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6.1-1791
Know whars below. Call before you dig. WARNING NW, POWER LINES OVERHEAD BENCE , KS SEE INDIVIDUAL SITE PLANS FOR SURVEY k INFORMATION & VICINITY MAPS CITY OO F = A ; ERSFIELD DF;PARTMFNT OO F' WATFFi RFSOO UF{C�;S TCP MITIGA TI'ON PROJECT A T WELLS CBKm05, CBK�7 AND CBK-54 A' FA W M I m9f AN MO -1, T I AFA NOT TO SCALE GAP Job No.: 02143-17-001 File Path: GAWM Lyles -2143!214317001- Phase 1 COBWR TCP Mitigation\DWGISHEET File Name: G1 COVER - PUBLIC WORKS CBK 05,47,54.dwg NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWNG VALID LICENSES: NOM. - THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 811, 48 HOURS PRIOR TO EXCA VA 770N. 9/29/17 ` DATE KEVIN 9E-RRYHILIFRC.E. 70415 PROJECT ENGINEER �©QRpfESStp�,9`� No. 70415 or CAL\ 6.1-1791 CITY RECORD No. COPYRIGHT 2017 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. 11 ^F0#:1n40Vje0 0y: 11 CHIANELL09 R.C.E. 701491, EXPIRES 9-30--18 R RESOURCES MANAGER 0 12[1y 17 DATE NICOL,AS FIDLER, R.C.E 6106% EXPIRES 12-31-18 DATE PUBLIC WORKS DIRECTOR �y THEODORE D. WRIGHT, R.C.E. 33710, EXPIRES 6-30-18 DTE ASSISTANT PUBLIC WORKS DIRECTOR °' APPROVAL RECOMMENDED BY: MEADORS — WATER RESOURCES DIRECTOR TCP MlTlGATION PROJECT BAKERSFIELD, CALIFORNIA 1211#1117 DATE r-. CITY RECORD No. 2 OF 34 0 0 SHEET INDEX SHEET INDEX SHEET INDEX UM 0 :. 0 V—C 0 a C" c" o > .5"(-n — THESE DRAWINGS ::lSSUED FOR.PUBLIC I= 05 cr (n w 0 0,8.0 o T, 9 cw:2 'o W -'so W>:s 0> cf� " SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION VIM.KS: SUBMITTAL12/20/20171 NO. No. NO. =: a: cn (u o W 04', Z5 6:5 >�z 'r- GENERAL CBK54—05 PIPING SECTIONS AND DETAILS E2-028 ELECTRICAL PLAN E=:-- a-uW .0 r 00 =U:m�c o C 0 W 0,=— r_ m -0 v E Gl COVER CBK54—C6 STORM DRAIN PLAN AND PROFILE GROUP 2 WELLS: CBK-32Nis . cn . M -0 in . 0= j:� 0= u r ---i2 G2 SHEET INDEX CBK54—C7 STORM DRAIN PLAN AND PROFILE CBK32—C1 SITE PLAN > c -oor- CL cn — CmL*0 in , �E 0, 3:: 0 :2 cn CL G3 LEGEND AND ABBREVIATIONS CBK54—C8 STORM DRAIN PLAN AND PROFILE CBK32—C2 STORM DRAIN PLAN AND PROFILE d: ja_-- �5. z c 0,200 0> n o W72 r- to w C, r m -ron 7, 0 G4 NOTES E1-054 ELECTRICAL DETAILS & DIGRAMS CBK32—C3 STORM DRAIN PLAN AND PROFILE > rf E 2.-av co Q- 9 a- E o -Eto 3 Of G5 NOTES E2-054 ELECTRICAL PLAN' CBK32—C4 STORM DRAIN PLAN AND PROFILE C) CN 2 w CL >,-Cc) 0 - %- f w -.v CL (75 -0 o . 00,.(L' 70 a , a & r G6 PROCESS FLOW DIAGRAMS GROUP 1 WELLS: L207 E1-032 ELECTRICAL DETAILS & DIGRAMS OWE E 0 c w c-cn Z LLj Lui u (V B.O." 2 wbc cLcL%,,m,%_ 572724).S c" -c GROUP 1 WELLS: CBK-05 L207—C1 HORIZONTAL CONTROL PLAN E2-032 ELECTRICAL PLAN W.h. x >:tn o z Z � 4) r ; -=--= cn 0 3, 0 m 0 2 no W 6.c (L):tl- 0 W:tl- a 0 � CBK05—Cl HORIZONTAL CONTROL PLAN 1-207—C2 DEMOLITION AND EROSION CONTROL PLAN GROUP 2 WELLS: BK -35 oz= Q Lo C.'s 0)= %- cr- %- 4) %- c 1 0 a.. .10 Q. m Q-0 0 w CBK05—C2 DEMOLITION AND EROSION CONTROL PLAN 1-207—C3 SITE AND GRADING PLAN CBK35—C1 HORIZONTAL CONTROL PLAN CBK05—C3 SITE AND GRADING PLAN 1-207—C4 PIPING PLAN CBK35—C2 DEMOLITION AND EROSION CONTROL PLAN CBK05—C4 PIPING PLAN 1-207—05 PIPING SECTIONS AND DETAILS CBK35—C3 SITE AND GRADING PLAN CBK05—05 PIPING SECTIONS AND DETAILS E1-207 ELECTRICAL DETAILS & DIGRAMS CBK35—C4 PIPING PLAN CBK05—C6 STORM DRAIN PLAN AND PROFILE ELECTRICAL PLAN CBK35—05 PIPING SECTIONS AND DETAILS El -005 ELECTRICAL DETAILS & DIGRAMS GROUP 2 WELLS: CBK-08 CBK35—C6 DRAINAGE BASIN E2-005 ELECTRICAL PLAN CBK08—C1 HORIZONTAL CONTROL PLAN E1-035 ELECTRICAL DETAILS & DIGRAMS GROUP 1 WELLS: CBK-11 CBK08—C2 DEMOLITION AND EROSION CONTROL PLAN E2-035 ELECTRICAL PLAN CBK1 1 —Cl HORIZONTAL CONTROL PLAN CBK08—C3 SITE AND GRADING PLAN GROUP 2 WELLS: CBK-39 CBK1 1 —C2 DEMOLITION AND EROSION CONTROL PLAN CBK08—C4 PIPING PLAN CBK39—C1 HORIZONTAL CONTROL PLAN CBK1 1 —C3 SITE AND GRADING PLAN CBK08—05 PIPING SECTIONS AND DETAILS CBK39—C2 DEMOLITION AND EROSION CONTROL PLAN CBKll C4 PIPING PLAN CBK08—C6 PIPING SECTIONS AND DETAILS CBK39—C3 SITE AND GRADING PLAN z CBK1 1 —05 PIPING SECTIONS AND DETAILS CBK08—C7 CBK02—CBK08 INTERCONNECTION CBK39—C4 PIPING PLAN > E1-011 ELECTRICAL DETAILS & DIGRAMS CBK08—C8 CBK02—CBK08 INTERCONNECTION CBK39—05 PIPING SECTIONS AND DETAILS uj E2-011 ELECTRICAL PLAN CBK08—C9 CBK02—CBK08 INTERCONNECTION E1-039 ELECTRICAL DETAILS & DIGRAMS GROUP 1 WELLS: CBK-14 CBK08—C10 CBK02—CBK08 INTERCONNECTION E2-039 ELECTRICAL, PLAN CBK1 4—Cl HORIZONTAL CONTROL PLAN E1-008 ELECTRICAL DETAILS & DIGRAMS GROUP 2 WELLS: CBK-41 CBK1 4—C2 DEMOLITION AND EROSION CONTROL PLAN 112-008 ELECTRICAL PLAN CBK41—C1 HORIZONTAL CONTROL PLAN CBK1 4—C3 SITE AND GRADING PLAN GROUP 2 WELLS: CBK-10 CBK41—C2 DEMOLITION AND EROSION CONTROL. PLAN CBK1 4—C4 PIPING PLAN CBK1 O—Cl HORIZONTAL CONTROL PLAN CBK41—C3 SITE AND GRADING PLAN CBK1 4—05 PIPING SECTIONS AND DETAILS CBK1 O—C2 DEMOLITION AND EROSION CONTROL PLAN CBK41—C4 PIPING PLAN CBK 14— C6 STORM DRAIN PLAN AND PROFILE CBK1 O—C3 SITE AND GRADING PLAN CBK41—05 PIPING SECTIONS AND DETAILS CBK14—C7 KEY PLAN CBK1 O—C4 PIPING PLAN E1-041 ELECTRICAL DETAILS & DIGRAMS R CBK1 4—C8 CBK-14 — CBK-16 INTERCONNECTION CBK1 O—05 PIPING SECTIONS AND DETAILS E2-041 ELECTRICAL PLAN CBK14—C9 CBK-14 — CBK-16 INTERCONNECTION E1-010 ELECTRICAL DETAILS & DIGRAMS GROUP 2 WELLS: CBK-46 CBK1 4—Cl 0 CBK-14 — CBK-16 INTERCONNECTION E2-010 ELECTRICAL PLAN CBK46—C1 HORIZONTAL CONTROL PLAN CBK1 4—Cl 1 CBK-14 — CBK-16 INTERCONNECTION GROUP 2 WELLS: CBK-13 CBK46—C2 DEMOLITION AND EROSION CONTROL PLAN CBK1 4—Cl 2 CBK-14 — CBK-16 INTERCONNECTION CBK1 3—Cl KEY PLAN CBK46—C3 SITE AND GRADING PLAN cn CBK14—C13 CBK-14 — CBK-16 INTERCONNECTION CBK1 3—C2 HORIZONTAL CONTROL PLAN CBK46—C4 PIPING PLAN Am CBK14—C14 CBK-14 — CBK-16 INTERCONNECTION CBK1 3—C3 PARKING LOT HORIZONTAL CONTROL PLAN CBK46—05 PIPING SECTIONS AND DETAILS CBK1 4—Cl 5 CBK-14 — CBK-16 INTERCONNECTION CBK1 3—C4 DEMOLITION AND EROSION CONTROL PLAN E1-046 ELECTRICAL DETAILS & DIGRAMS E1-014 ELECTRICAL DETAILS & DIGRAMS CBK1 3—05 PARKING LOT DEMOLITION AND EROSION CONTROL TROL E2-046 ELECTRICAL PLAN E1-016 ELECTRICAL DETAILS & DIGRAMS PLAN GROUP 2 WELLS: CBK-55 E2-014 ELECTRICAL PLAN CBK1 3—C6 SITE AND GRADING PLAN CBK55—C1 HORIZONTAL CONTROL PLAN E2-016 ELECTRICAL PLAN CBK1 3—C7 BASIN GRADING PLAN CBK55—C2 DEMOLITION AND EROSION CONTROL PLAN V) GROUP 1 WELLS: CBK-21 CBK1 3—C8 PARKING LOT SITE AND GRADING PLAN CBK55—C3 SITE AND GRADING PLAN CBK21—C1 HORIZONTAL CONTROL PLAN CBK1 3—C9 PIPING PLAN CBK55—C4 PIPING PLAN p r Ld CBK21—C2 DEMOLITION AND EROSION CONTROL PLAN CBK1 3—Cl 0 PIPING SECTIONS AND DETAILS CBK55—05 PIPING SECTIONS AND DETAILS 71U) x CBK21—C3 SITE AND GRADING PLAN E1-013 ELECTRICAL DETAILS & DIGRAMS E1-055 ELECTRICAL DETAILS & DIGRAMSof 0 Ljj LLJ CBK21—C4 PIPING PLAN E2-013 ELECTRICAL PLAN E2-055 ELECTRICAL PLAN < w ry > 0 Z CBK21—05 PIPING SECTIONS AND DETAILS GROUP 2 WELLS: CBK-19 GROUP 2 WELLS:, L201 < < E1-021 ELECTRICAL DETAILS & DIGRAMS CBK1 9—Cl HORIZONTAL CONTROL PLAN L201—C1 HORIZONTAL CONTROL PLAN cn (n 112-021 ELECTRICAL PLAN CBK19—C2 DEMOLITION AND EROSION CONTROL PLAN L201—C2 DEMOLITION AND EROSION CONTROL PLAN I I IV, Lli LTJ GROUP 1 WELLS: CBK-33 CBK1 9—C3 SITE AND GRADING PLAN L201 —C3 SITE AND GRADING PLAN n 0 0 0 77 CBK33—C1 HORIZONTAL CONTROL PLAN CBK1 9—C4 PIPING PLAN L201 —C4 PIPING PLAN 17-- V) CBK33—C2 DEMOLITION AND EROSION CONTROL PLAN CBK1 9—05 PIPING SECTIONS AND DETAILS L201—05 PIPING SECTION AND DETAIL I CBK33—C3 SITE AND GRADING PLAN E1-019 ELECTRICAL DETAILS & DIGRAMS L201—C6 STORM DRAIN PLAN AND PROFILE m Z) CBK33—C4 PIPING PLAN E2-019 ELECTRICAL PLAN 1-201—C7 STORM DRAIN PLAN AND PROFILE n CBK33—05 PIPING SECTIONS AND DETAILS GROUP 2 WELLS: CBK-23 E1-201 ELECTRICAL DETAILS & DIGRAMS CBK33—C6 STORM DRAIN PLAN AND PROFILE CBK23—C1 HORIZONTAL CONTROL PLAN E2-201 ELECTRICAL PLAN CBK23—C2 DEMOLITION AND EROSION CONTROL PLAN CBK33—C7 'STORM DRAIN PLAN AND PROFILE GROUP 2 WELLS: L205 E1-033 ELECTRICAL DETAILS & DIGRAMS CBK23—C3 SITE AND GRADING PLAN L205—C1 HORIZONTAL CONTROL PLAN E2-033 ELECTRICAL PLAN CBK23—C4 PIPING PLAN L205—C ' 2 DEMOLITION AND EROSION CONTROL PLAN se GROUP 1 WELLS: CBK-43 CBK23—05 PIPING SECTIONS AND DETAILS L205_ C3 SITE AND GRADING PLANCN ^ Q ro o c 0 Lo CBK23—C6 STORM DRAIN PLAN AND PROFILE cn I to CBK43—C1 HORIZONTAL CONTROL PLAN L205—C4 PIPING PLAN o W — 0 5 5 -(P., CBK43—C2 DEMOLITION AND EROSION CONTROL PLAN CBK23—C7 STORM DRAIN PLAN AND PROFILE L205—05 PIPING SECTIONS AND DETAILS < E .0 VI.Z:: Z; o Q' CBK43—C3 SITE AND GRADING PLAN E1-023 ELECTRICAL DETAILS & DIGRAMS E1-205 ELECTRICAL DETAILS & DIGRAMS ' 7 u -j tc-' 'D umi :i E2-023 ELECTRICAL PLAN CBK43—C4 PIPING PLAN E2-205 ELECTRICAL PLAN > III":: CBK43—05 PIPING SECTIONS AND DETAILS GROUP 2 WELLS: CBK-26 DETAILS :�118 wA Q El —043 ELECTRICAL DETAILS & DIGRAMS CBK26—Cl HORIZONTAL CONTROL PLAN Dl GAC VESSELS (n C)o� Ce CLQ u 00 E2-043 ELECTRICAL PLAN CBK26—C2 DEMOLITION AND EROSION CONTROL PLAN C. CL Z M D2 BACKWASH TANK THESE DRAWNGS, ISSUM!:'FOR -�PUOUC CBK26—C3 SITE AND GRADING PLAN D3 MISC DETAILS THESE: DRAWINGS :ISSUED :.: FOR PUBLIC' GROUP 1 WELLS: CBK-47 '.2/o/ HORIZONTAL CONTROL PLAN CBK26—C4 PIPING PLANWORKS18U8MITTALA D4 MISC DETAILS WORKS SUBMITTAL 12/20/2O fCBK47—Cl DESIGN ENGINEER: KEVIN BERRYHILL CBK47—C2 DEMOLITION AND EROSION CONTROL PLAN CBK26—05 PIPING SECTIONS AND DETAILS D5 MISC DETAILS LICENSE NO: CBK47—C3 SITE AND GRADING PLAN CBK26—C6 STORM DRAIN PLAN AND PROFILE D6 COB WATER DETAILS 70415 CBK47—C4 PIPING PLAN E1-026 ELECTRICAL DETAILS & DIGRAMS D7 COB SEWER DETAILS DRAFTED BY7ECKED LJF By. MJB CBK47—05 PIPING SECTIONS AND DETAILS E2-026 ELECTRICAL PLAN D8 COB DRAINAGE DETAILS DATE: 12/20/17 E1-047 ELECTRICAL DETAILS & DIGRAMS GROUP 2 WELLS: CBK-28 D9 COB STREET DETAILS JOB NO: ---- E2-047 ELECTRICAL PLAN CBK28—C1 HORIZONTAL CONTROL PLAN D10 COB LANDSCAPE DETAILS PROJECT NO: 214317001 CBK28—C2 DEMOLITION AND EROSION CONTROL PLAN GROUP 1 WELLS: CBK-54 D11 MISC DETAILS PHASE: CBK54—Cl HORIZONTAL CONTROL PLAN CBK28—C3 SITE AND GRADING PLAN D12 MISC DETAILS 0 CBK54—C2 DEMOLTION AND EROSION CONTROL PLAN I CBK28—C4 PIPING PLAN D13 MISC DETAILS . ORIGINAL SCALE SHOWN IS CBK54—C3 SITE AND GRADING PLAN CBK28—05 PIPING SECTIONS AND DETAILS E-0 ELECTRICAL DETAILS ONE INCH. ADJUST SCALE FOR CBK54—C4 PIPING PLAN CBK28—C6 STORM DRAIN PLAN AND PROFILE 6.1-17 91 REDUCED OR ENLARGED PLANS, SHEET I E1-028 ELECTRICAL DETAILS & DIGRAMS G2 CITY RECORD No. 2 OF 34 .EY_IA110NS UN.EDTES AB AGGREGATE BASE HDR HEADER (T) THREADED LINETYPE DESCRIP11ON AC ASPHALT CONCRETE HDW HEADWALL T THREAD EXISTING NEW ACP ASBESTOS -CEMENT PIPE HGL HYDRAULIC GRADE LINE T&B TOP & BOTTOM WATER LEVEL AD ALUMINUM DISK HORIZ HORIZONTAL TB TOP OF BANK AGG AGGREGATE HP HINGE POINT, HIGH POINT, HORSEPOWER TBM TEMPORARY BENCHMARK BARRICADE AH AHEAD HP GAS HIGH PRESSURE GAS TC TOP OF CURB CONTOUR (DEPRESSION) ALT ALTERNATE HPS HIGH PRESSURE SWITCH TCE TEMPORARY CONSTRUCTION EASEMENT AP ANGLE POINT HR HANDRAIL TDI TENSILE DUCTILE IRON »»»..............». »...»....».».»..»..123 v... » »..»»»..». »»»»».......»».. 123 CONTOUR (MAJOR) APPROX APPROXIMATE H/T HUB & TACK TELE TELEPHONE »....»». »....»».....»...». »»........ CONTOUR (MINOR) APN ASSESSOR'S PARCEL NUMBER HWL HIGH WATER LEVEL TF TOP OF FOOTING ARV AIR RELIEF VALVE HYDRO HYDROPNEUMATIC TFC TOP FACE OF CURB ". . . ."""""". - -" - - ___-' """"" EMBANKMENT TOE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ID INSIDE DIAMETER TG TOP OF GRATE »»..». ..»......... . »».....- v .».....».» - .»...»..». ».».» EMBANKMENT TOP AV AIR VENT IN INCH TH THREAD - - FENCE (BLOCK WALL) AVE AVENUE INV INVERT TL TOP OF LINING - - - - - - - - - - - - - AWWA AMERICAN WATER WORKS ASSOCIATION IP IRON PIPE TOE TOE OF SLOPE FENCE (CHAIN LINK) BAR BARRIER IRR IRRIGATION TOP TOP OF SLOPE FENCE (WOOD) BC BEGIN CURVE JP JUNCTION POLE TP TOP OF PIPE VALVE BD BRASS DISK LBS POUNDS TP TELEPHONE POLE x x x x FENCE (WIRE) BFP BACKFLOW PREVENTER LC LENGTH OF CURVE TR TELEPHONE RISER BFV BLOCK FLOW VALVE LCW LONG CRESTED WEIR TRR TELCO RISER SF ,SFFENCE (SILT) BK BACK LF LINEAR FEET TRANS TRANSFORMER BLDG BUILDING LG LONG TRFC TRAFFIC GATE SWING BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE GRADE BREAK BO BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE o GUARDRAIL BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOX BVC BEGIN VERTICAL CURVATURE MB MAILBOX (TYP) TYPICAL RAILROAD BW BACK OF WALK MCC MOTOR CONTROL CENTER TWL TOP OF WALL - - - RETAINING WALL ------------ BWL BACK OF WALL MFR MANUFACTURER UG UNDERGROUND BWR BARB WIRE MH MANHOLE UP UTILITY POLE . . . SWALE CENTERLINE C, CONC CONCRETE MIN MINIMUM UT UTILITY SWALE W/FLOW ARROWS CA CALIFORNIA MISC MISCELLANEOUS U/S UPSTREAM CAB CABINET MJ MECHANICAL JOINT VCP VERIFIED CLAY PIPE - - - WATER (LAKE/POND) CB CATCH BASIN MN MAG NAIL VERT VERTICAL WATER (MARSH/SWAMP) CBL CABLE MP MEDIUM PRESSURE GAS LINE VG VALLEY GUTTER w»» XX" C/C CFS CUBIC FEET PER SECOND MPT MALE PIPE THREAD VLT VAULT C/c COMPUTER/COMM. (BURIED) CHK CHECK MRKR MARKER VLV VALVE E XXELEC (AERIAL) ELECTRIC (AERIAL) CHLK CHAIN LINK MS MILD STEEL (W) WEST XX" ELEC (BURIED) CI CAST IRON (N) NORTH W WATER E(P) E(P) ELECTRIC (BURIED) CIF CAST IRON PIPE NAVD NORTH AMERICAN VERTICAL DATUMWL WATER LINE Fo XX FO FIBER-OPTIC CIPCP CAST -IN-PLACE CONCRETE PIPE NC NORMALLY CONSOLIDATED WM WATER METER XX" GAS CL CLASS NG NATURAL GROUND WS WATER SERVICE (P) (P) GAS CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WV WATER VALVE IRR XX" IRR IRRIGATION CENTERLINE NIC NOT IN CONTRACT WW WASTE WATER XX" OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREADW/ WITH XX" SS OIL CLR CLEAR, CLEARANCE NTS NOT TO SCALE W/0 WITHOUT ss(P). ss(P) SANITARY SEWER CMLC CEMENT MORTAR LINED & COATED OC ON CENTER XX " FM CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER FM SANITARY SEWER FORCE MAIN " CN CONCRETE NAIL OH OVERHEAD XX — — — — — — — — — — — — — — — SANITARY SEWER LATERAL CNS COMPACTED NATIVE SOIL OP OPERATING XX" SI CO SEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION S ISIGNAL INTERCONNECT (BURIED) CONT CONTINUOUS OT OVERHANG TOP XX" STEAM STEAM CONST CONSTRUCT/CONSTRUCTION 0&M OPERATIONS & MAINTENANCE COR CORNER (P) PROPOSED »....»»...».»...»..».». t ::»...».».»....»..»».»»».... »......»..........».»..... XX" SD STORM DRAINAGE CORP CORPORATION PB PULL BOX j T XX" TELE (AERIAL) TELEPHONEAERIAL XX" TELE (BURIED) TELEPHONE( ) COL COLUMN PC POINT OF CURVATURE COUP COUPLING PCC POINT OF COMPOUND CURVATURE)') TELEPHONE (BURIED) CP CONTROL POINT PCC PORTLAND CEMENT CONCRETE Tv XX » TV (AERIAL) TELEVISION (AERIAL LINE) CR CROWN PE PERMANENT EASEMENT XX TV (BURIED) CU CUBIC PER PERIMETER TV XX" W TELEVISION (BURIED LINE) CY CUBIC YARDS PI POINT OF INTERSECTION W(P) W(P) W(P) WATER DA DRIVE. APPROACH PIP PLASTIC IRRIGATION PIPE DEC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER - - CENTERLINE DEMO DEMOLISH/DEMOLITION R PROPERTY LINE - - - - - - - - - - - - - - - EASEMENT DI DROP INLET PNL PANEL DIAMETER POC POINT ON CURVE ------------------- ------------------- MEANDER LINE DIA, DIM DIMENSION POL POINT ON LINE - - - - PROPERTY LINE DIP DUCTILE IRON PIPE POT POINT ON TANGENT D/S DOWNSTREAM PP POWER POLE - - - - - - RESERVATION/PARK/FOREST DW DRIVEWAY PRC POINT OF REVERSE CURVATURE - - - - - - - -- - . RIGHT-OF-WAY DWG DRAWING PRV PRESSURE REDUCING VALVE RELINQUISH ACCESS LINE (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH - - - SECTION LINE EC END CURVE PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE — -- -" —' STATE/COUNTY/CORPORATE LIMIT EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE REVISION CLOUD EG EXISTING GRADE PVMT PAVEMENT A A A A SAWCUT LINE EL, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE ELC EPDXY LINED & COATED PVI POINT OF VERTICAL INTERSECTION .................................... INTERIOR LOT LINES ELEC ELECTRIC R RADIUS ELL ELBOW RBR REBAR EM ELECTRIC METER RC RADIUS OF CURVE HATCHES EOL END OF LINE RCP REINFORCED CONCRETE PIPE HATCH TYPE DESCRIPTION EP EDGE OF PAVEMENT RD RELATIVE DENSITY EXISTING NEW EPB ELECTRIC PULL BOX RD ROAD EQUIV EQUIVALENT RE REFERENCE .::,:,;::;:.. •, ,,. ESMT EASEMENT REQD REQUIRED AGGREGATE EUC EUCALYPTUS RET RETURN ..r.,.., EVC END VERTICAL CURVE REV REVISION EW EACH WAY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE EXP EXPOSE RGS RIGID GALVANIZED STEEL D AC PAVEMENT FRP RADIUS POINT () FUTURE F&I FURNISH & INSTALL RR RAILROAD FD FOUND RT RIGHT a. ' . RTU REMOTE TERMINAL UNIT ` " `s CONCRETE PAVING FDC FIRE DEPARTMENT CONNECTION :fir:.°v:e. •A FF FINISHED FLOOR R/W RIGHT OF WAY a FG FINISHED GRADE (S) SOUTH, SOLVENT WELD FH FIRE HYDRANT S SLIP CONCRETE LINING (PLAN VIEW) FL FLOW LINE S= SLOPE FLG FLANGE SCH SCHEDULE FLGD FLANGED SCP STANDARD CONCRETE PIPE FM FORCE MAIN SD STORM DRAIN EARTH FNC FENCE SDMH STORM DRAIN MANHOLE FRP FIBER REINFORCED POLYESTER PIPE SEC SECTION FS FINISH SURFACE SERV SERVICE FT FOOT/FEET SF SQUARE FEET '`'" r:» FW FRONT OF W SP SERVICE POLE -" >;+..f� RIP RAF' ALK FWL FACE OF WALL SPEC SPECIFICATION GA GAUGE SPNDL SPINDLE GALGALLON SQ SQUARE SAND GALV GALVANIZED SS SANITARY SEWER GB GRADE BREAK SS OR STS STAINLESS STEEL O HWL- XXX.XX GM GAS METER SSMH SANITARY SEWER MANHOLE GRATING STA STATION . GPM GALLONS PER MINUTE STD STANDARD GRVL GRAVEL .................... STL STEEL :•• - �- (E) .XX XXX.XX �- XX XXX.XX GS GAS 1, l STP STAND PIPE 'f f ' f' EXPANDED METAL GSV GAS VALVE .,;:::,::; GUY GUY WIRE STRC STRUCTURE GVGATE VALVE STRP STRIPING .. HD HEAD SWL SWALE HDPE HIGH DENSITY POLYETHYLENE STWL STILLING WELL HIGH WATER LINE SPOT ELEVATION SECTION VIEW SYMBOL DESCRIPTION EXISTING NEW O O ELECTRIC METER a Q PAD MOUNTED TRANSFORMER ED �E ELECTRIC VAULT CoD UTILITY POLE UTILITY POLE ANCHOR Q Q ELECTRIC MANHOLE po p GAS METER rD ISI GAS VALVE CCS SANITARY SEWER CLEAN OUT Q ® OR SANITARY SEWER MANHOLE ® SSMH (ECCENTRIC CONE) 0 ■ STORM DRAIN CATCH BASIN STORM DRAIN INLET �--- STORM DRAIN CULVERT D@ STORM DRAIN MANHOLE MAIL BOX -�- SIGN X YARD LIGHT • GUARD POST O O CONTROL POINT + + BENCH MARK 0 . IRON PIPE •Q 0 MONUMENT ® MONUMENT (OPTIONAL) OWNERSHIP TIE N0. N0. LOT NUMBER 0 ■ TELEPHONE RISER OT TELEPHONE VAULT 2 -NOZZLE HYDRANT -6- -i- 3 -NOZZLE HYDRANT FD FD FIRE DEPT. CONNECTION m F7F FIRE VAULT ® ® WATER METER ® ® WELL ® WATER VALVE 1 BLOW -OFF AIR RELIEF VALVE ®F ®F BACK FLOW PREVENTOR ® GATE VALVE HANDLE ® STILLING WELL • FENCE POST FENCE GATE ®--*o STREET LIGHT O IRRIGATION CONTROL VALVE O TREE E PINE TREE WATER FAUCET REVISION O CONSTRUCTION CALLOUT DETAIL NUMBER SHT SHEET NUMBER DETAIL CALLOUT -�- LINE BREAK PIPE END (SCHEMATIC) PIPE END EMBANKMENT ARROW i 6.1-1791 CITY RECORD No. FE7, •o - c c oQ >+•c �3 4- o v' C' o+ 0.V , •o. ,O t].� ►� _ O 0 c.O�Vf O NWQ00(D0 Nt'O O,4? QW•L o CL 0 «r 0 0 "' O N C71 (u U1 L 0 O � � 3 42 Q,O-Q� oa a'w� ~ c O:5 .2 c ., o...'o O 0.3 a�woo��;0aoi�cnE 05 > Co L ,� as �oc2-o3or'a'Eaci ►-mss o -c �,v o- p Q '-Q o i [i ci$t ai O 2: Loo. 3 CL o n o v aZ�cnQ,a.'w-0c0..,.=00vi ._. > p cu c.c.o al0= r 0 of noocn o.o Eo� %- - (D_ 220-, L N q) 0 ►-Z o �•� cw Naw coa' c=9W o CC IL r- 1.0-C-0wo 0 c o+ aw o o >, (o L�-= o� � mcoo3cio"•u000 0z� � := o 0s L 2lw•L aoi Q c v w E- 5 o a.E .o a o- a..0 c) au z 0 wl 3 of 34 3 0 J U z 1 z 0 Q w m m Q 0 z Q 0 z W 0 W J i W W i i 0 a a U L 3 0 aD N QL Q s I 0 0 lot CN M N i i m a _N CN0 0 N Ic C) Z 0 o <C Z w > _O L� W 0 }_j - � Q m I- <t w Q Ll - w Q CL Z U 0 Z LJJ 0 W s� o MN07t04W�>Ucn- Ism'M s 03�•�•.) "M `w3^/ s tolC)a: ^E — ce me u C) La � � a CL CL Q m to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: LJF MJB . DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 1n ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G 3 3 of 34 3 0 J U z 1 z 0 Q w m m Q 0 z Q 0 z W 0 W J i W W i i 0 a a U L 3 0 aD N QL Q s I 0 0 lot CN M N i i m a _N CN0 0 N Ic CON CRETE N OTES 1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (WATER: CEMENT RATIO SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL NOT EXCEED 4 INCHES f1 INCH). THE CONCRETE SHALL BE PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER IS INTRODUCED. TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: PAVING, SLABS, AND SIDEWALKS 3,000 PSI STRUCTURAL FOOTINGS 4,000 PSI ALL OTHER STRUCTURAL CONCRETE 4,000 PSI 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION). 3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94. 4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. 5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS SHOWN ON STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S DRAWNIGS FOR ANCHORING DEVICES. 6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE PROTECTED BY SPRAYING WITH AN APPROVED CURING COMPOUND. ALL SURFACES SHALL BE KEPT MOIST UNTIL THE COMPOUND IS APPLIED. 7. CONTROL JOINTS SHALL BE PLACED NO GREATER THAN 20 FEET APART IN BOTH DIRECTIONS WITHIN 8 HOURS OF THE CONCRETE PLACEMENT ON ALL CONCRETE SLABS. PROVIDE CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES. 8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF WATER TO PREVENT PONDING. 9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. 10. ALL SLABS SHALL HAVE A TOWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO. GENERAL NOTES 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITIONS. 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 3. DIMENSIONS NOTED WITH AN ASTERISK "*" ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 4. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK OR FABRICATION. IF ANY CONDITION EXISTS THAT IS NOT AS SHOWN ON THE DRAWINGS THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DRAWINGS. 6. THE CONTRACTOR WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, THE ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGE ARISING OR ALLEGED TO ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, ENGINEER, HIS CONSULTANTS, AND EACH OF THEIR OFFICERS, EMPLOYEES AND AGENTS. 7. ALL WORK SHALL BE PERFORMED BY LICENSED CONTRACTOR(S) USING MATERIALS AND METHODS IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE 2016 CALIFORNIA BUILDING CODE (CBC), LOCAL CODES AND ORDINANCES. REPORT ALL DISCREPANCIES TO THE DESIGNER IMMEDIATELY. 8. ANY CHANGES TO THE APPROVED SET OF PLANS WITHOUT NOTIFYING THE ENGINEER PRIOR TO SUCH CHANGES ABSOLVES SAID ENGINEER FROM ANY AND ALL RESPONSIBILITY WITH RESPECT TO THE LIABILITY, DAMAGE OR EXTRA WORK RESULTING FROM SAID CHANGES. 9. BUILDING PERMITS MUST BE OBTAINED BEFORE STARTING CONSTRUCTION. 10. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIREMENTS OF OSHA AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. 11. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 12. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER OR FIELD REPRESENTATIVES DURING CONSTRUC11ON SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATIONS CONTAINED IN THE SITE-SPECIFIC GEOTECHNICAL INVESTIGATION REPORTS:' .... ... PREPARED BY SOILS ENGINEERING INC. IN 2017. FOR _ CONVENIENCE,. ;KEY GEOTECHNICAL REPORT RECOMMENDATIONS HAVE BEEN SUMMARIZED IN THE FOLLOWING ` TABLE. CATEGORY1. RISK OF 2. WIND LOAD: SIZE WIND IMPORTANCE FACTOR Iw _ ULTIMATE DESIGN WIND SPEED 115 MPH EXPOSURE #6 - #18 BAR utility #5 BAR, W31 OR D31 WIRE, AND SMALLER COMPONENTS & CLADDING as W J `rC N DESIGN WIND PRESSURE #14& #18 BARS ROOF #11 BAR & SMALLER WALL �A C0 M `w 3. SEISMIC LOAD: utility SPECTRAL RESPONSE ACCELERATION Ss 1.174g Stripping 0.438g Structure 0.806g SPECTRAL RESPONSE COEFFICIENT SDII Utility Compaction 1.5; 1.0 FOR BACKWASH TANK SITE CLASS D SEISMIC DESIGN CATEGORY Structure SEISMIC FORCE RESISTING SYSTEM Pavement Pavement VARIES SEISMIC RESPONSE COEFFICIENT C$ Compaction Well Site Compaction - do not ELF Overex PHASE: Compaction from Haunch 0 1" ORIGINAL SCALE SHOWN IS Overex ONE INCH. ADJUST SCALE FOR Excavation Excav Extent SHEET G4 Remainder to reuse Extents Up to Haunch to 2'6" above Pipe FG USE THESE FOR ALL SITES EXCEPT THOSE 2' plus 12" LISTED scarified and 12" scarify and BELOW 90% 1" recompacted 5' beyond compact 2' beyond 90% 90% 90% 6' plus 12" scarified and 12" scarify and CBK-13 90% 1" recompacted 15' beyond compact 2' beyond 90% 90% 90% 6'plus12" scarified and 12" scarify and CBK-35 90% 1" recompacted 15beyond compact 2' beyond 90% 90% 90% 1'plus12" scarified and 12" scarify and CBK-39 90% 1" recompacted 5' beyond compact 2' beyond 90% 90% 90% 1' plus 12" scarified and 12" scarify and CBK-55 90% 1" recompacted 5' beyond compact 2' beyond 90% 90% 90% CATEGORY1. RISK OF 2. WIND LOAD: SIZE WIND IMPORTANCE FACTOR Iw _ ULTIMATE DESIGN WIND SPEED 115 MPH EXPOSURE #6 - #18 BAR INTERNAL PRESSURE COEFFICIENT #5 BAR, W31 OR D31 WIRE, AND SMALLER COMPONENTS & CLADDING as W J `rC N DESIGN WIND PRESSURE #14& #18 BARS ROOF #11 BAR & SMALLER WALL �A C0 M `w 3. SEISMIC LOAD: Ljj SPECTRAL RESPONSE ACCELERATION Ss 1.174g SPECTRAL RESPONSE ACCELERATION S, 0.438g SPECTRAL RESPONSE COEFFICIENTS SDS 0.806g SPECTRAL RESPONSE COEFFICIENT SDII 0.456g SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SITE CLASS D SEISMIC DESIGN CATEGORY D SEISMIC FORCE RESISTING SYSTEM VARIES DESIGN BASE SHEAR VARIES SEISMIC RESPONSE COEFFICIENT C$ VARIES RESPONSE MODIFICATION FACTOR R VARIES ANALYSIS PROCEDURE ELF 4. WATER LOAD: DESIGN HIGH WATER LEVEL N/A 5. EARTH LOADS: ACTIVE EFP 25-30 AT -REST EFP 36-40 PASSIVE EFP 340-420 SOIL AND FOUNDATION NOTES 1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE INTO PROPERLY COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL CONDITIONS, THE OWNER MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE FOUNDATION PLAN MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER. 2. FOUNDATION WORK TO BE DONE PER 2013 CBC, CHAPTER 18. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFED AS "SILTY SAND". 4. ENGINEERING DESIGN OF FOUNDA11ON IS BASED ON: GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16202 DATE WHEN GEOTECHNICAL REPORT WAS PREPARED: 9/7/17-9/29/17 NAME OF GEOTECHNICAL ENGINEERING COMPANY: SOILS ENGINEERING, INC. PHONE NUMBER OF GEOTECHNICAL ENGINEER: 661-831-5100 5. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2000-3000 PSF FOR DEAD ' AND LIVE LOADS AND 2666-4000 PSF FOR WIND AND SEISMIC LOAD COMBINATIONS b) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.36-0.50; SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER THAN THE M1141MUM REQUIREMENTS SHOWN ABOVE, N011FY THE ENGINEER OF RECORD IMMEDIATELY. 6. N011FY THE GEOTECHNICAL ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOLINDA11ON 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. 1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED. 2. HOOK BARS AT OPENINGS. 3. TERMINATE ALL BARS IN LAPS OR 90' BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER. SUMBIT AN ICC REPORT FOR COUPLERS. 5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE SECTION UNLESS NOTED OTHERWISE. 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE REINFORCEMENT COVER SIZE I COVER (IN) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL SIZES 3 C.4 � LL. w CONCRETE EXPOSED TO EARTH OR WEATHER #6 - #18 BAR 2 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 as W J `rC N 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 EREC11ON SHALL BE IN ACCORDANCE WITH THE 13th EDITION OF THE AISC MANUAL AND THE LATEST EDITION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL BUILDING IS STRUCTURALLY STABLE WHEN ALL ASPECTS OF THE DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL DETERMINE WHEN AND WHERE TEMPORARY BRACING IS NEEDED. 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. 6.1-1791 CITY RECORD No. c .D Q, c,, � .a �, o a Ad -c, •,. c�.�c o c� n c w o 3 o Loa 0s0_a L. ��CwNmQ,daiW� O 2, r-0 o�>,oE•a R_.0 3 W�C0N00s(n >� �E.oz�! ci« �E200io=C.,,=o. CL 0 oVO��r-'���uNivi t! 00- .2 (7, o0 •�a75Ro L a+ CL oLo»r >,o •.-mv p t7aa.OQ1a_ Na(D -" a. y No 0NQ E ap 2'2 ' � •0 � 'C .c c C n,Qo3�.•�:3o (D CcOcu._0n,._oo..- (5 0'a -0 �a M :CCL.00 not al z 0 V) w rY 61 z W O Z SO , � C) 0 e ro (C:,:) E,) @ Z O C.4 � LL. w LL �_, V) E 0 �Uja_�� as W J `rC N 0 F- Lil > -� ry � Q m J Q w Z �A C0 M `w O Ljj I.y V.f.. co to CL CL Q IU- DESIGN ENGINEER: KEVIN BERRYHILL E5 LICENSE NO: W O Z 4 of 34 0 3 0 J U z 3 vi W 0 z i W W i i 0 E a. V i 0 v a 0 0 M N / N N 0 s, E 3 a N Ui 0 N O N N SO , � C) e ro (C:,:) E,) @ C.4 � LL. w V) E 0 �Uja_�� as W J `rC N ^�' o��U_a C , CI 3 V NC:�' �_ Q� •o id a 3 �A C0 M `w Leu 00 Y `. I.y V.f.. co to CL CL Q DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: AGJ M JB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G4 4 of 34 0 3 0 J U z 3 vi W 0 z i W W i i 0 E a. V i 0 v a 0 0 M N / N N 0 s, E 3 a N Ui 0 N O N N 2. 3. a THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL, BACKFILLING PROCEDURES AND SOIL COMPACTION TESTS. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH CBC 2016, SECTION 1704. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE. SPECIAL INSPECTION IN ACCORDANCE WITH CBC 2016 SECTIONS 1704 & 1705, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPEC11ON AND TESTING SCHEDULE ON THIS SHEET. ALL SPECIAL INSPEC11ONS REQUIRED MUST BE BY APPROVED INDEPENDENT INSPECTORS WHO SHALL BE RETAINED BY THE OWNER. INSPECTORS SHALL SUBMIT THEIR REPORTS DIRECTLY TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THESE INSPECTORS ARE IN ADDITION TO ANY REQUIRED OWNER INSPECTIONS. CONTRACTOR SHALL COORDINATE INSPEC11ONS AND ALLOW ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM REQUIRED INSPECTIONS. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (CBC TABLE 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. INSPECTION OF REINFORCING STEEL, RISC 360 TO AWS SPECIFICATION IN THE APPROVED (D ACI 318, 5.5, INCLUDING PRESTRESSING TENDONS AND SECTION A3.3, X N 3 L O �3 7.1-7.7 PLACEMENT AND r) CL CBC 1910.4 3. INSPEC11ON OF ANCHORS CAST IN APPLICABLE LICENSE NO: PROPER DEPTH AND HAVE REACHED ACI 318, 8.1.3, CONCRETE WHERE ALLOWABLE LOADS HAVE AWS A5 X PROPER MATERIAL 21.2.8 BEEN INCREASED OR WHERE STRENGTH DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF 3. PERFORM CLASSIFICATION AND TESTING CBC 1908.5, DESIGN IS USED OF COMPACTED FILL MATERIALS COMPLIANCE REQUIRED ORIGINAL SCALE SHOWN IS 1909.1 4. INSPECTION OF ANCHORS 4. VERIFY USE OF PROPER MATERIALS,, SHEET G 5 ACI 318, POST -INSTALLED IN HARDENED CONCRETE X 3.8.6, 8.1.5, MEMBERS 5. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 21.2.8 SPECIAL AWS D1.1 CBC 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX FILL, OBSERVE SUBGRADE AND VERIFY CBC 1704.3.1 ACI 318, CH.49 THAT SITE HAS BEEN PREPARED PROPERLY 3.2-5.4 X X CBC 1904.2, WHERE 1910.2, FABRICATION IS 1910..3 6. AT THE TIME FRESH CONCRETE IS PERFORMED ON ASTM C172 SAMPLED TO FABRICATE SPECIMENS FOR ASTM C81 STRENGTH TESTS, PERFORM SLUMP AND X 3) SINGLE -PASS FILLET WELDS > 5/16" X ASI 318, 5.6, AIR CONTENT TESTS, AND DETERMINE THE X 5.8 TEMPERATURE OF THE CONCRETE APPROVED IN ACCORDANCE WITH CBC 5) SINGLE -PASS FILLET WELDS <= 5/16 CBC 1910.10 7. INSPECTION OF CONCRETE AND 6) FLOOR AND ROOF DECK WELDS X ACI 318, 5.9, SHOTCRETE PLACEMENT FOR PROPER SECTION 1704.2 5.10 APPLICATION TECHNIQUES 1) VERIFICATION OF WELDABILITY OF CBC 1705.3.4, AWS D1.4 X 1705.5.5, ACI 318, A706 X 1705.5.6, SEC11ON 3.5.2 1910.6, 1910.71 CBC 1704.3.1 1910.8 8. INSPECTION FOR MAINTENANCE OF ACI 318, SPECIFIED CURING TEMPERATURE AND 2) REINFORCING STEEL RESISTING X 5.11-5.13 TECHNIQUES THE PREMISES OF CBC 1910.9 12. INSPECT FORMWORK FOR SHAPE, A FABRICATOR ACI 318, 6.11 LOCATION AND DIMENSIONS OF THE X SPECIAL STRUCTURAL WALLS OF CONCRETE CONCRETE MEMBER BEING FORMED APPROVED IN AND SHEAR REINFORCEMENT 13. MATERIAL VERIFICATION OF ACCORDANCE WITH CBC SECTION 1704.2 MANUFACTURER CBC 1705.12.1 REINFORCEMENT STEEL 4) OTHER REINFORCING STEEL SHALL PROVIDE X 7. SPRAYED FIRE-RESISTANT MATERIALS X MILL TEST CBC 1704.12 8. MASTIC AND INTUMESCENT X REPORTS -SEE CBC 1704.13 FIRE-RESISTANT COATINGS CBC FOR AWS 12-8 EXCEPTIONS REQUIRED VERIFICATION AND INSPEC11ON OF SOILS (CBC TABLE 1705.6) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 1. VERIFY MATERIALS BELOW SHALLOW RISC 360 TO AWS SPECIFICATION IN THE APPROVED (D CBC 1705.6 FOUNDATIONS ARE ADEQUATE TO ACHIEVE SECTION A3.3, X N 3 L O �3 CBC 1804 THE DESIGN BEARING CAPACITY AND r) CL to Q 2. VERIFY EXCAVATIONS ARE EXTENDED TO APPLICABLE LICENSE NO: PROPER DEPTH AND HAVE REACHED 70415 X AWS A5 CHECKED BY: PROPER MATERIAL mi B DATE: 12/20/17 DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF 3. PERFORM CLASSIFICATION AND TESTING PHASE: X OF COMPACTED FILL MATERIALS COMPLIANCE REQUIRED ORIGINAL SCALE SHOWN IS X TO PROVIDE 4. VERIFY USE OF PROPER MATERIALS,, SHEET G 5 DENSITIES AND LIFT THICKNESSES DURING X PLACEMENT AND COMPACTION OF COMPLIANCE 5. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK COMPACTED FILL SPECIAL AWS D1.1 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY CBC 1704.3.1 X THAT SITE HAS BEEN PREPARED PROPERLY X REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION I CONTINUOUS I PERIODIC COMMENTS REFERENCES 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM �NC U v¢�E N RISC 360 TO AWS SPECIFICATION IN THE APPROVED (D C W 3 WJ%<C SECTION A3.3, CONSTRUCTION DOCUMENTS N 3 L O �3 X rOW� Qp V) to W o¢� AND r) CL to Q DESIGN ENGINEER: APPLICABLE LICENSE NO: 70415 AWS A5 CHECKED BY: AGJ mi B DATE: 12/20/17 DOCUMENTS B. MANUFACTURER'S CERTIFICATE OF PROJECT NO: 214317001 PHASE: MANUFACTURER 0 COMPLIANCE REQUIRED ORIGINAL SCALE SHOWN IS X TO PROVIDE REDUCED OR ENLARGED PLANS. SHEET G 5 CERTIFICATE OF COMPLIANCE 5. INSPECTION OF WELDINGS A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK 1) COMPLETE AND PARTIAL JOINT SPECIAL AWS D1.1 PENETRATION GROOVE WELDS INSPECTIONS IN CBC 1704.3.1 THIS SECTION X ARE WAIVED WHERE FABRICATION IS PERFORMED ON 2) MULTIPASS FILLET WELDS X THE PREMISES OF A FABRICATOR REGISTERED AND 3) SINGLE -PASS FILLET WELDS > 5/16" X 4) PLUG AND SLOT WELDS X APPROVED IN ACCORDANCE WITH CBC 5) SINGLE -PASS FILLET WELDS <= 5/16 X 6) FLOOR AND ROOF DECK WELDS X AWS D1.5 SECTION 1704.2 CBC 1704.3.1 B. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF SPECIAL AWS D1.4 REINFORCING STEEL OTHER THAN ASTM INSPECTIONS IN ACI 318, A706 X THIS SEC11ON SEC11ON 3.5.2 ARE. WAIVED CBC 1704.3.1 WHERE FABRICATION IS PERFORMED ON 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN THE PREMISES OF INTERMEDIATE AND SPECIAL MOMENT X A FABRICATOR FRAMES, AND BOUNDARY ELEMENTS OF REGISTERED AND SPECIAL STRUCTURAL WALLS OF CONCRETE APPROVED IN AND SHEAR REINFORCEMENT ACCORDANCE WITH CBC SECTION 1704.2 3) SHEAR REINFORCEMENT X 4) OTHER REINFORCING STEEL X 7. SPRAYED FIRE-RESISTANT MATERIALS X CBC 1704.12 8. MASTIC AND INTUMESCENT X CBC 1704.13 FIRE-RESISTANT COATINGS AWS 12-8 1. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY AND WITHIN THE PROJECT LIMITS THAT ARE DAMAGED BY THE CONTRACTOR OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UP UPGRADING AS PER ' CITY ENGINEER. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 7. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 6.1-1791 CITY RECORD No. -S c :r' .c o o,F_o>,•��..-o chcv' rn a = •� a CL .o .L c 'caocowoN,c o'ao0N0aN-a (aW.aC '�31'�av�rnawLaC 'oN 4)3mCPO=�Non.�W� o,vNCoc al,>, Ept-,• -, L �= C .a 00 3 a. La o C V q,.= qCj NE V-0 > C L N % r 0'� C C Q� �d 0 J.0 O= V2 >1u N U 0�z � � W � � c0- 5�Jc6 o> m n - > C N r•C,0 cna- O'Q(t rOoog .cL EoEnNimwaNiocp 5 N >'` _00 C. O' L a, to N F -zaNUc E yaW Np.Wa,'�= = W � ice. i .� O'Z 7 •Q 'Q 'U N C Q� UUw� o Q s-0�a M�0-.acD (D :. 91 z O 5 of 34 3 O J z a 3 .o t/> W H 0 z C9 h W W C 0 a E Q L 3 .a O V N a 0 0 M N / N N N E 3 a N In N N 0 N N e O� Rf &0) co 8 �NC U v¢�E N Zf '- a ca Q (D C W 3 WJ%<C O v u- a n >� O N 3 L O �3 lr�� rvol rOW� Qp V) to W o¢� r) CL to Q DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: AGJ mi B DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G 5 5 of 34 3 O J z a 3 .o t/> W H 0 z C9 h W W C 0 a E Q L 3 .a O V N a 0 0 M N / N N N E 3 a N In N N 0 N N G4 IU DISTRIBUTION SYSTEM NORMAL SERIES-VESSEL GAC TREATMENT PIPING ABBR.EVIA11ONS FRESH CARBON FLOW RW ABBREVIATIONS RAW WATER EQUIPMENT Dol LEGEND BALL VALVE FC SC SPENT CARBON TW TREATED WATER 3 W QLLu C � I— INF INFLUENT BW BACKWASH to U-- I BUTTERFLY VALVE EFF EFFLUENT FT FUTURE/SUBSEQUENT M to to DESIGN ENGINEER: SP SAMPLE POINT NO NORMALLY OPEN 8 CHECKED BY: COMBINATION AIR RELEASE SW SPRAY WATER NC NORMALLY CLOSED PROJECT NO: 214317001 PHASE: AND VACUUM VALVE PP PNEUMATIC PORT 0 BACKWASH OPEN SHEET G6 CIP CHLORINE INJECTION POINT C BACKWASH CLOSED FM FLOW METER HOSE CONNECTION PRESSURE INDICATOR PRESSURE RELIEF IU WA5 I L I Kum VESSEL 1 AND DISTRIBUTION SYSTEM BACKWASH OPERATION VESSEL 2 NOTE: SIMILAR VALVE OPERATION ARRANGEMENT FOR BACKWASH VESSEL 1 TCP TREATMENT PROCESS FLOW DIAGRAMS 11VVVI 2 ca SULFIDE TREATMENT PROCESS FLOW DIAGRAM TALYTIC CARBON STANDARD CARBON vNi Tgs INFofljVAlijay r33 6.1-1791 4 ARSENIC TREATMENT PROCESS FLOW DIAGRAM CITY RECORD No. I •v C%CWN0c .c O 0� cOi�'�....Os]`�'OL� rn 004,0>tu,`=o c,� w oo`La oW $ N rn a_ '- 3 woo0�=c�NE.cu.o .>—(n4 CC N LO' O -Q V cn y,V CLO ca•U V S O i CL Ocn - CL48 ai a � cn %.. CLO O = 'O 0 — 0 °� N N� Ccno � '000m .a:•LN-+ 5NOy� �t NL -+..O.+. 0c Op � m> O N C=,- C N •aN cn O_oW�0 EnNNOv L0.,W�(71 NN U"Co GO W NCLW . C' Ecim'p "O•q cc ctO,V_o- p CL Q X >�7 0'o_m`uCa O 4-OQOO �On`M.E Oa ZCLZO 4• + al 911 6 OF 34 3 O J t,> z vi g Q Q O O J Li.. V) N W V O a a c0 c.a h W W i O cp0 E CL L 3 O U P N a CL 0 C> N �r P N U) a� E 3 g CL N to N 0 N 04O N e t M aQ'o Z C) � N C ul Lil LL $ � U v)_ ~ Q NtQ �� E CPQ O osCW��a+ 3 W QLLu C � I— >J-- —j ck-, � m J ry Z ^ to U-- I 0 Lj CL CL M to to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 U CHECKED BY: 6 OF 34 3 O J t,> z vi g Q Q O O J Li.. V) N W V O a a c0 c.a h W W i O cp0 E CL L 3 O U P N a CL 0 C> N �r P N U) a� E 3 g CL N to N 0 N 04O N e t M aQ'o e � N C ul $ � U v)_ ~ Q NtQ �� E CPQ O osCW��a+ 3 W CL V N �MUjO3 3 � to U-- I ce ce ui Lij §,, w CL CL M to to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: AGJ/KMM MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G6 6 OF 34 3 O J t,> z vi g Q Q O O J Li.. V) N W V O a a c0 c.a h W W i O cp0 E CL L 3 O U P N a CL 0 C> N �r P N U) a� E 3 g CL N to N 0 N 04O N A p (E) R/V RESIDENCE RESIDENCE 4. 4, ...............». ...... .. .. . .. . . ....... ... . . ........... .. ... ....... . . . ....... .. ...... ...... A` V' 5 E �DN % PER IRACT 2,',0,31, kkiB. 11-VIROP - - ------------ - - -1 . ...... ...... ............... WMA,, 00 r .... - ------ S89'02!5 002'51 "E 115.6,3' fF rf . ........ ...... :::..................».»..»..»,,.,,•.,.•..-.... . ...................... Zr - - - - - - - - ---------- . . ...................... .,....»-...............................................»,..,,, - ----- - - - - - - - - - MOMmr, - - -'- - - - - - - - - - - - - - - - - - - - - - - PAN JR, ..... ...... . . . ....... . . ....... ...... . ...... ... ' I I .....,-., F r;%r:: " ... ...... ... ,,, ....... ..,..» .. .,,,,.. „»», ,,,,,,, ,,,,,,, ,,,,,,,. »•{rr,•o rr�-.,3f. ,. »ri', j.... _....- .».3 •%; f ........ QJ ..... Y-1 . ..... .... x x . . ........ A 5A 4 v-1 4' (S %K All X lb ap Q 2 4 0 i vw� v 4 4 fry r ... . ..... j....... ......... 4 4 ::. `4. �4 4 4 Z Al ro 4 v ..4 F4 1W. 4 -4 v/ v. 4 4. , ?a -4 1W 4 4 4 v Y- 4 j 77 f 4; 4 N89102`51"W 115.00 4 -4; 7- v - "PROPERTY., LINE A.P.N.: 331 '03.11: ; LOT9 : 4 TRACT �,.MAP :NO. -':112763'... /6 1, 4" RECORD OF SURVEY .... ........ 1W .......21-065 . ............ 21. 065 PRIVATE PARK 1W - POINT TABLE POINT # NORTHING EASTING lvv DESCRIPTION 101 2318293.10 6242774.98 1W - POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 101 2318293.10 6242774.98 389.00 VESSEL PAD 102 2318292.42 6242808.97 389.00 VESSEL PAD 103 2318275.42 6242808.63 389.00 VESSEL PAD 104 2318276.11 6242774.64 389.00 VESSEL PAD 105 2318284.43 6242783.39 389.00 GAC VESSEL 106 2318284.09 6242800.22 389.00 GAC VESSEL 107 2318256.80 6242815.74 389.16 CONCRETE MATCH (E) 108 2318244.99 6242843.35 389.01 CONCRETE 109 2318238.28 6242859.04 388.14 CONCRETE 110 2318238.11 6242869.67 387.33 CONCRETE ill 2318230.06 6242867.81 387.31 CONCRETE 112 2318223.25 6242872.09 387.20 SIDEWALK MATCH (E) 113 2318222.20 6242876.63 386.48 DRIVEWAY FL 114 2318229.68 6242878.37 386.51 DRIVEWAY FL 115 2318231.07 6242872.32 387.25 CONCRETE 116 2318254.87 6242884.24 386.60 DRIVEWAY FL 117 2318256.28 6242878.14 387.46 CONCRETE 118 2318257.16 6242874.06 387.52 CONCRETE 119 2318261.78 6242879.40 387.50 SIDEWALK MATCH (E) 120 2318261.44 6242875.05 387.70 SIDEWALK MATCH (E) 121 2318257.17 6242865.42 388.22 CONCRETE MATCH (E) 122 2318251.72 6242847.13 389.08 CONCRETE MATCH (E) 123 2318298.90 6242765.10 388.64 CHAIN LINK FENCE 124 2318273.31 6242764.58 388.30 CHAIN LINK FENCE 125 231.8272.89 6242785.55 388.48 CHAIN LINK FENCE 126 2318272.64 6242797.55 388.70 CHAIN LINK FENCE 127 2318272.38 6242810.57 388.82 CHAIN LINK FENCE 128 2318297.55 6242811.08 388.71 CHAIN LINK FENCE 129 2318275.57 6242769.63 389.20 STAND PIPE 130 2318264.02 6242806.58 388.82 CATCH BASIN 131 2318255.62 6242812.95 388.80 MANHOLE 1 132 2318236.60.1 6242889.09 387.17 1 MANHOLE SCALE IN FEET 5 1 24 BENCH MARKS TBM ARMI ELEVATION = 363.45' USGS DATUM THE CALIFORNIA . .. SPATIAL.............. REFERENCE ... CENTER ..Q. ... RS�ARMT!� .. q 45 NA., ELEVATION3363 :::*::::'*****'***' ..... ..... VD ........ WARNING POWER LINES OVERHEAD Know what's below. Call be'fore you dig. CBK-05 LOCATION: RIANT- DR, I KLEIN PELLAVE 6.1-1791 CITY RECORD No. 0 OmCL >,-- Ad , L- to 01 cp .c 0 (t) S 0 0 48 c c .- C (D 0 c 'O to 0 W (716:0 0 0 > W L- 0 c Q) 0 0 > > N NOL (nLa (n c LLJ 0 R- 0 0 '(-U =0( r- %- n E U > n tll cc -CL c - a-- -FOJ -c O= 02 �,u 'D ecn CL CL (n to 0-0 =1 Nm m cm c %-, 75 " 02-0 0- 0 0 0 cn cn (D L o r_ > to (1i CO OL (D r- -2 CPO - 0'24! , .c 0 (, 75 E0_rn 0 cL E EW3 mim -b 0 E- (U >,.o . o a) ton 0 0 � CL O's cp (n W 0 c n - 9 c E "wO r- Lru- Ed 00, WC 00 - 5 'a (D r- (D • N- cx E ELO 0 2%:Z 7E! t -2 72 =0 r X wc: 0 =:E 0• (D %- (n in R = Z , -c ci u WCOO um U% -:)z5 6= a W:t:: 0 W:te 0 O'+ r- �, *a c Q3 = U. C = %- W " C 0 -ZECL 3�a..JO(D (D min I C) cp &0> ",:1, 00 QCN Uj < 0 5:5 US z E 0 to L,1U- (37 %�jt U.1 ro'- V) c� 5 C) to Q 00 06j� IS m to to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 'JOB NO: ---- 'ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K05 -C 1 7 OF 34 z C14 .- W U - 2E /A C% n z C) cp &0> ",:1, 00 QCN Uj < 0 5:5 US z E 0 to L,1U- (37 %�jt U.1 ro'- V) c� 5 C) to Q 00 06j� IS m to to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 'JOB NO: ---- 'ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K05 -C 1 7 OF 34 n z 0 F .0 ry < 0 LLJ I > ry Ld Ze, Lc) c:) 0 F- -J < cn m n 0 < C) F- 0 NN Of 0 C) cp &0> ",:1, 00 QCN Uj < 0 5:5 US z E 0 to L,1U- (37 %�jt U.1 ro'- V) c� 5 C) to Q 00 06j� IS m to to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 'JOB NO: ---- 'ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K05 -C 1 7 OF 34 V*iulplclo RESIDENCE (E) CHLORINE INJECTION POINT TO BE REMOVED ....... . . ...... . . ....... . . ....... . . ...... . . ...... I( "T" SENE,'NT 5' PER .. . . ....... " TRAC"I' M,B.. 11'3/111 . ... 5 11 02 ""'C"Di D 01 ARN, -313' ;L1LV1 -------- A,P,N, 331-031-07 (E) 8" ELBOW TO (E) WATER VAULT TO BE ADJUSTED TO NEW GRADE (E) BACKSTOP TO BE PROTECTED IN PLACE ,DEMO (E) SIDEWALK, CURB, GUTTER t,4 --- AND FIRST 2 FT. OF ASPHALT. /A fil 45" H (E) RI/W. e5 zrr 4. Z/1' st fff z 7J 4 , /' L '4 .71 v 1 A Y, � 7- 171 4 r 4 J CHAIN 0 BE Z / 1z' WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. PROPERBOUNDARY BS SOILS BORING LOCAl10N (SEE NOTE 1', THIS SHEET) NOTE 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. 6.1-1791 CITY RECORD No. -0 W cn-0 0 (1) Cn cp 0 0 (L).c 0 Oid s c �5 Cm vi u -c 6, CL 70'%- r cn —1 � C (L) -%- Oc-pmowc MCLO 0 0 > Q).= L- 0 (U O"a 0 > > ' 0 70 cn Q) (DC CU) (t) CL LLJ 0 0., 0 'W =0 E=`a .>� cn 4 c %- . E 0 0 C—c —CL W —c 0-. -Z03 G O= U 2 >'Uc U. CL (n � CL cn 03:ormw 0.0 O.C�o 0— 0 %- W — C. cn 'c U %- OCD 0 cn w (U"O 'rD � -C > vi CA= cn 75E- %- = %-.jo NLS .%- a � •Q- 471 = Qo E m 0 W.- Q. 0 -� %_0 Q (D -E Cn .:-- 0 CLM mcn (D cn p U r "0C"D a r_ 0 cn o cn= E•0 r- uj w mui o 0 CLO 0 "4 CL %- -0'r- -0 -0 (Us cn .21Z %_ 0 _ = E CLO 0 A-- 0 x G cn c (U r 00 =1 ou ft� m 0 0 W 0 W 0 0 -c %- c = %- W " c c"Wo s..O�Q. :3�0-00 0 11 A I 01 N cn C) LAJ <1O F- tPU �055 1 (n z E 00 o= � Lo LZ (av C) CL >U V) c� (D QpN to (D 001 W L.G.r US DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 JOB NO: ---- ,ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G B K05—C2 8 OF 34 (D 0 z I Cn z Q- -i 0 z 0 z 0 (n 0 m LLj 0 z z 0 t: -i 0 m LLJ 0 CN C-) I U I m U LLj LAJ c .2 0 CL 0 co 0. I C) C) C14 C14 (D "51 E 0- Nt C14 r - C) CN O 0 ry 0 Z 0 0 < LLJ > ry Lij Ne Lc) c) mLJJ Ne < __j UQC- I 3: 0 z < C) 0 0 :2, LLj m C) LAJ <1O F- tPU �055 1 (n z E 00 o= � Lo LZ (av C) CL >U V) c� (D QpN to (D 001 W L.G.r US DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 JOB NO: ---- ,ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET G B K05—C2 8 OF 34 (D 0 z I Cn z Q- -i 0 z 0 z 0 (n 0 m LLj 0 z z 0 t: -i 0 m LLJ 0 CN C-) I U I m U LLj LAJ c .2 0 CL 0 co 0. I C) C) C14 C14 (D "51 E 0- Nt C14 r - C) CN O 5 17tq�-P-E �-ny SE7PACK X387.7 F (XI I Z- I UVUDLF- SWING ,::GATE 1 z (E) TC 387.38 I J. (E) FL 386.73 . . ................. ss, RESIDENCE (E).:::R./W,- /1 A- W. g 4-1 K VIN I CL, ...... ...... ._.»»....... !AV, U.'s Uj tq < ER T' 30311� E43. 1,`002 RACT V) Iffif ff, .......... . ................................ r ......... -------------- - - nj.Mrr. ........ ............................... It, X (E) TC 387.32 - - ----------------------- i jr' f5 - - ---------- - M0A.,,6s1MP DRAI:11�,,! s-iPs,• (E) FL 386.67n, QV Ali ... ......... ..... ... .... .............. ......... rr 2ff Ff 0:, PA)6p S I Al A T.... . ....... . I " ............ ...... SE . ........ 4, "40 f "J, c A -tr (Job' -14 Q G 3 S; 3j 4 4 v TRAFFIC, ......... 4 . .. .... j 4 SLOPE=4.47% C V., MATCH (E) %3,697 . ............. - - 11 4. A 4 4*- -4 .4 ell A 4 387 5± C- A ..4.. 4 FG MA 41 .387.7± TCH (E), ---- X 4 $,' "" Rf.? 1�1 * ", , , ' :s » . ' .f>'/',F MATCH (E) ......... A R, T Tif 4 "Atf .388.2± FG .. ..... 389.2± F C 387.46 4 : 'J " s f 4 MATCH (E) A MATCH (E)14 I C 387 27 FG 389.1± 88.3 Ar '8.1 A 386.60 4 X3 .x C 387.52 4 MATCH (E) .4 MA si ff . ..... -SCOPE=1.50 4 4 v. r'.''. 0 q o. : �° ' 4 OTEA. C.0 Wv 4 PQ I , 4 4 4 4 0 DW -GB C 389.01 .4 " PROPERTY 4 (4 V4 12,5Z A SETBACK I� A 4* 4 1W e, C 388.14 '4' 4 C 387.33 PROPERTY UNE BO J 11 � - A v A.P.N. 3311.:'1031- �09 T 4 : 9 C 387. L OT TRACT NAP, NO... 2763 (E) BACKSTOP .TO "Ell t C 387.31 SURVEY.. RECORD 'OF, PROTECTED"if 1`,.`-� -ACE -d TC 387.18 t 21-065 z" 4, FL 386.51 4, C 387.20 ................. .......... -7 387.3 f. MATCH (E) 6- A TC 387.15 ,�j lb I . 110. / FL 386.48 J X387.8 387.1± C 4, 88.1 MATCH (E) A, P, N 3 1 0'31 10 '7' MATCH (E) js. �5i 1t - 14 4 v ................. 7 »,,..»»..».....,.," -(E) TC 387.12 X ..T (E) FL 386.47 7 . JSp, 4. PRIVATE PARK IcD All 11 -ell h �D D. F D R PIP',-' U-4 'Ak-U- WYNIUMENIT, HER. TAAL 2763, �0,8, 31/8 Yrr . .... . . .. IUrle - 4 X (E) TC 387.06 (E) FL 386.41 J x, P 1V 4 4 h, 7 f� ! ff � ' ' WARNING POWER LINES OVERHEAD Know whars below. Call before you dig. NOTES 1. REFER TO CBK05-C4 FOR PIPING PLAN. 2. REFER TO CBK05-E1 FOR ELECTRICAL PLAN., 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO CBK05-C1 - HORIZONTAL CONTROL PLAN FOR FEATURE LOCATIONAL COORDINATES. 4. (E) WATER VAULT TO BE ADJUSTED TO NEW GRADE. SCALE IN FEET 0 5 10 211, 6.1-1791 CITY RECORD No. -o NCia W, a, >; 0 0 M.- c -= CL >,,- t- to c Q,j- 0 (t).G • � c 0 '00 r- -O cn 4) a 0 C) (t) C) > (U t- Q) .E -'O cL %- %- U .6 0 - %0 >:s O> Q) (U (Uto �-mc-a (U :-0 cn 0 CL T LLj E 0 %- c Uj a 0 C 0"O c- 0 E-c`r) .> V C - U Al cn d a = U=z .S% -O E2 w 0 c -& QL -rj 0 = -U2 >IOU (U U cn m 0 ., = tiOO 0 'C "O %- CL (n � CLOO (n (n "0 5 W•m cn Or-OCO "00 CL c -�; 0 CL �(?600 48 cn �5 7E! r = > W (n �! Om cr-:*;:.2 (7,0- cpo,2- (n t %- �O 0 (n c- W 75 E- 8L- cn CL E -T b (n = E w :3 in -zi W cn 00 m Ti U,aC '02 C-0 , 0 0 Wcn - E a ujw cLw 0 ti r- 2 N 0 (4ci 41 cn C o Um com QL. 0 0 ON 0 C 0 CL. -0, a- CL m Am I q. I mi N n :?11 C) C) c" 06 0c) ff) 00 C,4 to L0 Fce 0.) 1 - V2 �2 < Z E 0 W (0 0 NO 1--: C) Uj U-cn Uj 73 C) C-) LZ C�- V) > L) C1 c� Q0 0 C) E 1:1 ce 00 w ce LU -Z, CL CL Z M DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 in L ------- L ------- L ------- L ------ j ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBK05-C3 9 OF 34 , r l < rr F + f•; h t RESIDENCE RESIDENCE _ F.° f CE) RAW! � ' •� •.. frf......,,,,..».,»»,•,,,,,,.„r._.,,..,..,,»,......./r frrrf, r>r,rlFFIFI.F. Ff,rf / s r 12” DIP -BW -WT .,» ..rr r .. ...»,. .,,,... .,.... ».»,. . ......,r S O W U: ....... ».,». v............ ,.».......... ...... .,...... »,»....... ..... .»»..... »»............... ,,.»,. .......... f •_!`. , .., r,,.".i%•......, ...... »»r,. .,.,,,, »» ,» ..f�ff» 8 FCA s Yt.,, r , ,ift.,$ ,n O �F t EFFLUENT t .. , rg,Yz' >,', t,, s y £'% • f f .'�"h ?%,.. . rs i ir/ (/) S .'•,.>3;.._._... », }» »,..........................»». TYP. TYP'. CIP, :rvFEkEf {r. ,:r',$ _ WATER LNEi ..... .................. ..�......._.............,.. 8 DIP k.. t ,, .»............1,.,.,.......,f„......»».,�...,�:,,:7.ffffrff . -- -- f/ffFfFfFFfFFffrfFFFF.::«axrc�:%:.:,Y:::::::r.::«:«:x:«:«:::::`i,....»................^......�»..,..__...... ,,,.., ..µ.'• 12E - - -�-p ...».»».......... ,. rpt ,,l ,`.�::............ . » » i. f ------ TYP. --- ------•�------------- _- E 8 PVC- H'f Ffr» �,.,,• , 8 DIP-INF-WTR ; P ST !! f f s,. _- ..,.,.., .».... »...., .,. ... .. ... ».... ....... ....... ...... ...... ., �... `»r r,`c' ».»i• ..., f• %%s x ' l t LA NE €r ' /j'• f�''r'� #+ f''•i.:'............. ,. frri`+3” ;.,., w ( f� AS y » j $ M1 , ,..] .f ' t _.1 TYP. 8 DIP -IN ,f < < /..» : ; : 20 t a® s f , » {. :.tet 0 12 DIP-BW-WTR < f PROpE T SBLOW OFF s 5A �8" DIP -EFF- f > � � ` ^ ���� :-3 • � R y:.._.».... .....,».. W' - �!3 r ss .......... r...,..,...,. t f I J / S Af ..ri.M'..,'F'...� ` 1! f. TS II 4" DIP-91-WTR , AG t TYP::. i•nv, + ' ' C j' ' S ° : i ...,{''r > 3 fi: �, .� s, f r,. . f f ' ✓' ,l �,�' S # j i � � S f '� • � :'• t<3. n� �j : '' - s � f �ri'� r'.k1. � fs'^r. , f ' S ! i '"f • F•r''` ��,. i � ,✓ > .. it { ,.Ffs: •'..... �f�r,'> rfj � $i i i ' + i f . t. , /�` > i/Y'$rr' F.>'9 /v.., f �•, .r`••,.::'s:'. '/,. % > r:,/(, 1AI £'•.;N: SP ,'t !;,,... f f•^' ...€ `'` { 'J,u, t. •, f`.% ! Sir f , ,•- .,✓ T' r,,,r»»r»r. rr.,..,..rf,r,,,,rr, .r., „f,»,f, s : j% i r':9 i '•,fF' r .. f f } S ': -'" ` S' � 01 ........... ,»FrF »++r+rl., f.•'r......... ....r....;....... AI n / ........rti, k 2'i 'S N }. 3 1 �r i <+% r M1 >., .. S r /r ,f$r:: f ,r'' f' r. ••r" WH ». f f r r',. S F }f. %i. 3jrS //% / /r :•/1 '' trf s •.siC t ,;.,. 1 `� �� : / 'r' r 3,Hi "n..... r ••i f rr S ff f f % •'"-rte ' �T GL A 4. SEE SHEET CBK05-C6 - • STORM r » DRAIN PLAN AND PROFILEPVC- ., i,rr rm r/„r>r�rr%»... a.,...., fi f / fr f •k, +•MH ,. H "•"•/' ,`^.. 'rrf '� :Vi_.µ ,r/ i f•�f�.• '•k,. ` ' kir f i Y- f ; '^ jil'�' f . •..+. ff j t r'. .f O yj ,} •q.rr,• / ,INE f33 GL J y _OH. 'rr r,+ \ S, !r / r `J/ f': r.'r f�f$ Ff' f r ••: /: '• f l r f'r S ,;Sr:,<r,A. :;!s .,f .,, •iS % .{ f- .>S'`' r• '+pr.,r.,? rr.,orr E CI( o rq »;,,; , /; S n l�-yf - - t f f/r: •'} ' ,fr i r a''' ,•o.,,, ,.,,.,.,,,, r< rr „ ,., .,,/rr»+,., rs r f,ffrrf'F �J ' t • f . l% { f • rJ /r,, ff j MH rr r f • ; t s tF t f f . f 'r q ^ gt S f 0 •,^ > '. yj !;�r� •' � ."",��� f / .r{ f r f � j j y+'• f • f £ ................................... ..... ,.rr,,,......, .»„»».... _...._........... »,. .».»....... ;t {. f,.%�ffjfr .-•-•`------• .....,...»..,..._._.........r,,. .. ................. ............. ....,..,».»r..».,, f�:or. • y' • % ff Sf t .'i"'r f ;${ », • ............. ............. ».......,f,.r..ri»r»rrrrrrrr.rrrrr.»''�— M H i a ¢ PROPERTY.:.T Frf': f u'` N” SETBACK PROPERTY LINE-:::::::::' � „ � "'`'': {' / f�i f 1' ; f � ; rrrf."r•'- p r%% fr 'rSf �' A.P.N. 331 031 `'k'' S /,5j{�i r f • f r { S, r/�;' � $ l � ., � f f f f LOT 9::::1:-: 4" D.I.P.,i 2 -4 T.O.P. ,, s '” s j' s' f ` f.. •�ry'� •..�, s.} car f�,✓"� w r yrff ... �r'rf i' '>,f TRACT MAP N0.-:2763 (PER POTHOLE REPORT) RECORD OF SURVEY 21--0f 5 _.. t J ''^.•. l .r rj i f jr Sf ��./ s f s s ✓y ................» :srrr. ! t jf Sf f ff PRIVATE PARK ...,.. � f , r f ff ! - ( Y ;r �E) RAW n a ' ;RCP STORM DRAIN CONNECT TD EXISTING SD IN RIO r' CO BRAVO DRIVE. SEE SHEET CBK05-C6 -::STORM DRAIN ff '` PLAN AND..,PROFILE _ _ / r / sir i :t A { //f fr r r f f fff ff i-%� f J. ff °S / A, J,, it f � f ff f f f � ff { 5 f f.;, •; ;; fr ; r f ; f�� /i f<!/ r SCALE IN FEET 0 5 10 24 DESIGN CRITERIA TABLE NOMINAL FLOW RATE 900 GPM NUMBER OF VESSELS 12 TOTAL CARBON CAPACITY 1,425 FT3 EMPTY BED CONTACT TIME 11.9 MINUTES HYDRAULIC LOADING RATE 8.0 GPM/FT2 BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY DRIVEWAY PIPING LEGEND DESC. TYPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE * SEE PIPING NOTES ON SHEET G4 FOR PIPING SPECS INF INFLUENT EFF EFFLUENT BW BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING WARNING POWER LINES OVERHEAD CONSTRUCTION LEGEN Know what's below. Call before you dig. _-_ BURIED PIPING SEE PIPE 2 sT SAMPLE TAP --- O D5 TRENCH DETAIL - NOTES TS TIERED PIPE SUPPORT 1 O D4 1. BUTTERFLY VALVE BYPASSING TREATMENT SHALL BE EQUIPPED WITH A LOCKING COVER OVER THE WHARF HYDRANT - 2" 6 HAND WHEEL. O FIRE HOSE ANGLE VALVE D5 2. MAXIMUM SPACING BETWEEN ABOVE GROUND (FEMALE NPT X MALE NH) PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. PROPERTY BOUNDARY 3. CONTRACTOR TO SUPPLY REDUCERS' REDUCING Imp DIRECTION OF FLOW TEES OR REDUCING ELBOWS AS NECESSARY FOR c N -0 0 r_ ci o 0 a' c .0 t— o >+'� r- cm 0, 0 1)c c�0 0 N 0 C U �. 0 y 2 0:5 8 tin N OO i Ln' NW TO £'0 0•- -w O 3 > a' c L „_, w 'UE203a ('0a cn Qi gn:s.o �t L w+- O 00Oto ::8cn <5 L O72 c ..-s > 0 vi .. > p 4a c N c N 0 ca"� a, �Q��°xQ,�'L�,-�°'� 0 �Q0.000cv'0 ocn-- O_wNSZwU��� L O. yN O p, _ 't7 'S 'a 'a N CLO pN>'t 0=2 0sms `N3 =a3C0000N2-0 0.,2 O 6s p N.`D0.-0Eo a.s.0� a — 0_0 ca (1)�i a 0 01 — ALL PIPE SIZE TRANSITIONS REGARDLESS OF WHETHER SPECIFICALLY NOTED. EITHER BV BUTTERFLY VALVE REDUCERS, REDUCING TEES OR REDUCING ELBOWS MAY BE USED TO ACCOMPLISH PIPE 12E 12" 90' DUCTILE IRON ELBOW SIZE CHANGES. 4. SIZE AND MATERIAL OF EXISTING PIPES BASED 12R 12"x8" DUCTILE IRON REDUCER ON FIELD AND RECORD INFORMATION BY OTHERS. CONTRACTOR SHALL FIELD VERIFY ALL 8T4 EIN8"x4" DUCTILE IRON REDUCING TEE 0Li w Z CONNECTIONS TO EXISTING MATERIAL DURING CONSTRUCTION.© 8 " " » 8x8 x8 DUCTILE IRON TEE F__w Q V) J 5. REFER TO FOR VESSEL AND VESSEL 0 -I >- w - o D'1 8E 8" 90' DUCTILE IRON ELBOW J m I SLAB DETAILS. U Z 8@ 8" 45' DUCTILE IRON ELBOW n 3i 0 n U >-- n 4@ 4" 90' DUCTI U -- —----——-�.------------- 8' DIP-EFF-WTR -� ---,.%----------- (E) 8" D.I. ELBO,IN ROTATED 90. E8 DIP-INF-WTR . ----- -- ---------- NO FCA E r 'f/fffb ,dINI ffRif. F Yldlli Yrrrfrr /EPEE//. ,/,/. rfrrf + ! fllfi •. `` + ffiffR Yfr///I «rrx<. rrifffN UNfffi lxrxs ,off/ffi rF1IFH l D BEND EXISTING PIPE: Y FOR' FIELD FIT. 6.1-1791 FaTy RECORD No. s g C) '- s O� Ri 05 00 e I � ® a N Q U =awl` ,*,j (37C)CtC W + W J '0 C o: ¢ 4 w >U °N"U-a � s 9 0 3 3 III, `W o �� C:) t0 lJ.) 10—DO Q �_ CL CL t0 DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: NJL MJB DATE. 12/20/17 JOB NO: ---- ,ROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS, SHEET CBK05-C4 10 of 34 CL D, �- CL >,-F C�d , L- U) Cm c" 0 (t) 0 C) 4d cp .- CL C 9 C'o to lo (u C cpa:0 o 0 o 0 g!A= o c (u c -a - > QLLJ (/I — -O� 0 :5 LAi (n u- cn C Q cn (u %- .%- CL (D LLJ 0 1.- c ao o (n CONSTRUC (D "o E Q) =j in cn 0 I=- 0 o CL —0 (n _1 r6 -j _C 0 4U (n < L) cp :3 . W 0 —a CL (n CL 0cn > (n 0 0 Z) cn AS O ADJUSTABLE PIPE SUPPORT D4 a 0— o CL a %- %- cn cr z Q 000 Q 0 0 0 0 > (n (u C CL > a- > 0 a 'oho—c0(t) .0 (n M 0 v) — (t) Cm 0 in Q. cn > E 0 N0 CIP OD5 CHLORINE INJECTION PORT 0 W� 0 cp , W.- C14 —00 CL cr, cp cn 0 cn u j= -0 0- cn C E BU Z o ch = Q) r- uj QW (D 21. 0 b C (D r- (71 '"O"o c5m—"a ou E CL - CL %- Y_- C) 0 x >:rn �Z— CE lu %.. 5A 5A CF OCHAIN LINK FENCE 3 D8 00 5 (u (u 0 C C) (uft� 0 0 0 z r- (u = I- C Q) LLJ 1 —0 (D TS Oa TIERED PIPE SUPPORT D4 O WHARF HYDRANT 2 FIRE HOSE ANGLE VALVE 6 (FEMALE NPT X MALE NH) D5 son DIRECTION OF FLOW (8" DIP-INF-WTR )7 12" 900 DUCTILE IRON ELBOW TYP"..8 ® 8" 90- DUCTILE IRON ELBOW (FLOXF,L CF %p 0 of 8-x8 x4" DUCTILE IRON REDUCING TEE z 12E LGXFLG), Wi: V12"DIP-RW- �) -BW- 4" 90- DUCTILE IRON ELBOW Lu WH CIP AS 0 -c"4 EL. 389.00' ------ R Cyd o �� u- z ............. LAJ FINISHED GRADE . /"' . .111"""" 7-7- /,** I- LL -77 I ui %A. �- i ( APPROX. EL 388.50 00 J o C4 6 --j- L - - - - - - - - - - - - - - - - - - (8" DIP -INF - -------------I---------------------------------------- (MJM) no OR o Cn r-------- - - - - - - - - - - - - - - - - - (8 �QP-EFF-W --------- - - - - - - - �� j < Ld -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O0 0R 8T4(MjxMjxMj)� NO MJ) 0 ry Lo < --i w C:)L I V) FEET < Ne, 7p m m 0 L) 0 2 n o A— M CBK05—05 SEC PPA—All 0 `�' z EL 0— C) C) Q.• 00 X cco i Lo 0) 0 5 :5 V) Z to 0 ( o= ...Ix 6 6 u- %L > u 4) C) c� ; Cl 3: a C0) CV) �Q tp C-1 L i Lu 00 M CL CL Q(o DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: NJL MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 L ------ L ------- L ------ L ----- i ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 6.1 1791 REDUCED OR ENLARGED PLANS. 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",,.+.., f {r'%i ,r r 1111 { Y / ,./ 111.1 {. ...,....,.. r I 1111.,. 1111.. ... tf. .. .., ii, ". ' f..1 ,, / 4 .,. ' 1111. f / / y S 1111,. L1 ' .w, 7 ` „ fi 1111,/ ^,.x,. ,F 1111 .:............................... .."..�"Jr•{.•.^ ... ,,,. , .•» .»n 1111 +• a 1 • 11 1« s,,........, s.#s� _......,.. .., •,...,.,..... 1111.. - 0 ..-------- '- '1'----------- 11111111-- '---------- »,,,».». .•....x.. -x111... „xx,,.. ..,».- .» 13+30 K Le SCALE IN FEET 11 1 POINT TABLE POINT # NORTHING EASTING 1 2318275.57 6242769.63 2 2318263.98 M......,... 3 M ........................1111 ......... .....,....--..,,...,................................. �.,.,�.,..,.,.,x.x1.,.,....,,1..,.1.x.,....x...-1111,1111., 2318236.60 .....,.....«.... 00 w e dam- N r � . � .,..,.,..,.x.x.x" 1111, . M I U 000 11,11. . * � .,,.,-.,,,,, - x, U 00 1111 1,..,11 _,� _.xx.. ;1 ��.-.-..................«,..-....,........, (E) 1111.-.-1111.-�.,. o00D0 ct oo 11GROUN'b ATOFPIPE O M � .....,..,,,«..... in LINE x. x, -....,.x -.,x -,x,.,,,,.,-, 1111-..-.. «.�.. Q Q 017-- L.Li I o1111.. N o J Q I cn U= 0 U= m U 0- h 3:O z U >_ r 1- � ,...-,.,,1.111.,.1-...1,-,-.....1..x1.. .-�' ,.1.-111- -1 -1111..- _! ..............1111-., __ .,�-....,....«.,N.,..,1.1.111.1.11-.-..-......-.,..- _� ,-, ,--,,.,..,.,...,.,-11,1,,.,,...,..,..-. + r.':1-_---____1 co _,-_ _ 11 �` V_ .--.---,..,.r .....................-.x,111.111.11,1,x11.,,,1,-1.1,.x.-,,..--,-1111-,-,111,x11--,.�. ,--.,,-.,H x1111. -..............«r,« -_-..I o .-...,.....,..«........... O �` N U =. V) F&I ±7 LF 18" SD CLASS III RCP S=0.0011 F&I 135 LF 18" CLASS III RCP 1 ; 1 S=0.0011 I INV 18" 382.45 ( 12+00 11.11 1: I(E) GROUND AT � OF PIPE LINE 13+00 , M M� 0 0 Cn V_ � t0 00 �W) z� N 0= .....x.x..xx1. -11x11w11111x1x1111111,1111,1x1111111x 1xx..1.,,,axx,1, 111---x1..,..,1,-x1.v x„xxx .. ,,,-x..,- ,}..x,,,,,,,,,,,,,,,,,,,,,,,,111 -1,11x...1. -.k..,...,.,..., ......«........... -..,,-,,,x-"","" ,--,„«x,}„-...�,,,.., ,�. ,..,,,..,,..w.,,.,.,,-,.-,,,.,--'..,,,,-,.-....,,,,,,,,,,,«,.,,«........._'p.._,___1-,....�... �..,.,..,,-.,.,,,,,,.�,�, ,w..,.......�,...,.«,,. ,1111. � .- . ,,,.__._..,.__-_.,,,,�..__,,,,,,,-,,,...... -1111 11 I1 (E) 6" WATER LINE f 11 I I«............................x,rx,.�.x.x..x-..11-x,.........,,,..,,,r.........f... ,! , x, -..,.x,......,1.,.....,..11,.1111..-1111 .................«,, x1�,..,,, ,.,,�.,-,-,,,,.�.... « 1111. -, , , „-.-..-11,x,,.,,- (E) 8" WATER LINE. Z ¢. x. -...x...11 xx11.,1,.,,1�„11.x.,-................�..,..x.xx..1...1Hx1,,,,,,,.«.. Z; o� f I U. I l t 1111_ ; .x111- ,..................................................................................« ........,-..x..,.,.xx--.,x,.,- .1111_-111 .,.,,.,,..-111x-1111..1111,, ,,, , 1111 «11,.,,x.11 x...., ..�,..,,,.-1111...1111 -.11,11,111,111-11,11,,,,-,-,,.,-,.,,,,,..,.,.......................,.....,-,..,.......-,,..,.....,,,,,,-,..,x,..,....-x..xxx--,...,-.-..,---_--,,,,.,,,,-.,,,.,.,,,..-,.-,,..,-,,,-.......,,.......... ,,,,,,....... ........ ,...,.-'--'--"- ., INSTALL ±78 LF 18" CLASS III RCP I I ' 111.-„11„1,...,,....1;,,1-.,,,,x„x,,,,x,.x,.,«,. 11-x1.,11,,1,,1 ............ .x-.....- x...,.._,,.,xx,«1,,,1,x..«...xx111.x1x.1xlxxx-x11.1111.1,,..- --1,,,.x1,,,,«111„x,x-.xxx...x.11.xx111-,,.x-„«x.... 71 SS III RCP ............... ,,,,,,..- . «..�«..�, 111 ,.x.--.,.x.,.«..-,x1.,xxxx,l,-,.,1,«-.,11x,-,--..,,,11,x,-..x„-,-,,,,,,k.xx. &I f 1 LF 18 CLASS S=0.0013 1 f,-. S=0.0011 -'" I I11 =1111111,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,��11x....x....,...x....«,,,.... ..-.,--,,,.r„-,--1111..-1111,-...x-1-11.x.x111- 11.11 x,.1,x„x,xxx...x ...."I'll.,« I..x 111..I1,..,,..,,.,.,...,...,,......... " INV 18" 382.30 (W} I ( INV 18 382.10 (N) ,� 11 11,,x,11111x�lx.x-.x..............�,-....�,.,,.�..,,,,-,..,,,,,,,,,,,.,,,.,.,,,-,.,,,,.,,-1111.. ' ,...,w,,,",.,,,�.,..�„ " „-,.,,,,,,-.. INV 18 382.39(NW)................................1111. INV 18" 382.30 (S)«� ....».....,,�.,1111-,,,,,.,,,,.,.,,,,«,.,,,.,- „x.. -,-..k.....1. x.....L.x1xw11xxx1..,. ,,.,�,, ,,,11....,.x,,,, -........w x1.x,xxx, INV 24 382.10 (SE) 1111,,. INV 18" 382.39 (E) I- ---~~�1111) L---111111 11-1111-- INV 24" 382.10 (NW) I I I --- _---------1111- I 11 « .................x-1111.1111,.1111. 1111. ,,,,,,,,...,..,.,,.,,.....,.,,,«„«.,,,, 1111,--1111.., ..� 11,11 wf 1111. INV 18" 382.41 (W) - - - `,,, x 1,-, 111... INV 18" 382.41 (SE) --I I----1111-- -------------11 --------------� L _I f, ,s.• '0 N b f{ `7 . 111...... 1111 +,.,,..,,.x .,..,„«,...-x ,i # 0 1 F- G1. >>'O o`�j ,." O 0 On O' f/- sf :i1 Gm vj 0 = 0 •a•, O CL "O L 6'.. , i^, w 1111• rt O r. �! f!! ...• 41 "w.:i WARNING „ F� ».x.»» ..............««,»...... »/+ff r1._.. Gi W CCLL_O O N O O> (0 � O O_ ,2 r • 1111, 1111....: 'i. ......,.... x»,•,.............,,,,,«11.... »,,,....... `:S' 0' (n s O = C +' d •-0-• 0 t!� M N .....1.1.11,-i» «1111,, }., «,,,,,,,. ..X.. v i Q W O U 'O N %- L to O -O / N O L O L d' W xf a Y 0 a� 4 .O ,/ /r; ® H to COO C o . , >% � E 'O i /' .� ' ^; fr. '% - F- �- j- 0 ..-, L1 O L L 3 �Ny00 /'••. d E O S •1•-• r { /, = L O X O .� f W U _ .O a O N r 41 'C! 1111 U r 1111 •%X n t , O « O L N ... 1111. .✓ tr. yr Ul _ r O '- f, 4 T c.i 0� U• Y { L t1f L .r+p r w� f ?/' f. / O s % O •F• W � a - o- -a• f U p N POWER LINES ::::::::: o Q L L �, �.� �, y = 'Q cn r OUD. O O O %_ . O O ',! OVERHEAD , �Z • t V%- �� O<N 0 o f ...,,,»•,,..... Know what s belOW. a) C L C 0 .� _> � . {•;r") 0111 before you dig. .0 � Q t Q_0 o - •N_ •_ � 1 a C_ �F s�)'y �O>� oEo;`o°'i��'a°�ioornL :, _a o 0�.. L _ ,; f', a::cn . f C",, i0 O a L Z Ort+ OCl'Q% L L (�jf O O >, O 0 ..,..:,,,,w,,.. --1,x...,,1 A {jam , F-- Z O ffl -y O Iv N O W O COW U t" +`. _ Cj ,,....1111,,,,,,,,,,,,,,,,,„-,.,,.««, f• ,.s L N U. W d i ,� Q�' J '� •L 'Q -0 O O lT 5 ,,. ,'•. -W L x O •N'c 0s - Q1111 Jc - » .. µX `'A Z :•- O L M O O 'S U�" U L a t li;•, ,,.f,.. O 0 O s �.GSO = 0-00-00•.- L} l _ f U � n, J• . S , f. O "L 'L L Z .0 tLl O O }r . ti 's,. , s r' » C O / k+ }r% F- .- 1111 .�. 0 W _ o �. .n a � a .o c.� f /•` w. e• ro x. F {'' x r f -„ ft 3 ` {s X,.";.,, S ,. r 3 1111, f`'t �1 1 ••% r .,,.n. k ?" 1111,. f r.' . y. }r, i l 1111 r .J i ;..,s1x .. i f ' ,. J .rx i ./ f 7. /4 f� •� ,fi % r• ,y 1111..•, tf ;a 11,11 / f �� fin. tF.} .., r't /rrr- '/,! ",,.+.., f {r'%i ,r r 1111 { Y / ,./ 111.1 {. ...,....,.. r I 1111.,. 1111.. ... tf. .. .., ii, ". ' f..1 ,, / 4 .,. ' 1111. f / / y S 1111,. L1 ' .w, 7 ` „ fi 1111,/ ^,.x,. ,F 1111 .:............................... .."..�"Jr•{.•.^ ... ,,,. , .•» .»n 1111 +• a 1 • 11 1« s,,........, s.#s� _......,.. .., •,...,.,..... 1111.. - 0 ..-------- '- '1'----------- 11111111-- '---------- »,,,».». .•....x.. -x111... „xx,,.. ..,».- .» 13+30 K Le SCALE IN FEET 11 1 POINT TABLE POINT # NORTHING EASTING 1 2318275.57 6242769.63 2 2318263.98 6242806.64 3 2318255.59 6242813.01 4 2318236.60 6242889.09 5 2318068.25 6242841.68 14] 6.1-1791 1 TY RECORD No. %I 0 V) W x sa c � 0) s �Cf 00 O 00 e E CL N � to 0 ~Q U VJ N Z O= WOXc ,� W J < O > U � V)a. �, a .__j O 3 ) OI L" 3 O- QoNco D.D.C.Q t(0 DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: JWO MJB DATE: 12/20/17 JOB NO: ---,- PROJECT NO: 214317001 PHASE: 01" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBKO5=C6 12 of 34 Q) 3 O J z I ap 3 w U_ 0 CC 0 Z z Q J d z a M 0 M 0 V U to 0 Y M i W W = 11-1 C.7 i O O 0 (71a U L 3 .a O 0 U) a a 0 0 �__ It CN 10*N co 0 3 i 61 M a- 00 00 N .- r - O N 'I-, . 0 O Z I R �1 * bey dp o aQN. ��S J ,Q N W ; or- ry Z > C.) o cs 1 S��3a< �P1�' in sa c � 0) s �Cf 00 O 00 e E CL N � to 0 ~Q U VJ N Z O= WOXc ,� W J < O > U � V)a. �, a .__j O 3 ) OI L" 3 O- QoNco D.D.C.Q t(0 DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: JWO MJB DATE: 12/20/17 JOB NO: ---,- PROJECT NO: 214317001 PHASE: 01" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBKO5=C6 12 of 34 Q) 3 O J z I ap 3 w U_ 0 CC 0 Z z Q J d z a M 0 M 0 V U to 0 Y M i W W = 11-1 C.7 i O O 0 (71a U L 3 .a O 0 U) a a 0 0 �__ It CN 10*N co 0 3 i 61 M a- 00 00 N .- r - O N 'I-, . 0 Ld J O . ry n z I r"). O Wz � �� Q Q 017-- L.Li I ry Ld oZ J Q I < 0 Li m U 0- n 3:O z U >_ Q I— ry U 0 Qf O 1- V) sa c � 0) s �Cf 00 O 00 e E CL N � to 0 ~Q U VJ N Z O= WOXc ,� W J < O > U � V)a. �, a .__j O 3 ) OI L" 3 O- QoNco D.D.C.Q t(0 DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: JWO MJB DATE: 12/20/17 JOB NO: ---,- PROJECT NO: 214317001 PHASE: 01" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBKO5=C6 12 of 34 Q) 3 O J z I ap 3 w U_ 0 CC 0 Z z Q J d z a M 0 M 0 V U to 0 Y M i W W = 11-1 C.7 i O O 0 (71a U L 3 .a O 0 U) a a 0 0 �__ It CN 10*N co 0 3 i 61 M a- 00 00 N .- r - O N 'I-, . 0 ss RAW ROCKEFELLER STREET f H JUJ j ,..,..., .i } ,. •. r ii i...f f 1 S / if AQP•., rr ,r•.. x..,.... Ff,, �..,_..., r.. .125 j{ (I , •.l.,• ... ,���• ,�Jr,,rr Jr,r, �.>rrr, #.............»»........ ,�; a v 134 "�"""'.� ;,,... , ;,., , � ,,.. »,, , ,--., ° 1ZZ # 0 s ::: ! 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B. 55/120_: 29 SCALE IN FEET PANAMA LN 1 .,., 0 5 0 20 si » ..............».» »» .............. ; ` ` qr, ..............- ----»-,.,,..,...,,........_ r, y „, ......... .»».»».»,,,.------ ......,»,,,,x » T'•:.'„> . ..»,..............,»» l r•• »„»,..•..........-».»,».»-»--..,,.....:.... » ..,» sf r.. ................».,, , .;YET. .......»-..».-»» ......,......»»»„• » y •, ».......................,.,.... » » i� � { ......................»... G(p) ..........,...... s .t': , £-. ....xxx............ x' OH : ,»__ . » ..... POINT TABLE POINT # NORTHING EASTING ' ELEVATION DESCRIP11ON 101 2296065.21 6232869.04 355.52 ASPHALT ME 102 2296063.40 6232869.91 355.48 CONCRETE ME 103 2296061.64 6232870.76 355.35 CONCRETE FL ME 104 2296061.00 6232871.07 355.80 CONCRETE ME 105 2296059.80 6232868.31 355.81 CONCRETE ME 106 2296055.76 6232870.26 355.90 CONCRETE ME 107 2296056.97 6232873.01 355.87 CONCRETE 108 2296055.32 6232878.75 355.94 CONCRETE 109 2296047.89 6232917.16 357.71 CONCRETE 110 2295999.62 6232956.33 358.36 CONCRETE 111 2296006.57 6232964.89 358.01 CONCRETE 112 2296009.10 6232968.00 358.00 CONCRETE 113 2296004.54 6232978.50 358.60 VESSEL PAD 114 2295970.55 6232977.69 358.60 VESSEL PAD 115 2295969.74 6233011.68 358.60 VESSEL PAD 116 2296003.68 6233012.49 358.60 VESSEL PAD 117 2295995.84 6232986.88 358.60 GAC VESSEL 118 2295978.84 6232986.47 358.60 GAC VESSEL 119 2295979.49 6233003.75 358.60 GAC VESSEL 120 2295995.44 6233003.71 358.60 GAC VESSEL 121 2296050.42 6232908.74 357.37 CHAIN LINK FENCE 122 2296070.56 6232920.84 356.86 CHAIN LINK FENCE 123 2296009.44 6232965.26 357.84 CONCRETE FL 124 2296075.95 6232898.16 356.04 CONCRETE 125 2296078.47 6232899.36 356.04 CONCRETE 128 2296081.06 6232895.94 355.95 CONCRETE ME 129 2296082.56 6232891.66 355.93 CONCRETE ME 130 2296082.79 6232890.99 355.44 CONCRETE FL ME 131 2296083.42 6232889.20 355.56 CONCRETE ME 132 2296084.09 6232887.30 355.63 ASPHALT ME 133 2296070.79 6232900.13 356.18 CONCRETE 134 2296072.63 6232900.90 356.01 CONCRETE FL 135 2296074.48 6232901.68 356.17 CONCRETE 136 2296072.44 6232896.19 356.02 CONCRETE 137 2296063.47 6232927.85 357.18 CONCRETE 138 2296061.84 6232926.57 357.01 CONCRETE FL 139 2296060.21 6232925.29 357.18 CONCRETE 140 2296058.48 6232883.49 355.96 CONCRETE 141 2296066.00 6232877.86 355.39 CONCRETE FL 142 2296059.87 6232878.18 355.89 CONCRETE 143 2296078.11 6232888.62 355.43 CONCRETE FL 144 2296078.50 6232894.77 355.98 CONCRETE 145 2296019.86 6232939.91 358.30 CONCRETE 146 2296052.01 6232902.83 356.95 CONCRETE ME 147 2296050.36 6232908.56 357.37 CONCRETE ME 148 2296024.36 6232979.43 359.00 STORAGE TANK 149 2295999.62 6232956.33 358.36 FG 150 2295987.54 6232978.09 358.35 FG 151 2296007.26 6232978.97 358.07 FG 152 2296008.73 6232993.69 358.07 FG 153 2296015.48 6233007.60 357.92 LIP WARNING POWER LINES OVERHEAD () c a APN: 497-670=09 W Know what's below. Call before you dig. 9 VICINITY V:,&:P 8907 ROOcKOEFELLER ST. _fY►) .. ELEVATION 363.45' USGS DATUM 6.1-1791 CITY RECORD No. rn v ,a .,OCL Ad '0L5.0 S;, co -Oocno CL -a 0 U•6NC7% w Q) 4) cn ,�c 0 on. �W� cu o. •= Tod o c0 0...o � p a�.� �ocuo�cn -�.� o -o O.O V.2 A(p) c.05p. v .5.0-0:3 � i Z5 "O ci :� G.0.d (On n) V) 'L 0 0' T? o, o E ao) ch `n •(D 5 cp 00-c-oQcIP 0U,(D V)- O E 03pW NG.W (U (LI Cl- a`)cop3��►-mo0 �5 0 CL 0 5�a`Z no) Q 0 W iii sa � Z ER i Z V 0 OLAJ V) sa � Z �I I zW O O LL_ ry wry_J 1- Q 0 >- W Nel 4 I- _ -� Q1 mm 0 . U �I n S O 1 - Z U O ry O :N% ' � s CCS G00 M`QO 9 I � QNB ul < U 5_ aNWoo C W 0 � �Z WJ <X c �`tU_ a O V) >U .Q 3 � 0 M Lw ap 3 Y C^ mom CCL Q DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: JMG MJB DATE: 12/20/17 JOB NO: ---- ROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET B 47- C 1 K C 13 of 34 3 0 J z I 01 z Q J J O Z O U J N Z 0 N O U Y m i H W W i .21 d E CZ L 3 .s7 O U a. I 0 C7 M d• N I E i a rn N Co Co A 4 X '4' -X X N1, R 4 /W ss ROCKEFELLER STREET C, (E ly(p) W(p P) A -R"v'EWA" A A SAW .CuT� A, ly A SAW: CUT:: (E)' CONCRETE CONCRETE DEMO :,:(E) -:.CONCRETE GATES ...... . ............... REMOVE (E) -DRIVE��. X. AN_D:::.:SALVAGE FOR 1;1 (E 12" IP111" INE 1.1: RELOCATION ,:':- . t /xll 7 ;c PIP, x;1<6 j St St TI• X /,I I .......... X"- . X . ............. I M A "f -E: < x 144// FENCE TO REMAIN HNK (E) ("HAIN (E), 011n) A UZ:: P11 P E 'k. CE W FEN -c� X //2 'LORM," X A 11%-�,IJEC'TION K)k A Al�> \X ,PX 497-670-08 (EL 127"TI-E LIN" SPECTRUM TELEPHONE 4' U E- Ul N L SUBSTATION .... ...... P1,P' WVI -ER VA,1...R BS E" D, 2" 8 12 REMOVE & DISPOSE OF ±13 LF OF (E) PIPE Z- 0OH CISOH .... . OH . ........ OH ......... . ......... . . ........... .................................. 0H . ................ OH ..... .... ------------------ . ....... . ........ . .... OH OH OH41V 4... OH OH . ............... OH . ..... Op H .......... ..... OH . ..... OH . ..... H ...... . ....... OH OH . ..... OH OH ......... FL .. ......... OH ---- — -- .... ...... ---------- . ..... �5 ........ ..... ......... -X: ...... .......... ..... -a p --- ---- ............... ........ . . ... . ......... ....... —40 — ----- . ...... T .... T( . ...... 4.4 ......... . . ........ . ......... ..........4 4- ....... . ......... . ................... ......... .... ..... ------------- .......... ........ ------- 4�11 . ... . .... ........ . . ......... ....... - ---------- - --- . ... -- ---------- �.: ......... ................. . . ................... 4, ...... ........ ....... . ........ ........... . .................. . ......... . ........... . ........ ... ......... .................. ........ — --------- ......... . M ....... ........ — ------------ ........ .. . ......... 161 ----- ...... .... . ..... G(p)k���PROPERTY,:: LINE u . ..... . ..... . ........ G(p) . ........... r . ............ G(p) ...... /�31P) ............ G(p) . ....... . .... . ..... G(p) . ..... .... c(p) . .... .... ..........A.P.N. 497-670-09 G(p) LO TRACT- MAP 1.`:NQ.-.6307 ;� PANAMA LANE M.B.55/128-�12 9 1: SOIL BORING LOCATIONS .' SHOWN ARE APPROXIMATE. 20 FENCING TO BE REMOVED . ....... ......... . ......... ...... .. ;.- REMOVED .... .. .. ..... "tOCKWAI WARNING POWER LINES OVERHEAD OH — --- — --- ..... OH . ........ . .... — OH OH ........—v OH— ------ MB OH........ . ........ — OH OH . ...... .... - OH ............ OH . ............. OH . ........ H... . .... OH . ........ OH — -- — --------- OH ...... . ........ .......... L .......... G(p) ................................. G(p) . ..... ...... G(p) ................ SCALE IN FEET 6.1-17 91 0 5 10 20 CITY RECORD No. Know what's below. Call before you dig. -0 W c -o 0 cn ci o (D (U Cm 0 rn CL cn 0 0 W.G 0 a Jd r- O� CL CsaOPO. 0 0 (D 0 0 WA-- 'oa0 C'N 0 CL > -0-1- W =— >0 & Q3 0 •O (n cn a "a WO Uj 0 Uj0 0' r- 0 C 0 r -(n E`O 5:5 c -c —c —c L —c ot O= 02 >,(j cp m a., -0 cn 0 0 -c m cn Q.:L 1 > 0 r- 0 0.0cn0 -7q CD wen 0 cn W IV CL C-16- OcpO— CPO 0— > 0 c=-- — %-�= cn ONa. a — V) -S 0 CL cp O> cn CL 0 E Of %- cn -5.c 0 E 15 m (n 25 c p 0 DO 2L CP %- Co cq cn (D -0 C'O 0 C O_ r - E a Uj CLW v o cn- 0 cx. " CL %- "D v V Q) E CLO 0 1- 0 t-- L- = x >,cn-c OZ., 6E (D %- U) COcn 3, = — — = cL WOO .CU:3 Q Do O. O 0 Z °'-tea` :)�CL.00 43 01131 C) ca 00 Q. cj "I lu_j < 5 E cCE 0. 1-Z 0 to z Li U- c;b N 0 > ou �j U-6. Xc 4, c) Uj Lo c:j JL0 rVO4 Uj '4�� L151 00 m to Q to DESIGN ENGINEER: MATT BARNES LICENSE NO: .79145 OH . ........ . .... — 0 DRAFTED BY: CHECKED BY- JMG MJB OH ........... DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K47—C2 14 OF 34 0 Z 1 C71 Z a - __j 0 z 0 U Z 0 V) 0 m LLJ 0 Z Z O0 2 Ld m CN MY I-- LLJ LAJ 0 O E CL 0 U) a Q. O c> r- c%j I-, co E 01) 04 0 c%4 N�-- C> c%4 6 Z Nv do - rl- C N��Q` N LAJ C> > C.) r C) ca 00 Q. cj "I lu_j < 5 E cCE 0. 1-Z 0 to z Li U- c;b N 0 > ou �j U-6. Xc 4, c) Uj Lo c:j JL0 rVO4 Uj '4�� L151 00 m to Q to DESIGN ENGINEER: MATT BARNES LICENSE NO: .79145 OH . ........ . .... — 0 DRAFTED BY: CHECKED BY- JMG MJB OH ........... DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K47—C2 14 OF 34 0 Z 1 C71 Z a - __j 0 z 0 U Z 0 V) 0 m LLJ 0 Z Z O0 2 Ld m CN MY I-- LLJ LAJ 0 O E CL 0 U) a Q. O c> r- c%j I-, co E 01) 04 0 c%4 N�-- C> c%4 I 0 0 0 0 I— tri V) —J Ld Zv, ry 7;7 J < W< m n n 3:: 0 F— z 0 F- -j :20 LTJ 0 C) ca 00 Q. cj "I lu_j < 5 E cCE 0. 1-Z 0 to z Li U- c;b N 0 > ou �j U-6. Xc 4, c) Uj Lo c:j JL0 rVO4 Uj '4�� L151 00 m to Q to DESIGN ENGINEER: MATT BARNES LICENSE NO: .79145 OH . ........ . .... — 0 DRAFTED BY: CHECKED BY- JMG MJB OH ........... DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET C B K47—C2 14 OF 34 0 Z 1 C71 Z a - __j 0 z 0 U Z 0 V) 0 m LLJ 0 Z Z O0 2 Ld m CN MY I-- LLJ LAJ 0 O E CL 0 U) a Q. O c> r- c%j I-, co E 01) 04 0 c%4 N�-- C> c%4 ROCKEFELLER STREET -- ----- . .......... ... ....... - - ---------------- (E) FL 355 (E) TC 355.91 4 (E) FL 355.49 (E) TC 355-99 V -1 -Ir R A J A ff 2 31I TC ±356.42 ME FL ±355.92 ME 3% MATCH C 355.99 7. C 35 F ......... ............ .......... ............ .. LC 355.98 C 357.18 FL 356. 1 A, P, N, 49 7 0-10 ............ ........... ........ RESDEN11AL ........... .......... .......... TC ±355.87 ME . ........... FL ±355.37 ME C 355.89 >..rF+ T� SS 355.8± C '4 T ------- . ..... ��S 'JO.AATCH (EY"FL 357.01' 0 0 :..f - '4 ............ ...... . ....... .... ....... ... ... ........... 17 357.4± C V 4 MATCH (E), .1.9% MATCH (E C 355.94 355. C I Yr) A 7 C__ 357.0± . . ........,.,r. ...... MATCH (E) 0.67 CP 4 4 Ida X357-5 C 357.71 (E) BLOWOFF BOX TO BE REPLACED WITH 4 TRAFFIC RATED BOX AND: RAISED TO FG 0 2.j., '0 X Z VG 4 4 . ............. . .........b, "4 . ......... -{. ......-... Y ` \ ».. w. ,»..., ••%' •%z . 5 •• 0 S X :PAD ELE 359. 4 X357.2 C 358.30 SWALE FL 357.84 FG 358.07 L . . ...358.007 C -y X111., 34 4 A, N, 4 00 7A Src.%omum ir.Lcrnvmc. X357.8 C 358.01 SUBSTA11ON (Xx C 358.36 A GRADE, BREAK. FG/GB 358.35- ...... LJ 0 DAYLIGHT :LINE I FG 358.10 C 358.60 (1 4 2Q�. ����S % 8, X357-8 'G 358. 00 v �F3 22 358.60, • % % 8, 1 0- 1 1 11 /1l I - I A^ 91 X357.7 C 358.60 FG 358.34 FG 358.10 1� 11 �1161 ....... ......... - - - - ....... . .. ........ . ........ - - - ----- ---- - - --------- - - ---------- - ... ........ C 358.60 ........ . .......... . ... . ................ ...... .. . ......... . . mm, 'J . . . . . . . .............. ...... •(`,��All . ....... ; ......... ......... H ................ ......... . .......... 0H "M .... . . . .... . ....... ho------ ............... - . . ........ ........ . ..... .......... ... ............ �.:. I ..... . .............. . ................ ........................ e. 11_1� 1 .11.1 .......... A A Q1111111� ..... 1_11.1�:; .. . ........ . ............... OH . . . . ......... ..... ............ ..... - - --------- - - - ....... OH ...... ........... - --- - ---------- - OH .. .. ........... i__ ... .... ...... ..... ou . ...... ...... ......... . . ..... ..... ...... . ...... ...... .... .,.5........,,», (j,� . ... . .... . ............. .......... .... ?.:,% ...... .......... . . . ........... __', ... 7 . .......... -------_v . ......... .......... . .................... ...... H ....... .... ............ ... . . . ..... ......... ............ . ... . .............. ................ . ........ . .................... . . .... :::.. . . . ........ - - _-_ .......... / .......... d P ............... ............ ... . ...................... ......... ... ........... ... .... ............... ........... ___ ............ . 4 ......... .......... !!!!!!!!m - - . . . . . . ................. . .......... - - ------------------- 4 - PANAMA.: LN. ................ . .... . . ........ .................. 1-1 . . ........ . . . .. ............. - - ---- . .. . ........ ....... CL: ........... . . ..... : .... �:,:: ........ . . ...VKWtKIT.. LINE oRo:497!:L:670 09* LO T 8 , TRACT -MAP LNO. 6 .07, 56/128-129 . .......... ....... .. .... . ........ . p6A ... . . ....... ..... . .... oi .. . .............. . ............. .... . . ........ . ..................... . . . ........ .......... WARNING POWER LINES OVERHEAD cn "D 0 a cp LC8- 1: O'd 'n 'F cO 1 CL, -0 (> ,c , _0 c 5 5 c 0 0 9 7Sn ,5 c c 0 rw Lj 0 0> O�W-c UO O"-60- (U cn LLJ W L_ m 4) 0 CL 4) LLj OC 27, 2 = - stU 0 � >�- E -o- I- cap -c .121 .0 0 %-- - 3c 00 CL 0 LLJ 0 0 =0 NE= 0 coc 0 n 0- a- - 6- -Cj _jp O' 0 , !:,0 -w-c -_.0 0 .0 CL (n CL -0 cn > =(U (n CQ cl. cr z cn (n COL CC :E.2 010 O.f180 P R > -0 , , = Ocn CL E 0j n (n ZD %.w (U v 0 op C14 z,-00 -6 C1_ 2-0 Z5 L. to cn (U CD (v 0_ Z'15 um'.Q a E"Ow C W O.W (j mw Z5 c q L4 4vs cp W E a. o �5 � .7'"a uj.�= x >, ch t: a Z_ . . .... ..... .... cn : � LL: :L: 0- Z5 . . ......... . CONSTRUCTION..�, LEGENLID-L. L .. .... . 0 z 15 p �2:, (U c0 20' WIDE GATE r4 IUMP c 0"a E .0 d- 6- .0 0 ib D8 esT BOLTED STEEL TANK D2 cF CHAIN LINK FENCE D8 cP O CONCRETE PAVEMENT SECTION D9 Dw DRIVEWAY K4 D9 DRYWELL D5 sw SIDEWALK r4 D9 vG O VALLEY GUTTER D5 : PROPERTYBOUNDARY NOTES 1. REFER TO CBK47-C4 FOR PIPING PLAN. 2. REFER TO CBK47-E1 FOR ELECTRICAL PLAN. 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO POINTS ON CBK47-C1 - HORIZONTAL CONTROL PLAN FOR LOCATIONS OF IMPROVEMENTS. 6.1-1791 CITY RECORD No. � a lci C) coo, co'D U, CD Hj C-) 5:5 ��o v! W�� GE 0 0 Uj 0 (0 ou:j: J X, Cz �;u U- > o. q; Q R) - U_ (n CIO Ln LK O rC) W ._o^/c:, M to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED B T CHECKED B JMG MJB DATE: 12/20/17 JOB NO: ---- ROJECT NO: 214317001 PHASE: 0 in ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBK47-C3 15 OF 34 z do 2Q�. ����S N cn � a lci C) coo, co'D U, CD Hj C-) 5:5 ��o v! W�� GE 0 0 Uj 0 (0 ou:j: J X, Cz �;u U- > o. q; Q R) - U_ (n CIO Ln LK O rC) W ._o^/c:, M to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED B T CHECKED B JMG MJB DATE: 12/20/17 JOB NO: ---- ROJECT NO: 214317001 PHASE: 0 in ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBK47-C3 15 OF 34 0 w E CO < 0 L.Li J wr.,__J -,e < < cn I n 0 M Z < LJ F_ V) � a lci C) coo, co'D U, CD Hj C-) 5:5 ��o v! W�� GE 0 0 Uj 0 (0 ou:j: J X, Cz �;u U- > o. q; Q R) - U_ (n CIO Ln LK O rC) W ._o^/c:, M to DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED B T CHECKED B JMG MJB DATE: 12/20/17 JOB NO: ---- ROJECT NO: 214317001 PHASE: 0 in ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBK47-C3 15 OF 34 ss ROCKEFELLER STREET . ............... . .. . . .. . ................ p ..... . . . ........... ell A -'J/ A". A IZI 1 X, ...... .... "', . . ...... . ......... �: ..... A A' 11 ......... 1p. rr ir rr ir -Y . ............. . . .. e. 101 Z/F' `4 41 4 .......... . A A ... . . . ....... ....... /4 1A A 4 ......................... ....... .. . ...... ... .......... Ifi 4 4. X/ A 4.5- ...... . .......... *.*.*,',',',*.' DESIGN CRITERIA TABLE NOMINAL FLOW RATE 1,000 GPM NUMBER OF VESSELS 4 TOTAL CARBON CAPACITY 2,850 FT' EMPTY BED CONTACT TIME 21.4 MINUTES HYDRAULIC LOADING RATE 4.4 GPM/FT 2 BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY DRIVEWAY PIPING LEGEND DESC. TYPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC—G PVC—GRAVITY ss RCP RE—INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE SEE PIPING NOTES ON SHEET G4 FOR PIPING SPECS "f f +',ffr, 4 INF INFLUENT EFF EFFLUENT A _7 0 ...... 10 BW BACKWASH :m ;> 4 c .. ...... 6� RESDEN11AL SD STORM DRAIN BLF WELL BLOWOFF ........... WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN . .... PE POLYETHYLENE TUBING VB VALVE BOX Z 4 FLG FLANGED JOINT MECHANICAL JOINT ABOVE GROUND PIPING ME TO: .. . .. . THE . . ..... 315.* WILL THEN: BE CMWYED BY THE LOCKED POSITION. S R ::TH S N CITY BASIN E: WEST E 0 0,F::;. ... ........... - ...... 2. MAXIMUM SPACING BETWEEN ABOVE GROUND 4 X Al PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. . ...... . ............. • > .. ...... ............ . S 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING 0,VMfLOW. 21- 02 DIP -8 -WTR 'o-270! TEES OR REDUCING ELBOWS AS NECESSARY FOR A PROPERTY ALL PIPE SIZE TRANSITIONS REGARDLESS OF ;/U i BACKWASH INLET ME, Rtlt FT 26� rt b1A TALL WHETHER SPECIFICALLY NOTED. EITHER h? :904:290 SETBACK BACKWASH/ UsH.,8.O.LTEb:::: REDUCERS, REDUCING TEES OR. REDUCING L: 4 ......... y, ........ . ..... . TANK:�, ........... STORAGE. ELBOWS MAY BE USED TO ACCOMPLISH PIPE SIZE CHANGES. :N. X11 ell MANWAY CLEM'OUT" 25" 5 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ?; X ON FIELD AND RECORD INFORMATION BY OTHERS. A - RAILROAD < 1011 7' CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING MATERIAL DURING Z/d Y/ 7-- 7 nCONSTRUCTION. A N 4 SPECTRUM TELEPHONE 1145. REFER TO FOR VESSEL AND VESSEL SUBSTATION 7 (12" DIP -INF- SLAB DETAILS. .K. 12" DIP-EFF-WTR) GC (TYP) 6. ECCENTRIC REDUCERS SHALL BE INSTALLED —13W—WTP 12" DIP A.e WH ST > FLAT SIDE UP CIP P: JLI (TYP �A!:-A, I TY W/ 0B1<474�05` ( C 12R Ts 12T S) (TYR) " p 0'(TY W. 3 O I (TYP) (T. �:: �: 1.27 11.ep� 10� C900PVC :1 P-INF-WTR CONNECT10 . . ........... . . OR 8" DIP-EFF-WTR 11 T Q �(E) BLOW OFF -BW-WTR 0 r 12" DIP TO: STREET.: {. J ovemem ......... !!!!!!!t F ::0 ...... ........ — - ----- 1711 --- — ........... I I - . . ........... - — -------- I q 14 ... ............ WATER A. 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SS ----- — ---------------- " — — -- — -------- — — — — .........»,,,,».......- 010 SCALEO.. WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. C0N5jl3UQ33OHAEgEND... As O ADJUSTABLE PIPE SUPPORT D4 BURIED GATE VALVE D4 BST BOLTED STEEL TANK OD2 CIP O CHLORINE INJECTION PORT r3 D5 PT DIFFERENTIAL PRESSURE K1-0 TRANSDUCER �D4 Ss O SAMPLE STATION D11 sT SAMPLE TAP D5 TS TIERED PIPE SUPPORT �04 WHARF HYDRANT - 2 O FIRE HOSE ANGLE VALVE K�6 (FEMALE NPT X MALE NH) D5 ................. PROPERTY,::, BOUNDARY DIRECTION OF FLOW GC GROOVED COUPLING FCA FLANGED COUPLING ADAPTER 12" 90- DUCTILE IRON ELBOW 12"x8" DUCTILE IRON REDUCER (1'2-T) 12"A 2 to x1 2" DUCTILE IRON TEE (2'A -b 12" FL X MJ ADAPTER (1'6-S) 16"02" DUCTILE IRON REDUCER 6.1-1791 CITY RECORD No. 0 SCALE IN FEET 5 10 20 -0 (U •o o r_ Cia (D 01 0 .0 c D CL >,,- jd cn (71 L 0 (U.c 0 C) Ad c CL �D. (A . 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CL M to to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED B. CHECKED BY: JMG MJB I DATE: 12/20/17 JOB NO: ---- ,ROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET CBK47-C4 16 OF 34 hwNcEmmom! m riLe - EL. 358.60 o � d f, r' N <° 4 •. 4 p FINISHED GRADE' I (APPROX.) 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''. �.,;. ., ,.. --,j :.; POINT TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 101 2301207.46 6230711.48 359.81 VESSEL PAD 102 2301173.46 6230711.04 359.81 VESSEL PAD 103 2301173.90 6230677.05 359.81 VESSEL PAD 104 2301207.90 6230677.48 359.81 VESSEL PAD 105 2301202.73 6230657.62 359.56 CONCRETE 106 2301170.65 6230677.07 359.41 CONCRETE 107 2301202.47 6230677.40 359.69 CONCRETE ME 108 2301158.70 6230657.06 358.65 CONCRETE ME 109 2301198.98 6230703.37 359.81 GAC VESSEL 110 2301199.21 6230685.37 359.81 GAC VESSEL 111 2301182.14 6230703.15 359.81 GAC VESSEL 112 2301182.38 6230685.16 359.81 1 GAC VESSEL 115 2301155.48 6230693.81 360.01 STAND PIPE 116 2301169.97 6230680.92 359.40 CHAIN LINK FENCE 117 2301158.43 6230680.85 358.97 CHAIN LINK FENCE 119 1 2301145.16 1 6230694.03 359.82 1 CHAIN LINK FENCE WARNING *1 POWER LINES OVERHEAD N, kPN: 497 '931-3' 0 Know what's below. 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I PLANS IS BASED11.1 UPON RECORD INFORMATION TIED TO PHYSICAL1. DESIGN ENGINEER: MONUMENTS AND WAS PREPARED UNDER ITHE DIRECTION OF MATT BARNES a Y P 1.4', TIMOTH M ODOM,I LS $ 68 LICENSE N0: 79145 E A F IN11 I B S 0 BAR OS . ... _. _ . __I 11_ I_III�I I_I. ���__..�lll�l A _.I_._q_I���I�I I_111�.11.111 II I All l 1 I I I I 1 1 1 .IIS _ __ _ _ _ , _ _ _ _11 _ ___ - DRAFTED BY. CHECKED BY. CCS83, ESTABLISHED BY GPS OBSERVATIONS : L : ; PAD MJB SITE ''BEN!CHARK DATE: 12/20/17 1111.. ... ..; ;, .. 1111 .. BRASS CENTER .LINE DISK IN THE CENTER IOF THE ;CUL DE SAC JOB N0; ---- .. .. .:. ...: ... . ... .. . :. .:... .. .. . RTHWE T E F: A 0 T DR VE. AT..THE.NO ___S _ND 0 U_CH COLA _ I ,. = PROJECT NO: 214317001 ELEVATION = 357.34: NAVD`88 DATUM I _ PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR 6.1-1791 REDUCED OR ENLARGED PLANS. SCALE IN FEET N 3 O Z I cp 3 Z Q J a J O Z O V J Q F - Z 0 N_ FX O U I 14" LO Y m t - W W 2 .O a C7, E _CL U %- 3: 3 O 0 to a 0. I s O r - M It i1,��, y" ) V N I U) 6 m IZ LO O r- - O N SHEET CBK54-ci I I 1 18 of 34 CITY RECORD No. I N 3 O Z I cp 3 Z Q J a J O Z O V J Q F - Z 0 N_ FX O U I 14" LO Y m t - W W 2 .O a C7, E _CL U %- 3: 3 O 0 to a 0. I s O r - M It i1,��, y" ) V N I U) 6 m IZ LO O r- - O N 7)b . ............. E . ............. . ...... —E . ..... — — —E — — ------------- —E ...... — — ------ — —E — — — ------------- E ........w.. E —E E...... — — ------ — —E ............. E . ........... ........ ....... tee ............. . ...... — — ------ — E— —E ............. . ............. —E ...... — — ----- — E' ....... . ............. E . ...... — — ------ — —E ............. . ...... ...... — —E . ............. . ...... —E . ...... . ..... ---- — T . ....... . ...... .(E).:...BLO.C.KWALL,.:(.P.ROTEC.T:. IN'PLACE); .........~....:....:......... LACE) —/ . . ...... . . . ...... ...... . . . . ....... . . . . ...... . . . . ....... . . . . ...... . . ....... ...... . . . ....... . . . ....... . . . ....... APPROXIMAT',:: /A L: J-1%0 h E l�v Y.'TER ....... s, VA UL1 .......... ........... ...... — ------ - G A t ki '>A su N1 NE BS T)'PUIJ, 7 ....... . ...... \.j . ......... .. }�y)£}� 't%I{{.rr,;`.e... �r f s ) }d . ...... . ...... 'PIR"'Ok WA -111 Ll-( Cw: 1--NN1 % 4 . . . ...... MPLR,41GSAT,'0N ........... IN, III, 1 4 sj SAW CUT REMOVE ±30LF " (E) CONCRETE (E) FENCE & STRIP & ENC`--L0U1 . . . ........ . —F I ti- 1/01 ---------- REMOV WEL, DEMO PORTION OF El� '(E) WATER . ............. . . ...... VALVE (E) DRIVEWAY 0 C REMOV. ca 12" -PIPE 'REMOVE < . . ....... ....... REMOVE 0 .143'. OF c ..... ( 4" DI -4 E) (E) BLOW OF 'RANSFEf", . -� I 4 RIPE V" 4. MOVE, (E) ME NI & N-, 0 'N PROPERTY UNE 4. � e � RESIDENCE A.P.N. 497-931-31 N NN LOT 31 U,,,;.,: GA SU N E, /TRACT NW. NO. 6167 UN. 2 N6, N-1 CD -N N.N IN, N, SEWER� I -N N, 'IN N N`N S N "R A E N' N, "'N"N' G"N1111 A ............ N� "IN11, NIN-1 NINN, I'ER'I'NE tilt", m 1 `11, IN. INN "INN" N� N. /* NN -N, NN. Nr= Ll N -N l� - N--1 N. 4 N-1, ell *4 -N N, 4 6 N"I < N�IkI-I NN -1 4 'N NO 'N -N, I N-N`N E E NI IN WARNING POWER LINES OVERHEAD VYY- DEM.OLI:Sn.... PROPERBOUNDARY BS SOILS'': BORING; : LOCATION:,::::': Is:: SHEET) (S. E E IN OTE: NOTE 1. SOIL BORING LOCATIONS SHOWN ARE APPROXIMATE. SCALE IN FEET 0 5 10 20 6.1-1791 CITY RECORD No. Know what's below. Call before you dig. -0 (D cn --0 0 0 0 CD :3 0 1.- CL c >,,- old , L- 0 cn c" 4).rn CL Ljj cn > (n0r"o CC jQ cn 0 (L ) LLJ cp CL 0 0 (t) 0 > 0 m tn.c O"a 0 0> 5(D'a cn n Cn cp �5 Wc c c'—= cp— E -00 %- 00� 3: c 00 Uj 0 c 'u 'Q-) =0 (n E > cn 0 0 0 0E, = 02 0— CLW—O-.;5 Js >� 0 CPO 0., -01= 0 — 1"D %—a CL a — CLAd cn %- c) = pCjd CL 0 CL 0 -C�00-0 %.. � — %- cn Q) (3 000 a: z � r- > (n 0. W"o c (U 6 (U c)- C 0 cp 0 (710 (D — > > 0 (t) c — — - %-�= 0> cn o E o E w 0�75'c qg 0 T W. 0 (U 0 (71 0.cn .G >,.E - C14 .0 0 0 WCL Cp %- (71T 0 (n (U %&- M Q C C"a 0 r- O-cn= I --Z 0 cn= E 10 C Lu W CI.W 0 (U CL 0 W -0,cN -a �p CT OwE 'c' I Om %0- t --%- X Z.: W cn R, ,_ cn c 0 0 U :3CL C) Q) 4) rll z 0 0 yW 1 fo 01°o- 0 ry Z o z�S��3b F- o __j 0 cr— F- 0 0 7F (D 0 0 Ld 0 1 1 V) V) z I < w ry 0 U') > Ne, < ry I < M m n 0z 0 C) < C-) F— z 0 V) 0 0 W W F- a z 0 z0 P= -j LLJ 0m Li C14 LO m .3 Wm 00 ro C-4 ff) LO m I Li Uj 3: O 5 < E .7 F--: 0 0" (0 Q Li < U- CL c 0 > L) 0 Ln E (n to, N NC1 W C> Y(Z 00 CL 0 M (D CL DESIGN ENGINEER: MATT BARNES LICENSE NO: 79145 DRAFTED BY: CHECKED BY: O PAD MJB DATE: 12/20/17 C14 rn I--, 1-t JOB NO: ---- CN CN PROJECT NO: 214317001 PHASE: E 0. . . ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 0 SHEET CB K54 -C2 19 OF 34 C) CN 5'-p" - PROPERTY' ..................................... SETBACK (341 .., x.^.....x.r, .... f ::.:..: ,_...................... „ ...... ..mi x,,,.,.. v.. ...... .��......,x. l # ,,.•._�,,,,�,..,,.��.......,,,, .......,.,xx ,..x.....................� ............. x,.. Fx#, .......x,,. ..x., ' , ,`".,,..,..,,,,,. .......,.. ............. xx.,,.,x........,....,. .. -��.. ., v.........., ........... i• ...,.. ............. .. .... Y� ...... .,...,,,...,. .xx,,.,.,. .,..,,....,.. ............ ,r �•� ;�f. s� ._',` ' C 359.81 ._`'.. ...... ...... ..~..... r'. ...:...........:":x. .::...j..,......~.::,.,x-- ............... x..,..~...... x,~~....,........ ^x,,,,...,........r . .............»., ..,::,:....,. AC 53. 359.81 ..xxx9.6E F G xx...... ,,, ,.....s.x,,x_.:� .::....v.....r....... "....... x .....x.........:MATCH (E) µ xxx................x....................xx..x.,.............x,x� ~., .,$ MATCH (E) I # C 359.56 $ #` X359.74 ..� f 5' 0„11 s / r $ r, s PROPERTY; # xx...,.x...x x.._.~..........................xx..,.,." ° 359.6 rr 9 ° SETBACK f .. ............. ............. ~x........ „ f x, BO o 54 ® ®54B ° ° • X359.52 j X359.61 X359.28..w...:~....x ° a �F. 59.29 �. ; ° a Y# x....x»,xx...............~.......,i,,.,,x,,,.................. ;,.,,...,,; „x..,....... M,..,,.. # # " �'♦ f X359.55 # xx .......,:.k v A $ $ '•n. f ' .......xx...x.............. ......,_.x...............x,..' C 359.81 � dab � 4. ........------ , + °... 359.4± FG . 359.26 + � ` $°:'� X £,.7 fig' ~.% -- MATCH (E)- , I r .359.4E FG ..., , $ # , x.. .~,x.. a 'MATCH E ixxx ...... r 3 %,.,.. ,,:..v o r xx....xxx f / ~..... _ O C 359.81 ............ ............ / f: a r , i ... '.. �~.. a.:" $ xo 359.4 FG ,k ° :. { ..;.� ..,i f.. r,,:,. ✓•'�^.. /` <' %............ .,,,, ... .. ''s V st 5 ° V ice. p �,/ SS ;•.!!:' % r "•ir• r.,X- r M] ! % ....,,,,,,.xxxv..............x.,x,.x............. , t.rr...: �..,:. r.. r=,.:,::; :,,.r1 : ,..r •'.r .: � , - .,,x,,,.x...~...~.... � .,� • , � . •a r 359.4E FG � MATCH E 9. X359.20 O el ~...... `�� o MATCH (E) , `` Err•,..,. ,,,,nr% s. r..'.....~� $:..• ,� :-• � 41 `....F,',' 20 -0 ; r - a • ° , . CP +rwr : rn% ri..� -PROPERTY f ,.,,..,.. SETBACK :. d n" ° „j LIP 360.01 jf $ Err.,,.. i.,,,, f •. „ ,. w� Fi r •,r, jJ .. _ #.:.r �-r•"'; ti � ,:.r.,� ,� � -- -� ,x � 359.0E FG- �., ::..� £x "• „ ..358.6± FG MATCH E () ,i$ R.i A� ^• , $ $ $ t MATCH (E) O , $ $ f . 'irir :,�:. rrr f., •arf.i, ,..•� •, if'�' %,r .r• �/ Sig ru•::: "� M1�•':• �F,"Q5 .rrr �J ' { # .,r.' / ,fry '•4 £ !� /`'r fy �! Fw.3 .`''•,.. N , 'iM%" .,.,,. ,.x,. ..... :.{, ,�i 0„3�. $ Ay..,,.� r/`s >(E) C 358.46 (E) TC 358.25 •ter ��% ® f s �,�................f 'r,r' rte`"(E) FL 357.75 PROPERTY LINE RESIDENCE r a I A.P.N. 497-931-31 LOT 31 TRACT•• MAP N0. 6167 UN. 2 a ff / ., ,.... ff'S • # rl J i 'f 4 J ,G' .I '..r„ xT r•.5: # j, $ < _ (E) TC 358.17`, i ,f (E) FL 357.6 7 �'-^: • :. ` (E) TC 357.85 x s # # n (E) FL 357.35 e voi r % $ i i h X (E) TC 357.73 FL 357.23 Uj+w ''••• 54 �' w, y a , X (E) TC 35 .11 (E) FL 357,61 TC 357.86 fV (E) FL 357.36 ^ .� (E) FL 357.15 `,,,•, ,' (E) TC 357.65 nX (E) TC 357.78 ......... .x.......... _.. E FL 357.28 � . , ; r .,xx,,--•,,., .. f,.. ..., ., 2, n,r. r :X (E) TC 357.70 ,h•, , �.. (E) FL 357.20 . { RESIDENCE , ....w.....,. ....... xx.... N..x...,..x.,x x,,,.., .... "�.. WARNING POWER LINES OVERHEAD Know what's below. Call before you dig. •o ch 0 o.co=.- 3,1.- s 0 00' >,'- �3 - c W c o' 0 V.=•Q ... O p.�.p.L c 7 L'1 . N Z •✓ m ..., �c L -Do c-0ina(5 dWrnQ00Q,0>W.=0 LLJ (no 0 L N c 'a .0 .-• L �~ p '"•= �r 0 p 3 CL ocv u=Oo-(nE=`0 -a CL UnLpLN0�pC�_ 0<3orn CL 3>00r --I- _CPO W- s+� Q cL� as o .. N i y-�p `a a, hZp�O �o'Eu0i�a'awio5, Ocad Win.. 4 oL�•L L•... ai O F --Z o cn= c w cw N a.w cOi_�s C=9w ` CL CL - 2-%"0%_a0cCJ+ wt-xoo>;N•L5=s 5c •� dU N c c o �' U m `� U L n p Oz.c<1 ppNs'+_C,=%_NLoc al z O W ofz CONSTRUCTION LEGEND � ti O aQy c d'p cv Bo BOLLARD D5 ...► .Q LAJ N > V V CF CHAIN LINK FENCE Ds OCP CONCRETE PAVEMENT SECTION 5 D9 PROPERTY BOUNDARY NOTES 1. REFER TO CBK54-C4 FOR PIPING PLAN. < 2. REFER TO CBK54-E1 FOR ELECTRICAL PLAN. Z w � 3. DIMENSIONS ARE FOR REFERENCE ONLY. REFER �'- TO POINTS ON CBK54-C1 - HORIZONTALw V CONTROL PLAN FOR LOCATIONS OF � _j� IMPROVEMENTS. _j Q I Of m U IJ(� `s' O (� I- �-- <C U L1J Y 3 _j Z CTS 3 Z Q J Q_ 0 z Qy rIL V 0 z a W H M U I d• to Y m W W i V• E Q. U 3 .L) O U N N p s a. I s O r - r.) ,. 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III 54Bt , , f J J s •' ` r ...... .-. ., 1. rr'; f, ;..i»,,f,..•--i r i, .. � .I l,, 12R { o f I• w L I (TYP). # y fr .�,..J ....^. � �,• I ,<{: r{fly f = � � ` �y �► /:. .........................................-.{rlriff;.....,,,,,.,......»...-... �,, f;;;;;;;; i '•3, t— .� f f om f»..... ,..... _........... ...........» rr „f... ...^.,....,^, NC I 12T 12 j i ,.......`F • ` f .... , . 1'YP f= I f f• ' '" `F `£ rf •. •f, .rf i jt' .�� �/ 18 is ✓ •► 3 f �f i` � 'f : f .. 04 w f : ` fiGONN'EGT TO (E) ASj " S 12 GATE '{VALVE',",. rrrrr. »(TYP)' , „», ^ {r"", r• l,w, vffr. 'rrrr r. rfr err.; •rrfrf,: rrfr. ... s ........................................,.».,..�.,»....,,,»»,»„»,,,,»,», nrN>"..' .•----.. .......-..... ...... ; .,,.f y..........., i yff rJ ,. f, r•"'.1 •/'?%•.. :f.. r.:^..i,. cww> f f Y"'�5 •j•�O l r `,. 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'wr +.,, r^'" f :'i•^r.:f t( 4 %{ ,{,,•••i' ri ••. rr nrr^ '�J,,C's'r• .f. ,r.. µ% +rrr, j. ,. »., .,,»».. ft .0':.3 r., ,R„�rq. •,rq�,ri. X.a j+� { { !i% rr '` r ti.•• r 1, ` {rrF'• . ' 1 i �; • f% ./".f' ,r• t1c s Y { ..r-f•J%'i f f ;' yi ''` , '' PROPERTY LINE ,,r....f ,•, , �' RESIDENCE f t r f .s�.f A.P.N. 497-931-31.. f� ,., ,% • f6,1LOT 31 TRACT MI`AP NO. 6167 UN. 2 el 44, tv +yr S t t r. % t 'ti � {,.. � •�/ � `. f '•'' Jr ",�4 sr � $ � r � f r •,+i � rf xr �t �t { f ;tsy '�V {f{ f4 y, r�r j ;�_ j sf ��; 18" RCP STORM DRAIN ,r T CONNECT TO EXISTING SD. 5.< :.... ` SEE SMEET CBK54-C6 - STORM DRAIN PLAN AND PROFILE MH ti 0 ,e°t `•a , � `yam � ^•.• ••',•. , � ,Y � `� �1 "`•. •e,,., .,.r...,. RESIDENCE PIPING LEGEND DESC. TYPE DIP DUCTILE IRON PIPE PVC C-900 PVC PIPE PVC -G PVC -GRAVITY RCP RE-INFORCED CONCRETE PIPE WSP WELDED STEEL PIPE * SEE PIPING NOTES ON SHEET G4 FOR PIPING SPECS INF INFLUENT EFF EFFLUENT BW BACKWASH SD STORM DRAIN BLF WELL BLOWOFF WH WHARF HEAD HYDRANT NC NORMALLY CLOSED NO NORMALLY OPEN PE POLYETHYLENE TUBING VB VALVE BOX FLG FLANGED JOINT MJ MECHANICAL JOINT ABOVE GROUND PIPING BURIED PIPING, SEE PIPE 2 --- TRENCH DETAIL D9 NOTES 1. GATE VALVE BYPASSING TREATMENT SHALL BE EQUIPPED WITH A LOCKING DUST COVER SET TO THE LOCKED POSITION. 2. MAXIMUM SPACING BETWEEN ABOVE GROUND PIPE SUPPORTS SHALL NOT EXCEED 15 FEET. 3. CONTRACTOR TO SUPPLY REDUCERS, REDUCING TEES OR REDUCING ELBOWS AS NECESSARY FOR ALL PIPE SIZE TRANSITIONS REGARDLESS OF WHETHER SPECIFICALLY NOTED. EITHER REDUCERS, REDUCING TEES OR REDUCING ELBOWS MAY BE USED TO ACCOMPLISH PIPE SIZE CHANGES. 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ON FIELD AND RECORD INFORMATION BY OTHERS. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING MATERIAL DURING CONSTRUCTION. 5. REFER TO FOR VESSEL AND VESSEL 01 SLAB DETAILS. I SCALE IN FEET DESIGN CRITERIA TABLE NOMINAL FLOW RATE 1,550 GPM NUMBER OF VESSELS 4 TOTAL CARBON CAPACITY 29850 FT' EMPTY BED CONTACT TIME 13.78 MINUTES HYDRAULIC LOADING RATE 6.85 GPM/FT2 BACKWASH FLOW RATE 1,500 GPM CARBON DELIVERY DRIVEWAY WARNING POWER LINES OVERHEAD Know what's below. Cali before you dig. CONSTRUCTION LEGEND AS ADJUSTABLE PIPE SUPPORT OD4 OAG AIR GAP D3 BURIED GATE VALVE 304 OcIP CHLORINE INJECTION PORT K�3_� D5 P DIFFERENTIAL PRESSURE TRANSDUCER D4 1 MH MANHOLE 07 sP STANDPIPE 1 O D3 1 sT SAMPLE TAP D5 OTs TIERED PIPE SUPPORT D4 WHARF HYDRANT - 26 O FIRE HOSE ANGLE VALVE (FEMALE NPT X MALE NH) D5 --�-- DIRECTION OF. FLOW 8AD 8" FL X MJ ADAPTER ® 8" 90' DUCTILE IRON ELBOW 8FC 8" FLANGED COUPLING ADAPTER ® 8" 45' DUCTILE IRON ELBOW ® 8"x8"x8" DUCTILE IRON TEE 2A " 12 FL X MJ ADAPTER 120 12" 90' DUCTILE IRON ELBOW 217 12" FLANGED COUPLING ADAPTER 12R 12"x8" DUCTILE IRON REDUCER 2R 12"x12"x8" DUCTILE IRON REDUCING TEE 12T 12"x12"x12" DUCTILE IRON TEE 2712"x12"x4" DUCTILE IRON REDUCING TEE GC GROOVED COUPLING PROPERTY BOUNDARY 6.1-1791 CITY RECORD No. -00 v cis ai w o CP>; a 0 o .Q o L cnn o •ca .... o a- 'a .L c -flOC�tnON� all CL 0 0 (U O O >t 0> 1`- 1. V � o N L o+ 0 tin x"00 Q) 3 c Q,O ° o on NWS Q,00c o �,oE-v= . ' n '- 3 j0JCUC UZDOC IStn E-=.0-0 o E" -a o •3 � L i _v � u•� •-• .so IU CPO v U 'C Z5 CL o •� CL� is u►�� ���-�� o> ami v; .. > CO o cc ;:.2 0'O— 0'0o� va �- >_ c� o._. vac v IGp. _ 0 0 � 0 •S 0 6- t7+ > N 0 E Q•- (D (,n n1 OL o-2 ]�-• ..,.. Q .� •� ..>+'•= .r.+ toll .ao-Cp c -v 0--.r- 70.5 a�•Q .r- oma a= C O G..0 .0 ++ a M CL .t] 0 R� Z V) w x PO 70 0 O LL_ Q Q w cy- J � J � Ln 0- I— Q v Z � U n- N U >- n 0 J ~ U z z a Q_ Z FE Q_ lot U to W�Y\ � / i pp ' � W _ Uj v�iz v J<ac) 7 Uj� �yWJxa 0 L)C)I$ 3 »-� O� O Q �_ N O �U00 4 Q - — ¢ t(00 0 t0i DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: "• 70415 ' 0 DRAFTED BY: CHECKED BY: M DJM, PAD MJB N DATE: 12/20/17 JOB NO: ---- N 711 PROJECT NO: 214317001 E PHASE: i V 0 � t1 ORIGINAL SCALE SHOWN IS a- a ONE INCH. ADJUST SCALE FOR to REDUCED OR ENLARGED PLANS. 0 N SHEET CBK54-C4 N 21 of 34 CN0 1� N I I I I 1 0 /1 IN A X 04 lo� J°I Ae A CBK33.C5 SEC A— A '°-°' (FLG . X FLG) :X;*fL-G (FLG X FLG �AS� (FLG (TYP)l:l FINISHED GRADE (APPROX) Irv% CONS WMION: ItIVEND AG O AIR GAP D3 As O D4 ADJUSTABLE PIPE SUPPORT BURIED GATE VALVE K*3 D4 CIP O CHLORINE INJECTION PORT D5 SP STANDPIPE D3 sT SAMPLE TAP 05! WHARF HYDRANT 2 O FIRE HOSE ANGLE VALVE K�6 (FEMALE NPT X MALE NH) mom DIRECTION OF FLOW 8" 90- DUCTILE IRON ELBOW @ 8 of &x8" DUCTILE IRON TEE 12" 90- DUCTILE IRON ELBOW 12" FLANGED COUPLING ADAPTER 12"x8" DUCTILE IRON REDUCER 12"x12"x8" DUCTILE IRON REDUCING TEE 12"x12"x12" DUCTILE IRON TEE 12nx12"x4" DUCTILE IRON REDUCING TEE GC GROOVED COUPLING — — — — — All�. , III' r —FLG-) (gR)� L — — — — — — '(TYP) (FLG X :FLG: X PLO (FLG -G) (lj�K (TYP) TYP)\ (TYP) 12" DIP—INF—KTR•) O GC (TYP) C12" DIP—BW—WTlR) 12T n 12 DIP—EFF—WTR ---flow N41C� C% EL. 3%:81' --- Iq _V— u A SEC 9'B—Bol 6.1-1791 CITY RECORD No. �o Q) c in -0 ci 0 (D (D0 0 LCL c >,*- 0 (L). rn u 0 0 6, a. cn.., cp cl. c) 0 (L) 0 > wa-- o c -•w 0 CL - i 0 > (S Cp —Q) (j -0 (n 0 q) (L) - cn c w B:: cn Cp c) LLJ -0:!-- ro- 0 %- - AJ 0 u (u5 E > n �5EZWOB`gc"aw cao 0 U C) -Q)-C 0 CL cn -'CLOO cn cn 0-� 0 D W m (n %- a CD�.CID 0 cn Wo CL c %- > w cn .2 c7w0— c710 (u- -(n %0- 2v ro- (n.E- q, Z.E- at — -r- CL cnc al %- �,B,c gcn pEoEownw2om 1-0 0 0 w — 0. cp 0 cn = 0 o cn-0 r- WW CLUJ cn o a E 0 CLO w 0 E %cl o o %- 0 %- I- x >,M*r- 0=:E oc (n ci u 0 cn c :) %- (u 0 (uft, "' 0 (u = c 0 0 w 0 %- c z 0 V) 0 -j z .2 I LLJ z V) z LAJ V) 0 z FL CL Lo Y m LLJ Ld 0 E Q. 0 0 C) C) Lo Co CN 0 m C)a CO ccol cn < Hj 0 5:5 E (,n oz -0 o o ��t� Uj LL- cp umi J X�c . LZ c� c) Uj Lo rn L -n rV p4 C) ( t ol W10Uj:> M o CL CL m Q DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 0 CHECKED BY: MJB DATE: 12/20/17 I-- V re, PHASE: < < 0 Lij -j WLo "j- SCALE FOR F-- J Q V) Mi M Li- m 0 0 n 3 E o F- C) C) Lij V) 0- 0- 0 -j z .2 I LLJ z V) z LAJ V) 0 z FL CL Lo Y m LLJ Ld 0 E Q. 0 0 C) C) Lo Co CN 0 m C)a CO ccol < Hj 0 5:5 E (,n oz -0 o o ��t� Uj LL- cp umi J X�c . LZ c� c) Uj Lo rn L -n rV p4 C) ( t ol W10Uj:> M o CL CL m Q DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: PAD MJB DATE: 12/20/17 JOB NO: ---- 'ROJECT NO: 214317001 PHASE: 0 .. . ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 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Z � � o z� O / tt�� J _ S2 ' _j cm U �' W ^ s O n J LL_ 0 0 C)ry W a 1— z U Q Z Q J. CL Z_ Q O O V I O V) 00 d- Y % rnjn 8 (ij co))ov e Lo irk 4 NLi Li V) V '=:J) E a �0 7 =WA�X o C� y - Q) CL Q Q N O H w C1 O 0 �r ) NV Q L) O a 3 3 Q MN'n 3 Cf Q+ �.. E o ry LL, °0 Y �.i.. Ilk L 0 DESIGN ENGINEER: MATT BARNES LICENSE NO: a 79145 ! 0 DRAFTED BY: CHECKED BY: DJD MJB i DATE: 9/29/17 N JOB NO: ---- PROJECT NO: 214317001 PHASE: 3 0 1" ORIGINAL SCALE SHOWN IS a ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. .- SHEET CBK54-C8 25 of 34 0 04 24 MESH STAINLESS STEEL SCREEN ASTM C-478 PRECAST CONC MANHOLE SECTIONS W/ PEDESTRIAN RATED GALVANIZED GRATE. DEPTH PER PIPING PIANS CUT12"0 OPENING IN - GRATE BELOW ELBOW O 4" DIP VENTI N A o' i 12" DIP W to � o NJWO z=z 0 k.. 18" RCP , 4 18" STORM DRAIN 1.2" FROM GAC BACKWASH OUTLET 1 D3 NOT TO SCALE AIR GAP STANDPIPE CASE 1: NEW SANITARY SEWER MAIN INSTALLATION (FIGURES 1 AND 2) ZONE SPECIAL CONSTRUCTION REQUIRED FOR SANITARY SEWER MAIN A SANITARY SEWER MAINS PARALLEL TO WATER MAINS SHALL NOT BE PERMITTED IN THIS ZONE WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER AND PUBLIC WATER SYSTEM. B IF THE WATER MAIN PARALLELING THE SANITARY SEWER MAIN DOES NOT MEET THE CASE 2 ZONE B REQUIREMENTS, THE SANITARY SEWER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA C906-99); 2. SPIRALLY -REINFORCED HDPE PIPE WITH GASKETED JOINTS (PER ASTM F-894); 3. EXTRA STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; 4. PVC SEWER PIPE WITH RUBBER RING JOINTS (PER ASTM D3034) OR EQUIVALENT; 5. CAST OR DUCTILE IRON PIPE WITH COMPRESSION JOINTS; OR & REINFORCED CONCRETE PRESSURE PIPE WITH COMPRESSION JOINTS (PER AWWA C302). C IF THE WATER MAIN CROSSING BELOW THE SANITARY SEWER MAIN DOES NOT MEET THE REQUIREMENTS FOR CASE 2 ZONE C, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE C) AND SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; OR 2. ONE OF THE ZONE D OPTIONS 1, 3, 4, OR 5 BELOW. D IF THE WATER MAIN CROSSING ABOVE THE SANITARY SEWER MAIN DOES NOT MEET THE CASE 2 ZONE D REQUIREMENTS,, THE SANITARY SEWER MAIN SHOULD HAVE NO JOINTS WITHIN FOUR FEET FROM EITHER SIDE OF THE WATER MAIN (IN ZONE D) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING AND MECHANICAL JOINTS (GASKETED, BOLTED JOINTS); 3. A CONTINUOUS SECTION OF CLASS 235 (DR 18 PER AWWA C900) PVC PIPE OR EQUIVALENT, CENTERED OVER THE PIPE BEING CROSSED; 4. A CONTINUOUS SECTION OF REINFORCED CONCRETE PRESSURE PIPE (PER AWWA C302) CENTERED OVER THE PIPE BEING CROSSED; OR 5. ANY SANITARY SEWER MAIN WITHIN A CONTINUOUS SLEEVE. CASE 2: NEW WATER MAINS INSTALLATION (FIGURES 1 AND 2) ZONE SPECIAL CONSTRUCTION REQUIRED FOR WATER MAIN A NO WATER MAINS PARALLEL TO SANITARY SEWER MAINS SHALL BE CONSTRUCTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE DIVISION OF DRINKING WATER. B IF THE SANITARY SEWER MAIN PARALLELING THE WATER MAIN DOES NOT MEET THE CASE 1 ZONE B REQUIREMENTS, THE WATER MAIN SHOULD BE CONSTRUCTED OF ONE OF THE FOLLOWING: 1. HDPE PIPE WITH FUSION WELDED JOINTS (PER AWWA C906); 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905) OR EQUIVALENT; OR 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA (C300 OR C302 OR C303). C IF THE SANITARY SEWER MAIN CROSSING ABOVE THE WATER MAIN DOES NOT MEET THE CASE 1 ZONE C REQUIREMENTS, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN TEN FEET FROM EITHER SIDE OF THE SANITARY SEWER MAIN (IN ZONE C) AND BE CONSTRUCTED OF ONE OF THE FOLLOWING: 2" SQ. STEEL TUBING 9 /4" WALL 3 NOT TO SCALE PIPE' 1/27NEOPRENE STRIP 29#X2'1X1/4" + STEEL TUBING! j/2n X 2"'SADDLE V6t6, �iccL' PLATE 91 .................... ZMP-PR�-I: ITED ZONE � D SPECIAL SEWER PIPE`y� NO J01- IN SEWER MAIN /'ZONE "D" , NO ''JOINTS IN WATER MAIN n ` ZONEP�,PROII ITER''%%''' SEWER 8' 21" MAIN I I W Z z I 6 �+ N � t17 U z W U s a it o U SPECIAL '; ZONE..B:. , -SPECIAL NO JOINTS IN WATER ,MAIN FIGURE, 2 CROSSINGS W I W Z z I 6 �+ N � t17 U z W U •, �, :, \M1 •. a it o U rn C WQCe 3 W J x N EXIST. EXIST. NATER:. SEWER MAIN' MAIN 63 A , I ` '%� ' ` f ZQN E A/ 1. HDPE PIPE WITH FUSION -WELDED JOINTS (PER AWWA C906); ;"";;:;";;:;;:";;";";;;;;;;;" `,,� ""�" 2. DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING; SPECIAL 3. DIPPED AND WRAPPED ONE -FOURTH -INCH -THICK WELDED STEEL PIPE; ;%off o%f E MISSION` 4. CLASS 235 PRESSURE RATED PVC WATER PIPE (DR 18 PER AWWA C900 & C905); OR ZIy 5. REINFORCED CONCRETE PRESSURE PIPE, STEEL CYLINDER TYPE, PER AWWA (C300 OR C301 OR C303). I"® D IF THE SANITARY SEWER MAIN CROSSING BELOW THE WATER MAIN DOES NOT MEET THE REQUIREMENTS FOR CASE 1 ZONE D, THE WATER MAIN SHOULD HAVE NO JOINTS WITHIN FIGURE 1 PARALLEL CONSTRUCTION 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. ZONE "P" IS A PROHIBITED ZONE. SECTION 64572 (o) CALIFORM A'COD E OF REGULATIONS, TITLE .22. 5 D3 NOT TO SCALE WATER FAIN SEPARATION SS -0201 NOTES:.. 1. CONCRETE BEYOND VESSEL PAD DIMENSIONS SHALL BE PER CONCRETE PAVEMENT 'DETAIL 5 _ _ ......__ _ _ .....__. ON SHEET D9. FEET 3 7, 3 0 6 ONE SET OF VESSELS TEE (2 PLACES) NC TO DISTRIBUTION .,4 QSYSTEMa. N.0' NA TYPE 1 BUTTERFLY VALVE (3 PLACES) ; TEE (2 PLACES) N.0 TO DISTRIBUTION SYSTEM A, 0.No .= .= -- =-- ---- --- PLAA -a 0c s a Qi V 1> p ++ O CL O .d ' c �Q004i0»LO c con L o>.c> i N�N l( -�0 Gat1co,>,E- c"soMca a p 3 UqO a o c (4� .c5 "o 0'c ` EN o - -a d. a 3 ao o -a o N a 3w uTo72co,=o926 00'0c 'Si o'0-�0(D QC 00.Oa �.10a 0. rn Qac E d-£ N �N�OCn� Z T.O._.O�Od,OL �F.Ofn a� -a 21. (03, Qfl. a,�WNci,wo u�oamoo oU.cd c�od.Sa 0. m 0_2aci 0 Fm 111 c KA D3 NOT TO SCALE ECCENTRIC REDUCERS AS REQUIRED, FLAT SIDE UP. REFER TO' SITE SPECIFIC PIPING PLANS' FOR PIPE'T 51ZES I I E w U_ co �o W Y DV) Li U - w 2 co GENERATOR GENERATOR ANCHORAGE DESIGN SHAT gIIPPI IFn RY THF rFNFRATnR MAN11F #6 0 4.75 FT � 3" CLR (TYP) OC, EW VERT #6 0 9" OC, EW T&B � � 04 CONCRETE SLAB DIMENSIONS AS SHOWN Of ON THE SITE PLAN M Notes I GENERATOR PAD 6.1-1791 CITY RECORD No. 8Q 6 �+ N � t17 �< U R< E N •, �, :, \M1 •. a it o U rn C WQCe 3 W J x N V u -Off. #6 0 4.75 FT � 3" CLR (TYP) OC, EW VERT #6 0 9" OC, EW T&B � � 04 CONCRETE SLAB DIMENSIONS AS SHOWN Of ON THE SITE PLAN M Notes I GENERATOR PAD 6.1-1791 CITY RECORD No. 8Q 6 �+ N � t17 �< U R< E N a it o U rn C WQCe 3 W J x N V u -Off. >U N > Ei 0 3 r0 LW LLC��w �Q CL CL Q m o DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DVS MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 1" ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D3 27 of 34 HSS 3"x3"x3/16" GALV TUBE, SPACING IS 15' MAX OR 15' OF TRIBUTARY PIPE LOAD x Q Lo P1000 UNISTRUT WELDED CONTINUOUS TO BEAM. TOUCH UP GALVANIZING 2'-0" MAX. U -BOLT OR STRAP AROUND TOP OF PIPE-TYP ADDITIONAL SUPPORTS AS REQUIRED l WELD PLATETO B E A M 1 l 5/8" 316 SS ANCHOR BOLTS (4) PER PLATE, INSTALLED W/ HILTI HIT -RE 500 V3 EPDXY INCHES 0 6 1-1/2" = 1'-0" 1 D4 1/4- END CAP (TYP.) 0 N SADDLE D4 SUPPORT TYP. P1001 UNISTRUT 2 D4 P1325 CHANNEL CONNECTION i CU' NEI RE P1( ALTERNATE LOWER D4 SUPPORT ___ OPTIONS 3"x 7"x8"x5/8" PLATE 1" TO 1-1 /2" NON -SHRINK ---Koss -- 1. PLACE 1/8" TEFLON PAD BETWEEN PIPE AND SADDLE. 2. MODULAR FRAMING COMPONENTS SHALL BE UNISTRUT B -LINE, KUMAR OR EQUAL. 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG WITH 6-#6 IN LOCATIONS WHERE LEG FALLS OUTSIDE OF THE GAC VESSEL PAD. ALTERNATIVELY REFER TO DETAIL 8 ON SHEET D4. TIERED PIPE SUPPORT #5 0) 12"' OC EW T&B FG r ,e- (APPLIES WHEN PIPE SUPPORT FEET IS OFF OF VESSEL PAD) E 0 1 2 D4 TIERED PIPE SUPPORT FOOTING s; Lo 1/4" STEEL PLA THROUGHOi A. INCHES 0 3 3" = 1'-0" 9/16" HOLE (2 PLACES) '.ED R J I ttL IJNJt oil''11 11111,11111140 HOLE U—BOLT DLACES) TO MATCH PIPE 1/2" X 5" EXP (4 READ) INCHES 1 01 2" — 1'-0" 'T » / ALTERNATE E 5 TIERED PIPE SUPPORT - LOWER SUPPORT D4 ALTERNATIVES YLJJEl. PAD NOT TO SCALE 3 D4 2-1/2" AC MATCH (E) SURFACE ELEV. ROAD.. MATERIAL VALUE BOX'LID CHRI5TY G5' OR APPROVED 'EQUAL 8'll: PVC OR 'DIP RISER RESTRAINED JOINTS ON-SITE VALVE & VALVE BOX f% A CY 1 10N 1DDLE ZEADED E PI -0507 DIMENSIONS PIPE SIZE "A„ "B" "C» MIN MAX 2 1 /2" 2 1/2 If 1 1/2" 8" 13" 3" 2 1/2" 1 1/2" 8 1/4" 13 1 /4" 4" 3" 2 1/2" 9 1/4" 14" 6" 3" 2 1 /2" 10 1 /2" 15 1/4 8" 3" 2 1 /2" 11 3/4" 16 1/2 " 10" 3" 2 1/2" 13 1/2 It 18 1/4 12"3" 2 1/2" 15" 19 3/4" ;AST IRON 0JUSTING NUT 18" HREADED IPE 1/21' X 5" EXP (4 REQD) 00 NON -SHRINK GROUT 6-#4 BARS 12" LONG i r; ©- {row 4 � NOT TO SCALE i� D4 POLYETHYLENE OR STAINLESS STEEL BACKING PLATE MOUNTED TO PUMP ROOM WALL EQUIPMENT SCHEDULE ITEM DESCRIPTION O1 HACH SC200 CONTROLLER O2 HACH NITRATAX PLUS SC SENSOR O3 120 VOLT POWER O4 SIGNAL TO PLC O5 SENSOR CABLE O6 BYPASS PANEL O7 TUBING ADAPTER GPM ACRYLIC FLOW METER WITH O5 METERING VALVE O1-1/2" EPVC THROUGH CORED HOLE IN WALL. PIPE TO SAMPLE POINT �p 2" PVC THROUGH CORED HOLE IN WALL. PIPE TO STORM DRAIN INLET NITRATE ANALYZER (APPUES'TO GBK-14) SD -0621 GALV STEEL VENT UNE AIR RELEASE VALVE � &FITTINGS (TYPE AS SHOWN ON PLANS) TYPE 1 BALI VALVE TYPE 1 BALL VALVE Zvi WELDED HALF COUPLI WELDED STEEL OR DUCTILE IRON PUMP DISCHARGE LINE EXTEND VENT LINE TO �_ DISCHARGE PIPE INSTALL 24 MESH SCREEN .o ciso 0 = c_ a� L 1a 1— o- .> "cJ `+- L to 01 c" 0 C) a. -o lo C 0 to O N iTQ00W0>TA- o ca? Loo- c.r � �� o ow O V N N L is NW BI: cn o,o:._,,. oar c o .... >, .o'—.� o � s o`- L � c mo o 0 wooZZ c:c0 ss -o >5( o jau qErN(On •'��QY'Sa0 =0 401 =a, um o 00- °' ,t%�3 cn w�-•`v'--"• Q3QoLoraoN0 2C3 O> N Q Q.0 0 (on •L v -� .L Q. Q� o�� Eo'�M c'�o�` a Aa O 0- O CTL L o�''. v of 0 -o o- c .o o c o_cn cn Qccnn EOowNQ.w0"� +- o i .t v, 1 'o •L -a 'o X -o o �•L o.Oct c •� :.. 0 0 O Q 3 U" U L O.L cid o a) °' = co c L aoi ac 1— 5 o a.=_ .o a m QL o 0 (u 0 m 0 V) W 0: 0 E w V) NOTES I— to V) J W ry Q 1. AIR RELEASE SIZE AS NOTED ON PLANS.CD Q Q W 2. PIPE AND VALVE SIZE TO BE THE SAME AS AIR E m I— RELEASE VALVE SIZE. E E NOT TO SCALE3i o U V) 7 � > E 04~ v AIR RELEA SE VALVE 0 CONTINGENCY DETAIL -NOT CURRENTLY USED: z NOTES 3 1. PRESSURE GAUGE TYPE AS NOTED ON PLANS. REFER TO SPECIFICATION 40 91 20. w 0 2. ALL PIPE FITTINGS SHALL BE 1 /2". N � � o i/ CONFIGURATION FOR i .00 W SIDE MOUNTING BOP - - < 0 5 g _ ccs acoZ;0cp 0 � 1= O1?56 PRESSURE GAUGE 07 3 Q 0 SEE NOTE `` a a� � r0 g3 O �� Q p lJ 1 t0 �- TYPE 1 BALL VALVE�/ �/ o W Leu 00 Y L 1/2- THREADED OUTLET (� Q m o SEE NOTE DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: Q 70415 0 DRAFTED BY: CHECKED BY: DVS MJB N DATE: 12/20/17 PIPE JOB NO: ---- N PROJECT NO: 214317001 PRESSURE GAUGE, CONTINGENCY DETAIL -NOT CURRENTLY 'USED PHASE: 0 1" ORIGINAL SCALE SHOWN IS a NOT TO SCALE ONE INCH. ADJUST SCALE FOR 6.1-1791 SHEETREDUCED OR ENLARGED PLANS.�ND4 /j o 04 N 0 CITY RECORD No. 28 °F 34 N TUBING ci Cc -ov "02 2 C" :i3 Cc M jr- >'.S MALE TUBE CONNECTOR 2' LXV WX2' DEEP 2 -;: 0, 0� Ad S E Lu C5.21 RECTANGULAR POLYETHYLENE cn > rw- 6:-2 o o 0> TANK WITH INTERNAL FLANGE n W.r- X(n o 0. - 0 >5 o a;,& 0 0— %_ w uj -u en c "o 120- AND HD US PLASTICS/TAMCO 0: 0,0 w 2 uj �1; cn P �5 j cr rt -a:!- c: NOTES CHEM—TAINER, OR EQUAL t= (n 00 c = Li io 0 -u -0 >:s , . (c f ur b= u t� CHEMICAL INJECTION TAPS CHEMICAL INJECTION E _j 0� wu (A 0— CL(L)- m — u ci gu:5 cic;d 0 .0-0 SHALL BE �� SAF—T—FLO D5 cn N cn :> cj 2 C, : on w 10 15"co oz o cn 0 MODELEB. 125 INJECTIOW, Him 2:: IN co (n ASSEMBLY OR. APPROVED:: 0 > cn 0 — SITE PIPING .0 W t..o (no -c' 0 =0 0 cn 0 > 0 E 0 E t 0 t —0 COP ............. ... ............. .............. -------- = o C-4 CL Cr Er cn 2.TUBE CHAMFER SHALL FACE -p-0 on Z 0 cn:2 cc E cLui CL w �5 c w C REDUCER .�.UPSTREAM. cp E 0. T:Z 7E? c: w x 0 a .- 1:5:5 9 Cl 2 �Z= <u %_ cn cni = ►'n 1/2 0 STAINLESS STEEL a_— w c 0 4) . 2 :03 b on , 2 oowj=ocq) cc=(p%_c 'O'a- SAMPLE TAP Q wz;Es _-Z a- m a -Z 0 w NON THREADED EFFLUENT ------------------------- --- +PIPE NOTE. �.ORIENT QUI LL: 45FROM �: VERTICAL; AT:. NOT USED BRASS NIPPLEAS:,SHOWN BELOW:::::::: H �p �COMBINED,. GAC 3/4" -HALF 1 COUPLING 3/4" WELDED COUPLING EFFLUENT' PIPE OR.SADDLE.. > m 1-1/2" EPVC W/ 3/8" CARRIERTUBING GALVANIZED OR FROM COATED STEEL STAND CHEMICAL METERING FLOW FG PUMP ....... . . . L+j o 1 NOT TO SCALE TYP 2 LE TAP r2 NOT TO SCALE; CHEMICAL INJECTION r3 CHLORINE INJECTION PORT 4 D5 2-1/2 ANGLE: VALVE W/ CAP 6 FEMALE: NPT X MALE .�:� NH z WELD, TYPICAL, WILL BE DIXON AV250: OR, EQUAL: PAINTED OVER WITH A ZINC PRIMER R 17.1 SAFETY LOCK 0 (PROVIDED BY OTHERS) 1/4 :1/4( 6"x1 /2" GALVANIZED STEEL N N CUT FROM 6%1/2 1/2" EYE BOLT (TO BE INSTALLED Z GALVANIZED STEEL STEEL ,1 4 PARALLEL TO EDGE OF PAD) uj 0 EYE BOLT p _j 1 0 U U- U- ui Z 0 STEEL. PIPE 0 0 TRIENICH NOTES PROPERTY LINE 1. A—VERTICAL TRENCH WALLS IF < 5' DEEP DET -A -1-L "A" 2. B—COMPOUND SLOPE PER OSHA IF > 5' DEEP 3. PIPE ZONE = SELECTIVE NATIVE MATERIAL 0 90% RELATIVE COMPACTION PER ASTM D1557. BACKFILL MATERIAL WITHIN THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIAL. THE BACK FILL MATERIAL TEE W/ .47� BRANCH SHALL BE PLACED IN NOT TO EXCEED ONE (1.0' LOOSE) LAYERS, SIMULTANEOUSLY ON EACH 4"0 THREADED CAP OR SIDE OF THE PIPE IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE ON ITS FILL WITH CONCRETE ALIGNMENT OF GRADE. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL 77 V) WHARF HYDRANT MANIFOLD CONNECTION TAMPING. BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED TO SPRINGLINE PRIOR TO 0 PROCEEDING. 2" GALVANIZED I- _j < VISIBILITY STRIPS (3), 4. TRENCH ZONE = NATIVE MATERIAL 0 90% RELATIVE COMPACTION PER ASTM D1557. STEEL POST < ui w12"X2" ME/. REFLECTIVE YELLOW ADHESIVE FEET BACKFILL MATERIAL IN THE TRENCH ZONE SHALL BE FREE OF DELETERIOUS MATERIAL AND S2 Ljj SHEET, PACIFIC UTILITIES LUMPS OR STONES EXCEEDING 4.0" IN GREATEST DIMENSION AND SHALL BE PLACED IN NOT TO __j < m < I— m Im #PEM212F OR ALMETEC EXCEED ONE FOOT (1.0' LOOSE) LAYERS AND EACH LAYER SHALL BE THOROUGHLY COMPACTED Ljj #DL—RY2X12—A, AS REQUIRED 0 ........... 3/40" -off BY MECHANICAL TAMPING. LJ 1 , n 0 0 0 V) 4"0 SCH 40 GALVANIZED 4"0 SCH 40 GALVANIZED AR KF HYDRANT CN OR PAINTED OR PAINTED STEEL PIPE EXIST. GROUND STEEL PIPE . .. ... 81 8"X8"Xl 6" CMU WALL: SLOPE TO SEE DETAIL "A" m Vei ........ FULLY -GROUTED DRAIN SLOPE TO DRAIN 4 #4 VERT. REBAR 0 16" O.C. (TYP.) CLEAR A• f FG FG 2 B z MIN. x ---------------- #4 REBAR 0 (TYP.) uj w CL W cn 16" O.C. (TYP.) WEEP HOLE, SEE NOTE 7 X 5"0 SCH 40 GALVANIZED cv 0 > Z 0 uj z w #4 REBAR 0 16 O.C. BOTH WAYS 3-3/4" 0 BEND THIS SHEET.„ to f:z,»,»„5 < Q '' o co C) Q co 0, Q. 0, ”) Lo ry LZ Cn I STEEL PIPE SLEEVE, ...................... X Lu5,:,,,,, LLJ < o 5 < N! 36” LONG 4, co 0 f GRA DE .0 Uj u U)fff, Lo.::j 6" MIN. 6" MIN. V) ..... . . Po u-c� >u CD C -4 If .1/1, . . ✓#4 .41 cz 0 6 OC CONCRETE N-. . .... 1, 1 . #4 REBAR 4) c, C11 LCLJ uo CONTINUOUS to cc & ......... ..... m< 4 TES NO• 1 ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE SPECIFICATION W z 0 1'*4 ......... ...... . .... I'm ..... U I =! 1 ffr It $ � ........ 1, '' 3 3" CLEAR wy VIV, — [""*— DESIGN ENGINEER: 4 A ENTITLED "STANDARD SPECIFICATION, STATE OF CALIFORNIA, DEPARTMENT OF Qr uj uj CLEAR _j $—on is KEVIN BERRYHILL %J. A TRANSPORTATION APPROVED CURRENT EDITION CL 0 2 4 LICENSE NO: 2. CONCRETE SHALL BE CLASS 2 AND SHALL CONFORM TO THE REQUIREMENTS OF THE DRAFTED BY: CHECKED BY: co STATE STANDARD SPECIFICATIONS 3 _091 18" DIA. COMPACTED 1 1/2" MAX 18" DIA. z 3. SUBGRADE SHALL BE COMPACTED TO 95% TO A DEPTH OF 6.0 CIVL DVS MJB GRAVEL FOR DRAINAGE 4. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER OF DATE: 12/20/17 JOB NO: ---- FIXED BOLLARD REM-OVARLE BOLLARD 5. CONCRETE SHALL BE CURED WITH A WHITE PIGMENTED CURING COMPOUND COMPLYING TO PROJECT NO: 214317001 SECTION 90-7.01B OF THE STATE STANDARD SPECIFICATION RETAINING WALL CB K — 08 6. CONCRETE SHALL BE TOWELED SMOOTH AND GIVEN A FINE BRUSH FINISH O.D.+24" O.D. FEET PHASE: 0 FEET III IIIIIIYII ORIGINAL SCALE SHOWN IS NOT 5 TO SCALE 0 .5 0 3/4" 1'-0" 6.1-17 91 ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D5 D5 BOLLARD D5 4 FOOT VALLEY GUTTER 5 TRENCH SECTION DETAIL D5 Nam CITY RECORD No. 29 OF 34 ronovea "tweet Wm$ 000F the biraen ages shall he plostered smooth RAh cement Mortar, PLAN AT SURFACE PLAN A T.BOTTOM PCC. dab not to be poured until paving is In place, Slab and lid R=asm robe Q. 125* ta,0 25' below new ftshed 2 0' Min. Vit?" klirt. N07FS, ca Z' I Mortar A# <wk sf aff onform to the W#ica* sections of the &y. Pocked ;oe0mikos entitled "Stwobnd ,pec ketkm5tate of CaliforniaDepartment of rranrodelft' proton 2. 0 Min - 2 A# unffiWmanhole joh7tsshy be 0ed wilh Kent seal or Wmwd black mas& equ(d' Indde of manholes Must he mortared and neafly raked or wiped on Ins* Of pool 3 Pre oast reinkmW manhole sections shrill ho.consfteled in accardonce with the pra&kns. of AS7M C-478, current edition.. 4. Ag senor pw0as, for sewer lines larger than 18 wr�yed, equal, in dkmeten shaV be �&ed 4, 0' Via 5 Concrete pad .9V be cured with a 0116 powled caring compound as -7-0 - ---- - per section V .18'o(4k6s'1wdqd SPVdhcV`60n1 f Shelf slope is 8jjx 6, See standard dmwkg SW 6 or from, co ver, and with bfted : sted bord. 7 A# chowels shaff be smooth fa 4.0 Min. Shelf -shall be broom fKhed for 40 tesWoca + RLENAMU SW-2REV: .11, www� STANDAR DRAW 4,69' M.:SHAW. MANHOLE TYRE "A" s yrs: stir tea. SECT101V 0" OF BAKEF01=11ELD (001careous) CALFOFNIA SW -2 I 1WTf am=, PUBUO 'wows DEPARNEW 1 D7 40 See ston.&d KEVIN BERRYHILL C, CLEANOUT' :=77 d-owhg SN -6 CZ5 to for frame and 10: Ne detaft ronovea "tweet Wm$ 000F the biraen ages shall he plostered smooth RAh cement Mortar, PLAN AT SURFACE PLAN A T.BOTTOM PCC. dab not to be poured until paving is In place, Slab and lid R=asm robe Q. 125* ta,0 25' below new ftshed 2 0' Min. Vit?" klirt. N07FS, ca Z' I Mortar A# <wk sf aff onform to the W#ica* sections of the &y. Pocked ;oe0mikos entitled "Stwobnd ,pec ketkm5tate of CaliforniaDepartment of rranrodelft' proton 2. 0 Min - 2 A# unffiWmanhole joh7tsshy be 0ed wilh Kent seal or Wmwd black mas& equ(d' Indde of manholes Must he mortared and neafly raked or wiped on Ins* Of pool 3 Pre oast reinkmW manhole sections shrill ho.consfteled in accardonce with the pra&kns. of AS7M C-478, current edition.. 4. Ag senor pw0as, for sewer lines larger than 18 wr�yed, equal, in dkmeten shaV be �&ed 4, 0' Via 5 Concrete pad .9V be cured with a 0116 powled caring compound as -7-0 - ---- - per section V .18'o(4k6s'1wdqd SPVdhcV`60n1 f Shelf slope is 8jjx 6, See standard dmwkg SW 6 or from, co ver, and with bfted : sted bord. 7 A# chowels shaff be smooth fa 4.0 Min. Shelf -shall be broom fKhed for 40 tesWoca + RLENAMU SW-2REV: .11, www� STANDAR DRAW 4,69' M.:SHAW. MANHOLE TYRE "A" s yrs: stir tea. SECT101V 0" OF BAKEF01=11ELD (001careous) CALFOFNIA SW -2 I 1WTf am=, PUBUO 'wows DEPARNEW 1 D7 40 See ston.&d KEVIN BERRYHILL C, CLEANOUT' :=77 d-owhg SN -6 1.5 self hi ' gh 70415 for frame and 4 0' Dia 4 Pre cast reinforced manhole sections Shell be CHECKED BY: detaft cfflter hole constructed L in acwftcv: With the X00swe of n IRt hde WIN% 0,12Y` AS7t C-478, a#mt 6*Ax DATE: 12/20/17 w< The upper portions of h7comk 5 Coentrk-,sj d$ should beL fttaftd ift ft: UpStreom Wry wd oUtg*L $W= shall be dkMim, MW ver posswe W as PHASE: __j moved and ffie broken eage d0reated h y the sty fagheer, SEWS < ry I-__ Lit 5 be plastered owth, #4 60 ORIGINAL SCALE SHOWN IS Ljj 3: cement Mortar. 6L Aff tro?SjtiAn$ between: Poe h 1. T.- 3: 0 0 V 2 P4iv47dff ja/ dM# Meet j, 4.2 t smooth wapedsurfm. a625`patlem D7 4 7 0sewer for sewer kw: largerthan highhigh. CLEANOUT, 4� Alt concrete shalt be Class A;. 4L: • 18' _h7: *Meter, NdL with — — — - — — — — — — — — — J 4W or equaf w. ^ : tVWM to ffie: ej 4 Cl$WoUtL fraM and: COW- ffcf shaft ty 1* 4fitow and covers shaff be tested for.9pcoray :11,32 TOP WEW :Note.- PCC stab not to be T poured wN paWng ;W:0j*ce_ Z- I Matar, &y,Px*od SEC T1 ON 2 �041 X jol CWCrote r t P#V l3tarnefer,bkt$ "be withL Matff andweety: clewed lotterg, ao KEVIN BERRYHILL C, CLEANOUT' :=77 Yories or on insrde of p 1.5 self hi ' gh 70415 4 0' Dia 4 Pre cast reinforced manhole sections Shell be CHECKED BY: 0004bfffle pick 20" pattem: cfflter hole constructed L in acwftcv: With the X00swe of n IRt hde WIN% 0,12Y` AS7t C-478, a#mt 6*Ax DATE: 12/20/17 w< NOTES.' 5 Coentrk-,sj d$ should beL fttaftd ift ft: UpStreom Wry 1. A# -#V*. Shaff: cwf6," toLft dkMim, MW ver posswe W as PHASE: __j Standar*�_.d&Vtb?.% State Cditomia, &.*ew rrW*)Vt47t1W d0reated h y the sty fagheer, SEWS < ry I-__ Lit of and AMC y, ORIGINAL SCALE SHOWN IS Ljj 3: boalmwt: of Tran*wlaffwo q*,rowd cuffent: adtiro. 6L Aff tro?SjtiAn$ between: Poe h 1. T.- 3: 0 0 V 2 P4iv47dff ja/ dM# Meet j, 4.2 t smooth wapedsurfm. a625`patlem D7 4 7 0sewer for sewer kw: largerthan highhigh. CLEANOUT, C) Alt concrete shalt be Class A;. 4L: • 18' _h7: *Meter, NdL with j 4W or equaf 0 ^ : tVWM to ffie: ej 4 Cl$WoUtL fraM and: COW- ffcf shaft ty 1* 4fitow and covers shaff be tested for.9pcoray :11,32 C.) of 8okelsfrrd standard, of fit wd shaff be ma*edin sets prior tae&orvdr Machined 3: 7 .I COMINGENCYDETAIL. DETAIL -NOT USED 0 6.1-1791 CITY RECORD No. 0 Zn cp cp U.0=01:1-Co,cr_ �� i3- 01,3. 0 0 T '0 C "2 '0 0 'CU ED .r- 0Q --O > 6. 0 �_ 4-0) A= Oa L,,J (D cp-.r- 0 0., 0 >,- E -a n-_ Uj r_ %'- -M, .0 C 0 r- (nE=`0 c.mow olrra�io0 — CL a. 0 = Q2 >, 0 'u 0 Z O. (Wn :5 ciAd con (n 0 a :3 cn CL :t- >,h CLCO 2=:2 2- 0 cn 0 48 cn w > (UCL C > 0 CPO— CPO .5 cn (3L O W 75.E- - — 0 n CLo E al - CA > W 000 Wuz C" O 0 —00 (n W cn y a E'OQ. C"O 0 r_ _cn 0 cn = W CLu CLW CJ q.0 b C 0 6 E M.21Z - — C X O o >, WC 0=:E 0 — 0 _ cn c in w6wcoo Q= = :5 a W= I— S 0 -a . s 0. a'. 'M =_ Q, jO 0 (U • lotterg, ao KEVIN BERRYHILL LICENSE NO: 1.5 self hi ' gh 70415 71 CHECKED BY: 0004bfffle pick 20" pattem: cfflter hole (D n IRt hde WIN% 0,12Y` F_ DATE: 12/20/17 w< Wry A A: 0 PHASE: __j SEWS < ry I-__ Lit ORIGINAL SCALE SHOWN IS Ljj 3: Notch: ltd #a &4 01 k hole See note 11. 0 3: 0 0 V 1.4 go pettem to pattem 0 n a625`patlem D7 letterk. 0 1257 Location for high MANHOLE highhigh. CLEANOUT, C) 0 country of rXigar j MOM: 0 _0 z 1* 4fitow and covers shaff be tested for.9pcoray :11,32 C.) of fit wd shaff be ma*edin sets prior tae&orvdr Machined Surfaces: 2. ft seals; of frames and bearing faces of thePOY&T shalt be macti>fetl far a. smoolh. non -rocking fit.Wwo LLJ ft two ca. stints,, TOW cow LLJ V) M 0 Fr s� g C C> provide a proleouve coating —VQ C, C) 0c) cxEZr) P_ LLJ Afffitwes: Mrd covers shall be, 01 cast iron, free : DE rAIL. "A i I O to 5 < V) z I Mo#:haw:a workma?like fin :Hiyhway;baft- should' 9.1 The 20*7 patteM t#tterS:tV: the P=hofj� eOWS 0: to 0 -0 to 14! LLj LL. C71 S.20-44, bio.H shall have one d0he fo#60V DRAIN orSEHER L&j =1 X C X < < (D I- L) LL. GL C 0 — 009: shalt M. fawto theAmisswS of me speacotions la AssemNy shaff:be. howay loaft: of HS 20-44. Cx CD �: Q Uj LO 0 •C+O E fior gre #0t, saw ca :&Ogwfion tUlk A''" 48 Me ry V) Q O� E CIW Qu CO �4 �. T &W revws , aoss, Na it 20", X4 0'AlamWmat 0125" deep, Z M to til NAW, --WV: . 0 0 The name flf the Mwufacfurbrg coMpaqy: shaft be -SW on the underse of the _ cow, STANDARD VRAM Z* frame shalt me FRAMES AND SHAW nor more :ffim 250 lbs Me.row COVERS FOR �M. shall ovio not loss than 1201&. Ror: nme, MANHOLES,. CLEANOUTS. than = tbs.. PROM: 8.:MwfWe cows shall have:4 self �CM OF SAKEWEW CALFORMA , 1 sw-6 :hote, �_u*ss , atherWise V_PPfow by tire. City Lngazeerc PTY 00"M PUMX. VMKS DEPARTWENT 0 6.1-1791 CITY RECORD No. 0 Zn cp cp U.0=01:1-Co,cr_ �� i3- 01,3. 0 0 T '0 C "2 '0 0 'CU ED .r- 0Q --O > 6. 0 �_ 4-0) A= Oa L,,J (D cp-.r- 0 0., 0 >,- E -a n-_ Uj r_ %'- -M, .0 C 0 r- (nE=`0 c.mow olrra�io0 — CL a. 0 = Q2 >, 0 'u 0 Z O. (Wn :5 ciAd con (n 0 a :3 cn CL :t- >,h CLCO 2=:2 2- 0 cn 0 48 cn w > (UCL C > 0 CPO— CPO .5 cn (3L O W 75.E- - — 0 n CLo E al - CA > W 000 Wuz C" O 0 —00 (n W cn y a E'OQ. C"O 0 r_ _cn 0 cn = W CLu CLW CJ q.0 b C 0 6 E M.21Z - — C X O o >, WC 0=:E 0 — 0 _ cn c in w6wcoo Q= = :5 a W= I— S 0 -a . s 0. a'. 'M =_ Q, jO 0 (U • DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 71 CHECKED BY: c" DVS (D n IRt F_ DATE: 12/20/17 w< Wry PROJECT NO: 214317001 0 PHASE: __j m < ry I-__ Lit ORIGINAL SCALE SHOWN IS Ljj 3: ONE INCH. ADJUST SCALE FOR 0 3: 0 0 V SHEET n D7 C) 0 F_ j 0 _0 z C.) _j LLJ LLJ V) M 0 s� g C C> —VQ C, C) 0c) cxEZr) P_ LLJ i I O to 5 < V) z (Z)7 0: to 0 -0 to 14! LLj LL. C71 L&j =1 X C X < < (D I- L) LL. GL C 0 — > U Cx CD �: Q Uj LO 0 •C+O E Me ry V) Q O� E CIW Qu CO �4 �. Z M to 0 0 DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: c" DVS MJB n IRt DATE: 12/20/17 CN � JOB NO: — — — — PROJECT NO: 214317001 U) 4) "_%� PHASE: E 0rn ORIGINAL SCALE SHOWN IS 0- ONE INCH. ADJUST SCALE FOR 0 REDUCED OR ENLARGED PLANS. cN SHEET D7 C) 31 OF 34 I N •Q N _ 'o CA CL lIl' (3 axr} o o �'' o (L) . 0 0.44 G §,o'- Z o., Q m o N o # �lnl�'SS Otherwise • � o o Fence cutoff at street corners o � _ �, o > Adv Conform to the r rrents ellowed 275' x 80 Anchor (70mm x d2m) w � o L O > .� > Of See 4 T. 8 to fabric g 20" Q W �, V •o o N n`. q)::5 c -o IY N .- CL vi o! N 6 0 ;(1. )chink-lmk fence enth redwood slats 025 x 4.0 x 40" Angle rfts welded angk & 0 (f115m) from ends = Q' N N N L •= (D LLJ �J} Jn�l� tai, U c 3 q� o' O "' .o .� - 12' 16m Min _ " : ` Int,2 o ( } (5nant x 11*rrrr x farrt} Brace or t rutrner t.s254Atri} 15 1� _ , _ .. „ after weaving, knud*d t- T , q r ftj,,� D.D.. rz a 2271b . ft 21k rte - � _ C � .c ,� � .... o 0 0 �•.�.... 12' (1 6m) 1Httf 6m TOp ( � field tial : Kor7mntd or top de bottom co o c � . � w `112m}' d btice �i -a .o o - c� _o c> .. !o angle HodZental or dk9wol L A j �/ { y�,'�/. /�� /�y�p with truss rods ,�ti aye -' o O . °5 0 3 0 o" °' •a . : .i:., .brace .RIiJj' Ifuss rods Line PflSt cn TOE.. < " . : , s : Miditi - ' j a L to LO 3 0 a N o (n _ Tern?in;d or comer post Height - 58' (1.5m) O 0 o. e o. o- o o — o (n Q r' Cr Z L N L G� O C9 O V1 standard L-14 _ _ _ .. - _ :. tante 18 5 (5tknm) a � N L c •... > N cn 41 wire .7:.. No. o•-o�o_�oN-r f32m - ( ". ,_ l�D,gaf�::p 2�2ib/ft »�LO�'c,-cno cL s j� •a m L � o •- N o •- o- o+ 2 5.4rn o o _ .c ( � 4, k m sin _ work. cn L N N N o rn 36m 10 3 o N +-� ( � tm Mrrt, ar ?.� tach i .- L L N t write . ock c> c9L — L0N�LZ•c NN �•• �, a, , O a t7 ✓ O .+ TOE � � i �N�}' �y? , _ O� N A p O C1• QL �+ N tU Strop i 2 (1. ,,r :: b : : c9 'o Q c N 6.1 Cl 1 t{ 1: _ .� v1 ca -Q O. .� t ,Jr11 Concrete % a _... *... ,_ c 50mrn ( / ... _Q of : a ;,: d �.: ., Q H Z ONO. � N � W N O.W V � ++ drivewa to, fene a line 11 ,v d a d' �ism _ � N O � - _ a Z5 Li a { A r { ° W L X N L Q.c o ... e• q d.. ;. Z `�- N L N N 3 -C L 0 (15rnm) bars , ; ; _ - 1,5 (4Dmm} a 4tknm t. _ 1,2tJ/n MiTi " }� ., ; , 1 '0 } . ( 1 N o c > > ( ST. 4 Crarrrl»ercrd 9 23mm Dt - �... a ca N c o =. o -- Q _ at 68 (V.15ni} center 1, j{ 1 �1 t , - + r : V -C o N _ N - O -.. . ..... ... ..:., :Y: .,: ... �: ....: 1. 1. .� .: ., � T.� � J.O ...�i/ OZ.0 rta— N� L �� L N L C drive. ": : ( w " r Gass B P.0 coria v w F- o a.5 .c� ... n. a .o c N ' Bar letrgth pipe DQ, 60 Mass B P, I_ (9rn p.0"t 10 (0.25miO tSr»} p.0"concrete I ' r 0' ,5 rim ;ill iti. Cate Parts - 28,75' PLAN{ r Q (5t? rm) min. s .. ~; { " # t.l" 25m Mm. 100 23m} Min, � Cat@ . - STS�ti/it At RjW or 10 (3 flirt, j kfm< fromE(l f5in,� 6 tI (rt'�r"}-•- -(t�':rr+}- {8g%m} o graded #0*67e (whieherer is gMter} ( } t is - 9 go. jrConstruct 6,0' (14n) high chart -#ink f i5in . NO TES: (SAmm) 9A.. PEDESTRIAN GA TE fence .with redrmad slats at ;wrfy alter :� IMUMed _ �'LA1�l ,SE"C7tt�131' t ck bottarn ttrrc, unless othernntise; approraa' by lire ; , fnstd/atrorr of fencing and gates shall be in accflrdance with top >- City Enguieer Gutter flae4irre r , m frcatrari #her . iranents of S�#xrn 80-4 of :the Btarrd�-d � _ _ Lowest inlet gutter elevation . , .625 41mm1 ( j Stott of fanaipor#ment of r atm,�1�v red Harrzantd a ► . _ 0..35 /Jlsnm , 12 H _ .. cr�rrent edition, a oy" leer Water Surfaces (3.bm ,. • nth ra> t . a� Mfdth - 16 (4 ft) 80 Max. a. „ .' Z A 90 thick x 12" wide D.22nr x aim concrete :curb t 58 t. (02m shall be constructed under all farces; a 1,5 (4th} Fit a - 1.875 (3Qmmj } f �� -- ,, P.O watg wall - .� ._ �, aD of 2.D Otim' cterrrerrce between the curb olid fabric stroll be used. aA. 9dv P z7fr� Gate Part 2.875 Class , • Is Poe ( ) 0,575 x 7 t3 (i0mm x 5&nm}' or headwall NO TES. _ RCP � RGI '�.. Min. ,�:t�' C19nr Rat bar en th = ' ` pt1. � 4.1k m camnrt , ( � 9 p4� _ locking � ) (TSmm) O.Q.. gdK ocki g fiance wifli 5.79/6 0 P Outlet $fracture P f � I. All shaiirr shall confam to fire icable t0 025m TYPICAL DETAIL, A T _ u► : _ ( �� 3. See standard l3 f,3 .far ctanCt-ete notes 1rrr►rbuckie .. See Me# D-r1Q 1.5' (88kg�rrr) sections of the ewent specdcotions entitled '�S`tandard " CUL VER T END WAL L S ,�, • - Location and number of _ __. : _ _ . 6i� O fpm ticatkns, State of C ftn Busaress and ( ) 4. tomer posts shell e ins ' • cklre and tit gates in :fence- p al b_ , tolled at afl angles in fence lute � ) ?rat ortatian A c t : Department of Tran ortatiarr` - x h excess of 10.. Z y� _ : o to be deterrnlned in the field 115 1:xrrrn bots SECTION A -AI red current edition 4,5 (Rllm) to (n b the Cit En!: «, 7 Y 9m o of fx 4 11.1 0 • LY. of ole .. , {•�. p - E t:'nrf carrier, and /�,�te #s shy. be braced to the nearest" 2�JtC� - i .... ,! 4.. 2 15de slopes shall not exceed 2,, f "" 1.5y 4Anm ' 47o:post with golmized diagonal or horizontal braces used �ti � W + ( 13.9M compression inernbers and grdwmzed 0,375 (1.Jh�m) stets Y- ( 1 lass '� ,, .. .';: \ �. , ,, A x ,PC Concrete , 3 A11: aced' metal m the outlet structure shill be hot '�. truss roils with tumbuckles ar truss lightener used as tensity DOUBLE GA 7E NOTES" �` , .....,:, doped galvonrzed after' fabrrcertion:: 0.375 (iomm) cdwnrred / 5Omm) Max. members 4 f. A8 word shown shall conform to the applicable 8 G'hain-lltk fence zmd gates or wall shaltcanteen to the ; machine bolts into lead shrefds 2VO Al 50Mm . 4. Concrete shall contain no additives unless _ s or J & Fabtrc shall be fasfened to ate ost, ter�rrnal t, carrier ( sections of the current specrkatrons entitled Standard - speCrtiCations shorrrr stonthrrd drawings 0.12 and I1- t3. Pte" SES 77C,?N A A 9' A Po SpecifiaerMMA, Stole of Coli{£rxria, Business and TrM$- written mW is obtained # the cit fn ine�er / � , x post with .1,25 x 075 5mm x 206m stretcher bar bonds NOTES Y 9, i_ pfd Weld O S 15mm bars r# h It p { } portatiorr ;Agency t?ttment of Tran lotion' rol�tl 9 ,41f n _ - _ Al80 0 cent 1 and '' aPA now dram bairns w th fence shall b terr7 { 2rn} on er � be carstnicted true 10 r�4e rn TABLE . , _ --,age r e s _ rzed .: current edition. rvrttr a �erm�refrt stlant such as Hyr+ar A or apprar�d HEIGHT 1 10mm x bars at t and bottom 50rnm 5 Concrete shah be cured wi#ti a while prr,�rr�wttEd { } aP _ . ' DC ,9 m 3' V(l9' DL Olud Application rate is 25 lbs act's 23k a . A iE WMAL PM cunng compound cam# to suction 90'•-T 018 of * b6tyaR (7.3 del) PW &20, 0/ Fr Me W-1 2, DFa0age basin she// be a minimum of one buidable r entative of the water Hent she// be on s to 2-s/4 : i -71s• the stonda d dkatmns (57 K t;4 inn) POST 4.�0 +r7 lot, fronting on a street, and hm*g o shape and location at the Moe of stenlmlim. (6 ten) FL F_13 -:mac s !f F: 4 End comer; and gateposts shaft be broad to the nearest __ _ . r�carnMe: n -Iv tic table to the Cit ?rear City qr 9 QUAW. 2 0" (5 vM) MOK _ _ 8 No pie :bells shall be placed m the structure � I' ELE' A T ON �.Y; AFTFX! 'l� "04 � Yoa Atlo aorrar Rfi01%TMS is Basin capacity shall conform to Public Parks t)e�rtartrnenf 3, taod ed o*ed drainage SCap p ainage basurs shoal not be Polrc for e . - 7 See standard D 9 for bosrin standard. , OWLET STRUCTURE 1rt rrreJTT Y. - comp Crers and gaV .0..375' (JQrrmj steel truss rads WM #imzruaVes or truss llotarrers used as tmsm members. ... w ^ v gowned by this standard. p M, :SHA CHAIN --LINK FENCE 11. See standard D-11 for temporary drehoge Awh, - M. SHA 5, lKnerr r'e+dwaod suburban screen is f@qurert, rt shat! be used CHAIN-LINK GATES - M.T.S. . sir rro, 4. Any intermediate beach, if approved must be 1:0' with 3 x 5 - 9 fabric so c nabufcted .that the slats are . 9"�9E` (03m) minanum width. Side sluts shall not exceed 21. 1S a S a '. B ELD strait be made will► -fittings or welded write welds CAUFC~ o Ftt.t�r�t>» u-tr .. _ . oats 5. Concrete shr�l d:antarn no dtdditiv�►s unless prior written slzlsw� is from T ai►�' 6 .Z ! /0 STANDARD _ gc�prov�a! obtained the City £ngineer.� aurora � ,,W 6 Concrete shoal be cured with a white U. SHAW pigmented curing DRAINAGE BASIN _:SCALE �. 51#AYi DRAINAGE BASIN compound compl}ftg to section 900-7018 of the standard rn.rs: OUTLET STRUCTURE 3pG'Cirf"CatlflJiS srwL7.1i0: 1 Or- BAM91:18Z 7. No pipe bells shall be placed in the structure; [` lid CffY BAKE F�ALV? CIakI.0 _ . .' FENCING TABLE HEIGHT 1 H _ 6! DC ,9 m 3' V(l9' DL 2>_ 6,r .76 rn iE WMAL PM 3 -?/C Q.Q. G&V PM * b6tyaR (7.3 del) PW &20, 0/ Fr Me W-1 2-s/4 : i -71s• (57 K t;4 inn) POST 4.�0 +r7 2-3/8 d.0.:1�.Y. PIPE (6 ten) FL F_13 -:mac s !f F: 4 End comer; and gateposts shaft be broad to the nearest __ _ . r�carnMe: n -Iv 9 QUAW. 2 0" (5 vM) MOK FEWE FABRIC �.Y; AFTFX! 'l� "04 � Yoa Atlo aorrar Rfi01%TMS .- N J J .- N d _ _ 7 Fabric shall be f�as#abed to .line post, last runny', find both r., tanslfln :wires with tbbrrlcc :bonds spaced appraX 14 (0.j6 } ;tart _ 8. - _ Fabric shelf conform to ASTM A . 9$, Cfass 1. 9..Subgmds preprmatlon: sal be constfucted true to grade Ond • parr, gr crass section with cwpx1W of M to a depth of % groin-lfk fence kkk sha# conn im to f e, Vedfkotkas: of ASW s ( a15n). tion: A -22, DMI 2. C"We be doss 7 and shag be i t h 25 (65inm) & InstaWkn of fencing and gates shaff be in accordance with the - tints of sectiaa 80 4 of the "Standard ` tiaras to 5.5 (t114i»} sump. Concrete slydH be Uriweled smooth rarrr , and brush #a?Mad State of Cdlfac A Dq 1m nt of Trcnspnrtatrbn, 4Wovwd cun'ert edi;rorr: I Concrete Sha# contain no oddltw unless prior written 9 flirting as *edw by:the City of 80wdsfieid Slmdffd ohawing o Z cross section xith corrrw6on of 90Z to a depth of 0,y 015")'. rwvki is obWed ham the aty End: CaWete shall be carntixW under gates sW be and with a whlte ponented au*g compound amp/)iV to sw6w 90-7.01B of the standard spedfatians R * byy 171,o � FL F_13 -:mac 4 End comer; and gateposts shaft be broad to the nearest __ _ . r�carnMe: n -Iv N. do N g j2gg T' N) h ARAM�I STAND 6,1799 tris t with . or harzarid braces used as its' dSTANDARDcn IOltAMN .- N J J .- N d . - 1rt rrreJTT Y. - comp Crers and gaV .0..375' (JQrrmj steel truss rads WM #imzruaVes or truss llotarrers used as tmsm members. ... w ^ v p M, :SHA CHAIN --LINK FENCE - M. SHA 5, lKnerr r'e+dwaod suburban screen is f@qurert, rt shat! be used CHAIN-LINK GATES - M.T.S. . sir rro, with 3 x 5 - 9 fabric so c nabufcted .that the slats are . 9"�9E` ed into positiar and can only he removed .with :toots 1S a S a CfTY' - @AK1C- ELD_ CALF<~ B ELD strait be made will► -fittings or welded write welds CAUFC~ o 0 M Clow 2 Portland Comen. t Concreta CWbr and finish to match Smut ed)bmt pavmant A4,' 4' 4 Pordwid Cement 4 •410 40 4 Concrete 4, 3.0 -.4 4 0 0 �O 0 0 0 SOW Materid (W required) EA_ TC -I IN CONC TE' �URFA NOTES Ashpollk Paint Border Ashpattic, Pah7t 1. Pavement .hail be rpe'pconcreteAX. e ( Bider Base Depth vorkos depending oo the. Existbg A*dt w the 1h: "r" stroll of $0 holo A ".�y fiT be Concrete Pavement Asphalt Concrete C 1.?",r)p1ca/ 0 0 0 Q 0 each side 0 NO TES: Class ll Aggregate ;Base. *v*monsfio end materds.shaff conform: 0 Q 0 to the rTj#bynnents set forth in the Standard com N roodwqy area from, *Street pacm X 0.0 TA&E 8 spWacomms, State of Cdif=4 Department p of rranwtation". awoved current edibm. 304 bWd back of =4 exduding z 7RAFRC WX Drpm 2 Sawcuts shall he mode porailld orat,dgfit 8ackRI angles to the cwte*e of the street. PA TCD' IN A SPHAL T QULCR SIZRFA 3 9epth of select matertal, If requftd, shlo# be f TE detsimined in the geld by the *09#700r. r)e 4; Patches less than 2; 0' fmm existing petchn 0 4' Aopaft .edges of pVnent, or gutter, shop be extended Concrete SurfacingSurfacingAsphaltic P :Paint 8hider to iftcA*exist pthe Int, isoktod, ero of enterme*1e Existing rood the eAtiaq, occWted roadway mixed surfacing 5 Minknum patch width sholl be ZO'ot its 4 Sar lost data used In the Oe* oku0tkol: $be# be sem dinensim, uolm offierwise allowed. by Q the City 6n9kW_ Sdect M01060y rif nwired) �O a 6-Referencte sanalords ST -13 and ST-14br y a licensed engineer and sealed b Ld ry REDUCED OR ENLARGED PLANS. For patch h o*Wt concrete unless otherwise afAr3wedhy the r*y &jkw Mlhhhan Awegate ft'* is to be 0t4` - A, local suets Inlin M*wz 0. 4' asphalt concrete over O5 Class # aggregate bow, 8. Arterial and cafli-eW streets mthknum 0.7, PA TCI W ROAD AA2�iEQ �2URFA CE O*hdw t concrete oIs mss fl 0"am base FILINAME; ST-10RE) SLENAM St-13REV STANDARD STANDARD: pipe z0ft, to conforin to notes 1, 2 of plain end 0 PAVEMENT PATCHES :M, $HAI 4W For puNk, uffilies consttuctbn _T Kauncttfitg APPWMSHM .71175. RM: M � BAKEF09ELD ST -1 I A CALFORINA 01*y mamm mint it, WORKS DEPARTMENT (FOR ROAD TRENCH, PATCHES) PER SITE PLA r r 4 DRIVEWAY D9 00 ,or #4 ®18" OC NATIVE SOIL BOTH WAYS COMPACTED DENSITY �O�:, 12" TYP 95 1 % COMI .,:��::ACTED T.. ALL EDGES CONCRETE PAVEMENT SECTION Poe and #tt#W,sha# be insWed th accordance with the q: EZ � current .ASTM �Wslflcaftw 9-2321. OVy aoss and # Th e follo $hqll S/for trench widths. I PIPE embedinent materkk within the pipe zone wNhe considered sulAaWe. Win the pipe zone, water koding and jefflag shall IN GREA 7ES T TAMPING aASS I BEDDING not be used for bmw compaction for flex&* pos. the DIMENSION OR: SLURRY bedding oared hwnchh7q,sba# be: hand placed to the Sprkg line 1. F wider 4. 0 wider O of the e and prapedy compacted For sewer main Ckss 1.0 or less 'bo I th sides: both ILdIs: bedding is required for bft*9 and houno*g. Care shall be taken not to d7docate the p.0a The: remaining backfill inthe 1,0' up to 2.0'' 1.0" wider &V� wider pipe zone shall be hod placed and compacted in lifts not to both sides both sides 1.5' wider rel widor. exceed,&O'* thickness8ackS material shall be pVOy 22, 0' or more both sides both I , sides compacted to sprih.Olhe prkr to proceeding. J flackrW material abow the pipe zone shall be free of deleterious material and lumps or stones wewft S I T I ANDARD M%w 6/2/" 4.0' in greatest dimension and shat! be placed in not JCU to exceed one foot (I-Oloose) lqws and each low TRENCH BACKFILL shall Me SHAhe thoroughly compacted by mechaned taqpkg. AND COMPACTION I SCALE I REQUI.R.EIVIENTS. AMROVO C" OF SM.938pam, SIT 12 CALFOENA D9 CITY'nuvw-M ICA101f WORKS I T (FOR TRENCHESIN THE ROAD) DEYARTMEN Standlord curb & gutter — L twtsaf 91 wvootlon NOTES Pavement rlrisb Qrode ctj CO COC) PO Q 00 1. Pavement .hail be rpe'pconcreteAX. e ( .corn tion 1,9ffsh *:obtained: Base Depth vorkos depending oo the. ft: rep#wwts of Seclkn 39.0f the: "State cd1tomh. w the 1h: "r" stroll of $0 holo A ".�y fiT be 0 oQt street's Troft Index See conformance with: the. fV#0Wkg tdic o approved current edition, x*ssotherwise required.by Backfil compacted to Wo relative We: 8, below 0 the C#y:Engh0WTraffic LLJ com N roodwqy area from, *Street pacm X 0.0 TA&E 8 2: AgFwdto --base: shill be aoss, # agrVate.: bass. 304 bWd back of =4 exduding z 7RAFRC WX Drpm . 20 wU) < all but the outer 1.0' of the 30 50 I. -Y r)e .3 Structural sections for a// streets shall be designed C) median areas, and in a*A within ............ :5.5 - 6.5 45' using traffic hidexes in accordance with ths pro*Wons of: Section 5.3�1.2 of the &,b&Vk40n and:400000 9. For A d*440tas� sq0::StqpdWd::,4*,*Af0. MJB the eAtiaq, occWted roadway located in. the SubdiWisim- De*Aunad J 4 Sar lost data used In the Oe* oku0tkol: $be# be :: OR 8.5MORE P-51 Ljj furnished by, o::W: testing. lobomtory repart to be *ed •in Back& compacted to 9OX relative A y a licensed engineer and sealed b Ld ry REDUCED OR ENLARGED PLANS. conte olko ht d other areas rm, 33 OF 34 Mlhhhan Awegate ft'* is to be 0t4` - backffll compacted to 907, 6, A sofety,foctar of u2 she be, applied in pavement rel6tim, comm—an cafrulations. Back& In pips zone cwpxled SLENAM St-13REV _Z* 10-90Xrelativoupper limft of pipe zee shall be'. ttrabovo Baafll matedal'ofthin the top Of Poe be orffie outside dometer STANDARD: pipe z0ft, to conforin to notes 1, 2 of plain end 0 and 1 4W For puNk, uffilies consttuctbn _T Kauncttfitg STRUCTURAL. .71175. requIrements as per the PWO Vffilies ChmmissW General Orders pis or A 60, SECTION "Ielmot". for flAweM0 per 4. resting of beck##materials shad be in 00rd0o:ofth theASTM D21 tests listed in Section, 6-3. Olt of :the State Standard: Sinvo.'ficat ST— 13 D9 (or ASTM 111557Method. IC7 for ftndr wkft greater to' 7 CAUMIMM .1.1.1 -, N 0 TES: trono Width is: less, than IS: badflUwIth 2:s%**ffy. carrww9m O PUSUWORKS, DEPARTMENT. REPAIRS 1 backIN for RW Poe 51 Cwpaction tests wff be reW.Ired frail shop be the re$Ps-- Bwkh# materia!' w0h ffie poe zone "I be, free: of lwft Of the Deveoper subAkL-r contractor, A* number ddeter0us material and .shall have a Sod Equiydent of not and location of the tests, shaff be determ#W by ;the :City less + than 20 and shalt conform to the fdloN*W gruding., Enoeff. The tests shaff he hi accadance with the tests sieye:,gzo percentage passhg listed inSection6-J 01 of the State >StandurdSpe0kationg J14 too+ (or ASTM D1557, *tW: `C) No, 4 J5-100 Na 30 2a -1t 6 back Each /qwr. of, ffil motaial .boli'meet The COp0tiOn, ibis bovkfi# � moterld .00 be placed hi not to exceed Ofte sand equhvknt:�nd grai*tkin requk-ements before the next. - .foot' 00 * low) 1q)vs, , 0nufteneausfy on web side of Me /W is placed pipe in such a manner as not to damage or disturb the pope on its alignment and grade. Each 1q)w sbail be, thorw9bly COW- 7, For pavement. patches withk payed aren, see slaodard acted by mechankal tomaing. 8bckff material sfidl be drarkg ST -12 in this deso monud. propedy: compacted to Wk9fifte prior to proceeding: 2 fidakff for tkx&e per: TABLE Poe and #tt#W,sha# be insWed th accordance with the q: EZ � current .ASTM �Wslflcaftw 9-2321. OVy aoss and # Th e follo $hqll S/for trench widths. I PIPE embedinent materkk within the pipe zone wNhe considered sulAaWe. Win the pipe zone, water koding and jefflag shall IN GREA 7ES T TAMPING aASS I BEDDING not be used for bmw compaction for flex&* pos. the DIMENSION OR: SLURRY bedding oared hwnchh7q,sba# be: hand placed to the Sprkg line 1. F wider 4. 0 wider O of the e and prapedy compacted For sewer main Ckss 1.0 or less 'bo I th sides: both ILdIs: bedding is required for bft*9 and houno*g. Care shall be taken not to d7docate the p.0a The: remaining backfill inthe 1,0' up to 2.0'' 1.0" wider &V� wider pipe zone shall be hod placed and compacted in lifts not to both sides both sides 1.5' wider rel widor. exceed,&O'* thickness8ackS material shall be pVOy 22, 0' or more both sides both I , sides compacted to sprih.Olhe prkr to proceeding. J flackrW material abow the pipe zone shall be free of deleterious material and lumps or stones wewft S I T I ANDARD M%w 6/2/" 4.0' in greatest dimension and shat! be placed in not JCU to exceed one foot (I-Oloose) lqws and each low TRENCH BACKFILL shall Me SHAhe thoroughly compacted by mechaned taqpkg. AND COMPACTION I SCALE I REQUI.R.EIVIENTS. AMROVO C" OF SM.938pam, SIT 12 CALFOENA D9 CITY'nuvw-M ICA101f WORKS I T (FOR TRENCHESIN THE ROAD) DEYARTMEN Standlord curb & gutter — L twtsaf 91 wvootlon 41 .1- ..... D 9 (CONCRETE`..... STANDIA01 6.1-1791 CITY RECORD No. -0 Q) (A -0 0 ti Q 4) 0 EL ch aw 47* 0 M 0 L_ 0 0 J�d s Cn Q.0 0 CL IV I (n �5:g 01 S 0 0 > L- 0 (D CL 0 0 CL > 4) (j (U:s 0 "a %_ Cn C: 4) 0 4) C) Q. 4) Lj W Zn E L,Jl= 0 (U 55 C .2 (U -a of >IUO M U U (on � %_-0ci'ZVnEa-�dZ0n cn 0 0 n cn CL Ma >-.I- 0- Zn a a > w (n cn ki T t_? 'D 15 0 n (L) Ca. C.:E.2 Qto__ 5 0,2 > 0 0 C W OR Zn CLq E o'- ` %- Cn E %D . cn= 'n ((,U'b 0 %_ 00 "0 CL r o(n W 'M o a .(n O Zn - c E Lu CLLJ W CLW 6 W, E C-LCOL'0� CCr%W"0'C:_0'0 Cy' X >:(A ot-, 1 0 -tz I= .it- a030= n omm O� (D cn Ci U (U r 0 0 0 = U = % 0 0— _r_ M 111 NOTES 0,601) ctj CO COC) PO Q 00 1. Pavement .hail be rpe'pconcreteAX. e ( .corn tion 1,9ffsh *:obtained: < ft: rep#wwts of Seclkn 39.0f the: "State cd1tomh. w the 1h: "r" stroll of $0 holo A ".�y fiT be 0 oQt par 42r # * D tm t .Standard *d# Of Tr .. . . ... 00 conformance with: the. fV#0Wkg tdic o approved current edition, x*ssotherwise required.by indear-WIT -V 0 the C#y:Engh0WTraffic LLJ LL 2: AgFwdto --base: shill be aoss, # agrVate.: bass. conforming to Sevkr: 26 of #fie State: Standard 4mdritatims. . 20 wU) < More r)e .3 Structural sections for a// streets shall be designed C) 0 using traffic hidexes in accordance with ths pro*Wons of: Section 5.3�1.2 of the &,b&Vk40n and:400000 9. For A d*440tas� sq0::StqpdWd::,4*,*Af0. MJB De* Manual located in. the SubdiWisim- De*Aunad J 4 Sar lost data used In the Oe* oku0tkol: $be# be < 1-- Ljj furnished by, o::W: testing. lobomtory repart to be *ed •in ORIGINAL SCALE SHOWN IS y a licensed engineer and sealed b Ld ry REDUCED OR ENLARGED PLANS. 5. *910um Aa thickness is to be O2' Txv. 33 OF 34 Mlhhhan Awegate ft'* is to be 0t4` - C) 6, A sofety,foctar of u2 she be, applied in pavement V), cafrulations. SLENAM St-13REV 0 STANDARD: 0 4W STRUCTURAL. .71175. PAVEMENT A SECTION 3 two W ST— 13 D9 CAUMIMM FOR CURB carrww9m O PUSUWORKS, DEPARTMENT. REPAIRS 41 .1- ..... D 9 (CONCRETE`..... STANDIA01 6.1-1791 CITY RECORD No. -0 Q) (A -0 0 ti Q 4) 0 EL ch aw 47* 0 M 0 L_ 0 0 J�d s Cn Q.0 0 CL IV I (n �5:g 01 S 0 0 > L- 0 (D CL 0 0 CL > 4) (j (U:s 0 "a %_ Cn C: 4) 0 4) C) Q. 4) Lj W Zn E L,Jl= 0 (U 55 C .2 (U -a of >IUO M U U (on � %_-0ci'ZVnEa-�dZ0n cn 0 0 n cn CL Ma >-.I- 0- Zn a a > w (n cn ki T t_? 'D 15 0 n (L) Ca. C.:E.2 Qto__ 5 0,2 > 0 0 C W OR Zn CLq E o'- ` %- Cn E %D . cn= 'n ((,U'b 0 %_ 00 "0 CL r o(n W 'M o a .(n O Zn - c E Lu CLLJ W CLW 6 W, E C-LCOL'0� CCr%W"0'C:_0'0 Cy' X >:(A ot-, 1 0 -tz I= .it- a030= n omm O� (D cn Ci U (U r 0 0 0 = U = % 0 0— _r_ M 111 0 0,601) ctj CO COC) PO Q 00 V) C,4 to < US E 0 oQt Luuj 6-j: o L< C, < 0 r rV10 LLJ LL LU �4 LL_ wU) < LLJ r)e U) C) 0 _j >— Lij Ne, MJB DATE: 12/20/17 F-_ J < < 1-- Ljj 0 .. •in ORIGINAL SCALE SHOWN IS Lli C) Ld ry REDUCED OR ENLARGED PLANS. SHEET D9 33 OF 34 C) V), M 0 0 0 0 0,601) ctj CO COC) PO Q 00 ry C,4 to < US E 0 oQt Luuj 6-j: L< C, > L) 0 V) C:) O OLA) r rV10 VIM N c0 C', -0005 Uj LL LU �4 DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: I DVS MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 .. . ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D9 33 OF 34 0 z 1 V) W LLJ LAJ V) M 0 L) of LLJ Uj 0 0 Sm ftl_ E Q. 0 co 0 CL C14 1-11 CN 1 U) E Q_ CN CN C14 A c c vvr% I LI\ 111/111 14 1 D11 REFER TO CITY STANDARD CHAIN UNK DETAILS ON SHEET DS FOR ADDITIONAL INFORMATION. FEET 0 1 2 3 D11 CONCRETE BASE 4 11/2"SS ANCHOR BOLTS EQUIPMENT SCHEDULE ITEM DESCRIPTION O SERVICE SADDLE, BRASS MUELLER H-13400 SERIES OR EQUAL 2O CORPORATION STOP, 1" MUELLER B25005N OR EQUAL 0 1" TYPE K SOFT DRAWN COPPER TUBE O 1" STRAIGHT COUPLING PE—IPS X MIP MUELLER H -15426N OR EQUAL 5O 1" ANGLE BALL VALVE FIP X FIP MUELLER B -24285N OR EQUAL 0 1" X 3" BRASS NIPPLE O 1" ELL FIP X FIP O VAULT & COVER, CHRISTY FL12/FL12D OR EQUAL O 1" STRAIGHT COUPLING PE—IPS X FIP MUELLER H -15456N OR EQUAL 10 1/4" OD 304 SS TUBE 11 1/2" X 1/4" REDUCER MPT X CTS COMPRESSION FITTING 12 VINYL CAP WATER QUALITY SAMPLING STATION ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION ITEM DESCRIPTION 13 STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000—HJB OR EQUAL 14 1/2" OD 304 SS TUBE 15 1/2" SS BALL VALVE, FPT 16 1/2" SS COMPRESSION FITTING X MPT 17 1" X 1/2" REDUCER, MPT X FPT WATER QUALITY SAMPLING STATION cnrz moTM as NOTES 1. ALL PIPE AND FITTINGS SHALL BE LEAD FREE. 2. PEDESTAL SHALL INCLUDE DRAIN HOLES IN BOTTOM. FILL BOTTOM 6 INCHES OF PEDESTAL WITH PEA GRAVEL. CHAIN LINK DOUBLE GAT SIE GATE WITH AIN LINK CIFIED ABOVE 1►1/'%T►11 •" 11►T• /1/%►1!111/T lnAii A^ r%11P^ r- 111 PLAN VIEW ARMORCAST 48" X 72" POLYMER VAULT AND COVER INSTALL 12" ELECTROMAGNETIC FLOW METER, BADGER M2000 OR APPROVED ALTERNATE INSTALL VAULT ON NATIVE SOIL COMPACTED TO 95% MIN. RELATIVE COMPACTION 2' COMPACTED GRAVEL BASE VERTICAL STAY GATE POST (T:,,YP) FLANGED COUPLING ADAPTER SECTION A SLOPE AWAY FROM TOP 0 I j M'k Nw-A 01 -o (D c cn -o O �- o .c (D C s o al U .� •o . (a.� .kC ti ''.bOC:"OtoowC (71 Qo o (L) o > o C'2 ->sa��%u -0oN%0-0 vi ni3N(1aLJ oo,ou�Qc o>,o�-v:- .Li CCoru 0C�U1 • -q" w •-w>y OE2woo cci _aco(u ci 0•�- w c 0 o`VQ'.CL CL� tn .r > O (D 2 Cn 0 — (nm NOR o��oEoEa0M (D0rn` ocn cn:2 wawNo- wcoi'�t n`���o3uM u 5'` v o cu s 'ti= C s '1 wo Q .so 04 -CL 54-mbo 0 a 0 11 I 0 w R KA �— CONSTRUCT CONCRETE BLOCK OR ap � '- C)m 5C 8 , e aN�M1 into 'j' BRICKS FOR SUPPORT .- Zi � � O O O >v WWJg 3 %<pCj LLJ Y ; cc::"3 >U L 3 O M Lo _■ �'�/ o EXCAVATE 1'x 1'x 1' HOLE & FILL DESIGN ENGINEER: r� M LICENSE NO: 70415 DRAFTED BY: co INSTALL PIPE SUPPORT DVS Q a DATE: 12/20/17 JOB NO: ---- UNDER METER NOTE PROJECT NO: 214317001 U 0 FLANGED COUPLING ADAPTER SECTION A SLOPE AWAY FROM TOP 0 I j M'k Nw-A 01 -o (D c cn -o O �- o .c (D C s o al U .� •o . (a.� .kC ti ''.bOC:"OtoowC (71 Qo o (L) o > o C'2 ->sa��%u -0oN%0-0 vi ni3N(1aLJ oo,ou�Qc o>,o�-v:- .Li CCoru 0C�U1 • -q" w •-w>y OE2woo cci _aco(u ci 0•�- w c 0 o`VQ'.CL CL� tn .r > O (D 2 Cn 0 — (nm NOR o��oEoEa0M (D0rn` ocn cn:2 wawNo- wcoi'�t n`���o3uM u 5'` v o cu s 'ti= C s '1 wo Q .so 04 -CL 54-mbo 0 a 0 11 I 0 w R KA �— CONSTRUCT CONCRETE BLOCK OR ap � '- C)m 5C 8 , e aN�M1 into 'j' BRICKS FOR SUPPORT .- Zi � � O O O >v WWJg 3 %<pCj Op5�`'-a Y ; cc::"3 >U L 3 O M Lo _■ �'�/ o EXCAVATE 1'x 1'x 1' HOLE & FILL DESIGN ENGINEER: KEVIN BERRYHILL WITH 1 r CRUSHED ROCK LICENSE NO: 70415 DRAFTED BY: CHECKED BY: INSTALL PIPE SUPPORT DVS Z DATE: 12/20/17 JOB NO: ---- UNDER METER NOTE PROJECT NO: 214317001 U 0 J ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. MAINTAIN MANUFACTURER RECOMMENDED STRAIGHT 34 of 34 ~ w C/) Q RUNS OF PIPE UPSTREAM AND DOWNSTREAM. J Jm aLd LJ o M U I o V) FLOW METER INSTALLATION TURNBUCKLE TCH POS FEET3 X POST X—SECTION STANDARD METAL FRAME GATE 8" MIN WITH 11 GAUGE 2" MESH CHAIN p 1 Zgo LINK FABRIC LENGTH AS SPECIFIED 41 1� oi-i CHAIN LINK SINGLE GATE 6.1-1791 CITY RECORD No. 0 J U Z I 3 N Q N W Cl V U) H W W 2 i C 0 a E C: U L 3 0 U w U) Q. I 0 0 r i N 1 to w 3 a M r 0 N C> N ap � '- C)m 5C 8 , e aN�M1 into Hto r ^< 0 _ v ! U (a�E cri Z .- Zi � � O O O >v WWJg 3 %<pCj Op5�`'-a cc::"3 >U L 3 O M Lo _■ �'�/ o to to DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 DRAFTED BY: CHECKED BY: DVS MJB DATE: 12/20/17 JOB NO: ---- PROJECT NO: 214317001 PHASE: 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET D11 34 of 34 0 J U Z I 3 N Q N W Cl V U) H W W 2 i C 0 a E C: U L 3 0 U w U) Q. I 0 0 r i N 1 to w 3 a M r 0 N C> N