O U Q Z z L��a J O O U > (J) oMWz" O U LL- w Wcn Z W Y Y cd < Z U Lj- O ~ O F= � � J CLU O U :2 � W 0 i.1 1 C � m 1 O604 te) '00 ca co � 00 i O�Q� r ^ (n m` ( J= C w �..,/ w 7j � x c > u 0 P�vU<-COL 0. � 1 3t O� i)3 cn c U-1 to00r � � m t0 DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: 79145 DRAFTED BY. CHECKED BY: NJL MJB DATE: 08-14-2018 JOB NO: ---- PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET C2 7 OF 22 v LL- C W a I 3 -v z a_ 0 F- z 0 U z 0 V) 0 Ll_N W z 0 F- 0 W 0 N U / Y m F- W W 2 1-11 0 v a U 0 U a d I Q O 00 r� i �r N I T� T 3 g Q 0 r 0 N LO (E) FL 365.14 (E) TC 365.64 `— R /W 365.6± FG MATCH (E) a �3 }� t�J N 'S PAVEMENT SECTION TO BE MIN. 0.3' A.C., OVER -- �,,0.4' CLII AGG. BASE, OVER 0.8' NATIVE ® 95% ,,PER C.O.B STANDARD ST -13, DETAIL 3, SHEET D7, OR MATCH EXISTING PAVEMENT AND BASE :`THICKNESS, WHICHEVER IS GREATER. RESIDENCE N` h09 365.4± FG MATCH (E) h PIN OAK PARK WARNING POWER LINES OVERHEAD F£EF F3 F ' F.... F £F FFFF F .F. Know what's below. Call before you dig. NOTES 1. REFER TO SHEET C4 FOR PIPING PLAN. 2. REFER TO SHEET E1-15 FOR ELECTRICAL PLAN. 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO SHEET C1 — HORIZONTAL CONTROL PLAN FOR FEATURE LOCATION COORDINATES. CONSTRUC11ON LEQEND cF CHAIN LINK FENCE 4 D7 GT2 20' WIDE GATE 5D7 PROPERTY BOUNDARY -a 00-0 a C]W Q'0_2 O O O > N•�' O C� 0: � O 0- ` O >-c- > Q W 0 U -0 a N i W4- O �-0 0 �� C 00 d Ur W O U N C— (n a -0Eoai ccvor ��aE+ 0N3OEaa��o-'0 C��aUQg_' QDa-v a�O Ot Oa�0�-o� o o5 (D CO EL (n cn N(n vi O 0_ O ai 0 _ � Oq) .�..awcs'inc c' -c 000>>agiaQE of O v'Eni "'amiovn�' a� + c) T o a.., O +O+ a � � � ' �+ N O a (n ►-20cn=C�Q)CwCUQ-W0-� �WXavT(n► ansa U cu a a U 0 U L 0 O JE: Z cO U��+ a W`C OW F— O a .E � n =3 a CD W Q 0 m mi Lli C 367.8481 . 367.1 ± FG MATCH (E) U I j � Ld ' Ilk 0 365.7± FG, I-- F— C� MATCH (E) `"°�.,�1 UL()Qz Z 'y L__I a a 365.7± FG. > MATCH (E m w z U nV) Ljj t y v " ` 3651 ± FG w iD 3 � MATCH (E) O ' F-- Q W 365.2± FG MATCH (E) . 4tY'ME S (E) FL 365 06';,`` (E) TC 365.56 r s M01 00 0 N M to cr Z6p 0 PROPERTY LINE `t`> h �`�/ 3 W 6 ><3 4 PIN OAK PARK �\x �: i' C �: o a 3 A.P.N. 513-010-03f;M 3 o Q .j; POR. SW 1/4 SECTION 8 ��aX¢ `� h. Y .� � � �� . �`' ` ,�`� � i..I..r � C � m cep T.30S, R.27E M.D.M. Q co R/W DESIGN ENGINEER: MATTHEW BARNES LICENSE NO: '`79145 DRAFTED BY: CHECKED BY: 4 4 NJL MJB t DATE: 08-14-2018 :h>h �.� .. JOB NO: ---- . PROJECT NO: 214318001 PHASE: ` ' , �` a 0 1 , zORIGINAL SCALE SHOWN IS " �tzF` ONE INCH. ADJUST SCALE FOR k„ IN `E REDUCED OR ENLARGED PLANS. SHEET SCALE IN FEET C3 F 0 5 10 20 CITY RECORD No. 8 OF 22 a a ' R/W 2 IN SERIES TOTAL CARBON CAPACITY eA EMPTY BED CONTACT TIME ' HYDRAULIC LOADING RATE r 4, BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY SIDE STREET I- Q OU CL CL Q to m t0 Y� 10" FLANGED COUPLING ADAPTER U Ln <C z J LICENSE NO: 4. SIZE AND MATERIAL OF EXISTING PIPES BASED 70415 c � r- 3: =) a a ' R/W 2 IN SERIES TOTAL CARBON CAPACITY eA EMPTY BED CONTACT TIME ' HYDRAULIC LOADING RATE r 4, BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY SIDE STREET A 14, sl ye S✓ \r N Qat �4�� +*4 r,✓ `D a ,✓ ✓ • d k \ t ♦ r' 9 4 +r N;Y✓ �+ a ,,.r,.•,.r•✓"' <� 3y'v .� 't �,tL �• �°� v'i '� 4 � Wry � .✓ � �,yr„""`.-'.�• <...W''9-+" � 1 , } 3y � k t� Y ''a • �.�a a - c� ;� r'r'✓. ' d Ny r✓°f rr �� ...,,," \ k, X, ter'" 'i{�,,. ate,,• v3���'P" ,/'r t °� :f <."',w• ,g -,.F€x ` " ,y .. �+ X•, a y � • a t: � �t5 �yf'�� N �.+''' <y �,.rg jj Q t r `l�"� • �` i7 a ��l %�� ,y `sk °��.y. ?3 ' « � <:a' •�� .''T �, r"' +�'. `}. '� „,''tet zf• a •tib y �iM l�„Y.•,'."'�"""r�`/ x; _�. ,<�•,�' �`li '�` � ��• ° '� �Q'� i t \x, Sr` y✓',� `� . .3 ..';� �,.✓� �y 4 IN � a �� �'. c t �� ,.L �� '� Z ,t a „ ��✓ '�:`i ✓' ✓� � b ..� � Asa � � � 3`°� � , ri �a'a- � �,� � '� �'"✓ �,."" •r• i} ,.� , s .S a>T Q a, `1�a' ` • �` a,+ } �,r`fd �� a° 'i x of . 9'ZQ .,F'.✓ .i ELEC, 4'_6" T.O.P. �� ,.... `�..Q °`� R POTHOLE REPORT . 'Qa`. .....y\.ti L,�✓✓� �4 "` ✓' :., s�.'q9 s J V", E'- �' ' L 4 �, as i1"' '< ,� '� z • . .i .� .ti WELL DISCHARGE 4 CONNECTION k P 071 § y �.. Vv ✓, .,+g A, TYP NOTE 1. CONTRACTOR TO MODIFY SPRINKLER LINES AS NECESSARY. PIN OAK PARK P12/E 18" PVC STORM DRAIN CONNECT TO EXISTING SD IN PIN OAK PARK BASIN SEE N. SHEET C6 - STORM DRAIN PLAN & PROFILE �. D SP BV OT 10" DIP-INF-WTR ST 12 DIP-BW-WTR 10 DIP-EFF-WTR by X `. lk ws LQ t .R,q � L QQ. ti N ' SCALE IN FEET 0 5 10 20 DESIGN CRITERIA TABLE NOMINAL FLOW RATE 700 GPM NUMBER OF VESSELS 2 IN SERIES TOTAL CARBON CAPACITY 1,425 FT' EMPTY BED CONTACT TIME 15.3 MINUTES HYDRAULIC LOADING RATE 6.2 GPM/FT2 BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY SIDE STREET WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. p O TJ Q p Q) CT 1 c p Q1p, OL O� p+ O Q4 p.�,� �C O C p !n p N p �Ta�p O U O> O.� O C O CTN U p L U3 C p 3 O mo a1pvL--�� c .-Ep._ .pipe c =LO p $ W O E C U N O c N1 'CSS �, pJ2 cr- ELUN3o�aO��p �.�00 -0 �� a�41 a� O p >0 = �t L �- 4 ouq)''a- E 'v) 1D p' w o�Ea`" °i�aiaa�L O N CL T C p O EL 'cn — 0 ` O W�6-W-18 Qc—aW"o0 Cidp 2 p-22 O X C NCT >, atm a7 O p p u V:3 U L_ p O 4J U p O N C FE C O n-.--0-�G` =3IIsrat1]CD O Q PIPING LEGEND DESC. �P DIP DUCTILE IRON PIPE CONSTRUCTION LEGEND PVC c-900 PVC PIPE PVC -G PVC--GRAVITYAG AIR GAP 1 D2 RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE BURIED GATE VALVE rTI D4 * SEE PIPING NOTES ON SHEET G3 FOR PIPING SPECS INF INFLUENT 3 ciP CHLORINE INJECTION D5 EFF EFFLUENT BW BACKWASH 4 SD STORM DRAIN � DIFFERENTIAL PRESSURE TRANSDUCER BLF WELL BLOWOFF D4 WH WHARF HEAD HYDRANT 1 2 3 NC NORMALLY CLOSED PT PIPE TRENCH D7 D7 D7 NO NORMALLY OPEN PE POLYETHYLENE TUBING 1 sP STANDPIPE D2 TTW TREATMENT TO WASTE VB VALVE BOX FLG FLANGED JOINT ss SAMPLE STATION O D5 MJ MECHANICAL JOINT ABOVE GROUND PIPING sT SAMPLE TAP D5 W BURIED SITE PIPING ONLY, 6 a v SEE PIPE TRENCH DETAIL D5 00Z TS TIERED PIPE SUPPORT NOTES O D4 is 1. GATE VALVE BYPASSING TREATMENT SHALL BE WHARF HYDRANT - 2" r4"NN EQUIPPED WITH A LOCKING DUST COVER SET TO O FIRE HOSE ANGLE VALVE THE LOCKED POSITION. (FEMALE NPT X MALE NH) D5 LTJ 2. MAXIMUM SPACING BETWEEN ABOVE GROUND w__.. _w __. w....w _µw.._w._w._.w 1 ­PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. ------PROPERTY PROPERTY BOUNDARY (J) U 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING DIRECTION OF FLOW J � TEES OR REDUCING ELBOWS AS NECESSARY FOR L� ALL PIPE SIZE TRANSITIONS REGARDLESS OF NOTED. EITHER OA 10" FL X MJ ADAPTER V) w ® WHETHER SPECIFICALLY � � REDUCERS, REDUCING TEES OR REDUCING 10E 10" 90' DUCTILE IRON ELBOW Q We rZ V / w m 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. 150-S IN THE SOUTHEAST CORNER OF PIN OAK PARK. L)L) ELBOWS MAY BE USED TO ACCOMPLISH PIPE 1< CL� L z g' E 0 SIZE CHANGES. 0 I- I--- I- Q OU CL CL Q to m t0 OF 10" FLANGED COUPLING ADAPTER U Ln <C z J LICENSE NO: 4. SIZE AND MATERIAL OF EXISTING PIPES BASED 70415 � r- 3: =) J d. NJL ON FIELD AND RECORD INFORMATION BY OTHERS. (1-0—T 10"x10"x10" DUCTILE IRON TEE p �0 > JOB NO: - - - - CONTRACTOR SHALL FIELD VERIFY ALL U U CONNECTIONS TO EXISTING MATERIAL DURING CONSTRUCTION. OT 10"x10"x4" DUCTILE IRON REDUCING TEE � m w U z w Z U_ �-. 1 5. REFER TO FOR VESSEL AND VESSEL 2A 12" FL X MJ ADAPTER O D1 �- Q SLAB DETAILS.12E 12" 90' DUCTILE IRON ELBOW m < n 2R 12"x12"x1O"x10" DUCTILE IRON z BACKWASH NOTES REDUCING CROSS >- 0- EXISTING CITY BASIN NO. 150-S VOLUME: 5,393 CU. YDS. (3.34 ACRE -FT) 2T 12 It DUCTILE IRON REDUCING TEE CL U �-� J REQUIRED BACKWASH VOLUME: 900 CU. YDS. (0.56 ACRE -FT) BV BUTTERFLY VALVE ~ >— 1. CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT SHALL BE NOTIFIED AT0 GROOVED COUPLING `o Y C>m (661) 326-3715 PRIOR TO DISCHARGE OF BACKWASH WATER INTO PUBLIC o ~ bi DRAINAGE SUMP. �.._.. [y • N � 'Co �� � � U5E 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. v �' 0 o 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. 150-S IN THE SOUTHEAST CORNER OF PIN OAK PARK. L)L) U0 to 1< CL� Oj9�,to ^3 g' E 0 UJ 0 cY� E ow a W \ OU CL CL Q to m t0 DESIGN ENGINEER: s a KEVIN BERRYHILL LICENSE NO: 70415 ! DRAFTED BY: CHECKED BY:00 Co NJL MJB DATE: 08-14-2018 d - JOB NO: - - - - N cn PROJECT NO: 214318001 PHASE: E 0 1" � a ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR < 6.1-1830 REDUCED OR ENLARGED PLANS, SHEET nA 6 co v N CITY RECORD No. 9 of 22 00 n _0 d p IV '� , v v r 0 4.. I- d T' � WARNING � �c� Q'vi �� �-+-' � Q-��•�-a 'mac `�-0 o c -a n a ai c �W �Q 0 O N O> N.� O c Q W 'L OU Q -0 a «. q>i O cn �-0 0 N a c S� 3 o�0 W vLl �Ws E -a , _ tU + ck!=c c •�� L ��, c v v 3 Q QW O c U O O c- cn � >�� c�� 0 c CL c�•v- POWER LINES NQ Q•�0 a43 W OVERHEAD OCUa0,�'n3n,00�ao�a Knowwhats below, �z����c�c���0��; N Q c •- O pi O -. rn Q Call before you dig. -0="L_-0a-��,L���� CID > ao E v'E � = en Q)IV o +— 0 � O O+r " o a 01 0 � W CLp ,0 v v O c v� W0 v v T (A ' v c v +L, U�cn fl -ca Q(V �W cQJWZFcC0 _0;Sa0--0CD N i CONSTRUCTION LEGEND AG AIR GAP 1 0 • O D2 BV (BEYOND) „ ��� 3 m (NO) m BURIED GATE VALVE ' 10E (FLG X FLG) D4 (FLG X FLG X FLG) 10T BV (TYP) 3 (NC) CSP CHLORINE INJECTION D5 r . 2R (FLG X FLG X FLG X FLG) o ` 1 1 sP STANDPIPE D2 l z 0 12E (FLG X FLG) sT SAMPLE TAP 1 w D5 � (TYP) \,,. WHARF HYDRANT -- 2 4 ST O FIRE HOSE ANGLE VALVE D5 Ulu -1 (FEMALE NPT X MALE NH) WH r OA 10" FL X MJ ADAPTER BV AG (NC) 10E 10" 90' DUCTILE IRON ELBOW o ST CIP FINISHED GRADEz qp EL 367.84' APPROX. 1OT 10"x10"x10" DUCTILE IRON TEE aj �� s'� a '`. / ;✓ .s¢� / ? .t D/ -aa°: r', iya r / °�; / >` / .bn' f¢e Z ` / ° t : , `,+ / Q O' _� I o/ `� ea ,;. fi:n3�a`°°� h .,Y���'at�' y : i°f.°+, aa >a.,.�' a' t4!oas'. , //�� R ` �a <f � .,s Y`, a.f• /`�'� .�/.°•/>''J°' F�s° �<jj/fr/ %', .{.>`�i,'�,/',a/ ^`/s',f";' %, '9 '5 .. a a 4,d�%'/./try ..„.`.'/> >�� %a=s'�' /.=�a, ,�as/ '1t!y�°/. ' /y> ,° / .;. Js/'s 'y�• /�� `� ./.` .�„.;'� 'sy✓. r,% �/) —�I III SP I 02R 12” 90• DUCTILE IRON ELBOW Z Y/ 2"x12"x10 x10/DUCTILE IRON -/a°/;sCL '_` oREDUCING CROSS Ly �Uo� � '• Z.��'` ` , d V� -- ) M 10T :(FLG X FLG X FLG) ";; ';Y\ as > / , ,� "�'I �' l �' "l DIRECTION OF FLOW BUTTERFLY VALVE a �-3�—-------------------f----1--�---1--- �c.' _...._._.... v . m...........m...._........_�m_..._. r--- ------------------ � -ge-- IIII �I I !o l\ �L---------------------- IIII I I I I \� s II_�---------------------1 -----L�------ III _� ! W (MJ X MJ) 10E j I (n (n OA G (TYP) —___ —•----J U (n (TYP)10E (FLG X FLG) I � 18" — PV G— SD W 6" MIN. -3' MAX. SEE SHEET C6 — STORM DRAIN O Q SEPARATION PLAN & PROFILE w l J < � O ULoQz FEET � ::D i) a oa > Z �z 0 1 2 MWv — �. U� W U rAA o Ld SEC #$A -All < m c� o I_ 0 CL U U I-- Cr' C)O� cug M CO Q, N to rvOE o kk V �Q� 0 (D III U 3WQ¢IV C) IZ V ¢ O � OR .�. vi cis W °O �' \ 0. C�Mco Qlvija. a co I Olv1 DESIGN ENGINEER: KEVIN BERRYHILL ORMA LICENSE NO: I 70415 DRAFTED BY: CHECKED BY: NJL MJB DATE: 08-14-2018 JOB NO: ---- PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS 6.1-1830 ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C5 CITY RECORD No. 10 of 22 L v W C V) 3 -v V) J F4 - W a V) Q W V) Z 12- a - Ln a - Ln / J U Ln O Y m H W W / c 0 a E a U 0 U a Q i 0 0 00 N / N i E 3 i ch g O 00 0 N LO 00 \ xip \ �\il') NN _ I - A �,.. "n �r \ ' % - --�A )) IV ,\� 'I'll, / '\ \ %, \ , . :) A , \ , I - I \ \ \ �% \ 4p.- \\ % \ \ \ I'\ \,i�A, a\\,\\\,\\t i. Eos i i t E, 1.r t ,� • \11 ". I �f'g \\ A.P.N. 513-010-03 , s � .4l" ., ''b''lY�� t \ «`ka, 4 j ... ,.1111... t\ 1,1 3S. as `°i 'i ii1. \ 1 `, , ; \ ,x,) POR. SW 1 /4 SECTION 8 j $�1. � ° % % ` 1.� :F ' AJ, T.30S, R.27E M.D.M. "`,"..: z i�- .�.=,(E) 18 SS ,. '„ 'int t ,,i h A\X'\�! 5 i •i ,.,.\,\i'`, , Y� 4 �''��. 1-1 �.41 � �% ,'� \ \ \\�,_�,--.a � ' i $l' a p'a. \ �� I �% 8.. i a > �... . . 4. .t s a x e x \ t "W'` .a '., i " 4 , .1", s• ,�y.�$'kt a ,($ �` a�h ?� x \ °\ ^ 8 .'\\� ,,N, �f,i y %�e \Y .` \1 i v � > I �, ' �, .$,.. 'F ; i �V, .�•' < ' .g ' Y t, s'✓,rY , `` 1111. w'^%„" , :.� ,e\, j 3 s`11� r - t z• a I. � � G t fi 1 t kyr F.�, r ,4' ;'\ Y �i •$ 44 a: ` ya i, s t a"�iL, s � 11�: ' k \ A�` \ Viz' `a. �� t a R". � \4 , r`�Yr ", � /sE `{ i. ;: i '^ �>,, qs\,::. �° �"„' `t,.": wEE t �;,.!• ,.'r (y ,yi,.,,,,'.i t �•, p .'' �� ° �° ,9 v',> i `= •...k \ `°} Y1: ` .k �° -� ,,, ...:,f'a .._.,,,,, ,,,r.°" \ S. ;ay '�'s `d r�3k�'' j� .,�, �a< 3f�{ y >t A , 3`gt`e AF »✓ ° f Y 'i y ,re a '"'`\l;i J X'� " I�„ < ,.>'- 'D"` 5 , f Ya�,V �'�� i s4 ye t i� ey: °y l a ,✓ ,f 4 {' ; s !'`� , i ,kr' ,u `• ? a'V 't t„ � 3 r l t a i a y 41. I ., ' �,-,',, b'j✓ "k9 i `i ' V y�- y `t �>S'„N,• a ti, ";, $. \_'a �f• �� a ., . s ✓c'" €, lzo , �1 S,14,,,r/' s•' a�' ,. 3 •s$. 5.'.}. ,.a,. s`.' x i.,^" a .Y } i, }}: \ `i « `"� yis,,,�Z.:,^. S f x`S ° d ',:v3. . , f. 3 „r V B i 31. w'"' _ aY°. ,. A t° �° , " Q 11✓ �,"'°,��''r A T •^ i v 9}'� ;? ° : i k a'11 , p ` s' o k '.' , :✓ g a • ; aa,.k . ' �' ,°•,,.,M 1 1. 3 rJ -U .. a as F� " ... <!� yi <1A .!.." ,,• 't . ; 3 t a,. 1% « ' s ' :•a ' � ., e3 y .,>'i •r,,��'3„s' ♦ ' 11;11' f �t, !. A,� 1.o,;e .) �, ,� , ks se. �^y+ s"• I 'i-- \ \ \ I . "k 'N ,�. I .1� 'I A, : e,. ( 3 "`�., S M ao O 9000 O �W r M Z cn O W ncvl-) 11 \ ani i '11a. x a: � j � ;_ 11 t s` 4, ! ,x;�,��,,�, ./ .... *,..,.,-.. 111\', 11� \ �� ,� #k ,_-_,1111-1___.__ .9 mr-jt $ . "F•l } t it f% '" WAR N I N G e'.11 I .......... I . ........... - `­..,_,__­'_,_.. `,_�� , ­_.­­._..,.__.__ ,1 � , -Mu , � ;,�. (,�` . �,,--.:",..( c; J 1, ✓w),, Iy . J \ % f "I , °.�, .-­� ) 4 , \ ", N • ps i :s `� J, y,. ) �,,.Y'�•"v,'��r , ;: .Y . .. a , - `k I r _,,A,..w' »art`"` e '` i . l t1, ; x �..d 1 ' C,t 5 ,.,,r N', S fi �. a �',i ,-'�� \\1 - - � , � . !`"i�'"' 4 � .:; _ \\ \ :�. d y fi y�,` } ' � .$,a iy-.a' a £ a.• ;i . ra,r• "' I j v\ .-A" .,,a"S'-� ;3„ ..«�' ""y $ 1 \ \ \\ �� { : ''sa 'i �\ s � 3 a :8 ks i , _. l 'a` ,k a x F ,.a"' >. +„' 4 ` ,F;, ,.5,5; 'a \ \ 'r .>a 4 jL a a -,,­�:, x i $ ° •� Y- t - ,.a^"`>•^ % ,y„o+}'. 1/ H ,� a° ` \\ \ F, / >�Y � v y "' e' 246 LF 18 SD 1 0 ,. a \ �, �,1: F&I 1 1,_11 ,� xi J/> 1111•` .a \ \ y ; : _ t.. ,; i\ a ,yya;✓'' `♦ -S'� 20 1 _ �..�_ �.+r.'^ � „�,�..�� ,. ... J .5 \ \ \\ »k a � . y , 1.1 S-0 - _ _1_111 Q ' 0 lt.. r Y� \ 1 \\ ,, \ w ---- _ .o 00.- " , " -- , \\ \\\ " . "ev, � " � �� k:�`,. 3. "mow. �: &. ,�, \\ \ � %\ 1 PT 1 -\N`l�N4 �r POINT TABLE POINT # NORTHING EASTING \§ W-3 ' 11 IXC 6232217.85 ® 2306808.00 6232459.94 . -ji a_ \ �> .1 LTJ o '\ 1111. % - --�A )) IV ,\� 'I'll, / '\ \ %, \ , . :) A , \ , I - I \ \ \ �% \ 4p.- \\ % \ \ \ I'\ \,i�A, a\\,\\\,\\t i. Eos i i t E, 1.r t ,� • \11 ". I �f'g \\ A.P.N. 513-010-03 , s � .4l" ., ''b''lY�� t \ «`ka, 4 j ... ,.1111... t\ 1,1 3S. as `°i 'i ii1. \ 1 `, , ; \ ,x,) POR. SW 1 /4 SECTION 8 j $�1. � ° % % ` 1.� :F ' AJ, T.30S, R.27E M.D.M. "`,"..: z i�- .�.=,(E) 18 SS ,. '„ 'int t ,,i h A\X'\�! 5 i •i ,.,.\,\i'`, , Y� 4 �''��. 1-1 �.41 � �% ,'� \ \ \\�,_�,--.a � ' i $l' a p'a. \ �� I �% 8.. i a > �... . . 4. .t s a x e x \ t "W'` .a '., i " 4 , .1", s• ,�y.�$'kt a ,($ �` a�h ?� x \ °\ ^ 8 .'\\� ,,N, �f,i y %�e \Y .` \1 i v � > I �, ' �, .$,.. 'F ; i �V, .�•' < ' .g ' Y t, s'✓,rY , `` 1111. w'^%„" , :.� ,e\, j 3 s`11� r - t z• a I. � � G t fi 1 t kyr F.�, r ,4' ;'\ Y �i •$ 44 a: ` ya i, s t a"�iL, s � 11�: ' k \ A�` \ Viz' `a. �� t a R". � \4 , r`�Yr ", � /sE `{ i. ;: i '^ �>,, qs\,::. �° �"„' `t,.": wEE t �;,.!• ,.'r (y ,yi,.,,,,'.i t �•, p .'' �� ° �° ,9 v',> i `= •...k \ `°} Y1: ` .k �° -� ,,, ...:,f'a .._.,,,,, ,,,r.°" \ S. ;ay '�'s `d r�3k�'' j� .,�, �a< 3f�{ y >t A , 3`gt`e AF »✓ ° f Y 'i y ,re a '"'`\l;i J X'� " I�„ < ,.>'- 'D"` 5 , f Ya�,V �'�� i s4 ye t i� ey: °y l a ,✓ ,f 4 {' ; s !'`� , i ,kr' ,u `• ? a'V 't t„ � 3 r l t a i a y 41. I ., ' �,-,',, b'j✓ "k9 i `i ' V y�- y `t �>S'„N,• a ti, ";, $. \_'a �f• �� a ., . s ✓c'" €, lzo , �1 S,14,,,r/' s•' a�' ,. 3 •s$. 5.'.}. ,.a,. s`.' x i.,^" a .Y } i, }}: \ `i « `"� yis,,,�Z.:,^. S f x`S ° d ',:v3. . , f. 3 „r V B i 31. w'"' _ aY°. ,. A t° �° , " Q 11✓ �,"'°,��''r A T •^ i v 9}'� ;? ° : i k a'11 , p ` s' o k '.' , :✓ g a • ; aa,.k . ' �' ,°•,,.,M 1 1. 3 rJ -U .. a as F� " ... <!� yi <1A .!.." ,,• 't . ; 3 t a,. 1% « ' s ' :•a ' � ., e3 y .,>'i •r,,��'3„s' ♦ ' 11;11' f �t, !. A,� 1.o,;e .) �, ,� , ks se. �^y+ s"• I 'i-- \ \ \ I . "k 'N ,�. I .1� 'I A, : e,. ( 3 "`�., S M ao O 9000 O �W r M Z cn O W ncvl-) 11 \ ani i '11a. x a: � j � ;_ 11 t s` 4, ! ,x;�,��,,�, ./ .... *,..,.,-.. 111\', 11� \ �� ,� #k ,_-_,1111-1___.__ .9 mr-jt $ . "F•l } t it f% '" WAR N I N G e'.11 I .......... I . ........... - `­..,_,__­'_,_.. `,_�� , ­_.­­._..,.__.__ ,1 � , -Mu , � ;,�. (,�` . �,,--.:",..( c; J 1, ✓w),, Iy . J \ % f "I , °.�, .-­� ) 4 , \ ", N • ps i :s `� J, y,. ) �,,.Y'�•"v,'��r , ;: .Y . .. a , - `k I r _,,A,..w' »art`"` e '` i . l t1, ; x �..d 1 ' C,t 5 ,.,,r N', S fi �. a �',i ,-'�� \\1 - - � , � . !`"i�'"' 4 � .:; _ \\ \ :�. d y fi y�,` } ' � .$,a iy-.a' a £ a.• ;i . ra,r• "' I j v\ .-A" .,,a"S'-� ;3„ ..«�' ""y $ 1 \ \ \\ �� { : ''sa 'i �\ s � 3 a :8 ks i , _. l 'a` ,k a x F ,.a"' >. +„' 4 ` ,F;, ,.5,5; 'a \ \ 'r .>a 4 jL a a -,,­�:, x i $ ° •� Y- t - ,.a^"`>•^ % ,y„o+}'. 1/ H ,� a° ` \\ \ F, / >�Y � v y "' e' 246 LF 18 SD 1 0 ,. a \ �, �,1: F&I 1 1,_11 ,� xi J/> 1111•` .a \ \ y ; : _ t.. ,; i\ a ,yya;✓'' `♦ -S'� 20 1 _ �..�_ �.+r.'^ � „�,�..�� ,. ... J .5 \ \ \\ »k a � . y , 1.1 S-0 - _ _1_111 Q ' 0 lt.. r Y� \ 1 \\ ,, \ w ---- _ .o 00.- " , " -- , \\ \\\ " . "ev, � " � �� k:�`,. 3. "mow. �: &. ,�, \\ \ � %\ 1 PT 1 -\N`l�N4 �r POINT TABLE POINT # NORTHING EASTING Q 2306759.40 6232217.85 ® 2306808.00 6232459.94 " S Y 111Q, %\ � e / / / / W. i� m �\ I \ \ \ ` ���,�i e , .. V, � '$I ` � '" �& � -m , \ A-,- s Y A -i .. �,t 1 �1 a k11 qa CONSTRUCTION LEGEND MH MANHOLE 3D6 5 H MANHOLE LID D6 O PT PIPE TRENCH 6D5 1 O STANDPIPE D2 NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PIPE SIZES, 1 AND PIPE DEPTHS. 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY 1,500 GPM (3.34 CFS). 6. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN WHICH DRAINS TO CITY BASIN NO. 150-S IN THE SOUTHEAST CORNER OF PIN OAK PARK. MILL OAK RUN STATIONING IS ALONG PIPE CENTERLINE \ €„j (E) CHAIN LINK FENCE I "'i. a `� t 4 \.--" `/ , � k §3 4 z / 1\1 � . i I W \ ;...1.1 .�� },T>y it , I ,' 11. rx� '' _ , POWER LINES I -i° :: A `, cj"y ,' . �� ��; � _, OVERHEAD `� `� "�, t \ Know awhaf below. 1-. N I�. ,/ \ () \ \ \ � \ i I "' " "�� Call befa�e you dig. \ \ I" , ". \ \ I I / \\ '. <?"),- '\.,,, \ i c \ \iii/ \ I '%" LL '°.�y % . , 111", \ 14p. ,\ \ I I A ) \ \ \ \ , \ 7," ,-, '5�, ,t % \ k 4S I, \ eel S� 0 ``'- � �\ \1(E) 30" STORM DRAIN LINE ; \ ,t ' "N `11,, `\ Z I \ \, ��'\ \ � � � 4 \ ,1,. } £ "Ill \ \ I 11 \ \ v \ ,\ \,� ­,�,)"' \ \ , ``\ ... "', \1 \ N to \ \, \ .* �, \ I 11 6 : ,. \ N I \ h \ �, 4 `' �1 �, a4 l E BASIN ,,. n s i j , 1 , tl. \ k " �. € a� V T\ I * I I \ ._1111 7\ \ \ ', 12+46 \ ,,,, , \ ,- 1 P�"'ti t aid 't �,i y \11 \ \ ) I HE 245.74 ____ ._..- ra, i � :� F„, � `� 1 , "k N78-45159 __-.- .-- i \ � � g 1k 11 tiz , .e err,) 1 ( I i t ,' i ' �t \! �. i� v _;,�,�N,,. t [ ee i4 / S k l l3ied. '`� ` / / 'S� ; t , \t 1 ,..F 11--l. ,� �/ f T %1 a £ k , � \ 1 1 V�`':. '\�..)\ \ ems} i/ It \ \ \ i f t a 2 ; ,\ l \ y \.1 . 1: / /x / 1. / � I \ 14 11. '1 `t �.; � i a S `s NN !t i dye I �� „/11, r A. t"� �q a" iii ?' i a�n �s3 4,t J;,=..s^ 1,� �°>ti 'e`\ f � � $ - ^ r z 11 '} r $ p g3 '4. r I S } , �' ' f t"a, fes, r ,s..rY,«9q (}}j r Z,>'}E �k : i+ •.vvv t,'�✓ (1 jI`$� ae :r'`'',,^/,"'`,J,,r'. `.' tv , , ( [ { «\. i as i\ [ '#:i S ' .v'� II i a ✓ r4 - / i, f" .:«✓' '3..°,: \ (�ti ;, .fit i \ } Z, 11 ',�>. K ,a :£ /� 4> ,,z .\ , ,� t )..r'^" `n, A ga [ {j r} k 4 s'� �, (S V__'^", __' :r� { \ ,\ \ ,\ I ' y i k i I x r .1 1_/ � °✓� f°' \ \ } (E):.. INV 30" 353.18 (NW) _' +,✓'' ,-''� r r-, t 3 ' i ° a ,� �y % t , 1 ,'.1,71,/1 /,? t `f,.) 1/'', ,>' '� � 'r. .11, \ I ,�, __,_._.-1-_ ,�� "� / "Z11, , I-,` " \ \ e T / //f_11 lf'��"", \ Iii , 'a C,:�L, y d .v' «2° S a. i 3 d'Y 'r ," \ , ' i A-}" ..° ''�+`''`­ CBK-1 5 STORM DRAIN 9+50 10+00 11+00 � 12+00 _ L_J 13+00 a U . -ji a_ ry Li .1 LTJ o �;: V) � 372 BACKWASH »...,»,»........ . .............�, DISCHARGE LINE S � ..,-....,.1-.»,.,......,.,.,,...-.-.,...»..--.....,..,. , .. , » . 1,-.. ....,,.,, U a 111:1,, .. 1111..: ,.1.111....,.. »---.,--. 1.-..-.1.111,.. , 111-1.11.11.1 111., ,..1111 1111,. , ,.__1___.1__._--..1111 ........, 1111:.., 1---., .,.1111. .» 11.11».. ,., . , , ..» , ...., .,-,-,-,...,.,...,.».,,.. .,,»»,....... .:. .1... , ......1... ....... ........ ......... ...... ,. ,.1.1..11 ..., .., � „ . 1111. , ... ,. , ... ....,.... 0 372 SEE SHEETS C4 AND C5. \ LiJ N- 3: =) Q 01 -0 �a�o> �tt1 »,.._w...,,_,__.».»,».»....»,».».._.»».,�.....»w.»,»w_._»..» »..w...»».._,�.�_,_,»,»,w»,�._,_.»,_._ � � �.»._»._».»._...w.._»,»...».. ,.».».w,.w..w.»»,..,..v».._»..»,».�__,..,_,_,_,w_ ,_,»,»_»,.»._,».»..._.»-,»._.»,»,»._.»._.�_._..._,».«.�,w,»,..».�...»,_,�._w._,��,......_..._.».....,�..,,»,»,�,�,�, ,..,.,.,...,»,,....,»,».�._,».��.�..........._.......».w...,»..,...._,.._._.»._._.»,»._.�,_...».�.,_»,�.�,»,_�w,,,_._,_ ,_ 111.1_,. �.,_,.�..,».,».�._,�._.�.»,_,_»,_,»,__.�.»_._._�.,..».�..._._.,w �,_. ,_,_.__ ..,..,,,v._,_,u...,_,w, ��.,».»,�,».»»..».»,_»,»._._...».».�._._ _» ».» _..._ .. _1111. »,_1111..,.»._,.,_,»,_,».__..».,.,..»,..» . Q� 1111, ».»...,.,...,.,»..,_,_.»,..»H..»,.,... 1111 _»..,u..,»,».,,.»...,.«... ,..,»,.,»._.».., », _1.111».» _, C� ¢ _ � Q p a- Q OC] Z - U W o O 370 1-SI-1111--ll-.,.-,,-.-111. ,»..,.,,.»,.,.,.».,..-,,.,., ...,.. ,..-» . " 11,.11, ,».».», 0 x - .» » ..-,,.--..,-.--", »,.,,..'»,.,». ,--.,».... ,,.---,.,.»,.., 1.111.»», , , ,. :.,,..«.. ......11. ,11... ...»..., ».. .1111 ,, . ............... ».».., .11-1 ,,-.11 .»,.1,. .1..,1.11 .. 1..111., 1111 .,.».,......,.....,.,....,.. »..... 1-.1.....».».--.»,....»,,.., 1111. ,.,»..,.. .....:. ,.,,..,.. 1.111.. ...., ,.. , ,...» 1.111.., I E .. , ,....1111. .»,..............."....1-1 ...., ,., ,. » ,.,. .....1111 370 � _�,,,».....,.-..�...,_.w,..�.»..,�_,�...»».,....,.»_»».,»M,»M�.,.__.__,,.w_.11.11"___�...,....,...._..,.w.. ,._ »w.»....,,.,»..,.,,__»_»_.».�,»__..�»»»..,..».».»_.__.._._..._,.,W_,_._,_,,..,..__.,»_..».,......,_ _._....,_--_»».w.,.....,_�.__»_.�._..__._.�,_...r...._.._»,..,._,_,_,.._,-,..,................ , _,___1__11 --- „,,, _„»._,»..._.,.».,»...,......w.,._..,»„w,«.,.,,....._..».,,.».�.�. ..__»»_.,»._,__,»�__..,_.,_,, ..»»_.-EO ., .,_.:,,,,.,.,_ �. _.____».,..__..._,..w,_._»_„»..».__».�w-.._».._...._... �__,,.._._�.,_.,,,,_,_,,,,._.._».,,,.,»,_.,__.,.,»._,_�......��.,....».,_�..�.,.�»_...,,..,v........»_.,....,».,.___--,,,,,, ,,,,,,,,,__,,...,..».,». I .......,»......,.......,.,-...,,..,,,,-,.,-.,,_..,.,,,- . -,,_,.,_-,..,,,.,»...,,_,11.-.»_»»„__,.._-.,,,_,_.__„_ €_. „E„ r a Q 66W 368 1111, » 1111.»,........,..., __AIR GAP,.,. 1111»., »,.. ».»..,.»,.».»..».»._» », .,».»,».......... -,- .»......., .,., . --ll-.....,-,,,...,....,--l'-.-,...»_....,,»...,...».............. .--,.-.-.,-I.1_ ,.,...,».»_.._.»_.,,»,.».,,,....,». ,« 1111., .. , ..,11 1 1 ». "- -, ,. , .. , ....,....... , .........,.. - ».. , -.- ... , .: w,..., .,,.,,,,.».,,-,»-1.1.1.1»,,,.».».........,,.,._....,»,..._...»,».,...».,»..»».,....»»,.,,.,.,..,-, ... 1111 ..»»,_,..-,.,._._,»,»,,.,,»»...»,»,,,--,.,.,,».,,-,:,.,-I... - ,". ,.»,... ,..»»-....»»»..,.»,...,:,,»,,._..,,.,..,.,,..,,....,._ _1-1 . w .,.., .,111,1. ,1111:,,».».».»,„»,. , ... , .. ...t -I », . , , ., , . . i � 368 366 _,»�,-,,,_,»,_,_..1--,,,,�,-„_,,,_,_,_-,---,-,r,-,�.._,.,»,_,.--,_,--,--»-.,-,»,------,»,.,_,»,a,�.�,.�.,,,,, _ _ v_, , , ,1111._, _ ,.,._,__,_._,_,_.,_,_,_,__„___,_,u,_,_,»._..._,.,_,�,_� _i .».,.,..._,»,.._,..�,.,_,__„_,,,,----- ___ - \ ------».»_„.---------,_,»..,,,_,.»„_,-,_,_,_,_,.,_,_,_,.,_._,-,_._,,,r,_,-,_---- ,,..,».,,.,»,.,�,""�« ,,,,,w,«�w,»,. _ _ - __ ( -,---• .,»,..»...._ __..,_ _ _,_,, ,,,_,---».--� ,w,_,»,»,�,»--, -J-- -,,»„_,,-,»._,�,_».,_-,_-,_"„_.„_,_,_,_,_,_,.M,_,-,__,»,._,-----_,_,__,..------»-.,.,-,»-,»w,--,,,_,1111.._„_,,,».,.w,_,_,,,,,,,,,,_,_,,,_,_,_,.__.__,_,..»,..»...._...,4,,:,.,»,-"« - ........... ,,..,, .. a,. 1111,. 1 .,.,_,,,- ,_,-,,,,»,_,_,.w,.,,,,,._,..._.�..........u....,.».,.--, ., ,«1111».,».w», -,.,^,»...w.,_,_ »....... _,,,__,r,»,-,_..,»,-. . » .. . 366 _.................. ... .. ........ „ 1111 1111... .. »,........ ......... .,, ..,....,,.........,.....,....,.,»....,...,»,..,..,.......»,,,..,.. 1111,. ,...,,.,»..»....».,,....»,.»,»...,»,,....,»»..,....,......,....,:,.»..,,»„».,,.....»...:,.,..,,».,,..,. 1111 1111. , ., ...», . .. . ., . . . 1111.. .k+ --1111, , „ .--,, ,.... .111..1.. .1-, ... » . ». 1--"",.,.------,-------..,---.",.,--,--,--___'_ ,.,,., », »..,,,.,..,,.»,»,.»,.».,»,,,..,,»,.,»,».1111.»,,..,.m.,».»....., .--- »,,,,.._. »u,,,,,..... ..,.,,-----__-______,---_-1-1---11 \ -- I a U Q4-1 w� Y (0 o CL11;:c to T_ DESIGN ENGINEER: a MATTHEW BARNES n LICENSE N0: 364 79145 1 1111 .. ......................".,.,..,,..,,...,»,,,.,.,..,.,,,....,., ... .......,....,,.. ,..,,.....,,...:.....,.,...,... LO ,..,.,,».,,»,......,,,.,.., 1111. 11 11,.»....,.,...,,,...»,»..,....,,, ........, 1111, ..,.,...,...,,.....,...,,.,.,,.,,,..,..,.....,,,..,,.,.,.,, ...,.,.., ,,.....,..,........,.,...,,,,..,,.,,..,...,.,,»»»,,..,,..,,,.. .,.,,.....,...,..,.,,,...,,...,.»,,.,,..,,,,..,.,,........,,,.,...,..»,.,.,..,....,,,....,...,............,.....,,...,...,..,:.,»,,...,,..,...»,..._.,..,_...»,...,,.,,.,,...,,,......,.., ,_ ,,, _,_,,,,.,_,.,,,,w,u,._..,»,. ,...,,.,....,,»..,w....,... .,,..»,,...._ ..,,,....,, . 1111 ,. .,. _,..,,....,.,......,,....,,...,.,,..,.,..,..»,,,..,...,....,..,1111..«,,,,,..,,.....».».:...., ,,,...,. .. n 114- ., y.., ,,,.,,.. »..- .,, ,. » , _, -, _,...,.. .I-- _. ,,»,. 1 «»„«, _«»,,.»,,., _1111,.. 364 DATE: 08-14-2018 .,«...,...,.,,.».............................................»....,,.,.»..».,........,.....,..,,.»...».11_1_11__­11­­____.­.........., ,....,,., ,.1111,.",.,,,.,.»..,..,,,,,,.... 1111.. ,:.,..,,.,, , ..--.1----111.1.,..,.,.».........,... ..,..,..., ,,.,,,,., ,».,.,,. ......,,, ,......, : ,....... 1111,. .,. ,,,..,,..,.,..,,.......:., .,.....» .....,.., .....,,.. ,..,...,. ,. .,,....,.....,... 1111... ,.. ,.: .. 1111,. ...,..,.. ..._:,. ....,...,,,.,..,..,....,,..,..,..,..,»,».»»„1111., . 1111,.. .,. .. ,,. 1111.,. .,..,....».,....»....»..,... 1111. ,. .,....... ........ \ PHASE: _ ,. ...,..,...,.»..,..,.....,..... 1111 1111,,. .,..:..,, m ...,...., .»....... Q 1,1 i 0) k ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, a ao 4- ........... ___ ......... __,__,_._______._,____ 0 SHEET C6 .11-I..,-,-"-,-.,-.------,--.--,------�---".--"�.�".�,-,� ---------- -_-_.-_11 ­ 11-1-11--- ------ ,�---.-----"-�--,-�--",.,.,-.,.",-.-I .. ......... � ......... ... _____-1._-11_1__,_.___ ...... 1-1-�1.1-11-11--.""--""�.,�-"".,� - - _- �--,--".-,-,-.-,-",-,-1-1-1-1-1l.-I'�-1-1--",�-,-----,-.,-,--,-,--"l---�---�-",-----� '__1 --- \ rl� ! .-�-,-""-.-,--"-,---,-",-"-�",-.-,-� .,- to on 362 »,».,.,.,»,...»».......,,»..,..,».............»,.,..»..,,......,.. . 1111 1111,_., ....,.,, 1 .. 111.......,........,,.,..,.»,.,...,.. 1111. ». 1111. 1,,11. 111.1.. 1111.». ,1,111., .....- „ .." . »»......,.,,,».»„»,».».....,.,,,...,,....»....,..,..,,,,.»..,,..,,..,..,.,...,..,.....,.....,»,.»..»,...,.,..,»,.,,.,... ., . 1111 ,.�r, + N �Q to 1_,_, .»»»,»,,:_,.1111 362 \ 4 V) n-,_-- Zm OOx I1.111. � ,-1-,»»,»».,»,,,,,,,,..»,».,,,,,_,,,»,,,.,»,,.,»,-.,,--.,-„„»..,»»,.»»,»»,,,.,»,,,,,,,,,,,,,»,_.»,,,-,_,_,w,.,,.,»,»,»,»,».,., --. 360 ,...,... _,....»., ,.»,,..» 1111:,: .,.».... INV18" ......... ....11_.­_.__­­...­� .,...,.,,.,»,.»,,..»,», .»,»»»......,,,.,.. .,....,,......,...»,..,,,,.... ,.,..,... 360.44 E C........................._.........».....,.....,,..........._..,.,.........,..,,.,. ,....... ........, ,» ..............: ,...,... ..,......, .....,:,.. I ,...,....,...,......,.,.,,...............,....,,.,........., 1111., 1111,.» NST 1111... ALL ... ,. , ....,,......,. » ».,...... ..,..»,. ». .. ..,,...,. 1111.. f246 h 1111 ,....,...,,...»,.,..,,..,.....,..,..,..,.,,.,.,,...,,.,.,.,...,».....,.,........,..,..,»,.......».,..»......».»,».,.... :,. 1111... ,,.,...... , , 1111.. ...,...., ,.»..,.. ........ 1111 ,.. K?........ _1111.......,_ .11.11.. _ 11... _........................................_............,.......-........,.....,,.............................._.-........,.., ............... .. 1111.» 1111..» .. 1111.., ........, .. .,...... I , .. 1111 ... .............................................. ........... .......... ........ .............................................. ............. , ., 1111, „ , ................... ......................... ... 360 358 INV 8" 360.44 E 1 (}: 1 S_0.0? 1 18 PSC _1_11.1_ 1111 358 356 »,.,.:........,,... .-".-...»„»....,,.,» -,.,.».,.,.....»..,.,...,,.,...,.,"...,.�.-, .»»»»,»,, "-- ,»",.» ,» _, ,»,.:. ........, ,»,,-.,-, ,»". .. 111.... ,.,.»,,, 1111, ,., ,. . 1111 .»- - 1111. ,.» ,.»1 11. »1111 1111,.. »».,»-.,»..»».,.,..,... -1 " .,.»,-.,,-l'.».».�».,»,..„»..».,»......,.., 1111 1111 ,....,». ,., ,.1.111 .,..m.............,.-,-.».,,»,.,.»..,,..»,,.,»».»»,»»,......,.,»..:»,.,,...........»,..». ......,...........,.,.,,.. »: 1 .,I,- ,..,.», ,111.1,,,. »:, � h� �� __N », ».»,..,: 356 ..............,......._.s,_....................................._...,.....,....,..,..........,......................,....- 'S_ `�°� ^� . Sb 1111... .................._............. ,...................,..._.................. _..............................,.,.,.....,.....,...............,................,.............,.,.................,_.......,......................................,..,........................,........................,..................,,...,..............,..,..............,..........,..........,.....,.,......................,.......................................................................................................................................,..._...................................................................................................................._...,................................,.......,............_........,.......,........,............-.................... II 354 `� 354 .........................1111. ...:....,,.,:.»,,....,,.,»,,.,_...,..........,».,,,.,..»......., ._.,...,...,.,...:..».»....r..»..m.,,»,....»...... ._,.,,...,»„»,_,.»,,.,..,«.,.,,.,».....,,.,»»,,,,. -».,,.,,.,»11.1»1»1.111, „»,.,,..»»,,,»»,»,.».,»., , » ,........_11,», 111,1,. ...111.1....».:»,»,:.::.,:.. ».».»,.-"-.».»,»1111, 111.1... 11.11,,, ,,. - ..:. ..,«...,. ,1,111, ,, .11- ..., . ,1..111 .,." ,.,«.,...._.»»,--..,......,»,:.».,,,,...,»,».,.».,,-, ...,-» .».»...,...»..... ».,,»,»,.».»»..:,.:..,. ,.,,.».,»,.»»..».,,-....., ,111.1,.»»,...,.11.11.,.... .1111.,.... .......,. ,..,,...,....,_....1111».^_.,...,,...,.,..»»._.... » 1111. ., 1111 ,:. :, ... .11.11., ,..... ,11.11, -,.., ...,.�.,� � .,.,.- , , ---... 352 352 SCALE IN FEET 0 10 20 41 6.1-1830 CITY RECORD No. -00 01 a W wo-1) 01 T Q Q = , l- fl T E b ,*- o cn vi Q, o� o�o.�oa��•EC cD.�c�` -0oc-vv aCDC Q'aQ O O p ? v.� O C.N •- O a„v ..f., O v �� Q vi coi Q (n 2 cn C -6 c 3 4) a,p�tW Qn Ewr,-L .�Q= Q C+, p+, Tp C '.� ` v-.� c� o v 3 W°C_",.2--cE�-0. -Q E Q Qi ' O U o4-- U� -+- '- +.", '-E 0O3cc- c�-o -C O- U-, TOU a0_�•U U U•�Q�++� Q'� a� ,0 a_7t� a3 av "_q CO 0 v�`0L_ U �G>v o a C ` o cno_ G,2 aoi-2 .,`pwC .2C �C.CL,, o °� Q_ v� L v� s s_ v' >( pEvEaoiv"'aWi 6a O cn N-2 i ` O N a C� Q C UO) W Q N•�C E N NW N aW U .--5 E Q a- "'� .0) 0- L. L_ X v a .0) 0 - QST 0 4� p tp-otcva3��+'ui�L_ c°�cCvojc- C,:(i�S o a5���� -0� a -- < 0 11 Z U) W W m * ,l� ?�N� 5 4-, ,�, ' \ J �� Cn a �. >. U W %d Lo- I Ovd,C�l "`. P'`4. us 48 o � _ L_J LiJ U . -ji ry Li .1 LTJ o �;: V) � �- I__ D L_ L 0 I.,_, >- U Lc) c z \ LiJ N- 3: =) Q 01 -0 �a�o> �tt1 � C =1 U_ U�w Za- z w� Q� O C� ¢ _ � Q p a- Q OC] Z - U W o O 12 -- I r-- a V) CL U � U � I- U T) 0 Ilem r a Q 66W r .- O C O m U f p M ro a� CO CL E N m T ^� V) VJ(D a Uvz�E �° � C) � 0 cO o = C W LL_ -1 a O 4 0- -r r_ U - a t/) v N O 3 ca,3 � t rn _ Q�--- I -- n, Q W .- E O W tD a U Q4-1 w� Y (0 o CL11;:c to T_ DESIGN ENGINEER: a MATTHEW BARNES n LICENSE N0: a - L_ 79145 0 DRAFTED BY: CHECKED BY: 65 N JL M JB n 114- DATE: 08-14-2018 N /, JOB N0: - - - - N V) 'ROJECT NO: 214318001 � PHASE: E Q 1,1 i 0) k ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, 0 SHEET C6 co 0 N 1 '__1 11 of 22 - co 1 D1 FEET 7�� 0 1 2 GAC -VESSELS PLAN VIEW L GAC VESSELS FRONT VIEW AT LEAST (1) HH TOP NUT & WASHER 1-1/8- 316 SS [ASTM F593 CW2] ANCHOR BOLTS, (2) PER LEG, INSTALLED W/ HILTI NON -SHRINK GROUT HIT -RE 500 V3 EPDXY Id ` SUPPLEMENTARY #6 TIES TYING TOP ' • xi ,AND BOTTOM REBAR MATS TOGETHER ' (2 REQ'D WITHIN 3" OF EACH aANCHOR BOLT) 4'-0" MIN EDGE DISTANCE TO ANCHOR BOLT 0 0 Z_ M NOTES 1. 1-1/2" ANCHOR BOLT HOLES IN VESSEL. 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. GAC VESSEL ANCHOR BOLTS -o- 12" BACKWASH TO DRAIN C N R N 001 S ORIENTATION OF VESSEL NOZZLES SHALL BE AS SHOWN ON SITE PLANS. 2. LARGER INFLUENT OR EFFLUENT LINES WILL REQUIRE AN APPROPRIATE REDUCER. K003 NOT TO SCALE o� VESSEL PIPE CONNECTION p O "CJ Clp� T 4.10 00.v�004d CD cnC 0 -a�C 0 O C -v in p 0 OW ��0 O w O> W."- O C Q W U v v cu O� w p SW' y cnptr-� 4) vd— F-Un - cC0 w p.- F cn— v = n=U'WOc�N=c—tnE-c-c-0 O U �--�sE,UN3ooCc- civ_ OUn a�-4- CL O p `O+L+� O" N p CC Z L_0 p C 5 L 3 Oto —4a)La)L c •+- >a)vi OCL C•- O p,O _ rnO a) + -0 :D0 � �� � V� ,- W L 'L CL Cn 00O>N 0 Ew woEn a)L F-� o E �w a 0"0)s CaWN CL �� O �� Q) C Qn FxW E d p p :E 0 C OUtvvaOWpOZC �C4-i c U�--4-Q_ -a.lU () Li In U V) F— W U W O V) w I— ry Q [if F- U WI—'s::D Ln <C z to D 1 U Q 01-11 nU�wo M W Z F_ Z ct� Y_ O Ld I-= < MQM W 0 LL 1- O a 0 m I 61 V1 i. 0 W a 0 C!) W V) V) W U Q C� f co Po 00po 00 ' rs 0000 $ ( N co cr�Q=¢�E FOB(� ( J= C w� `a 0 >O]vj'U 1 N-� 0 :59 pOj 3 1 0 to w 0,RMAI CD C) L.L W co Y 0.. C L Q m co I `o DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: R ca 70415 DRAFTED BY:CHECKED BY: DVS M JB TDATE: 08-14-2018 JOB N0: PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 6.1-1830 REDUCED OR ENLARGED PLANS. SHEET Dl [C-1 TY RECORD No. 12 of 22 0 3 J W N W U U d d W 0 / r 0 Y m W W S V) 0 / 0 v E CLU 4.10 U t a Q L 0 0 00 N N I V) E 3 a 00 0 N Lo 0- In U U F— a 0 m I 61 V1 i. 0 W a 0 C!) W V) V) W U Q C� f co Po 00po 00 ' rs 0000 $ ( N co cr�Q=¢�E FOB(� ( J= C w� `a 0 >O]vj'U 1 N-� 0 :59 pOj 3 1 0 to w 0,RMAI CD C) L.L W co Y 0.. C L Q m co I `o DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: R ca 70415 DRAFTED BY:CHECKED BY: DVS M JB TDATE: 08-14-2018 JOB N0: PROJECT NO: 214318001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 6.1-1830 REDUCED OR ENLARGED PLANS. SHEET Dl [C-1 TY RECORD No. 12 of 22 0 3 J W N W U U d d W 0 / r 0 Y m W W S V) 0 / 0 v E CLU 4.10 U t a Q L 0 0 00 N N I V) E 3 a 00 0 N Lo 0- 24 MESH STAINLESS STEEL SCREEN ASTM C-478 PRECAST CONIC PIPE L � Z' MANHOLE SECTIONS. DEPTH PER �ch vi . 0 T � 0 o c o c C3Luc `o opw�0> ='0 PIPING PLANS 1 2" NEOPRENE STRIP to •c o o «. v 0 6 „ „ / LOCKING DEBRIS CAP a o W j4W� D7 GRATED LID 2 X 2 X 1/4 .� _ (THIS VALVE ONLY) p = �, a �,�- L STEEL TUBING 1/2" X 2" SADDLE a;wo�0�;���wE��4" DIP VENT TEE (2 PLACES) a o•Lo FLANGED COUPLING j0;`6'= W ADAPTER (4 PLACES) o Q_ 3 L o 0 o a � cn r V N O- a 0_a'0 (!1J U Qi��'�TU O� O AN.C.12" DIP za= �Z�����c"�-�"Q�� oc�a �.�a� ao o n o v TO DISTRIBUTION _ J . . . SYSTEM -0m�Loo-0a N w� - � p FROM WELL ^,___� 000r_ E o' ai � `" ami c CD ..�� N�- Ate'' O Z CV d p _- 2aw cw Z =T_� f -z a �•" c E cw nw v'� 0 O caw 0_op° �v'aov�c� O p „ " „ n cn �- F aW 6 X 6 X 1 4 _ �� (,� / �" W X N c g 0 L SO STEEL PLATE o0 �. i, w 1 TYP ," cr a z � � �. c� � t L :3 -+"- r '/ " N Q DRILL HOLE 1 /4 oz N.O. N.O. TYPE 5 GATE W _ ° a._ 2 SQ. STEEL c>C 12" FROM GAC TUBING 1/4" WALL 5/8"0 2" SQ. STEEL a VALVE/VALVE BOX BACKWASH OUTLET o' TUBING 1/4" STEEL (3 PLACES) Q 18" RCP Wj U SEE DETAIL PLATE m 4 Z Z STANDPIPE =aJ D2 LiJCa QW QZ -�- 18" STORM DRAIN = = �'' m NOIES Cr 1. INSTALL 4 -INCH DIP VENT PIPE 5.4 -FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 -INCH r 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 J FITTINGS MAY BE SUBSTITUTED FOR � z 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 M VENT PIPE IS CONNECTING TO 12 --INCH STORM DRAIN LINES WHERE POSSIBLE. 4 -INCH VENT 4" EMBEDMENT. SECURE WITH FCA FITTINGS. corn PIPE SHALL BE LOCATED AT LEAST 2 -FEET DOWNSTREAM OF THE STANDPIPE AND ATA 1/2" S.S. WASHER AND NUT. Q s w f MAXIMUM DISTANCE OF 6 -FEET WHEN SITE CONFLICTS PROHIBIT INSTALLATION AT 3.6 -FEET. 4, NOT TO SCALE w 1 2 3 NOT TO SCALE NOT TO SCALE AIR GAP SUPPORT D2 AIR GAP STANDPIPE D2 02 ONE SET OF VESSELS D2 UNDERGROUND TIE-IN SS -0201 CASE _L CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN z 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 -'f ZONE "C";,!%',�� PUBLIC WATER SYSTEM.,NO JOINTS IN SEWER MAIN ,•'� - .." 0" IN B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE J_OZONE P-PROHIBITEDS�L ,.... 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE d OF THE FOLLOWING: I ' S --� 6 4 WAR 4 6 1. HIGH -DENSITY -POLYETHYLENE HDPE PIPE WITH FUSION WELDED JOINTS PER AWWA MAIN z d C906-99); OZONE "P" -PROHIBITED` 2. SPIRALLY -REINFORCED HDPE PIPE WITH GASKETED JOINTS (PER ASTM F-894); w d�1s�� SSP Q 3. EXTRA STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; / ZONE D 4. PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM D3034) OR EQUIVALENT; ,SPECIAL SEWER PIPE 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 CASE EW - o REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO NEW WATER MA � JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: " „ / O]vj' -� 1. A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR �,. ;ZONE D/ /OlvW 0 NO JOINTS IN WATER MAIN 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. �, ,� ks,Y:j3} ONE "P" -PROHIBITED! k;s �- ' YA Lij D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SEWER MAIN DOES NOT MEET THE OR 0::� CASE 2 ZONE D REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS 2' 8' 8' 2' I V) SEWER w � � WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE MAIN i- I- >_ CONSTRUCTED OF ONE OF THE FOLLOWING: Q z Q 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); W J a ��INN R ZONE "P"-PROHIBITEDis$h F <z z `; a o I--�--� 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS �jzY 2 A = n Y I a r3 ,.? F SC %�.x.; $x . • a� v3,El a, �.r..,. +�, 4,.< .,�` � <, .'". Q� M I (GASKETED, BOLTED JOINTS); T �� �,�� �''� � XZONE �,"C" tf,�{°'`�.�' W r 3. A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR SPECIAL WATER PIPE ��` n- U U EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED; V) W r 4.A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) NO JOINTS IN WATER MAIN ZO W CENTERED OVER THE PIPE BEING CROSSED; OR 5. ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. FIGURE 2 -CROSSINGS �= Q Q m U_ � P CASE 1 yCAS I � � O t CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) NEW SEWER MAIN , NEW WATER MAIN >- ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN F A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED 9 I 0- U 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 y , ` Y' ZONE B �a Way W W W .. 1 ZONE B REQUIREMENTS, THE WATER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: w J MEN' w ( ZONE Al.,"' � Y _ P� o 5 1 HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); .�C14 (100 SPECIAL S SOL � :fir �---• E °' 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; µ2 »' �; z ZZZ�a�_ e 'CSh P� W W J�'1[ kay1 �� "4•i �/ :...,:.,.... w:w.. .:, .....,.w ... ...........«. U 5 Q 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; w , PERMISSION R6� 2k v3zF x �z� ,s , C� v, Z �-1_ 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905) OR 1� Pt `.J .1.. EQUIVALENT; OR �,,v�, _.............. .,.,.,..., , ., r l 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA -ZONE B.. �'� �a EXIST. EXIST C300 OR C302 OR C303 s3 o o 3 C )• �. �' WATER SEWER ,, �. �, 3 �mSPECIAL..,.,..... _ s MAIN MAINvi to C IF THE SANITARY SEWER MAIN CROSSING A TH AT R MAIN DOES NOT MEET THE PIPE w Y -� B VE E WATER .� i acc CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN_ °° FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: --- - �oXr _._w W k yR„ , DESIGN ENGINEER: f Z� 3 tt S �Qi ,f`� g ` 4 5€2? �s f ZONE A/ - KEVIN BERRYHILL 1. HDPE PIPE WITH FUSION -WELDED JOINTS PER AWWA C906); yrz�'e ( LICENSE NO: 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; ww_ ,ww �. --� h iz SPECIAL 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE;~- z?3�0 2 yY``o:K /`' 70415 € N1 111 r ERMISSION 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); OR. _..... ,�3� DRAFTED BY: CHECKED BY: 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA 9, DVS MJB (C300 OR C301 OR C303). �-• DATE: 08-14-2018 D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE FIGURE 1 PARALLEL CONSTRUCTION JOB No: ---- REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN PROJECT No: 214318001 EIGHT FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE D) AND SHOULD BE CONSTRUCTED AS FOR ZONE C. NOTE: ZONES IDENTICAL ON EITHER SIDE OF CENTER LINES. PHASE: 0 1" ZONE "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. 6.1-1830 SHEET 5D2 . D2 NOT TO SCALE WATER MAIN SEPARATION CITY RECORD No. 13 of 22 L 0 I 3 V) W 0 U N N 0 Q W 0 Q Y m i W W i 3 0 C E Q 0 v s d Q L 1 Cl 0 00 N / T N I i 0 00 Q N 00 SL -0104 SL -0105 SL -0109 - Q o I � +0,, 32 DIA 32 DIA 4-0 o"Q,�o� a o PROVIDE BARS EQUAL IN � � � L � 0 > !E > ' � 32 DIA 16 DIA TOTAL AREA TO REGULAR aW'����`�oo�s0��, REINFORCING INTERRUPTED U�� `� o - a E w I— cn - v c o +- >,4-5 E v .- I BY OPENING. PLACE ONE ~ �- " u ` 0 3" t a�w c v �� cn Ems. v v HALF TOTAL AREA TO EACH= �' sEDGE OF SLAB D 5-#4 ®4 CC, TOP D B �- 0 o= a � �- u SIDE OF THE OPENING. s -ci.0 �J � O �V-�-, TU N U �. �,. SPACED AT 3 OC. Oc�a a,� a o os v o o A N. �� w, 16 DIA �Z��� "v -E +' a. L -'-' o 0 i O Q C-- O p�O— CTO O+� 4 12 MIN -0 � 0 L -a 0 .� 0s-- ONE EXTRA BAR EACH co 0 0 (n o E v' � _ �' a o � ` o L a' 32 DIA CORNER PER LAYER OF a 0 REGULAR REINFORCING z o -ov _ t � � W aW �,� f,. _� O O O C �� v v O C CT �w E �QL4— CT,, s. O L L c:(SEE TABLE BELOW.) W L X p � ,; �'� o _c� v :;7,•U OPENING OPENING Z ` �' ` DOUBLE CURTAIN UwFSu o 11-0 },���,a__0C,(t) az�� �va)� c�►�Q)Zc 32 DIA 32 DIA 16 DIA 12" MIN r • i .. . • • '� .f•d A. ' .d 5 :. . FOR OPENINGS • s „.'..oto• Rs 12" TO 21 " � • • of .w • .f r Vis: 1, . �° 16 DIA xS g 12" MIN :M 4-#4x4'-0" 0 6" CC, TOP LAYER 3/4" BELOW m 0 FOR OPENINGS 21 " TO 54" m ' TOP OF SLAB NOTE SINGLE CURTAIN • ' 'g� 'lou FEET THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT DO NOT RETAIN LIQUID OR SOIL �z: EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 5 NOT TO SCALE INTERIOR CORNERS 0 .5 1 ri 2REINFORCEMENT 03 REINFORCEMENTS WITH NO WATERSTOPS 03 INTERIOR CONCRETE OPENING . WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT Z o DIMENSION o DETAILING DIMENSION �, . - , IL D 4Db OR _ Db = (1) BAR DIAMETER Lo T IV—Db = (1) BAR DIAMETER D N Q ,�j D = FINISHED INSIDE BEND DIA.1. 2?' FURNISH AND INSTALL n • , a ;� 2 1/2" MIN D = FINISHED INSIDE BEND DIA. 'L D = 6Db FOR #3-#8 }I Ps, r ELASTOMERIC SEALANT w z v 0 r7 Z D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 �. �- � IN GAP (SEE NOTE) � ,`:� Z o � (41 D = 8Db FOR #9-#11 D = 1ODb FOR #14 AND #18 Y o o,,> % 180 -DEG D = 10Db FOR #14 AND #18 90 -DEG. r f t DIMENSION OF STANDARD 180' HOOKS, ALL GRADES BAR LENGTH D THICKNESS A OR G BAR RECT. CIRCLE OF CONCRETE 3" SIZE OPENING OPENING < 12" 3" #4 3'-0" D+24" 12" - 18" #5 #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 NOTE SINGLE CURTAIN • ' 'g� 'lou FEET THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT DO NOT RETAIN LIQUID OR SOIL �z: EDGE OF SLAB EXTERIOR CORNERS NOT TO SCALE 5 NOT TO SCALE INTERIOR CORNERS 0 .5 1 ri 2REINFORCEMENT 03 REINFORCEMENTS WITH NO WATERSTOPS 03 INTERIOR CONCRETE OPENING . WITHOUT LIQUID OR SOIL SL -0106 SL -0121 SL -0122 HOOK D DETAILING A OR G CONSTRUCTION JOINT Z o DIMENSION o DETAILING DIMENSION �, . - , IL D 4Db OR _ Db = (1) BAR DIAMETER Lo T IV—Db = (1) BAR DIAMETER D N Q ,�j D = FINISHED INSIDE BEND DIA.1. 2?' FURNISH AND INSTALL n • , a ;� 2 1/2" MIN D = FINISHED INSIDE BEND DIA. 'L D = 6Db FOR #3-#8 }I Ps, r ELASTOMERIC SEALANT w z v 0 r7 Z D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 �. �- � IN GAP (SEE NOTE) � ,`:� Z o � (41 D = 8Db FOR #9-#11 D = 1ODb FOR #14 AND #18 Y o o,,> % 180 -DEG D = 10Db FOR #14 AND #18 90 -DEG. r f t 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- 6" 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" 21 3/4" 27" 18 1/4" 31" #18 24" 28 1/2" 36" 1 24" 41 " NOTES_i_ 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. J �\ p 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF ---� p THE CONSTRUCTION JOINT LENGTH. Iw- j ej U ii D-4Db ii (TYP) 4Db or 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 w NOT TO SCALE NOT TO SCALE w vJ p wY � 5 6 _ D3 CONCRETE LONGITUDINAL JOINT D3 CON CRETE JOINT SEAL '� m Q y #3 TO #5 6Db L:- O OR 2 1/2" MIN SL -0124 — #6 TO #8 12Db HOOK i 50Db #6 AND SMALLER ~ AHORKG i i r' & A OR G i i 62ob 7- 11 U O'p = 9Db OR / �� A o ' s MAX. zo OR ZO O z0��� J V) G J V J (n (n ! Q N M to Q w ¢ w '= w 1 /4"xl /16" SAWCUT JOINT �-' �--- � ! a a' co w M I Db w M ( Db W: I D Db (CAULK AS REQUIRED) ¢ Q U¢7RE �. E 0 o D o 0 D o o STRAIGHT REBAR SPLICE Cly N L co 0 0= 3W= X T " . a p a < 1 >� �NCL BEAM BEAM BEAM IL L 90 -DEG 135 -DEG.- 135 -DEG STIRRUP HOOKS SEISMIC STIRRUP f TIE SPLICE LENGTH J J D CONCRETE STRENGTH (PSI) 2500 3000 3500 4000 5000 W � O 53 50 45 #7—#11 78 72 66 62 56 4 1/2" � #5 2 1/2" 6" 5 1/2" 3 3/4" #6 4 1/2" Li 8" 4 1/2 " #7 5 1/4" 14" 9" 5 1/4 " #8 6" 16" 10 1/2" SEALANT NOTE: "SIKAFLEX Q LO ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH w 1A" ELASTOMERIC SEALANT OR APPROVED EQUAL. CONCRETE SHALL CURE FOR AT LEAST 72 U¢ z Q HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND LLJ In < 73APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT -.I 73 LtJ COMPLETELY. O Q p REINFORCEMENT BENDS m w z w NOT TO SCALE NOT TO SCALE w vJ p wY � 5 6 _ D3 CONCRETE LONGITUDINAL JOINT D3 CON CRETE JOINT SEAL '� m Q y #3 TO #5 6Db L:- O OR 2 1/2" MIN SL -0124 — #6 TO #8 12Db HOOK i 50Db #6 AND SMALLER ~ AHORKG i i r' & A OR G i i 62ob 7- 11 U O'p = 9Db OR / �� A o ' s MAX. zo OR ZO O z0��� J V) G J V J (n (n ! Q N M to Q w ¢ w '= w 1 /4"xl /16" SAWCUT JOINT �-' �--- � ! a a' co w M I Db w M ( Db W: I D Db (CAULK AS REQUIRED) ¢ Q U¢7RE �. E 0 o D o 0 D o o STRAIGHT REBAR SPLICE Cly N L co 0 0= 3W= X T " . a p a < 1 >� �NCL BEAM BEAM BEAM IL L 90 -DEG 135 -DEG.- 135 -DEG STIRRUP HOOKS SEISMIC STIRRUP f TIE SPLICE LENGTH / Db D CONCRETE STRENGTH (PSI) 2500 3000 3500 4000 5000 16 AND SMALLER 63 57 53 50 45 #7—#11 78 72 66 62 56 § y O M t cls ° a �.�. Q ( cO ONWto 4 q.A s" u s$miterJ x� r�fA ^^m co NO WATERSTOP OR DOWELS AT JOINT DESIGN ENGINEER: KEVIN BERRYHILL (TIE BENDS SIMILAR) NOTE LICENSE N0: 1. SPLICES SHOWN ARE CLASS B SPLICE 7n4l 90' 135' SIZE D A OR G A OR G ARROX. H #3 1 1/2" 4" 4" 2 1/2" #4 .2" 4 1/2" 4 1/2" 3" #5 2 1/2" 6" 5 1/2" 3 3/4" #6 4 1/2" 12" 8" 4 1/2 " #7 5 1/4" 14" 9" 5 1/4 " #8 6" 16" 10 1/2" 6" 135' SEISMIC HOOK SIZE D A OR G ARROX. H #3 1 1/2" 4" 2 1/2" #4 2" 4 1/2" 3" #5 2 1/2" 5 1/2n 3 3/4" #6 4 1/2" 8" 4 1/2- /2"#7 #7 5 1/4" 9" 5 1/4 " #8 6" 10 1/2" 1 6" fy=60ksi f c=4ksi. SEE CHART FOR DIFFERENT 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 N ---- TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. PROJECT NO: : 214318001 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PHASE: PLACEMENT. 0 1 UMUINAL 3WALL ZMUINN IJ ONE ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE REDUCEDHOR ENLARGED PLANS. 4 7 6.1-1830 SHEET D3 D3 REINFORCEMENT BENDS & SPLICES D3 CONCRETE CONTROL JOINTOF1TI I CITY RECORD No. 1d22 L v i C cp 3 Q U Lo i Q w 0 Ln a Y m i w W U) 0 v E Q- 0 -1 0 T s Q a L 0 Do to N N 0 3 Q 00 a 00 0 N \ 1" -4v' >; 0 a ,_ c -.1 � w cn cn C) L U t 0-+.- o CL -0 ow�a" vowo'�oa�Cna,1Lo PRESSURE TRANSDUCER L oaQ) W --crn�a A PIPE STAND a 0.c_ � � c c: " -v HSS 4"x4"x3/8" GALV TUBE, SECTION A—A 9/16" HOLE MOUNTING BRACKET �_j' E 0 3 o S P1000 UNISTRUT WELDED CONTINUOUS E cn J c- c = o - u _ SPACING IS 15' MAX OR 15' TO BEAM TOUCH UP GALVANIZING ( ) ¢ �� "OF TRIBUTARY PIPE LOAD z L VALVE MANIFOLD o,j -�z n c p�'0 0 2 PLACES E cn " L(nL�a�L '� cn L-0 v o y VALVE COLLAR NOTES 2 E s _ " 2 Ox 6 THICK CONC PAD 0 o 0. �_ 0 F r " O���o�v' w�rnw4 v - J L L_0Ec°'TC NU GALVANIZED �, 1 /4 END CAP 2 SENSING 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE �'- �� " °' L o "- �' ! �� ✓ ( •� a a a t—zov�i�cE�cwavawa_ s a� L �� N ® STRAP OR LINES SLAB CONSTRUCT 18 X18 X6 PAD UNDER PIPE _ c o q, c , a ' caw�'oa'-p'��oLsOc 2-1 2 AC SUPPORT. W L x �'L v v ,J U -BOL CONCRETE COLLAR PLAN / SENSOR CABLE o 0 3� p �' 2 o a J a W. FG UNPAVED AREA MATCH (E) SURFACE o w Q ELEV. 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE ROSEMOUNT 2051 OR 3051 WITH 4-20 MA p � F 1/2" HOLE INCHES OF WATER RANGE. a FOR U -BOLT Aa, o 120 �:. ROAD MATERIAL y ( PLACE) VALVE BO X LID 2 S E CHRISTY G5 OR2"0 PIPE STAND 18 1 /4" STEEL PLATE f 3/16 APPROVED EQUAL °° - 2'-0" MAX. N THROUGHOUT. � I 8„ PVC OR DIP RISER A 3/16 TRACER WIRE � � 1 /2” X 5" EXP (6) #4 BARS S d�, -- (FOR PVC PIPE ONLY) j t (4 READ) • U -BOLT OR STRAP12" LONG 00 '�� NON -SHRINK AROUND TOP OF ; ���j� I �-. , T- PIPE-TYP`f�' `' ` INCHES WELDED �`� ` SHAPE SADDLE TO GROUT STEEL BASE <��.�,�h: ;� �� � , � � �� T���h .. ta ,' MATCH PIPE CONCRETE SLAB z ,! O , 2 SADDLE 3 cn D4 SUPPORT TYP. o NOT TO SCALE NOT TO SCALE 5 ADDITIONAL I f� I 3- 1-0RESTRAINED JOINTS � X SUPPORTS I P1001 UNISTRUT 2 4 D4ON—SITED4AS REQUIRED D4 PIPE SADDLE VALVE & VALVE BOX PRESSURE TRANSDUCER AND STAND LO E P1325 CHANNEL f,,�� ,J CONNECTION; / 7 CUT CHANNEL AS v� % r'Y " D4 5 -0 SEE DETAIL WHEN NECESSARY AND ;� SUPPORT PARTIALLY RESTS #5 EPDXIED DOWEL X 24" 12" OC z f I REMOVE LOWER'/ ON VESSEL PAD (USE HILTI HIT RE 500 V3 EPDXY P1000 UNISTRUT OR EQUIVALENT) (SEE NOTE BELOW) ALTERNATE! f= 2'_0" /'F g 5 LOWER =_ ' 1- SUPPORT ;f _ 6"MIN EMBED �`� tid D4 E_ FE o � f 3 OPTIONS ax3 ax3/16 LO i GALVANIZED TUBE _ 1/8 ,,, r• U° � a " °' ��ls SSP ` ............ .,....,._.._... ...,.... .. ._ ..m......... __m..... _:. 7x8 x5/8 WELD PLATE PLATE TO BEAM -- g 4 i qNALTERNATE A {a E "' -SHRINK A1" TO 1 -1/2 - ON -1/2" ON W T GROUTF__OC EW T&B#5 ®12 FG Ld 5/8 316 SS ANCHOR BOLTS NOTES E �,�'�a� . d� PIPE SUPPORT � Ws ��/ f ,! FOOTING W O (4) PER PLATE, INSTALLED/ HILTI HIT -RE 500 V3 EPDXY 1. PLACE 1 /8a TEFLON PAD BETWEEN PIPE AND I q SADDLE. a „ ��!' elf ,• . ' J ;'''`.: f %. �- I"— �/ 1/2 X 5 EXP fi .,�" `�`�°kY,`��, ,� + , . � °.e� (E) GAC VESSEL NOTE <[ I �;!',�� ' %;� FOUNDATION " w J 2. MODULAR FRAMING COMPONENTS SHALL BE (4 READ) b , � MINIMUM BAR LENGTH = 24 . UNISTRUT B -LINE, KUMAR OR EQUAL. BEND BARS THAT DON'T FIT IN FOOTING UQ z E PER ACI STANDARDS. Ln INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES {APPLIES WHEN PIPE SUPPORT L 3r.� _j I— • ui WITH 6-#6 IN LOCATIONS WHERE LEG FALLS I FEET IS OFF OF VESSEL PAD) a U Ne I Q OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY _S.'S;AHr3aS < ?. '� F� "., 3 : +s n5 S x �5 5 s 0 6 REFER TO DETAIL 6 0 6 vs zt:>. I:: �, ;:3>s..s.y;:,. n U C:) �. / 1-1/211 - 1'-0" ALTERNATE "B* 0 1 2 V)NOT TO SCALE � W U D4 , z � � K5 6 7 0 Y M TIERED PIPE SUPPORT _ LOWER SUPPORT D4 TIERED PIPE SUPPORT D4 D4 TIERED PIPE SUPPORT FOOTING D4 TIERED PIPE SUPPORT PARTIAL FOOTING Q Q m ALTERNATIVES PI --0507 �= o + CAST IRON PIPE SADDLE THREADED PIPE U B DIMENSIONS PIPE"Ca SIZE aAa "B" MIN MAX 2 1/2" 2 1/2" 1 1/2 it 8" 13" 3" 2 1/2" 1 1/2- 8 1/4" 13 1/4- /4"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" 1 19 3/4" p- U U 11 �( —cc,:,) ` pr) L0 � N 6) t1) OR �. 05 — �. 0ul.zo LYr 0� �W��� V O ~ U Q � I01v�3 W LOyA3 nflE�W� CAST IRON � � • W -� CO ADJUSTING NUT CL. CL. co 18" DESIGN ENGINEER: THREADED 'i KEVIN BERRYHILL PIPE, a `#¢ LICENSE NO: 70415 A ;� • ; ! g" 1/29' X 5" EXP (4 REQD) o :$= r- NON -SHRINK J ` DRAFTED BY: CHECKED BY: 6-#4 BARS DVS M 12" LONG DATE: 08-14-2018 ,# JOB NO: ---- PPOAP*rT NO* 91 A. qOO1 GROUT '` ` PHASE: FLOOR SLAB 4•, ' I ` .. 3 NOTE: FOR SUPPORTS IN AREAS o 1" R OUTSIDE OF FLOOR SLAB, CONSTRUCT ORIGINAL SCALE SHOWN IS R 18"x18"x6" PAD UNDER PIPE SUPPORT. ONE INCH. ADJUST SCALE FOR tREDUCED OR ENLARGED PLANS. 6.1-1830 SHEET8D4 D4 ADJUSTABLE PIPE SUPPORT- j15 of 22 Cl TY RECORD No. L c cn _ cn 3 .a vi w 0 0 w i Y m w w S i 0 C 0 Q U 0 U CL T s Q L i 0 C) co i N i U) V 3 N 0 co CDN LO 00 �m DRAFTED BY: CHECKED BY: 6-#4 BARS DVS M 12" LONG DATE: 08-14-2018 ,# JOB NO: ---- PPOAP*rT NO* 91 A. qOO1 GROUT '` ` PHASE: FLOOR SLAB 4•, ' I ` .. 3 NOTE: FOR SUPPORTS IN AREAS o 1" R OUTSIDE OF FLOOR SLAB, CONSTRUCT ORIGINAL SCALE SHOWN IS R 18"x18"x6" PAD UNDER PIPE SUPPORT. ONE INCH. ADJUST SCALE FOR tREDUCED OR ENLARGED PLANS. 6.1-1830 SHEET8D4 D4 ADJUSTABLE PIPE SUPPORT- j15 of 22 Cl TY RECORD No. L c cn _ cn 3 .a vi w 0 0 w i Y m w w S i 0 C 0 Q U 0 U CL T s Q L i 0 C) co i N i U) V 3 N 0 co CDN LO 00 TUBING �� DEEP ����� T c MALE TUBE CONNECTOR 2' L X 1' W X 2' o s -0 a� . i �cc � to �( � (n 0 q) Q r RECTANGULAR POLYETHYLENE oW Sao o q, o TANK WITH INTERNAL FLANGE 2-1/2" ANGLE VALVE W/ CAP cr(n o AND HD US PLASTICS/TAMCO s FEMALE NPT X MALE NH =� 3 N `�p� v �ws NOTES DIXON AV250 OR EQUAL � p o 0 3 S_TUBE CHEM-TAINER, OR EQUAL a C w o �; _ (, E 3/8" STAINLESS STEEL o E 3 a > �� E�o�`� _ 1. CHEMICAL INJECTION TAPS CHEMICAL INJECTION o Q a a a� 0 GRAINGER COIL TUBING 3ADD1 ,; "•" , 3 C c SHALL BE SAF-T-FLO 0 z ` - ` o OR APPROVED EQUAL 30 05 PORT " o U - a a o ` o ` 0> CHAMFER MODEL EB -125 INJECTION 2 MIN 1 /2 RAD. ASSEMBLY OR APPROVED - c > r EQUAL. 1 �0p2�aE ���T�a� I ` W o0a-a `�' +'— ai ,: w....m_. _.. �Z o 0 a�iw� Qw o_�� — o 0 f waw _0 1 75 2. TUBE CHAMFER SHALL FACE _ cr UPSTREAM. i o W p �` 4 s s o COMPRESSION ADAPTER 45' ° VINYL CAP. W z �Gz cis v 0 c� Q c --- (MeMASTER—CARR 9531 K21 ASTM D1248 TYPE 1 2 a " U � � � o a.� -� -� °- � .� �- � c' °' 1/4!' HEX NPT, MALE o � 2-1 /2 BRASS PIPE x 3/8" COMPRESSION 2 OR APPROVED EQUAL) — CLASS A, CATEGORY 4, — EFFLUENT GRADE E AN 61 9 0 0 0 PIPE CERTIFIED CLEAR PE TUBING99 o o ,. 17 -v ✓ " 00 OO COMBINED GAC 3/4 HALF COUPLING o 0 _ EFFLUENT PIPE OR SADDLE m 1-1/2" EPVC W/ TEE W/ 4" BRANCH 1 /2" RAD. 3/8" CARRIER ,�. GALVANIZED OR & THREADED FLANGE COATED STEEL STAND I TUBING FROM BALL VALVE � CHEMICAL METERING ,, FLOW ---- FG PUMP WHARF HYDRANT MANIFOLD CONNECTION 1/4!' NPT, FEMALE 11/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, FEET 1/4!' THREADOLET MINIMUM OR STAINLESS STEEL SCHEDULE 40. o 0 1 3/417 11_0)) W Z NOT TO SCALE3 (:) 4 D5 NOT TO SCALE SAMPLE TAP D5 CHEMICAL INJECTION PORT D5 CHLORINE INJECTION D5 WHARF HYDRANT 10 12 11 15 r E16 F iA 9 3 r j r 14 ¢_ � 3 3 r 13 i EQUIPMENT SCHEDULE ITEM DESCRIPTION O1 SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL O2 CORPORATION STOP, 1" MUELLER B25005N OR EQUAL O 1" TYPE K SOFT DRAWN COPPER TUBE O4 1" STRAIGHT COUPLING PE -IPS X MIP MUELLER H -15426N OR EQUAL O5 1" ANGLE BALL VALVE FIP X FIP MUELLER B -24285N OR EQUAL 0 1" X 3" BRASS NIPPLE �7 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 �0 1/4" OD 304 SS TUBE » 1/2' X 1/4" REDUCER MPT X CTS COMPRESSION FITTING 12 VINYL CAP f--- Ll- If `Z r�v' U? 3 f16 8 17 9 O 6 a z 4 " 4 4 g� WATER QUALITY SAMPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION 13 6 4 1/2' OD 304 SS TUBE 15 1/2" SS BALL VALVE, FPT z �J 17 1" X 1/2" REDUCER, MPT X FPT UInQz w v- 3: � J I-- NA TT VE BACiCfTLL COMPACTED TO � p I U W C) N J J 90X RELA 71 V E AT MAXIMUM DRY O W I¢- DENSITY; EXCEP r AS MODIFIED BY ry M W z ���1ST9 SPECIAL PROVISItom, � SSP a � � � U 0 95X WEN IN STREET R%W `3 0 LLiJ cn Lli - ry Y * I METALLIC PIPE IDEN77RER TAPE. Q Y F—m w �- SELECT MA TRIAL COMPACT TED TO GUT71'R CENTER STREETU � Ll- J or_ __t 85X RELA TT VE DENSITY. FL©WLTNE PIPE TRENCH RI GH OF -WA Y J ::DW Jill SEE PLAN 2' TYPICAL p V) Ld f--- Ll- If `Z r�v' U? 3 f16 8 17 9 O 6 a z 4 " 4 4 g� WATER QUALITY SAMPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION 13 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000-HJB OR EQUAL 4 1/2' OD 304 SS TUBE 15 1/2" SS BALL VALVE, FPT 15 1/2" SS COMPRESSION FITTING X MPT 17 1" X 1/2" REDUCER, MPT X FPT UInQz 2 _ TRENCH ,SONE COMPACTED TO 65X MIN, RELA 77 VE DENSITY. n-- U WATER MAIN C) EXCA VA 7E TO CLEAR PIPE BELL AKIN. MIN. 11 e- cn itS M oD PIPE U.D. 12'-24" ^/L. Ez �, # MINIMUM FOR 12" DIAMETER MAINS do SMALLER y � � u' p co � t n `¢ AA� 48" MINIMUM rOR LARGER THAN 12" DIAMETER PIP w � co c 2-6 a p L¢ **&" MINIMUM FOR MAINS LESS THAN 12 DIAMETER / u 12" A41NIMUM FDR' MAINS 12" DIAMETER LAR ASID GREATER ; 0 � o w ,,n 3 1-3 0.r Q,Q,(o NO �� • W ° a� M co 1) WATERMAIN ,SHALL BE LOCATED 2 FROM RIGHT—OF—WAY *NEN POSSIBLE. oj DESIGN ENGINEER: I INIMUAfi COVER SHALL BE MEASURED FROM LOWEST GUTTER 2� IN PAID AREA M 71jolv A f� � FL�}WLINE GRADE.. KEVIN BERRYHILL o a LICENSE N0: I O i .3,� IN PAVED AREAS, .SPECIFICATTC"NS FOR STREET STRUCTURAL SECTION, OR I 70415 CV r o ° , q..VN�� PA VEMEN T PATCHING SPEGIFICA TION SHALL SUPERCEDE BACKFILL AND CfMPACI7ON ST,gTEO. DRAFTED BY: CHECKED BY: ..I NOTES DVS M JB r-- (4) 1/2" SS ANCHOR BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. 'WATER RESOURC S DEPARTMENT DATE: 08-14-2018 CITY OF BAKERSFIELD, CALIFORNIA JOB N0: 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. CONCRETE BASE FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEASTANDARD PIPE TRENCH PROJECT N PHASE:: 214318001 r GRAVEL. 0 1" MANA ER WATER RESOURCES DEPARTMENT DA REV. 1-9-Q9 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR f 6.1-1830 REDUCED OR ENLARGED PLANS. �� 5 6 SHEET D5 D5 WATER QUALITY SSTATION D5 FOR ON—SITE TRENCHES CITY RECORD No. 16 of 22 Lo 0 Q W 0 Ln 0 Y m I— W w _ U) i 0 v E U a I a 0 co N N I E 3 00 0 N Lo UInQz w v- 3: � J I-- NA TT VE BACiCfTLL COMPACTED TO � p I U W C) 90X RELA 71 V E AT MAXIMUM DRY I¢- DENSITY; EXCEP r AS MODIFIED BY ry M W z W SPECIAL PROVISItom, � � � U 95X WEN IN STREET R%W 0 LLiJ cn - ry Y * I METALLIC PIPE IDEN77RER TAPE. Q Y F—m �- SELECT MA TRIAL COMPACT TED TO � Ll- __t 85X RELA TT VE DENSITY. 2 _ TRENCH ,SONE COMPACTED TO 65X MIN, RELA 77 VE DENSITY. n-- U WATER MAIN C) EXCA VA 7E TO CLEAR PIPE BELL AKIN. MIN. 11 e- cn itS M oD PIPE U.D. 12'-24" ^/L. Ez �, # MINIMUM FOR 12" DIAMETER MAINS do SMALLER y � � u' p co � t n `¢ AA� 48" MINIMUM rOR LARGER THAN 12" DIAMETER PIP w � co c 2-6 a p L¢ **&" MINIMUM FOR MAINS LESS THAN 12 DIAMETER / u 12" A41NIMUM FDR' MAINS 12" DIAMETER LAR ASID GREATER ; 0 � o w ,,n 3 1-3 0.r Q,Q,(o NO �� • W ° a� M co 1) WATERMAIN ,SHALL BE LOCATED 2 FROM RIGHT—OF—WAY *NEN POSSIBLE. oj DESIGN ENGINEER: I INIMUAfi COVER SHALL BE MEASURED FROM LOWEST GUTTER 2� IN PAID AREA M 71jolv A f� � FL�}WLINE GRADE.. KEVIN BERRYHILL o a LICENSE N0: I O i .3,� IN PAVED AREAS, .SPECIFICATTC"NS FOR STREET STRUCTURAL SECTION, OR I 70415 CV r o ° , q..VN�� PA VEMEN T PATCHING SPEGIFICA TION SHALL SUPERCEDE BACKFILL AND CfMPACI7ON ST,gTEO. DRAFTED BY: CHECKED BY: ..I NOTES DVS M JB r-- (4) 1/2" SS ANCHOR BOLTS 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. 'WATER RESOURC S DEPARTMENT DATE: 08-14-2018 CITY OF BAKERSFIELD, CALIFORNIA JOB N0: 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. CONCRETE BASE FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEASTANDARD PIPE TRENCH PROJECT N PHASE:: 214318001 r GRAVEL. 0 1" MANA ER WATER RESOURCES DEPARTMENT DA REV. 1-9-Q9 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR f 6.1-1830 REDUCED OR ENLARGED PLANS. �� 5 6 SHEET D5 D5 WATER QUALITY SSTATION D5 FOR ON—SITE TRENCHES CITY RECORD No. 16 of 22 Lo 0 Q W 0 Ln 0 Y m I— W w _ U) i 0 v E U a I a 0 co N N I E 3 00 0 N Lo 0 Q_ C 0 4_1 _9__ r - - - - - - - - - - - - - - - - - - See standard :3 a- -st V) C:n Cp 0 4. 0' CD 0 _S__ -'d drawing SW -6 Uj L_ ch - () -�- 1 4,0 mozl for frame and o c -0 cn o w --1-- 4 5' Nh. cD III cL - > Q) r > :0 cn M (V Mare incoming and outgoing - or Cl - cover detolls 0:� (.0 6• 'N" I sewers #? o maihol� vorr in ck� N• % V.: Lj u7 C 0 P" .1 - 3: Lrj 1u) 0 CL -2 LAJ 6� size, extend low holms of (.n -TY 7he upper portions of incoming I sewers 8.0' beyond Cr C, \ a_ U Uj 0 C E -c -0 inside of wa# and shape and outgoing sewers shall be F'j 5- .5 C E Shelf + I I -d L_ Z-1 F_-1 11 transition chomm/ between removed and the broken edges a E o.S -a _S .,e I sho// be plastered smooth with __j - 0 ends of lower halves of poes. C-.1 to V) �sj Z) d 0- ci- "L) (on -1 El El 0 El El 1:1 M 0 El L ?I "' - 0 C A. cement mortar 0 Z3 - CL ij 2 V 0 0 0 V) 0110 El El D El El 0 0 CL >' I EJ X z C: ow > Where incoming and outgoing� i > co c: !E 0 0 V) -0 0 41 CL) LL I ? I� 7EE TEE• 0 U) 0, rn sewers in a manhole are of > 0 - 00 0:� Q) 0 CY) Me -0 22 112 ELL• some diameter, the top - 0 -0.4- 4.0 00 CL (n WAT E R E] E] - - - - - - half o(jok AoN Only be r - - - - - - - - - - - - - - C14 0 C -0 0 EJ R♦ E z removed between waft and (1.2m)• = W E Q- CL 0 Fr cl- W 0 C: -0 -0 -0 CD the broken edges shall be CD 00 0 L_ C: Ids Iq 1:1 4Q #4 REBAR---� ♦ plastered smooth Pith :z tr- W (n C W Br C� 2 1:1 D 0-\e (3 cu. cement mortar. TOP WEW Note: P.C.C. slab not to bea..=_C: T BOTTOM Gi F-- Lww 0 _0 4, 0- 4, CL -0 CD CL) ♦ PLAN A T SURFACE poured until poMg is. in place. PLAN A SV 4# P. CC dab not to be poured until i� place. Slab and lid paving is < VAL VE ANCHOR R=a5* to be 0.125' to 0.25 1210 CAST IRON LID TO READ below new finished paving. "CITY OF BAKERSF7ELD WA TER w PAWMENT, CONCRETE, 4 2. 0 Min, 80" Mk "_ fi" TWICAL OR LANDSCAPED FINISHED GRADE SECTION NO TES. - M 61 41 V 12 CAST IRON SUPPORT RING 4 90 2:1 Mortar, 1, A# work shalt conform to the *# able sections of the ---- tAr NOTES. - 2:1 Mortar, 90* ELL Orf Pocked specifications entitled "Standard Specirications, State of Ory Packed CROSS L Colifamig, Department of Transportation', approved ... 2.0 Did. 1. All work shall conform to the applicable sections REDUCER .1 �F i" 'Standard Icpecificotions, o ofcurrent edition[. of the *ecifttibns entitled v: SAWCUT A Transportation, State of California, Department of T CA UVAICM T.S-�� #4 REBAR #4 RE6AR 2'*x2' SQUARE CONCRETE SLAB 12"OK14 GAUGE ROLLED STEEL PIPE X---' (VARIES IN LENGTH AS NEEDED)* REDWOOD. BLOCK OR 10* 0 SCHEDULE 40 PVC 2'K6'XI8' W PLACES f WA TERLINE NO TES, 2, All unlined manhole pints shaltbe hued with Kent approved current edition. seal or opproved 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 posand two parts of clean, well graded sand. POO J. Pro cost reinforced manhole sections shall be constructed J. Joints shall be filled with mortar and neatly cleaned Diameter qr z in accordance with the provisions of ASTM C -4M varies or weed on inside of Poe. 0 • current edition. V) 4.0' Oid. 4, Pre cost reinforced manhole sections shall be ; 7 1 1 Ld 4, All sewer manholes, for sewer lines larger Man 18* constructed in accordance with the provisions of in diameter, shah be lined with 'r -Lock' or opproved equal.AS C-474 current edition. a 4.0' via. a. Concrete pad unfl, be wim, with a white PAIIIERM 'j. Eccentricq writ 1) ALL VALVES, F7T77NGS, AND 91RECRONAL CHANGES ARE TO BE HELD IN PLACE specifications. curing cwjpoun of us per section 90-7016 of the standard direction of the main line whenever possible or as % *4e- directed by the City Engineer. CONCRETE THRUSTS BLOCKS. V. A. V 6, See standard drawilg SW -6 for fronw, cover, and WABLE SOIL PRESSURE OF 1500 PSF. slope is 8.JJX JS 6. All transitions between pipe inverts shall be a 2) BEARING AREAS INDICATED ARE BASED ON ALLO drop manhole details 'j': smooth waged surface. NOTE, 3) CONCRETE' IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY BE IN _�j 7 All sewer manholes, for sewer lines larger than 7 All channels shall be smooth finished with steel trowel. -4/ FINISH/ CONCRETE SLAB 114 CONTACT WTH F'1TVNG. 18 in dkmeter, shall be h7ed with 4.0" Min. Shelf sho# be broom friMed for sio resistance. "T -Lock' or approved equal BELOW A.C. PAVEMENT 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED 501L. 6 + :z FA kF 5) 10INTS SHALL BE KEPT CLEAR OF CONCRETE _�N T AR ALENAME: SW-2REV FILENAMIE- SW-4REV DATE DA11 6) THRUST BLOCKS SHALL BE CLASS "Bo CONCRETE HAVING A MINIMUM 6/2/99 4 OF 5 SACKS• 6/2/99 PORTLAND CEMENT (470 tBS.ICY) & A MINIMUM UL 77MA TE COMPRESSIVE STRENGTH OF 3000 psi STANDARD DRAW JCU 5,67' STANDARD DRAWW JCU CHOOKED 4.69' WATER RESOURCES DEPARTMENT MANHOLE SCAM M. SHAW MANHOLE SECTION MANHOLE M. SHAW WATER RESOURCES DEPARTMENT of N.T.S. SCAIX N.T.S. CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA TYPE A SHM No. TYPE "B" Special APPROVED APPROVED SHEET NO. :low Aggregate SECTION 1A_ d CrTY OF BAKEMWEW CRY OF BAKERSFEELD 105 SW- 2 SW- 4 VALVE BOX DETAIL THRUST BLOCK DETAIL .4 (Calcareous) CAUFOFM CAUFOFM CITY EWM3M PUBLIC WORKS .e PLATE No. DEPARTMENT- CITY MIKE! PUBLIC WORKS DEPARTMENT APPROVED, REV. 3-22-16 A, TER RESOURCES DEPARTMENT DATE -A 4' APPROVED. -12 W- 2 W 2 W r3 D6 (OFF-SITE PIPELINES ONLY) LIJ J# V) U) 26.25' to' U _j ♦ 25,25* 10.5* 0. 7,5 Li ::D < 1.5, 0. 6,?51 0 t'q , 3: V) ON ry C) See Detai "Am . . .. .......... E_ < 10 t7 5" WwClear Opening I- 2.0' 17N C) LOQ z V) 3r. Clear Open;nq W _j LLj 32,5 *< SECTION B -B 0 F- M �Lj yj L' SECTION A -A U V) W C:) ICY - 05m 0 LLJ LLI L0 pattern letters, 0.125` See note 11.m < 1. 5" self high 1.0' Did, < draining blind pick 20" pattern center hole Lj_ hole letters, 0. 125o 0 M high B 8 0 SEWER AN 0 n Notch lid to And pick hole See note It 1. 0'pattern 0.625' pattern 1.0 pattern letters, 0,125m letters, 0, 125" letters, 0.125# CLEANOU T high MANHOLE high. Location for high country of origin QCO 00 C4 =000• NO TES.-< 5 _-5 V)m E = 0 C) Z l. All frames and cows shall be tested for accuracy 02 LA_ 0) of fit and shall be marked in sets to deliver Machined 0 LIJ = _."ZI 5 prior y. Surfaces 2 The seats of frames and beoMg faces of the covers > L) 0Q LL_ shall be machined for a smooth non -rocking R between 10. 5. 6 W!j cun) the two castings, Taper Cover CL C:) CO 3 Castings sholl be thoroughly cleaned and doped twice Me Me Q Cz Co CO in a quick-dryinq, jet-black asphaltic' compound to Frame provide a protective coating. 4, All frames and cows shall be gray cost iron, free DETAIL "A DESIGN ENGINEER: 0 from warps, crocks, holes, swells and cold -shot, and KEVIN BERRYHILL shall have a workmanlike Anish. Highway loading should 9. The 2.0* pattern letters on the manhole cows LICENSE NO: be HS 2044, shall have one of the following designations.- DRAIN or SEVER 70415 5 Castih9 shall conform to the provisions of the specifications 10 Assembly shall be designed for highway loading of HS 20-44, DRAFTED BY: CHECKED BY for gray -iron castings, serial designation ASIA(.- A-46 DVS MjI3 (latest revision), Class No. . 11. 2.0" x 1.0" diamond mat 0,125" deep. ♦ FILENAME: SW -GREY 6. The name of the manufacturing company shall be DATE: 08-14-2018 ♦ on the underside of the cover. 6/2/99 JOB NO: ---- STANDARD DRAWW JCU ♦ 7 Manhole frame shall weigh not /m than 120 lbs. FRAMES AND CHECKED PROJECT NO: 214318001 no more than 250 lbs.. The cover COVERS FORSCAU M. SHAW ♦ shall weigh not less than 120 lbs, no more MANHOLES & CLEANOUTS NJ•S, PHASE: than 200 lbs. APPROVED CRY OF BAYJ3WIFIELD SHMT NO. 0 . 1 )1° . 6 Manhole cows shall have a self drahkig blind pick CALr-ORNL4 SW -6 ORIGINAL SCALE SHOWN IS hole unless otherwise approved by the City Eng47eer. My 00�W PUBLIC WORKS DEPARTMENT ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5 6.1-18 3 0 SHEET D6 D6 - [ 1 17 OF 22 CITY RECORD No. Q) D 'y Ld Uj LO 0 M Lij M U) 0 E CL 0 4-a -0 0 CL a. 0 0 00 C'4 ter - V1 E C14 C:) co 0 C14 I-, LO co THRUST BLOCK SCHEDULE BEARING AREA IN SQUARE FEET ;6/jct SIZE TEE OR 901ELL PLUG 451ELL 22 112* ELL CROSS VALVE' 3 4 2 2 1.5 CA, 3-0 7 4 2 J. 0 EA, 5.5 10" 11 6 3 4,5 &A. 9.0 12* 11 16 8 4 F.5 EA, 13.0 16 16 23 IJ 7 9,0 EA. 1&0 2, All unlined manhole pints shaltbe hued with Kent approved current edition. seal or opproved 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 posand two parts of clean, well graded sand. POO J. Pro cost reinforced manhole sections shall be constructed J. Joints shall be filled with mortar and neatly cleaned Diameter qr z in accordance with the provisions of ASTM C -4M varies or weed on inside of Poe. 0 • current edition. V) 4.0' Oid. 4, Pre cost reinforced manhole sections shall be ; 7 1 1 Ld 4, All sewer manholes, for sewer lines larger Man 18* constructed in accordance with the provisions of in diameter, shah be lined with 'r -Lock' or opproved equal.AS C-474 current edition. a 4.0' via. a. Concrete pad unfl, be wim, with a white PAIIIERM 'j. Eccentricq writ 1) ALL VALVES, F7T77NGS, AND 91RECRONAL CHANGES ARE TO BE HELD IN PLACE specifications. curing cwjpoun of us per section 90-7016 of the standard direction of the main line whenever possible or as % *4e- directed by the City Engineer. CONCRETE THRUSTS BLOCKS. V. A. V 6, See standard drawilg SW -6 for fronw, cover, and WABLE SOIL PRESSURE OF 1500 PSF. slope is 8.JJX JS 6. All transitions between pipe inverts shall be a 2) BEARING AREAS INDICATED ARE BASED ON ALLO drop manhole details 'j': smooth waged surface. NOTE, 3) CONCRETE' IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY BE IN _�j 7 All sewer manholes, for sewer lines larger than 7 All channels shall be smooth finished with steel trowel. -4/ FINISH/ CONCRETE SLAB 114 CONTACT WTH F'1TVNG. 18 in dkmeter, shall be h7ed with 4.0" Min. Shelf sho# be broom friMed for sio resistance. "T -Lock' or approved equal BELOW A.C. PAVEMENT 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED 501L. 6 + :z FA kF 5) 10INTS SHALL BE KEPT CLEAR OF CONCRETE _�N T AR ALENAME: SW-2REV FILENAMIE- SW-4REV DATE DA11 6) THRUST BLOCKS SHALL BE CLASS "Bo CONCRETE HAVING A MINIMUM 6/2/99 4 OF 5 SACKS• 6/2/99 PORTLAND CEMENT (470 tBS.ICY) & A MINIMUM UL 77MA TE COMPRESSIVE STRENGTH OF 3000 psi STANDARD DRAW JCU 5,67' STANDARD DRAWW JCU CHOOKED 4.69' WATER RESOURCES DEPARTMENT MANHOLE SCAM M. SHAW MANHOLE SECTION MANHOLE M. SHAW WATER RESOURCES DEPARTMENT of N.T.S. SCAIX N.T.S. CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD, CALIFORNIA TYPE A SHM No. TYPE "B" Special APPROVED APPROVED SHEET NO. :low Aggregate SECTION 1A_ d CrTY OF BAKEMWEW CRY OF BAKERSFEELD 105 SW- 2 SW- 4 VALVE BOX DETAIL THRUST BLOCK DETAIL .4 (Calcareous) CAUFOFM CAUFOFM CITY EWM3M PUBLIC WORKS .e PLATE No. DEPARTMENT- CITY MIKE! PUBLIC WORKS DEPARTMENT APPROVED, REV. 3-22-16 A, TER RESOURCES DEPARTMENT DATE -A 4' APPROVED. -12 W- 2 W 2 W r3 D6 (OFF-SITE PIPELINES ONLY) LIJ J# V) U) 26.25' to' U _j ♦ 25,25* 10.5* 0. 7,5 Li ::D < 1.5, 0. 6,?51 0 t'q , 3: V) ON ry C) See Detai "Am . . .. .......... E_ < 10 t7 5" WwClear Opening I- 2.0' 17N C) LOQ z V) 3r. Clear Open;nq W _j LLj 32,5 *< SECTION B -B 0 F- M �Lj yj L' SECTION A -A U V) W C:) ICY - 05m 0 LLJ LLI L0 pattern letters, 0.125` See note 11.m < 1. 5" self high 1.0' Did, < draining blind pick 20" pattern center hole Lj_ hole letters, 0. 125o 0 M high B 8 0 SEWER AN 0 n Notch lid to And pick hole See note It 1. 0'pattern 0.625' pattern 1.0 pattern letters, 0,125m letters, 0, 125" letters, 0.125# CLEANOU T high MANHOLE high. Location for high country of origin QCO 00 C4 =000• NO TES.-< 5 _-5 V)m E = 0 C) Z l. All frames and cows shall be tested for accuracy 02 LA_ 0) of fit and shall be marked in sets to deliver Machined 0 LIJ = _."ZI 5 prior y. Surfaces 2 The seats of frames and beoMg faces of the covers > L) 0Q LL_ shall be machined for a smooth non -rocking R between 10. 5. 6 W!j cun) the two castings, Taper Cover CL C:) CO 3 Castings sholl be thoroughly cleaned and doped twice Me Me Q Cz Co CO in a quick-dryinq, jet-black asphaltic' compound to Frame provide a protective coating. 4, All frames and cows shall be gray cost iron, free DETAIL "A DESIGN ENGINEER: 0 from warps, crocks, holes, swells and cold -shot, and KEVIN BERRYHILL shall have a workmanlike Anish. Highway loading should 9. The 2.0* pattern letters on the manhole cows LICENSE NO: be HS 2044, shall have one of the following designations.- DRAIN or SEVER 70415 5 Castih9 shall conform to the provisions of the specifications 10 Assembly shall be designed for highway loading of HS 20-44, DRAFTED BY: CHECKED BY for gray -iron castings, serial designation ASIA(.- A-46 DVS MjI3 (latest revision), Class No. . 11. 2.0" x 1.0" diamond mat 0,125" deep. ♦ FILENAME: SW -GREY 6. The name of the manufacturing company shall be DATE: 08-14-2018 ♦ on the underside of the cover. 6/2/99 JOB NO: ---- STANDARD DRAWW JCU ♦ 7 Manhole frame shall weigh not /m than 120 lbs. FRAMES AND CHECKED PROJECT NO: 214318001 no more than 250 lbs.. The cover COVERS FORSCAU M. SHAW ♦ shall weigh not less than 120 lbs, no more MANHOLES & CLEANOUTS NJ•S, PHASE: than 200 lbs. APPROVED CRY OF BAYJ3WIFIELD SHMT NO. 0 . 1 )1° . 6 Manhole cows shall have a self drahkig blind pick CALr-ORNL4 SW -6 ORIGINAL SCALE SHOWN IS hole unless otherwise approved by the City Eng47eer. My 00�W PUBLIC WORKS DEPARTMENT ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 5 6.1-18 3 0 SHEET D6 D6 - [ 1 17 OF 22 CITY RECORD No. Q) D 'y Ld Uj LO 0 M Lij M U) 0 E CL 0 4-a -0 0 CL a. 0 0 00 C'4 ter - V1 E C14 C:) co 0 C14 I-, LO co Class 2 Portland Cement Concrete Color and finish to match Sawcut od/ icent pavement, Id Existing ° ° ° 4 a POI#land Cement v ° e 4° °. °. Concrete ° ,.° a ° ° 3.0" - - Select Material (if required) Backfill PA TCH IN CONCRETE.' SURFACE Ash oltic Paint pBinder --� - Sawcut -- Ashpaltic Paan Fab le - 9 ga, 3 0' beyond back of curb, excluding Binder all but the outer 1.0' of the ,,2,,./0' (5annm) mesh, gdv. -- Existing Asphalt OR SL URR Y the existing, accepted roadway after *m*g, krwd*d Concrete Pavement Asphalt Concrete 0 0 0 0 0 Q 0 Q 12" T ical each side diagonal brace 0 011NO TES.• Class 11 Aggregate BaseC with truss rods 1. All workmanship and materials shall conform 2.0' or more 00 Q 0 0 to the re pirements set forth in the 'Standard both sides Specifications, State of Colifornia, Department 5, End, comer, and gate posts shall be braced to the nearest post with galvanized dmgonal or horizontal braces used BackNI material within the pipe of Transportotion", approved current edition. Remit - .late 2 Sowcuts shall be made parollel or at might zone to conform to notes 1, 2 Backfill angles to the centerline of the street. PATCH IN ASPHALT CONCRETE SURFACE J. Depth of select material, If requfrea; shall be determined In the field by the engineer. o at U V) 4 Patches less than 2.0' from existing patches; 0.4 J Ashpoit L.Li z edges of payment, or gutter shall be extended to include fhe intermev�wte isolated Concrete Surfacatg Asphaltic Paint Bandsr strip of existing pavement. Existing road mixed surfacing Q 5 Matamum patch width shall be 2.0' at its z LLJ Bedding Material for smallest dinension, unless otherwise allowed by Flexible Pipe as per ASTM D 2321 0 c 0 the city engineer: Select Material (if required) () 0 0 0 0 6. Reference standards ST -13 and ST -14 for o � compaction requirements. v _ 7 For patch in asphalt concrete unless otherwise I allowed by the city engineer' (0.9m U A. local streets minimum 0.4' asphalt concrete (0 ft Backfill over 0.5' Class 11 aggregate base. i 8. Arterial and collector streets manamum 0 7' " Cate Posts - 2.875' asphalt concrete over 10 Class It aggregate base PA TCH IN ROAD MIXED SURFACE FILENAME: ST-11REV 2.0' Mir. (SLir►m)�, i(Ql)) r N 20 Min. (+tm1� (pl)� Gate Poe - 5.79Yb/ft (bL6k9/n►) STANDARD DATE o (501") mesh, gale. PEDESTRIAN GA TE V � v7 3 E DRAWN6/2/99 JCU Horizontal or bruce 07th #Us$ rods CHECKED PAVEMENT PATCHES SHA N.T.S. APPROVED SHEET NO' CRY OF BAKERSHEL.D ST -1 1 CALFOFHA CITY E4001FF7t PIRI Ir. WORKS DEPARTMENT FOR ROAD TRENCH PATCHES) rod (tip. 0# ru ibuoW after we *9, kwdded top bottom J, JJ JJ +', ►7 - ►i�i.a .� �.�.�.��i�,=�•'�i►���,*ir�.�si�!rl►���i►�i;����+i���.� - �,!��f�i►�i� I I r ►iii ♦�i�ii�- -�►�� am sedan oft compaction at 85% to a depth of 7. Cham -161k fence kb* shall conform to the specifications of ASTM 6, 0" (0.1.").. designatbn: A-392! Om 1. 2 Cmaete &W be doss V and shaA be wifhin 25" (65mm) 8 dnstadation of fencing and gates shot/ be fa accordance with the' to 5,1i" (0.14m) Ai *, Cmaete shah be tro#eled smooth requirements of section 80-4 of the 'Standard Specifrcalkn4 and brush finished. State of Coiifomie, Department of Trospartotim , approved current edition. 3 Concrete shall contawn no additlws unless prior Pvitten 9. avbkng as specified by the City of ftersfxaV standard *awing approvd is obtabnee dram the any Engosneer: Concrete D-12 shat be continued under gates shad be axed girth a white pigmented a4ng catnpo od canpl)ng to section 90-7.018 of the stas'ndord specifrcatkns. 4. Eno comer, and gate posts shczdi be braced to the nearest FILENAME: D -13M lim post WM gdv &9wd or honzortal braces used as STANDARD DATE 6/279 co nWassiarn members and 9&y. 0,375' (la rm) steel truss DRAWN , rods with tumbuddes or truss roteners used as tenon members. CHECM CHAIN-LINK GATES. M. SH. 5. Iffm redwood suburban screen is requred, it sha# be used sr.AU with 3 x 5 - 9 gouge k6rk so constructed that the salols ore N.T.S. ed oto position and con only be removed with toils vim NO. shallbe made with fit gigs ar welded with welds 0" OF�RSF�LD D -13 5 ooth, and regdraraed aTY ENGINEER PUBJC WORKS DEPARTMENT D7 Pavement �\7 Backfill compacted to 95X relative shall apply for trench widths: compaction in roadway areas from Fab le - 9 ga, 3 0' beyond back of curb, excluding TAMPING all but the outer 1.0' of the ,,2,,./0' (5annm) mesh, gdv. median areas, and 0 alleys, within ..••••••... OR SL URR Y the existing, accepted roadway after *m*g, krwd*d Horizontal or clearance between the curb and fabric scroll be used. Backfill compacted to 90x relative top & bottom diagonal brace 1.0', wider 6.0" wider with truss rods both sides 2.0' or more Simile Gate to YOX relative compaction.1_;See both sides Nkfth - 4.0' (l.2n) 5, End, comer, and gate posts shall be braced to the nearest post with galvanized dmgonal or horizontal braces used BackNI material within the pipe 5.4 m Remit - .late f NM FA610C zone to conform to notes 1, 2 Fiume - t 875' (5Anm) F members SEC T1 ON A -A O.D. Qary poee 272611t o at U V) (4, /kg/m) single lark o L.Li z latch wish lock vi N Utilities Commission General Orders Q 6.0" z LLJ Bedding Material for ji Flexible Pipe as per ASTM D 2321 U¢ Q 0- E=- O [� o � v 30' m 10' pass V Aa cone (0.9m U U (0 ft i " Cate Posts - 2.875' 0 Y M iiA 1 C r C) (73mm) Q.D. 2.0' Mir. (SLir►m)�, i(Ql)) r N 20 Min. (+tm1� (pl)� Gate Poe - 5.79Yb/ft (bL6k9/n►) Fabric - 9 P., 2.0" Mkt. Mh. o (501") mesh, gale. PEDESTRIAN GA TE V � v7 3 after we *9, kwdded top bottom J, JJ JJ +', ►7 - ►i�i.a .� �.�.�.��i�,=�•'�i►���,*ir�.�si�!rl►���i►�i;����+i���.� - �,!��f�i►�i� I I r ►iii ♦�i�ii�- -�►�� am sedan oft compaction at 85% to a depth of 7. Cham -161k fence kb* shall conform to the specifications of ASTM 6, 0" (0.1.").. designatbn: A-392! Om 1. 2 Cmaete &W be doss V and shaA be wifhin 25" (65mm) 8 dnstadation of fencing and gates shot/ be fa accordance with the' to 5,1i" (0.14m) Ai *, Cmaete shah be tro#eled smooth requirements of section 80-4 of the 'Standard Specifrcalkn4 and brush finished. State of Coiifomie, Department of Trospartotim , approved current edition. 3 Concrete shall contawn no additlws unless prior Pvitten 9. avbkng as specified by the City of ftersfxaV standard *awing approvd is obtabnee dram the any Engosneer: Concrete D-12 shat be continued under gates shad be axed girth a white pigmented a4ng catnpo od canpl)ng to section 90-7.018 of the stas'ndord specifrcatkns. 4. Eno comer, and gate posts shczdi be braced to the nearest FILENAME: D -13M lim post WM gdv &9wd or honzortal braces used as STANDARD DATE 6/279 co nWassiarn members and 9&y. 0,375' (la rm) steel truss DRAWN , rods with tumbuddes or truss roteners used as tenon members. CHECM CHAIN-LINK GATES. M. SH. 5. Iffm redwood suburban screen is requred, it sha# be used sr.AU with 3 x 5 - 9 gouge k6rk so constructed that the salols ore N.T.S. ed oto position and con only be removed with toils vim NO. shallbe made with fit gigs ar welded with welds 0" OF�RSF�LD D -13 5 ooth, and regdraraed aTY ENGINEER PUBJC WORKS DEPARTMENT D7 Pavement �\7 Backfill compacted to 95X relative shall apply for trench widths: compaction in roadway areas from WIDTH 3 0' beyond back of curb, excluding TAMPING all but the outer 1.0' of the DIMENSION median areas, and 0 alleys, within ..••••••... OR SL URR Y the existing, accepted roadway 1.0, wider allpravementS clearance between the curb and fabric scroll be used. Backfill compacted to 90x relative - compaction in all other areas 1.0', wider 6.0" wider Backfill at pipe zone composted both sides 2.0' or more 1.5' wider to YOX relative compaction.1_;See both sides Tape "A 5, End, comer, and gate posts shall be braced to the nearest post with galvanized dmgonal or horizontal braces used BackNI material within the pipe 5.4 m .late f NM FA610C zone to conform to notes 1, 2 ** F members SEC T1 ON A -A and J. o at U V) at 80" (02m) on center ## For public utilities , construction L.Li z requirements as per the Public O w Utilities Commission General Orders Q 6.0" z LLJ Bedding Material for W > Flexible Pipe as per ASTM D 2321 NO TES.- 1. ES: 1. Backfill for Rigid Pipe. Backfill material within the pipe zone shop be free of deleterious material and shall have a Sand Equivalent of not less than 20 and shall conform to the fallowing grading: Sieve Size Percentage passing 3/4" 100 No. 4 35-100 No, 30 20-100 This backfill material shall be placed in not to exceed one foot (1.0' loose) layers! simultaneously of 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 dial/ be properly compacted to springline prior to proceeding. 2. Backfill for flexible pipe. Pipe and fittings shad/ be installed at accordance with the current ASTM specification 0•-2321. Ghly Gloss 1 and 11 embedment materials within the pipe zone will be considered suitable, Wthin the pipe zone, water flooding and jetting Miall not be used for backfill compaction for flexible pore. The bedding and haunching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer mains, Class i bedding is required for bedding and hounching. Care shall be token not to dislocate the pipe. The remaining backfill in the pine zone shall be hand placed and compacted in lifts not to exceed 6.0' thickness Backfill material shall be properly compacted to springline prior to proceeding. 3. Backfill material above the pore zone shall be free Finish Grade f Depth varies depending on the streets Traffic Index (TI). See Table "B" below Street , " Zone IRIINDEX DEPTH 30 - 50 1.2 j 5.5 - 65 1.5' 7.0 - 8.0 20' 8.5 OR MORE 2.5' Backfill compacted to 90X relative compaction Tam ,A / Upper limit of pipe zone shall be 1.0' above top of pipe bell or the outside diameter of plain end pipe. f...... hounching Pipe or conduit 4. Testing of backfill materials shall be in accordance with the tests listed in Section 6-3.01 of the State Standard Specifications, (or ASTM D1557J Method 'CO) for trench width greater than 1.0' if trench width is less than 1.0' backfill with 2 sack slurry. 5 Compaction tests will be required and shall be the respons- ibifity of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests listed at Section 6-3.01 of the State Standard Specificotions, (or ASTM 01557, Method 'C") 6. Each layer of backfill material 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 followinq shall apply for trench widths: PIPE WIDTH IN GREATEST TAMPING CLASS I BEDDING DIMENSION °2. Ir OR SL URR Y 1.0' or less 1.0, wider 4.0" wider clearance between the curb and fabric scroll be used. both sides both sides f. 0' up to 2.0' 1.0', wider 6.0" wider both sides both sides 2.0' or more 1.5' wider 1. Q' wider both sides both sides of deleterious maternal and lumps or stones exceeding STANDARD 4.0" at greatest dimension and shall be placed in not to exceed one foot (1.0' loose) layers and each layer TRENCH BACKFILL shall be thoroughly compacted by mechanical tamping. AND COMPACTION FILENAME; ST -12 .." DATE 6/2J DRAWN JCU REQUIREMENTS �'- N.T.S. 2 APPROVED SHEET N0. CiTY OF BAKERSFEL.D ST -12 D7 CAIS D7 CITY EMr*,*" 01 112' Ir WORKS DEPARTMENT (FOR TRENCHES IN THE ROADY PROVIDE GALVAP SHEET METAL SP GUARD EXTENDINi MORE THAN 1/4- X 1-3/8" GALV STEEL BAR J- INCHES 76?%� 0 6 1-1/211 = 11-011 D7 #4 REBAR WELDED TO BOTTOM OF STEEL BAR NOTES 1. FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. 2. HOT DIP GALVANIZE LID ASSEMBLY AFTER FABRICATION. GRATED LID 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 Califomia, Department of Transportation, Standard Specifications", approved current edltlon, unless otherwise required by the City Engineer. 2. Aggregate base shall be Class I! agregate 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 o sof testing laboratory report to be signed and sealed by a licensed engaaeer. 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 an pavement calculations APPROVED Grading Plane B A compaction of 90X shall be obtained for a minimum of 6.0' below the Grading Plane. Depth 'T" shall be in conformance with the following table: Troffic index 'TT* Jo- 50 1.1' 5.5- 6.5 1.5' 7.0 - 60 20' 8.5 or more 2.5' S For Asphalt Paving Notes, see Standard Special Provisions located in the Subdividision Design Manual. FOR CURB REPAIRS STANDARD STRUCTURAL PAVEMENT SECTION 1� A � ♦. err FILENAME: ST-13REV DATE 6/2/99 DRAWN JCU SHEET NO. ST --13 12 m G 9 F lo' (3 an) Brace or top runner - 1.625" (40mm) O.D., galvoized pipe, 2,271b/ft (2lk9/m) Horizontal or diagonal brace with truss rodsLine Post Terminal or comer post r.� G •i 4° r 1 4 A w O r a., 0. 4 JA 17= _ A • 141 L 5" (4i7mm) I• 9" (23mm)Class 'B' P. C.iconcrete 2.0" (50mm) Mtn. 20" (50mm) l0" (.25m) Min. 10" (.25m) Min. NO TEs: FENCING TABLE i 1. lnstallatior of fencing and gates shall be in accordance with HEIGHT 1 H the rerkaments of Section 80-4 of the "Standard Specifications, 625" (41mm) Stole of Colifornio, Department of Transportation,' opprored 3'-0" .9 m current edition. °2. Ir A 9.0' thick x 12' wide (0.22m x 0 3m) concrete curb 2-7/6^ 0.0. 4ALY. PiK shall be constructed under all fences, a 1.5' (40 mm) PCC Iva►g wall clearance between the curb and fabric scroll be used. or headwall LSI o TYPICAL DETAIL A T 3. See standard 0-13 for concrete notes CUL VERT END WALLS c..�x1.5,1-) 4. Comer posts shall be instolled at ail angles in fence line 4.10 /// �fT. (61 k9/m) 4.5" (0.11m) to in excess of 10' t ALV. Ct of pole 5, End, comer, and gate posts shall be braced to the nearest post with galvanized dmgonal or horizontal braces used 1.5" fprnm 5.4 m (j') LTJ .late f NM FA610C \`7N' as compression members and gdvonized 0.375 (10mm) steel truss rods with tumbuckles or truss tightener used as tension ��\•,. \\ �.� \\50Mm) Max. members SEC T1 ON A -A 6 Fobric shall be fastened to gate post, terminal post, or comer o post with 025' x 0.75' (5mm x 201mm) stretcher bar bonds U V) at 80" (02m) on center FENCING TABLE V HEIGHT 1 H 6' 11.8 m DC 3'-0" .9 m DL 2'-6" .76 m M 2-7/6^ 0.0. 4ALY. PiK OR MYM (7.4 am) POST O.TY # / F7, LSI o (0.0 k94/Fn) OOL2Z514". 1/4 iTIX c..�x1.5,1-) I� PM 4.10 /// �fT. (61 k9/m) 41 2-3/4r PIDE t ALV. I- F 3.65�, FT. r 5.4 m (j') LTJ 9 OUW 2 RKM 0 * MESH, f NM FA610C G&V. #nM MAWO WOJCKM TOP NO 80TTOY NWWD o 2-3/16• x 1/4• SAYS (3 x .635 QM) 7, Fobrk sholl be fastebed to line post, lost runner, and bottom tension wires with fo&k bonds spaced opprox. 14' (0,36m) opart 8. Fobrk sholl cornfain to ASTM A-392, Class 1. 9, Subgrade preparation shall be constructed true to grade and cross section •with compaction of 90Z to a depth of 0.5' (0.15m) FILENAME: D-12REV DAM STANDARD DRAWN I: CHAIN-LINK FENCE ' 1i A N.T.S. APPROVED SHEXT NO. C" OF BAK ELD D-1 2 CALF )R NA OTY ENG94"' PUBLIC WORKS DEPARTMENT 6.1-1830 CITY RECORD No. v a� -v -a _ in cn O CO P UB O p_,_, a�i � -v c'n O U O > O.� O s=ue EO C v-1 � N� Q uj giN L) ti cn acv COi 3 V) Cp�� O vCl vL+js c oc � •«-E-0' W O U >� C c E� U -o E a� f" civ v `= +� of 1v03o�n co`_•o s o -s- U+, TU a) U 0 •Q'-0 � � Ci Q0 a 6 con �cn -2 -9 CL s-9Qaivi >a� 0 E v E ori n'n 48i a a, O�a� 00 n c v p C to o cn .0 c E y W aW "V +� dL O ��-p.�"O- O CT N -r- 2_ :E Q U N v �' U �'J U i O cvU4ovq)C- c°'�=avi°c Ilo Z U) w W res LLJ I- V Cf) Cn _J w U -I W LSI o p C v Z 41 I I- F z r U Q Z I (j') LTJ Ui -- .�-I� i 0 _� O�oc� o � 0° W z o U V) �- L.Li z O w LTJ Q z LLJ Q m W > U¢ Q 0- E=- O [� o � v m o- U 0 ¢ U U W i 0 Y M iiA 1 C r C) ce E- W O r N `•' U O� 3wQ¢� O N� U CL o o' v V � v7 3 E 0r O r Q, o (n cp CL Ck.00 CLQ wC) LLI to 00 Q.. Q.. Q m cO �p o U a DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: a 70415 0 co DRAFTED BY: CHECKED BY: DVS MJB ¢ DATE: 08-14-2018 cV ro -4- JOB NO: ----cin N � PROJECT NO: 214318001 PHASE: 3 o' 0 V2 . ORIGINAL SCALE SHOWN IS Q ONE INCH. ADJUST SCALE FOR c. REDUCED OR ENLARGED PLANS. 0 SHEET D700 0 cV 18 of 22 �' le