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6.1-1832 Revision
N Mon. I lam 13 C1 SHEETINDEX SHEET ® SHEET DESCRIP11ON GENERAL C3 SITE 8t GRADING PLAN 1 G1 COVER 10 G2 LEGEND dt ABRREVIATiO 3 G3 GENERAL NOTES 19 G4 GENERAL NOTES 5 G5 PROCESS FLOW DIAGRAMS CIVIL 13 C1 HORIZONTAL CONTROL PLAN 7 C2 DEMOLITION & EROSION CONTROL PLAN 15 C3 SITE 8t GRADING PLAN 16 C4 PIPING PLAN 10 C5 PIPING SECTIONS & DETAILS 11 C6 STORM DRAIN PLAN & PROFILE 19 C7 STORM DRAIN PLAN & PROFILE 13 D1 GAC VESSELS 14 D2 MISC DETAILS 15 D3 DISC DETAILS 16 D4 MISC FOUNDA11ON DETAILS 17 D5 MISC DETAILS 18 D6 COB MISC DETAILS 19 D7 COB STREET DETAILS 20 D8 COB LANDSCAPE DETAILS ELECTRICAL 1 E0 ELECTRICAL DETAILS 22 E1 ELECTRICAL SINGLE LINE DIAGRAM 3 E2 ELECTRICAL SITE PLAN IBM • # bd ELEVA11ON 363.45' USGS DATUM TOPOGRAPHY ' ! i : ' R OGRAPHY SHOWN IS FIELD SURVEY DATA PROVIDED BY CALVADA SURVEY, INC ON MAY 23, 2016, UNDER THE DIRECTION O ARMANDO D. DUPONT, PLS LICENSE 7780. :♦` HOARY NOTE THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMA"nON TIED TO PHYSICAL MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF ARMANDO D. DUPONT, PLS LICENSE 7780. :. OE BEARINGS CALIFORNIATHE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), ; S111E UENCHMARK THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S. "ARM11", a i :: CITY OO F = A � ERSFIELD DEPARTMENT OO F' " ATER RESOURCES A ff At ff, 711 _Am Effe I J !I I iA 1, jPIr r► O AND Mo -i 0101500 BRIMHALL BAKERSFIELD, CALIFORNI) I Cb s O r] X W, WiT QUANTITIES TABLE 18" RCP 11074 LF 48" H 3 EA STATE OF CALIFORNIA NO 7E.- CON7RACTOR MUST POSSESS FOLLOWING VALID NO THE CONMACTOR SHALL CONTACT THE USA LOCATOR SER WCE 81 It 48 HOURS PRIOR TO EXCA VA 770N. Job No.: 2143-18-001 File Path: G:\WM Lyles -2143\214318001 -Grp 3 Ph 1 COB TCP Mitigation\DWG\SHEET\CBK029\GENERAL File Name: G1 COVER.dwg No. 70415 CIV �4 9rF 4F CAt-t1��� COEYRIGHT-PRIMHARD ENGINEERING GROUINC.I H RE5ERVEQ 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 & Pritchcrd Engineering Group, Inc. In the event of unauthorized reuse of these plans bya 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. WATER RESOURCES MANAGER r tg { An Employee Owned Company 1800 30th STREET, SUITE 280 DAKERSFIELD, CALIFORNIA 93301 661/616-5900 FAX 661/616-5390 www.ppeng.com STUART •44898, + ASSISTANT PUBUC WORKS DIRECTOR IIJ TCP M1 TIGA TION PROJEC T BAKERSFIELD., CALIFORNIA 0 1 K M I I aww � to 0.r' cri c.> � v .,_, o `a'`� Z' •'= '-moo` A AGGREGATE ASE HDPE HIGH DENSITY POLYETHYLENE S STILLING WELL NE DESCRIPTION Q mmcn` " �' " �' ` a L S tC gj L- �- q� a Q 0 W AC ASPHALT CONCRETEHDR HEADER (T} THREADED EXISTING NEW SYMBOL DESCRIPTION ; �,.__ o �= a� >, - E }ty m: I a a-+ ACP ASBESTOS -CEMENT PIPE HDW HEADWALL T THREAD WATER LEVEL EXISTING NEW _ o � �; 5 - E ALUMINUMAD DISK HGL HYDRAULIC GRADE LINE TB TOP BOTTOM ° ` E I 0 _ _. GG AGGREGATEHORIZ HORIZONTAL TOP OF BANK BARRICADE C*} ELECTRIC METER o o ` -015 > - a 4"� cz� ow AH HEAD HP HINGE POINT, HIGH POINT, HORSEPOWER TB TEMPORARY BENCHMARK �- L a a �' a LT ALTERNATE HP GAS HIGH PRESSURE GAS �������-� , , �� F CONTOUR {DEPRESSION} D PAD MOUNTED TRANSFORMER � °� - a " Q �3�cv► a3ac «-� > TC TOP OF CURB �-^' )o > 0- cu o A=AP ANGLE POINT HP HIGH PRESSURE SWITCH TCE TEMPORARY CONS UCTION EASE T. 123 CONTOUR (MAJOR) ELECTRIC VAULT 4 "-0 o 45 -a 12T° - PP O APPROXIMATE H HANDRAIL I TENSILE DUCTILE IRON °° ' °�' � a� Q >, CONTOUR (MINOR) UTILITY POLE ( � �,- a w a P ASSESSOR'S PARCEL NUMBER H f T HUB TACK _n_ _M_. m w_.w.._N_ _.. M .::_ w .:_:. a_: w:Nw..:.m � a a a o TELE TELEPHONE EMBANKMENT TOE a `� V AI RELIEF VALVE H HIGH WATER LEVEL TF TOP OF FOOTING '` ma a. �.". �.rw N Ua UTILITY POLE ANCHOR '� � ° " o w 0� �� S ERIC SOCIETYFOR STING AND MATERIALS HYDRO HYDROPNEUMA11C TFC TOP FACE OF CURB m . w ..:. _.._w wµ." ..,vw . EMBANKMENT TOP �z w.= X mac•`- a ~ o V AIRT ID INSIDE DIAMETER TG TOP OF GRATE C ELECTRIC MANHOLE '' � o �, c o o � 22:5':5 b -a _ _ ._ _ _ ._ _ __ _ _ FENCE (BLOCK WALL) a AVENUE I INCH TH THREAD 0 GAS METER A A AMERICAN WATER WORKS ASSOCIATION INV INVERT TL TOP OF LINING .......,� ....,,� ,_. FENCE (CHAIN LINK) BARRIERBAR IP IRON PIPE TOE TOE OF SLOPE FENCE (WOOD) ISI 13 GAS VALVE C BEGIN CURVE IRR IRRIGATION TOP TOP OF SLOPE BD BRASS DISK JP JUNCTION POLE TP TOP OF PIPE VALVE X x FENCE (WIRE) SANITARY SEWER CLEAN OUT FP BACKFLOW PREVENTER LBS POUNDS TP TELEPHONE POLE FV BLOCK FLOW VALVE LC LENGTH OF CURVE TR TELEPHONE RISER SF FENCE (SILT) ANIL BK BACK LCW LONG CRESTED WEIR TRR TELCO RISER � OR SANITARY SEWER MANHOLE BLDG BUILDING LF LINEAR FEET TRANS TRANSFORMER GATE SWING m BLOWOFFBLF LG LONG TRFC TRAFFIC -- GRADE BREAK SSMH (ECCENTRIC CONE} BM BENCHMARK LT LEFT TOP TOP OF STRUCTURE a 0 a a a a GUARDRAIL ❑ STORM DRAIN CATCH BASIN 0 BOLLARD LPG LIQUEFIED PETROLEUM GAS TS TOP OF STRUCTURE STORM DRAIN INLET BTM BOTTOM MAX MAXIMUM TSB TELEPHONE SPLICE BOXRAILROAD BVC BEGIN VERTICAL CURVATURE MB MAILBOX TTW TREATMENT TO WASTE _ _ _ _ _ RETAINING WALL }--•----< STORM DRAIN CULVERT BW ACK OF WALK MCC MOTOR CONTROL CENTER (Ty} TYPICAL BWL BACK OF WALL MFR MANUFACTURER TOP OF WALLSWALE CENTERLINE @ STORM DRAIN MANHOLE BWR BARB WIRE MH MANHOLE UG UNDERGROUND C, CONC CONCRETE MIN MINIMUM UP UTILITY POLE .. ... SWALE WjFLOW ARROWS MAIL BOX 4 CA CALIFORNIA MIC MISCELLANEOUS UT UTILITY ��ry W-a� �� -- -° -- WATER (LAKE/POND) -o- SIGN 5 -- �- -- --® -- -�-° �- -- -�- -� WATER {MARSH/SWAMP} � CAB IAL N U/S UPSTREAM_Mw.. w YARD LIGHT C CATCH ASI AG NAIL VCP VERIFIED CLAY PIPE CBL CA P MEDIUM PRESSURE GAS LINE VERT VERTICAL GIG XXL C C COMPUTER/COMM. (BURIED) GUARD POST FS CUBIC FEET PER SECOND PT ALE PIPE THREAD VG VALLEY GUTTER E XX" ELEC (AERIAL) ELECTRIC (AERIAL) p b CONTROL POINT CHK CHECK RKR MARKER XX ELEC (BURIED) CHLK CHAIN LINK MS MILD STEEL VLV VALVE p) E(P) ELECTRIC (BURIED) BENCH MARK CI CAST I 0 (N) NORTH (W} XX FO ST FO FIBER --OPTIC o IRON PIPE IP CAST IRON PIPE NA NORTH AMERICAN VERTICAL DATUM W WATER CI CP CAST -IN-PLACE CONCRETE PIPE C NORMALLY CONSOLIDATED WATER LINE G(p) G(P) XXGAS Q 0 MONUMENT CL CLS NG NATURAL GROUND WATER METER IRR XXL � GAS IRR IRRIGATION 0 CLVT CULVERT NGVD NATIONAL GEODETIC VERTICAL DATUM WS WATER SERVICE XX" OIL MONUMENT (OPTIONAL) z CENTERLINE NIC NOT IN CONTRACT 0 OIL CLF CHAIN LINK FENCE NPT NATIONAL PIPE THREAD WATER VALVE OWNERSHIP TIE WASTE WATER s9p) wp) XX" SS SANITARY SEWER CLR CLEAR, CLEARANCE NTS NOT TO SCALE/ CLC CEMENT MORTARLINED COATED OC ON CENTER W WITH FM XX" SANITARY SEWER FORCE MAIN LOT NUMBER CMP CORRUGATED METAL PIPE OD OUTSIDE DIAMETER /0 WITHOUT _ _ _ _ _ _ _ _ _ _ XX SANITARY SEWER LATERAL TELEPHONE RISER C CONCRETE NAIL OH OVERHEAD XX" SI o CNS COMPACTED NA11VE SOIL OP OPERATING S SIGNAL INTERCONNECT {BURIED} TELEPHONE VAULT coSEWER CLEAN OUT OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION XX" STEAM STEAM CONT CONTINUOUS OT OVERHANG TOP XX SD 2—NOZZLE HYDRANT CONST CONSTRUCT/CONSTRUCTION O& OPERATIONS & MAINTENANCE H.a.„ " } ...,- ...4 .. -...y STORM DRAINAGE COR CONE (P} PROPOSED XX" TELE (AERIAL) TELEPHONE(AERIAL)-C- 3—NOZZLE HYDRANT CORP CORPORATION PB PULL BOX XX" TELE (BURIED) COL COLUMN PC POINT OF CURVATURE XX" TV AERIAL TELEPHONE (BURIED) FD @ FIRE DEPT. CONNECTION COUP COUPLING PCC POINT OF COMPOUND CURVATURE TV TELEVISION (AERIAL LINE) P CONTROL POINT PCC PORTLAND CEMENT CONCRETEXX" TV BURIED F 0 FIRE VAULT IW - CR CRO TV PE PERMANENT EASEMENT XX" W TELEVISION (BURLED LINE) CU CUBIC PER PERIMETER w(p) ) w(p) WATER ® WATER METER Y CUBIC YARDS PI POINT OF INTERSECTION A DRIVE APPROACH PIP PLASTIC IRRIGATION PIPE - -- CENTERLINE ® WELL V) EC DECIDUOUS PLC PROGRAMMABLE LOGIC CONTROLLER EASEMENT L j DEMO DEMOLISH/DEMOLITION PROPERTY LINE - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..�. - - _ ...... _ .�....�..w..�..,�....... - _ �....�.. _ _ WATER VALVE a 0 I DROP INLET PNL PANEL MEANDER LINE u0 IA, 0 DIAMETER POC POINT ON CURVE PROPERTY LINE BLOW-OFF„Q •C[ a I DIMENSION „� POL POINT ON LINE x < --- DIP DUCTILE IRON PIPE POT POINT ON TANGENT _ _ _ _ RESERVATION/PARK/FOREST w > PP PO POLE - - - - - - -- ---- -- RIGHT--OF--WAY AIR RELIEF VALVE � Q � J /S DOWNSTREAM DRIVEWAY PRC POINT OF REVERSE CURVATUREW C`J I”- Q G DRAWING PRV PRESSURE REDUCING VALVE RELINQUISH ACCESS LINE BFP F BACK FLOW PREVENTOR --� ( m I 0 M w vi (E) EXISTING, EAST PSF POUNDS PER SQUARE FOOT -- -- -- SECTION LINE GATE VALVE HANDLE � -1 0 Z o EA EACH PSI POUNDS PER SQUARE INCH STATE/COUNTY/CORPORATE LIMIT � �-- �-- � i.i � cwa EN CUR PT POINT OF TANGENCY ECC ECCENTRIC PVC POLYVINYL CHLORIDE REVISION CLOUD Z w I Of m STILLING WELL �uj EF EACH FACE PVCC POINT OF VERTICAL COMPOUND CURVATURE o�n ' SAWCUT LINE a FENCE POST O uj � m EG EXIS11NG EXISTINGGRADE PVMT PAVEMENT INTERIOR LOT LINES I __<Z L, ELEV ELEVATION PVRC POINT OF VERTICAL REVERSE CURVATURE oD FENCE GATE `� z LC EPDXY LINED & COATED PVI POINT OF VER11CAL INTERSEG1I01° �., .�.,, 1 w 0 LEC ELECTRIC R RADIUS STREET LIGHT LL ELBOWRBR REBAR � I� � �CN EM ELECTRIC ME RC RADIUS OF CURVE C DESCRIPTI (D IRRIGATION CONTROL VALVE Imo_. OL END OF LINE RCP REINFORCED CONCRETE PIPE EXISTING NEW CL_ CJ Ctf z P EDGE OF PAVEMENT RD RELA11VE DENSITY 0 TREE U w EPB ELECMC PULL BOX RD ROAD PINE TREECn UIV EQUIVALENT RE REFERENCE AGGREGATE INY EST EASEMENT READ REQUIREDK�: EUC EUCALYPTUS RET RETURN �°�� � WATER FAUCET � m, VC END VERTICAL CURVE REV REVISION «� Mgg E EACH AY RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE AC PAVEMENT REVISION N RGS RIGID GALVANIZED STEELEXP EXPOSED _ RP RADIUS POINT �-, v r(F) TUR CONSTRUCTION CALLOUT a"°R RAILROAD W�C X F I FURNISH & INSTALL FD FOUND RT RIGHT °rr :' :� . �. � Y . " �� " CONCRETE PAVING O � v � 0 - FDC FIRE DEPARTMENT CONNECTION RTU REMOTE TERMINAL UNIT .'.a"xe DETAIL NUMBER g � 3 R W RIGHT OF WAY DETAIL CALLOUT o w 10 3 FF FINISHED FLOOR j SHT SHEET NUMBER - cn �, v G FINISHED GRADE (S) SOUTH, SOLVENT WELD "^ CONCRETE LINING (PLAN VIEW) E 00m FH FIRE HYDRANT S SUP , Cwc FL FLOW LINE S= SLOPE ---�- LINE BREAK m FL G FLANGE SCH SCHEDULE FLG FLANGED SCP STANDARD CONCRETE PIPE "° EARTH PIPE END (SCHEMATIC} DESIGN ENGINEER: F FORCE AIN SD STORM DRAIN T KEVIN BERRYHILL C FENCE SDMH STORM DRAIN MANHOLE PIPE END LICENSE NO: FRP FIBER EIFORCED POLYESTER PIPE SEC SECTION 7Q415 0 FS FINISH SURFACE SERV SERVICE RIP RAP Y DRAFTED BY: CHECKED BY: SF SQUARE FEET : '.....,.s ".j FT FOOT/FEET PAD MJB SP SERVICE POLE EMBANKMENT ARROW FW FRONT OF WALK SPEC SPECIFICATION DATE: 08-14-2018 FWL FACE OF WALL x GA GAUGE SPNDL SPINDLE ;r`: SAND JOB NO: 214318001 SQ SQUARE AL GALLON -- SS SANITARY SEVER PROJECT NO: --- GALV GALVANIZED S7 HWL= XXX XX- HIGH WATER LINE PHASE: G GRADE REA SS O STS STAINLESS STEEL µ G GAS METER SSMH SANITARY SEWER MANHOLE x .: GRATING -- D GP GALLONS PER MINUTE STA STATION ~� .�, .: �� GR1� GRAVEL STD STANDARD f N (E} XX XXX.XX XX XXX.XX SPOT ELEVATION ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR GS GAS STL STEEL Y EXPANDED METAL x �, STP STAND PIPE r $ REDUCED OR ENLARGED PLANS. GSV GAS VALVESTRC STRUCTURE SHEET � GUY GUY WIRE STRP STRIPING SECTION VIEW " GV GATE VALVE S SWALELO HD HEAD CITY RECORD No. OF 23 CID a d edb r + 1. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR UTILITY COMPANIE'S HAVING INTEREST IN THE WORK OF ! #R'S INTENTION TO EXCAVATE PROXIMATETO GOVERNMENTEXISTING FACIU11ES AND THE CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, AND SIZE OF ALL UTILITIE�5- IN THE WORK AREA. THE WORK SHALL NOT BE COMMENCED UN11L THE CONTRACTOR HAS FIRST BEEN PROVIDED AN INQUIRY IDN11FICA11ON NUMBER FOR SUB -SURFACE INSTALLATIONS AS SPECIFIED IN SEC11ON 4216 OF THE #D 2. THE CONTRACTOR OBTAIN 1 a A # i • i • r # # GIVING HIM • PERMISSION TO , •#i r PROPERTY • r r i PURPOSES # # IMPROVEMENTS # #CONSTRUCTING DELINEATED ON THE PLANS AND TRANSITIONS THERETO. 3. CONTRACTOR SHALL N011FY AND COORDINATE ALL RELATED WORK WITH THE FOLLOWING AGENCIES: 1. CITY OF ` # i 2. CALIFORNIA WATER SERVICE CO. 3. PG&E 4. SPECTRUM AT&T5. • i } a 7. ANY OTHER AGENCY GRANTING AN OR ADJACENTPURVEYOR rit 4. ALL WATER DISTRIBUTION SYSTEM MAINS AND SERVICE CONNEC11ONS SHALL BE KEPT IN CONSTANT SERVICE DURING THE WORK. ALL PROJECT WELLS SHALL REMAIN IN SERVICE EXCEPT FOR LESS THAN ONE WEEK SCHEDULED SHUT -DOWNS COORDINATED WITH THE OWNER. QWXfl�� 1. ALL EXISTING CONCRETE AND AC PAVEMENT IMPROVEMENTS SHOWN TO BE REMOVED SHALL BE SAW CUT A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. 2. UNLESS NOTED OTHERWISE ON THE PLANS, ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE DISPOSED OF BY i • , #• 01, YESSELS DAMAGED1. REFER TO EVOQUA SUBMITTAL PACKAGE DATED MARCH 7, 2018 FOR GAC VESSEL SKID PHYSICAL CONFIGURATION; FIELD ASSEMBLY INSTRUCTIONS; AND INSTALLA11ON INSTRUCTIONS. 2. CONTRACTOR SHALL TOUCH-UP EXTERIOR COATING OF MANUFACTURER FURNISHED VESSELS AND PIPING 3. INTERIOR LINING OF ALL VESSELS SHALL BE INSPECTED i AFTER DELIVERY TO THE * HOLIDAYS n CONCHEIIE NOES 1. ALL CONCRETE -i SHALL NORMAL CONSISTING OF TYPE II/V PORTLAND !wA. AGGREGATE, #+ r AGGREGATE, } + WATER (WATER:CEMENT RA110 SHALL NOT EXCEED 0.45 ABSOLUTE BY WEIGHT, AND SLUMP SHALL #EXCEEDCONCRETE 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, ., AND SIDEWALKS+ref PSI STRUCTURAL ## !01 PSI ALL OTHER STRUCTURAL CONCRETE 41000 PSI Rl iA ila u E, CONCRETE! # CONFORM i ACI 318 (LATEST EDITION). CONCRETE r COMPLY ASTM , SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND O * TYPES OF # OTHER A SPECIFIEDOR SHOWN THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK # FORMS, REINFORCING OR PLACING a ## AADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A NY KEYWAY AND SHALL * ! BY THE ENGINEER. REFER # SPECIFICA71ONS AND TYPICAL DETAILS FOR ! ADDITIONAL OPENINGS,CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE. PIPESLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL INSTRUMENTATION, AND OTHER PLANS #* #* ANITEMS D # CONCRETE ARE NOT INDICATED OR SHOWN ON STRUCTURAL DRAWINGS. NO PIPES OR SHALLSLEEVES PASS y •# STRUCTURAL • w• r SHOWN ON STRUCTURAL DRAWINGS. COORDINATE DRAWNIGS FOR ANCHORING DEVICES. CONCRETE SHALL BE PREVENTED rr r# PREMATURE •+* D* FOR CURING PERIOD OF AT LEAST SEVEN DAYS AFTER IT IS PLACED. R i s KEPT ! SHALL # i ! # i ! OF CONCRETEWATER CURING, THE BE PROTECTED APPROVED CURING COMPOUND. SURFACES } BE KEPT MOIST THE COMPOUND APPLIED. # WITH THE EXCEP11ON OF i !} # CONTROL #SHALL HOURSBE PLACED NO GREATER THAN 10 FEET APART IN BOTH DIRECTIONS WITHIN 8 OF CONCRETE • PLACEMENT ON ALL CONCRETE SLABS. PROVIDE CONTROL UNREINFORCED SLABS s • # A GUIDELINES. ALL EXTERIOR , i SLABS r SHALL SLOPED ALLOW ' DRAINAGE RUNOFF WATER TO PREVENT PONDING. UNI ESS NOTED OTHERWISE,! R EDGES CHAMFERED 3/4 INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS CONSTRUCTION JOINTS. f) A ALL SLABS »! ♦, HAVE i { x.FF=35 k 1. TOWELED FINISH WITH AND 1 1 ! r ! 1 PIPE } } a)ALL BURIED PIPING WITHIN THE SITE PROPERTY LINES SHALL BE DUC11LE IRON PIPE CONFORMING TO SPECIFICATION +! 05 i# UNLESS OTHERWISE NOTED. ABOVE FLANGED #' GROOVED CONNEC11ONS CONFORMINGTO SPECIFICATION 40 05 00 UNLESS OTHERWISE NOTED OALL STORM DRAIN PIPING WITHIN THE PUBLIC RIGHT OF WAY SHALL RUBBER r #r r BE ASTM C76 CLASS # GASKETED PIPE UNLESS OTHERWISE NOTED. d)ALL SODIUM HYPOCHLORITE PIPING SHALL BE CLEAR 1/2 -INCH POLYETHYLENE TUBING INSIDE OF EPVC OR OTHER APPROVED LONG RADIUS1 i !RMING TO SPECIFICATION 40 05 ii UNLESS OTHERWISE i :. e)ALL LANDSCAPE IRRIGA11ON PIPING 2 INCHES AND SMALLER SHALL BE SCHEDULE 40 PVC CONFORMING TO SPECIFICA11ON 41 05 f! UNLESS OTHERWISE NOTED. f)DRAIN PIPING 4 INCHES AND SMALLER SHALL BE ASTM D 3034, SDR 35. THE CONTRACTOR SHALL COMPLY NTH ALL RECOMMENDA11ONS CONTAINED IN THE SITE-SPECIFIC GEOTECHNICAL INVES11GA11ON REPORTS PREPARED BY SOILS ENGINEERING INC. IN 2018. FOR CONVENIENCE, KEY GEOTECHNICAL REPORT RECOMMENDATIONS HAVE BEEN SUMMARIZED FOLLOWING 1 » # CBK-29 GEOTECHNICAL O i a `, r it COMPACTION -1 A# STRIPPING r STRUCTURE ULTIMATE DESIGN WIND SPEED PAVEMENT EXPOSURE 1 i A 1 i # + COMPAC11ON :: r ## ## i ROOF WALL 1 • ! w ! REMAINDER TO I�I l SPECTRAL RESPONSE ACCELERATION Ss # LUS 12" SPECTRAL RESPONSE ACCELERATION Si 12 SPECTRAL RESPONSE COEFFICIENTS SDS 0.781 g SPECTRAL RESPONSE COEFFICIENT SD1 0.4288 SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SCARIFIED 5 BEYOND SCARIFY D SEISMIC FORCE RESISTING SYSTEM VARIES DESIGN BASE SHEAR VARIES SEISMIC RESPONSE COEFFICIENT C$ AND RESPONSE MODIFICATION FACTOR R AND ANALYSIS PROCEDURE ELF . WATER LOAD: i l DESIGN HIGH WATER LEVEL N/A w ! } ; COMPACT (M �!e_ \ ) W `hr/ < ' con 0 v a .. 1p.. e-+ �•c a� CUA ,� � 4' a Q� Cn -M 4.0 +-+ C C t.. .1� LT CS Q Q3 O } 3N�O tt'WoGL tJJ c cu c w oD 0�-cn��-�-v _ Q? V `v�0Q�r-ra`'`c`a �� o «mak -0cz oc i Ty +�' d_ --d lois p c p 'C7 O ii ca O 43 C :E O Qi 0 .... C C» 0 4_ 04, C -` E v • (n O N N, E N Q E -0-W5 cvvco_�c �q��ttlLtJU V++ - W p �•� � 0 CD FE So rs. a41CL :3 4,tL-0C� � 2. RESTRAIN ALL --SITE PRESSURE PIPING IN ACCORDANCE NTH SPECIFICATION 40 05 00, PARAGRAPH 2.19. RUST BLOCKS WILL NOT BE ACCEPTABLE. r>m- 3. PROCESS (GAC VESSELS) SHALL BE EQUIPPED NTH A LOCKOUT DEVICE: a)BURIED GATE VALVES SHALL BE EQUIPPED WITH A LOCKING DEBRIS CAP. SW SERVICES LOCKING DEBRIS CAP OR EQUAL. b)ABOVE-GRADE VALVE HANDWEELS SHALL BE EQUIPPED WITH A LOCKOUT DEVICE. ULINE, BRADY LOCKING COVER OR EQUAL. DEVICE LABELS OPENING 4. THE WORK CONTAINED HEREIN SHALL COMPLY WITH 1111-E 22 SEC11ON 64572 OF THE CALIFORNIA CODE OF REGULATIONS. REFER TO WATER MAIN SEPARA11ON REQUIREMENTS DETAIL. 5. ALL ABOVE GRADE PIPE SHALL BE PAINTED NTH THE COATING SYSTEM SPECIFIED IN SECTION 09 90 00 OF THE SPECIFICATIONS. PIPE COLOR SHALL BE AS SELECTED BY THE OWNER. 10 r 8. ALL HARDWARE FOR BURIED PIPE CONNECTIONS SHALL BE STAINLESS STEEL REGARDLESS OF TYPE (RESTRAINED MJ, FLANGE, ETC.). 0 z 7. NEW WATER MAINS SHALL BE DISINFECTED AND TESTED IN ACCORDANCE SPECIFICATIONS# i •. PLACED INTO SERVICE. ! i • • i • r 4 * , ## J• r a # � x x A i # # 1. RISK CATEGORY OF BUILDING: IV 2. WIND LOAD: WIND IMPORTANCE FACTOR Iw ULTIMATE DESIGN WIND SPEED 115 MPH EXPOSURE AR, W31 OR D31 WIREI r # ` SMALLER s :AND INTERNAL PRESSURE COEFFICIENT I COMPONENTS & CLADDING BARS + ♦ !. r M . x DESIGN MIND PRESSURE ROOF WALL 3. SEISMIC LOAD: SPECTRAL RESPONSE ACCELERATION Ss 1.082g SPECTRAL RESPONSE ACCELERATION Si 0.4028 SPECTRAL RESPONSE COEFFICIENTS SDS 0.781 g SPECTRAL RESPONSE COEFFICIENT SD1 0.4288 SEISMIC IMPORTANCE FACTOR Is 1.5; 1.0 FOR BACKWASH TANK SITE CLASS 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 . WATER LOAD: i l DESIGN HIGH WATER LEVEL N/A 5. EARTH LOADS: ACTIVE EFP 32 PCF AT --REST EFP 43 PCF PASSIVE EFP 410 PCF CONCRETE501L AND EOUNDA119H NQTES 1. ALL F001INGS AND SLABS BEAR ! AND/OR INTO PROPERLY COMPACTED CONDITIONS,DENSITY OF 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY SOIL OWNEZ, CONSULTMUST GEOTECHNICAL ENGINEER AND THE FOUNDA11ON PLAN MUST BE APP.# 2. FOUNDATION WORK TO BE DONE PER 2016 CBC, CHAPTER 18. 3. THE SOILS IN THE PROJECT ARE GENERALLY CLASSIFED AS "SILTY SAND". 4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON: GEOTECHNICAL INVESTIGATION REPORT TITLED: 17-16586 A ... 1 REPORT ! i r .. k PREPARED: r r k r D 1• ! i i NAME ENGINEERING! -:#+SOILS PHONE NUMBER OF ! 661-831-5100 5. ENGINEERING DESIGN OF FOUNDA11ON IS BASED ON: a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 3000 # SF FOR DEADAND LIVE LOADS AND 4000 PSF FOR WIND AND SEISMIC LOAD COMBINATIONS » • i' i SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER IHAN Ir ALLOWABLE THE MINIMUM REQUIREMENTS SHOW ABOVE, N07nFY THE ENGINEER OF RECORD ! #COEFFICIENT IMMEDIATELY. s NOTIFY THE GEOTECHNICAL FOR INSTRUCTIONS PRIOR TO CONTINUING WORK * ANY UNUSUAL BECOME APPARENT iw, * DURING PLACEMENTOR FOUNDATION EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDA11ONS 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 # REINFORCINQNOTES DIFFERENT1. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWIS SHOWN, WIHERE Ld IS THE TENSION DEVELOPMENT LENGTH. MEN BARS OF LAP TO ACH OTHER, SPLICE FOR . SMALLER i k y r USED.CAN • 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 'r # OR 90* BENDS. 4. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR SUMBIT AN ICC REPORT FOR COUPLERS. CENTER5. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN TH OF THE SECTION UNLESS NOTED 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: :Or COVER •. t REINFORCEMENT CONCRETE # r ALL SIZES CONCRETElliz r # TO EARTH ! • WEATHER • • a r AR, W31 OR D31 WIREI r # ` SMALLER s :AND I *i 11 Z I 1 BARS + ♦ !. r M . x SMEL NOIES 1. ALL EXPOSED STEEL SHALL BE DIP GALVANIZED [OR PAINTED WITH A THOROUGHLYMINIMUM OF ONE (1) COAT OF RUST INHIBITIVE PRIMER AFTER BEING 2. STRUCTURAL SPECIFIED ! i t THE FOLLOWING, UNLESS OTHERWISE: t STRUCTURAL SHAPES AISC HP, PER MANUAL EDITION, TO COMPLY # ASTM A36 • ksi) UNLESS NOTED OTHERWISE. b. STRUCTURAL r SHAPES COMPLY ASTM A992 (Fy--50 ksi) UNLESS NOTED OTHERWISE. c. STRUCTURAL STEEL TUBING, AS PER AISC MANUAL 13thED111ON, TO COMPLY A500 GRADE B (Fy--46 ksi) UNLESS NOTED OTHERWISE. A STRUCTURAL ♦EDITION,!COMPLY t WITH ASTM A53 GRADE NOTED # • 3. ANY MATERIAL REQUEST WITH DIFFERENT SPECIFICA11ONS THAN NOTED ABOVE ARE TO BE DIRECTED TO THE DESIGNER, IN A 11MELY MANNER, PRIOR CONSTRUCTION AND/OR INSTALLATION. ANY ITEM OF A DIFFERENT � 1 SPECIFICATIONINSTALLED, WITHOUTPRIOR WRITTEN APPROVAL NOT MEET THE PROJECT ENGINEERING REQUIREMENTS NECESSITATING A REMOVAL AND/OR SIGNIFICANT REVISION TO ITEMS INSTALLED. 4. STRUCTURAL STEEL DETAILING, BUILDINGACCORDANCE WITH THE 13th ED11ION OF THE AISC MANUAL AND THE LATEST ED11ION OF STRUCTURAL STEEL DETAILING BY THE AISC. 5. A STEEL DESIGN SHOWN ON THESE DRAWINGS ARE COMPLETED. THE CONTRACTOR SHALL . iMINE NIEN t WHERE TEMPORARY #r A*BRACING 6. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE. W I" ui W V) W w Lij O CJ W O7 < CSI < i l p0 UJ �! (M �!e_ \ ) W `hr/ < ' Y V) /Wlz Z 0 W W M < < m ry F- ¢ CL u w z i.L.I ci N C) m C Gy �,/� ca L,W tf? i/I Z Imo`. r � w c:7 cc> C c c (5 U- CL cn 0 > u A01*_ F__wu w�, 3 0 w rn 0 !� n_ .yam ce Ld f� �/ 00 W r- m .. • m u' o DESIGN ENGINEER: °- KEVIN BERRYHILL LICENSE N0: 70415 0 DRAFTED BY: CHECKED BY: Q PAD MJB DATE: 08-14-2018 JOB NO: 214318001 PROJECT NO: ------ PHASE: 0 1" � ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. r) ci SHEET U3 0 N 3 of 23 Lo co IN U- a 45 cr) cri 0 z LLJ Z LLJ LLI z LLJ rn Ne m LLJ ui r 0 CL 0 F- m a. C) 00 PO 14- C14 n �4- V- CN 1 rn M on C) C14 I-, LO 00 cu rn vi Q) Ca O LL- to O n ry LJ "I Ld C14 O m Q I--, F- Ltd LLJ r V) 0 M m OC- a_ K) CL L- 0 0 00 CN 0 ci OD 0 C14 1-1 V) OD Q W m uj LLI Z 5-1 c 0 CL 0 F— m a. Ca O KJ 00 C14 00 V- 0 CN LO 00 cu cs U- cn z rl 0 P� Z 0 Q Z 0 (n 0 ry LLJ Z 0 Lij 0 CN m ULJ LL! r W 0 CL F0 - m 0 Q C- CL PO to 00 PO d - C14 Pr) 4 - CJ 00 0 C14 I--, LO 00 ti.. v c E 3 Z Q IL 0 Z ca V) r) 5 U r 0 Y m 1 t— uj uj r r G1 0 :.v Ci :w CJ m 0 U CL M L'Z tJ I d Co 00 r7 cV d- tv vs cv Ch M rh CJ no V- 0 tV LO 00 PROPERTY A.P.N. 496-020-08WATER WELL TRACT NO. 5489 PHASE E 44/156 M.B. (PER POTHOLE ii r !Or W ' s T.O.P. .SIDENCE (PER POTHOLE REPORT) WATER SERVICE, 1t T.O.P. (PER POTHOLE REPORT) 5$— Q» PROPERTY SETBACK (E) ARSENIC TREATMENT — SYSTEM ARSENIC�BLOW—OFF • - ING P1 rh 2-4 ELEC, 5 --6 T.O.P. (PER POTHOLE REPORT) - WL ��,,,.w >r,v,.v. 2 10 IP—INF—WTW 1 � " � � hz I 125 /v/TYP1j OA i(TYP) �° ` CONNECT TO {E} 12"VALVES, 3'-8" T.O.P. P1 (PER POTHOLE REPORT) NC 4 $F yg¢� CONVERT EXISTING Clip �►� ��A i TO ST { AS CIP x 44 12T (TYP) a 2R SS ......� IP--BW—WTR rl - W&M so Mrs I wu, «-- .4.� C } (iOV OT SP AG ..... 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POTHOLE REPORT PER ” „ , � " u�. s NO GAS FOUND PT (PER POTHOLE REPORT) .... ..... w...� .w. .w...�.. .. .......®.........w..�...,. «.. . �.. «�.. .�.�. �. .........w �.�. ........m....� ..... ..r...�....,.. «... .,�. ®......�.. �.. �....... ...� ...a....�..,.�...,� .�. ..» .�.. ,.® .�...._...� .W....�. ......w, K., . ,< r w,n.".,.M .. __,.,a,««,,.,w,...,,.«„_,,,,.»".....""..,mw,«....,.",,..,,..,..,«...M, ,.«.._.,_...»"...,..ww., ,.,,"., ,",» «rw.wr "," ,.x.,,,. _,,.,..,,,,, m. ,.,.....,a 18 RCP SD ------ rr' w.m a..e seamv.r m.wu ere.am ®mno e.m.me. .-sere ++.emer wmnes .mer.- � .o.nwmi. wmwes v.swr mem.w mwmem mes... e«mer ..se. e.mmer mmn. memnr .ns.r, E -Daws .rwr .erme eemee. wines amrr mei... erer� .i.w s'sr +..nau mere eemme. aemw wsmo �rmm ..ewe. erwm m._ ..eine.. ..._...,.,.. ..e..m..wd ,� ,_..m � .� _,..._.. ...,� m_. m..,. .wmr ......_. ._... �..,..._._ .�.. ..,.,m. _..., .�. _m..,. ..m.....� ...eee er..r .. _.m ..�r t ``— MH MH 18" RCP STORM DRAIN 1 2 3 CONNECT TO EXISTING SD. D7 D7 D7 SEE SHEET C6 -- STORM DRAIN PLAN & PROFILE 3 G G{, � �,, G G G G G G =- G G G G BRIMHALL ROAD APPROX. LOCATION OF E) HP GAS LINE POTHOLE INVESTIGATION TO CONFIRM � z �a , ,H�,�,�.M»..M..w Imp) `j r s w J1< , r „ , u« "h ..win.,.,.,,,:.,.,a�..n,:..w.«,,,,.,,,,M„w�,M� f All m , Y } f I } �a 3 a a y ------ P11 ` ► ; tiQ * DIP 1UCTILE [RON PIPE • •; PVC PIPE PVC—G PVC—GRAVITY r • RE—INFORCED CONCRETE r • •, WELDED STEEL • _ PIPINGi ON i. PIPING SPECS INF INFLUENT EFF EFFLUENT • BACKWASH SD STORM •, BLOWOFF WHARFWH HYDRANT NC NORMALLY i 11 NO NORMALLY OPEN PE TTW TREATMENT WASTE - VALVE • OXFLG FLANGED JOINT mi MECHANICAL JOINT ABOVE GROUND PIPING BURIED r' PIPING ONLY, SEE PIPE • TRENCH 4 BYPASSINGNQTES 1. GATE VALVE TREATMENTx EQUIPPED WITH A LOCKINGDUST COVERi THE LOCKED POSITION. 2. MAXIMUM SPACING BETWEEN ABOVE ri! PIPE - i " NOT i 15 FEET. 3. CONTRACTOR i SUPPLY TEES ORREDUCING ELBOWSA" i ALL PIPE • TRANSITIONS yi •t l.D OF WHETHER NOTED. REDUCERS* REDUCING TEES OR REDUCING ELBOWS MAY BE USED TO ACCOMPLISH • • CHANGES.SIZE 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ON FIELD AND RECORD INFORMATION BY OTHER CONTRACTOR CONNECTIONS TO EXISTING MATERIALDURING CONSTRUCTION. 5. REFER i• VESSEL AND VESSEL 4 DETAILS. TABLEDESIGN CRITERIA y i. RATE i �! r - 5$6o" 25s 1 PROPERTY - SETBACK Mimi EMPTY BED CONTACT TIME• 1HYDRAULIC LOADING RATE 8.0 GPM/Fr 'BACKWASH FLOW RATE i A"' A �_C�5,,(10E#i I OF (TYPE / i W&M so Mrs I wu, «-- .4.� C } (iOV OT SP AG ..... C5 � ,» .�.,a � «,. �.,_ # F m 0 1 Uj t-- BV 711 AG SP J Rj $ �. s^x`� �. w .l: <,< ,,,.... •, oz°� .,»,^^ ..�.«„«,,... y "h„ ,,.,.,. �"`� .,...�.,,.,.,«. �"'..., ...,,.,,,"� .,".,.M,.,.,,, w„w R W „ , w . ` $ ww .) PT O.P. ..�� - T. POTHOLE REPORT PER ” „ , � " u�. s NO GAS FOUND PT (PER POTHOLE REPORT) .... ..... w...� .w. .w...�.. .. .......®.........w..�...,. «.. . �.. «�.. .�.�. �. .........w �.�. ........m....� ..... ..r...�....,.. «... .,�. ®......�.. �.. �....... ...� ...a....�..,.�...,� .�. ..» .�.. ,.® .�...._...� .W....�. ......w, K., . ,< r w,n.".,.M .. __,.,a,««,,.,w,...,,.«„_,,,,.»".....""..,mw,«....,.",,..,,..,..,«...M, ,.«.._.,_...»"...,..ww., ,.,,"., ,",» «rw.wr "," ,.x.,,,. _,,.,..,,,,, m. ,.,.....,a 18 RCP SD ------ rr' w.m a..e seamv.r m.wu ere.am ®mno e.m.me. .-sere ++.emer wmnes .mer.- � .o.nwmi. wmwes v.swr mem.w mwmem mes... e«mer ..se. e.mmer mmn. memnr .ns.r, E -Daws .rwr .erme eemee. wines amrr mei... erer� .i.w s'sr +..nau mere eemme. aemw wsmo �rmm ..ewe. erwm m._ ..eine.. ..._...,.,.. ..e..m..wd ,� ,_..m � .� _,..._.. ...,� m_. m..,. .wmr ......_. ._... �..,..._._ .�.. ..,.,m. _..., .�. _m..,. ..m.....� ...eee er..r .. _.m ..�r t ``— MH MH 18" RCP STORM DRAIN 1 2 3 CONNECT TO EXISTING SD. D7 D7 D7 SEE SHEET C6 -- STORM DRAIN PLAN & PROFILE 3 G G{, � �,, G G G G G G =- G G G G BRIMHALL ROAD APPROX. LOCATION OF E) HP GAS LINE POTHOLE INVESTIGATION TO CONFIRM � z �a , ,H�,�,�.M»..M..w Imp) `j r s w J1< , r „ , u« "h ..win.,.,.,,,:.,.,a�..n,:..w.«,,,,.,,,,M„w�,M� f All m , Y } f I } �a 3 a a y ------ P11 ` ► ; tiQ * DIP 1UCTILE [RON PIPE • •; PVC PIPE PVC—G PVC—GRAVITY r • RE—INFORCED CONCRETE r • •, WELDED STEEL • _ PIPINGi ON i. PIPING SPECS INF INFLUENT EFF EFFLUENT • BACKWASH SD STORM •, BLOWOFF WHARFWH HYDRANT NC NORMALLY i 11 NO NORMALLY OPEN PE TTW TREATMENT WASTE - VALVE • OXFLG FLANGED JOINT mi MECHANICAL JOINT ABOVE GROUND PIPING BURIED r' PIPING ONLY, SEE PIPE • TRENCH 4 BYPASSINGNQTES 1. GATE VALVE TREATMENTx EQUIPPED WITH A LOCKINGDUST COVERi THE LOCKED POSITION. 2. MAXIMUM SPACING BETWEEN ABOVE ri! PIPE - i " NOT i 15 FEET. 3. CONTRACTOR i SUPPLY TEES ORREDUCING ELBOWSA" i ALL PIPE • TRANSITIONS yi •t l.D OF WHETHER NOTED. REDUCERS* REDUCING TEES OR REDUCING ELBOWS MAY BE USED TO ACCOMPLISH • • CHANGES.SIZE 4. SIZE AND MATERIAL OF EXISTING PIPES BASED ON FIELD AND RECORD INFORMATION BY OTHER CONTRACTOR CONNECTIONS TO EXISTING MATERIALDURING CONSTRUCTION. 5. REFER i• VESSEL AND VESSEL 4 DETAILS. TABLEDESIGN CRITERIA y i. RATE i �! r - INUMi r r OF VESSELS :I r,IE 2 IN TOTAL !i Mimi EMPTY BED CONTACT TIME• 1HYDRAULIC LOADING RATE 8.0 GPM/Fr 'BACKWASH FLOW RATE Irw OTES 1. CONTRACTOR :.r kiM TO VERIFY ALL DIMENSIONS, i.... r. AND PIPE DEPTHS. 2. CONTRACTOR PROTECT 3. CONTRACTOR tr sit LOCATE 4 , PROTECT r i SERVICE LATERALSo AND 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY !# GPM 6. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN MICH DRAINS Ti CITY BASIN NO.! SOUTHEAST CO• PIN OAK ! j r �r SCALE 10 20 WARNING POWER LINES C}VEI�HEAD Know What's below. Call before you dig. CO�UCIO LEND riwrrsi n i AG AIR GAP D2 AS ADJUSTABLE PIPE SUPPORT 6 D3 CIP CHLORINE INJECTION Q3 P DIFFERENTIAL PRESSURE 10 TRANSDUCER D3 1 MH MANHOLE Dfi PT� PIPE TRENCHV D6 STANDPIPE D2 ST SAMPLE TAP7 D3 TS TIERED ` PIPE SUPPORT D3 WHARF HYDRANT -- 2 �; FIRE HOSE ANGLE VALVE DS (FEMALE NPT X MALE NH) WATER—LUBE CONVERSION D5 ---PROPERTY BOUNDARY 8AD 8" FL X MJ ADAPTER 8"x8"x8" DUCTILE IRON TEE 8" 90' DUCTILE IRON ELBOW OT 10"x10"x4" DUCTILE IRON REDUCING TEE 1OT 10"x10"x10" DUCTILE IRON TEE 1 {3E 10" 90' DUCTILE IRON ELBOW 10H 10" 45' DUCTILE IRON ELBOW OA 10" FL X MJ ADAPTER OF 10" FLANGED COUPLING ADAPTER 12S 12"x10" DUCTILE IRON REDUCER 12T 12"x12"x12" DUCTILE IRON TEE 12E 12" 90= DUCTILE IRON ELBOW 12H 12" 45' DUCTILE IRON ELBOW 2T 12" x12" x10" DUCTILE IRON REDUCING TEE 2F 12" FLANGED COUPLING ADAPTER 2E 12"x10" DUCTILE IRON REDUCING ELBOW 2R 12"x6" DUCTILE IRON REDUCER BV BUTTERFLY VALVE GROOVED COUPLING ,cs- r�0Ctacncscu ° `�"a Oil- � � " r a 4)(Q° Waa-Ows C: ct^Tcs� 'ff [L t� t s s o c o`' _ (n � vE4003-cc`aw.S L ' .`+ O 0 �� �+, 0 0 CJ Ct- ;M' - 0- C7 0-0 8 Mz N�-- �'? 0CaCA 0 ID svaso (n.�s• rn GY_ O CL 01 t7l 0 �_z 0cn= W cw4) Q -W 0'6— C�� W C. CL -p 0 'CJ "C7 to cCP t AJ _ X C3 C7 to `! . Q s_ .E 045 �t3 CL 5 O .�-+ : 00 Uzi 'i: Gam'►!e : 4a?i CaWPECCa6G.ge+a. ++GL LZc5v R W Uj Z LAJ P w U 037 < _j Gi C-4 $CD U_ C1! CL.{� toy Z Uj _ Ne CL z O 0- -H F_ �- CL U v I_ 0 y act v Ld ¢W 0 5:5 E 0�tLxc (coo� c aCL c� a > U UCL .=• U) me E LY. m m �. CL CL..-. CO 0 DESIGN ENGINEER: s a_ KEVIN BERRYHILL LICENSE NO: 701415 DRAFTED BY: CHECKED BY: Q 00 r PAD MJB DATE: 08--14-2018 JOBNO: 214318001 N f PROJECT NO: ---- PHASE: 0 1 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEET (;4 co C> $�N 9 of 23 LO 00 cu Z a U— Z vi uj r1l Z 0 F= C-) LLJ to 0 Z IL n LO rn OD LJ r to cs CL O a. ca CK) CN cll 00 LO 1-1 00 I Cf_%rK1 Tre kmoammujima v_ 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, 1z GL GRATED MANHOLE LID W/ LOCK AND PIPE DEPTHS. H 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. MANHOLE D6 J 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, SERVICE LATERALS, AND ASSOCIATED 3 APPURTENANCES. LUX POINT TABLE 0 232 2535.45 69 62237 .95 0 w 2322532.43 6223953.09 WARNING POWER LINES OVERHEAD MANHOLE L! 31, 4. BACKWASH DISCHARGE FLOW RATE IS APPROXIMATELY 1*500 GPM (3.34 CFS). k %'4'0" STANDPIPE D2 J 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD 0 AND ALDERSHOT DRIVE MICH DRAINS TO A PRIVATE A CITY MAINTAINED BASIN NO. 139 AT THE Wool -40ma� 'dowlA., -.4ow4b, 'go� &IWAW ,mmmm.L-- .WmML Atoormill, -'emal .Omlmki, .Aml 'gona� 'dom III ill ;I; Ill Ill 11, Ill Ill ill ill ill Ill Ill Ill Ill !I! Ill Ill IN! Ill sew INTERSECTION OF LONGMEADOW WAY AND PINEGLEN W DRIVE. 6. CONNECT STORM DRAIN PIPE TO BACK OF EXISTING 00 MANHOLE. CORE THROUGH BACK OF MANHOLE AND (0 U.) FILL ANNULAR VOIDS AROUND INLET PIPE NTH C'4 GROUT. w. 7. EXISTING STORM DRAIN LINE AND MANHOLE MAY z CVARY, CONTRACTOR TO FIELD VERIFY. % '7:' E ------- , .. ...... k 00, .. .. ... . x ---------- _J1 ax st x� ... . ...... -4 Yy ±249 LF 12" PVC,- fl* . ...... S=0.001 2 7, F&I ±368 LF 18" RCP ---,-,-- 0 4- S=0.001 1 i nu. L TA S�, 1�0+0�0.86� tRs -------------- (E) STORM DRAIN MANHOLE 1 2 3 2 (2) INV 12" 359.63 (E) ------ �,�D7 A,'D �7 INV 2e 359.63 (N)- _r. - -------- -- . ....... ... . INV 2e 359.63 (W) BRIMHALL RD • a CONNECT TO EXISTING PROPOSED PIPE MUST BE FLUSH WITH OR EXTEND INTO THE EXISTING MANHOLE. SEE NOTES --- --- ----- ---- ----- 6 & 7. 1 0.48' CLEARANCE- ---'---'--------- MORTAR ALL AROUNI NEW DRAIN LINE TYP. -INV 24" 359.63 (N) . ...... .... INV 24" 359.63 (W) 359.63' 0 2011131 1:4171 11milraslu CBK-29 S DRAIN 11+00 12+00 13+00 14+00 (E) 4" ELEC. CONDUIT FROM POTHOLING. T.O.P = 361.51 M WATER LINE FROM POTHOLING. 363.78 INSTALL ±249SDR-35 S=0.0012 TWO (2) 12" P �PIPES RUNNING SIDE-BY-SIDE mim%IIIM! ! 1� m INV 18" 359.93 (E) (2) INV 12" 359.93 (W) apol ffT INSTALL ±368 LF 18" RCP S=0.0011 SCALE IN FEET 0 10 20 40 6.1-1832 0 0 0 w z -J 0 _c '0' cf) 10 5-- LLj LLJ of m Uj > '=" 0-0 o <L) 0 > W 0> t c • a CONNECT TO EXISTING PROPOSED PIPE MUST BE FLUSH WITH OR EXTEND INTO THE EXISTING MANHOLE. SEE NOTES --- --- ----- ---- ----- 6 & 7. 1 0.48' CLEARANCE- ---'---'--------- MORTAR ALL AROUNI NEW DRAIN LINE TYP. -INV 24" 359.63 (N) . ...... .... INV 24" 359.63 (W) 359.63' 0 2011131 1:4171 11milraslu CBK-29 S DRAIN 11+00 12+00 13+00 14+00 (E) 4" ELEC. CONDUIT FROM POTHOLING. T.O.P = 361.51 M WATER LINE FROM POTHOLING. 363.78 INSTALL ±249SDR-35 S=0.0012 TWO (2) 12" P �PIPES RUNNING SIDE-BY-SIDE mim%IIIM! ! 1� m INV 18" 359.93 (E) (2) INV 12" 359.93 (W) apol ffT INSTALL ±368 LF 18" RCP S=0.0011 SCALE IN FEET 0 10 20 40 6.1-1832 wrw� EWT^W K mm 0 0 0 w z -J 0 _c '0' cf) 10 5-- LLj LLJ of m Uj > '=" 0-0 o <L) 0 > W 0> Uj 01 0 > _.c L Q) V 66 Wry • m< 3i: 8 0 - - 0 C'L 0 0. pn (n.Z— F- c_ a �? C': 0 E C) (3) < 6 1z C o - 0 7� c - LI -I c1*14 3:: F• CL U -j 0 a>E > X-_ E I z 0 ®` Z) Ne 0-68ft- 3: Cc _j 0 Of M• ©¢ 0 '0 —'_ ci 0, ci-'d (0/) n C) > U'U 00- 0, 0, — '0 101) —0 2"D ow whars below. x Z > 48 0 6 0 oL Call before you dig. > 0- ca +> Do- w 0 < co 0 0 CL > E < m < -D CA z 0 a- S"D 1277 LL_ 0 _0 c- on P Z '8 2) - y c E -0 C: Uj (D CLU -1 0 0 • Uj E 72 XW > x 00) _ccz 0 • 0- 0 Q- 0 0 C) W 0 Q Ld z•Sr 0 OL—jo CL -P CMI- -0 a) W 00 N Ak � • Mob 40 0 . .. . ... ol, RAI [7-A RAJ • DESIGN ENGINEER: MATTHEW BA• RNES r LICENSE NO:• M 0- 79145 DRAFTED BY: CHECKED BY: 0 m wrw� EWT^W K mm Ld F- 0 M LL. z 0 z -J 0 _j cf) 10 5-- LLj LLJ Uj LLJ z 0 F= • < 0 pn C) (3) < 6 1z - LI -I c1*14 3:: F• I z 0 ®` Z) Ne _j 0 Of M• Uj n C) 7p W ry (D LLJ U_J < Ld V) _j LLJ V) LLJ • < 0 LLJ F— C) (3) < - LI -I c1*14 3:: F• I z 0 ®` Z) Ne _j 0 Of M• n C) 7p W ry (D LLJ U_J < < m LL_ 0 • • 0- 0 C) F_ Ak • Mob 40 0 . .. . ... ol, • as • • DESIGN ENGINEER: MATTHEW BA• RNES LICENSE NO:• 79145 DRAFTED BY: CHECKED BY: DJD MJB DATE: 08-14-2018 JOB NO: 214318001 'kROJECT NO: ---- 0 ORIGINAL SCALE SHOWN is ONE INCH. ADJUST SCALE FOR LANS. REDUCED 0 R ENLARGED P• �Kl LEGEND 1. CONTRACTOR TO VERIFY ALL DIMENSIONS, PIPE SIZES, AND PIPE DEPTHS. �GL> GRATED MANHOLE LID W/ LOCK r3 D6 J 2. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITIES. MANHOLE 3. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES, D6 SERVICE LATERALS, AND ASSOCIATED APPURTENANCES. MANHOLE LID A,: DISCHARGE FLOW RATE IS APPROXIMATELY 1,500 GPM (3.34 CFS). PIPE TRENCH 5. BACKWASH LINE CONNECTS TO EXISTING STORM DRAIN MANHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALDERSHOT DRIVE WfHICH DRAINS TO A PRIVATE•STANDPIPE for CITY MAINTAINED BASIN NO. 139 AT THE INTERSECTION OF LONGMEADOW WAY AND PINEGLEN DRIVE. 0 01 _17t00 - w 0 M; z &� M, L 00 62243IIS III 21.24 2322524.07 C4 2322523.52 6224714.61 f Ll- 2322552.99 6224714.89 _j <1iW 6224667.88 An c _5 cr- • V) . ....... .. -16+00—' 00 0 01 _17t00 - w 0 M; z &� M, L F_IMI 2322528.05 62243IIS III 21.24 2322524.07 6224667.54 2322523.52 POINT TABLE 0 M; &� M, L F_IMI 2322528.05 62243IIS III 21.24 2322524.07 6224667.54 2322523.52 6224714.61 c*4 C 4 rZ 2322552.99 6224714.89 _j 2.322552.73 6224667.88 "0] m Y, 4k A 1z" 41-H, Q�o *A-001 -4 to 00 0; 0 0) Ale 4 0)Pry w 0) to QD + A% 4. yr 4 A M 4 .4 I if CL 7- 4 Lj . ... ...... 7 7rata' — fl" - m i<x 777777 _,F97 7_ F&I ±29 LF 18 RCP 5=0.0143 OD 4 0 I P) w(p) WARNING POWER LINES OVERHEAD § ' I Lvwj MATTHEW BARNES DATE R.C.E. 79145 �� �• tv%3LI � DANIEL PADILLA DATE R.C.E. 67008 SCALE IN FEET 0 10 20 4# 0- cn pmt 00 c*4 C 4 rZ _j '41c Z 0- 0 • V) 00 00 ctto Ld N U) I 6 > (3) <• z 0— 1--l--,-- CN 0 w --"�,---"--"—,--,,,-,. Au F&I ±29 LF 18" RCP S=0.0011 z P) w(p) WARNING POWER LINES OVERHEAD § ' I Lvwj MATTHEW BARNES DATE R.C.E. 79145 �� �• tv%3LI � DANIEL PADILLA DATE R.C.E. 67008 SCALE IN FEET 0 10 20 4# I (E) 16" WATER w V 18" 361.12 (S 6.1-1832 LOU -0 (D -ao Q) 0 0 ICT col CL mom_ s co _.- 'D o c 7S co c: -oc -0 E co: I= o " ') -00goc 4.1 0-00 =3 =3 co ICL:Ecl-a s o-' Q C3 0> t72 CD > o 0 0, U) 0_ 2 L_ 0 > EO (OD) 0 _ I o t.c 'of 23 (n 0 a) - - c E -,0,, c 65 40' 6- u i oo 4'_ Ea- co' -o L_ x lE rO w e!tF H- b ca.. -0 -4.5 CL 7- 00 C14 1 w 0) v cy) 0- 0 M 0 z R ui LLJ _j 0 • V) Ld 0 > (3) <• I (E) 16" WATER w V 18" 361.12 (S 6.1-1832 LOU -0 (D -ao Q) 0 0 ICT col CL mom_ s co _.- 'D o c 7S co c: -oc -0 E co: I= o " ') -00goc 4.1 0-00 =3 =3 co ICL:Ecl-a s o-' Q C3 0> t72 CD > o 0 0, U) 0_ 2 L_ 0 > EO (OD) 0 _ I o t.c 'of 23 (n 0 a) - - c E -,0,, c 65 40' 6- u i oo 4'_ Ea- co' -o L_ x lE rO w e!tF H- b ca.. -0 -4.5 CL 7- 00 C14 1 w 0) v cy) 0- 0 M 0 z R ui LLJ _j 0 V) Ld 0 > (3) <• uj CN 0 z ry _3 0 m z V) w ry UJ LAJ < 1< cn o I I F-- 0 n 0 C) F_ • • • 0 E IGN ENGINEER: MATTHEWBAR• NES LICENSE N04• DRAFTED BY: CHECKED BY: • DJD MJB DATE: 08-14-2018 JOB NO: 214318001 ![PROJECT NO: ---- 0 ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR LRPDUCED OR ENLARGED PLANS. SHEET ss C7 Ell 10p_ 10" ' GAC VESSELS FRONT VIEW W alai w .c: v c ca. . acsu voc nQ> rn ac►a�`=a c4) Wcn.aom- ,o>=>v�•5(D < uj " 0 'veto w4- o � C W 3r AT LEAST (1 ) HH TOP NUT &WASHER C`" a '�•6„c;civv•� a E� 0 0 o ca_.a r.< � o -c- "4, >'Q a� c vs O v N ©tea":L- >' 0.ra- o �c o � a m2 L -N C9 C9Ov> 1-1/'0" 316 Ss ASTM F593 GW2 ANCHOR ` _ � � ` _ 0 CPa — cp u'>-Qo•�c of "2 BOLTS, (2) PER LEG, INSTALLED W/ HILT] , o a 0 E o � woo, NON --SHRINK GROUT HIT RE 500 V3 EPDXY � ,, c o Q - A: 2! >11 , � °' 0 41 SUPPLEMENTARY TIES TYING TOP °' u w � : r •" u c s AND BOTTOM REBAR MATS TOGETHER �, ar ca a, .. (2 REQ'D WITHIN 3" OF EACH .: . ANCHOR BOLT)' 4'--0" MIN EDGE DISTANCE m TO ANCHOR BOLT v z FEET 1. 1-11102" ANCHOR BOLT HOLES IN VESSEL. z 0 Q 1 2 2. MINIMUM ANCHOR BOLT EMBEDMENT IS 22.5 INCHES. v' o� 2 Dl GAC, VES"EL ANCHOR BOL"' CONTRACTOR GAC VESSEL SUPPLIER z 8" INFLUENT*`' d� iv 12"` X 8" REDUCER' a sig � 12" BACKWASH TO DRAIN cy 8" TYPE 1. BUTTERFLY VALVE W F-- _-.- 8" EFFLUENT Lli J 0 FLANGED COUPLING Ld ADAPTER (TYP)LLJ> CL'. I-~--- LLJP C.� t 1. ORIENTATION OF VESSEL NOZZLES SHALL BE AS L -Li N SHOWN ON SITE PLANS. :DC W' , a �- :; 2. LARGER INFLUENT OR EFFLUENT LINES WILL M REQUIRE AN APPROPRIATE REDUCER. r3 0 W Q m NOT TO SCALE DPIPE u- I'- = C CL F_ '5-1 N m I La W co f 00 Ua4C4p"E IV If cn z� .- b (j M C � o ]v 0 >ui d 0 tj t+- u1v I . , M oj�a_ jai 6�1 c8) p t- Q 00.Y mCLCL co. - DESIGN ENGINEER: 0 - KEVIN BERRYHILL' LICENSE NO: 70415 o CD DRAFTED BY: CHECKED BY 00 PO PAD MJB DATE: 08--14--2018 JOB NO: 214318001 ' PROJECT NO:.- ---- -- PHASE: 0 1" c.� ORIGINAL SCALE SHOWN IS ONE INCH. ADJUST SCALE FOR00 REDUCED OR ENLARGED PLANS: ci SHEETco" H LO CITY RECORD No. 13 OF 23 co 4 MESHS AIN EL SCREEN 2'-1 1/4"0 � IOU- a -- _ AS G-478 PRECAST G }NGPIPE win 0 0 Q ' :_ a ' `� MANHOLE SECTIONS. DEPTH PER . - `.�'� -� PIPING PLANS �. 11/2" NEOPRENE STRIP � � PROVIDE GALVANIZED � � •� a 0-" �' " 0 > � } � � GRATED LID 2» X 2» 1/4" SHEET METAL SPLASH °' 'v `` <cw�8 mss" acv ow c c 'e5:5 >"8 E -v G » » GUARD EXTENDING NO .;.5@SEES » L 1 j2 2 SADDLE MORE THAN 180' � " w �' 4 IP NT ry oLi (2 TD '0 CL & �=�•.- Q Gl �U " .c' - i -o c% cid; c(n 1 2 DIP r- ., ,�. CL �W�E6� �,0 CL 0 W «� o a� c in c c 2 c'�- s 00w0aioEv•Eci u°'iav'u N amici '5_0�-F o.�•—,''-a,— ca� �' u KL5 00 » » » J , -v o c ,_ -0 's� -u -cr a> c cn cx CD STEEL PLATE » _ r, a 1 5 1 / » Z w _.,.,._..._.,.,. 0 0 Uj a °? u; us �= -ami c r ty C?f 1f4 MOF— » » vus��os�s3ci�.a oc>cv 2» Std, STEEL "" DRILL HOLE ., ac `M' 1 j4 X i —3 j84 REBAR WELDED TO » TUBING 1/4" WALL 5/8"0 2» SQ. STEEL � GALV STEEL BAR BOTTOM OF STEEL BAR 12 FROM GAC BACKWASH OUTLET TUBING 1/4" STEED 2» OC TYPa 18" RCP UJ ca SEE DETAIL PLATE 4.. ©< STANDPIPE 3c¢ -J D2 18" STORM DRAIN M r r TES 1. INSTALL 4 --INCH DIP VENT PIPE 5o4—FEET DOWNSTREAM FROM THE STANDPIPE WHEN 4 --INCH OTES NT PIPE IS CONNEC11 G TO 18—INCH STORM DRAIN LINE WHERE POSSIBLE. 4 --INCH VENT PIPE SHALL BE LOCATED AT LEAST 3—FEET DOWNSTREAM OF THE STANDPIPE AND ATA 1. CONCRETE BEYOND VESSEL PAD DIMENSIONS DISTANCE F -FEET EN SITE CONFLICTSPROHIBIT INSTALLATION AT 5.4—FEET. SHALL BE PER CONCRETE PAVEMENT DETAIL MAXIMUM DRILL 5 j8» X 4» DEEP HOLE IN ON SHEET INCHES M CONCRETE & EPDXY 1/2"10 S.S. FEET 1: FIELD VERIFY LID DIAMETER PRIOR TO FABRICATION. 2. INSTALL 4 --INCH DIP NT PIPE 3.6 --FEET DO FROM RO THE STANDPIPE EN 4—INCH ALL THREAD ANCHOR BOLT. MIN, w_.. Z T PIPE IS CONNECTING TO 12—INCH STORM DRAIN LINES ERE POSSIBLE, 4—INCH VENT �' EMBEDMENT. SECURE V�TH c � 2. HOT DIP GALVANIZE LID ASSEMBLY AFTER cn PIPE SHALL BE LOCATED AT LEAST 2 --FEET DOWNSTREAM OF THE STANDPIPE AND ATA1 j2» S.S. MASHER AND NUTa c i-1/2" = l'—O" FABRICATION. MAXIMUMDISTANCE OF 6—FEET MEN SITE CONFLICTS PROHIBIT INSTALLATION AT .8—FEET. r4 w NOT TO SCA NOT TO SCALED2 AlK G A F*%% S %i sun " P & P, 0% " Km% T D2 "'NE A"kET 11 il� k D2 D2 Ilk K UkF Z� )"kN U F U ti CASE-].- SS -0201 D IF THE WATER MAIN Q8009 A0QYE !H:' 5ANIIASY, 5EKS MAIN DOES NOT MEET THE p M a O%f— A r90%k of " m r%r ^i 21mv-1 aY`A t'r^ T1 I#- h A tt-r A r%%A ^f_%Ajf_ 9 a It A lii Al 1^1 it M A i A%, A— L l^ I^Iklltle% EQUIPMENT SCHEDULE ------------ - - DESCRIPTION f� t s a* r~ y; MUELLER ■ r EQUAL CORPORATION ST 1" TYPE K SOFT DRAWN COPPER TUBE • r MUELLER OR y * r PE—IPS EQUAL STRAIGHT ANGLEBALL VALVEb FIP MUELLER, OR EQUAL r. i if.r BRASS LE 1" ELL ! !. Ilk ; Nfl; IN! COUPLING1"- STRAIGHT PE—IPS OR SS TUBEX OD 304 1/4" REDUCER MPT X CTS COMPRESSION FITTING y WATER QUALITY SAMPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION r f� t s a* #1 304 SS TUBE • * .PT X !. REDUCER, x WATER QUALITY SAMPLING STA11ON ASSEMBLY SUPPLIED BY STEEL SOURCE CONSTRUCTION r —:STEEL SOURCE COMPANY SS HOUSING ASSEMBLY, 4"0 X 44" MX3000—HJB OR EQUAL #1 304 SS TUBE ! . ; b' * .PT X !. REDUCER, eZ t.i.. 41-0 Uj�yYr� V ! N / f4 a.. N `i..j a+�{ j 7.. r ry� Y .j.RR.i yVy�� V• t� m 4/ �.r W V C> co N d- N t a> C:) Q O C) r -- co e -- O N LO 00 " TUBINGci ' a 2 #. X 1 iN X 2 DEEP MALE TUBE CONNECTOR `,�' vi .a a �A _0 -c"- RECTANGULAR POLYETHYLENE' ._ �c�-''nac� now TANK WITH INTERNAL FLANGE MMtn tn � � Cs a o5 , ' >w Y � c AND HD US PLASTICSjTAMCO �►0�0° a�a�, -�-p o 'o c a a, Q -v CHEM--TAINER, OR EQUAL . ...�...�......_.,�,.� a -o 0 o -� �; � _ =.�.0 HSS 4x4 x3 8 GALV TUBE, �. ... �. ..� a 0 a .-- a. , j oc� M-2 E �, a o •5 6 v .� 6 •� A� c�:w P1000 UNISTRUT WELDED CONTINUOUS , I j16 HOLE CHEMICAL INJECTION 1. CHEMICAL INJECTION TAPS (, �, SPACING IS 15MAX OR 15 TO BEAM. TOUCH UP GALVANIZING (2 PLACES} D3 SHALL BE SAF--T-FLO a • �, �- -� OF TRIBUTARY PIPE LOAD PORT �. 2" MIN MODEL EB --125 INJECTION � � `� � � � � `� ca cp ASSEMBLY OR APPROVED � _ � ° °- � � � ` � � ° �' �, r EQUAL. a ._ - 3 1/4" END CAP 00 �va��y,� a�a� GALVANIZED w.w...vw... a w to 0w Inv_ E -v wurawa`n { °} .��.•�``� f STRAP OR 2. TUBE CHAMFER SHALL FACE +-�' a m= � � 0 = N ��� 3 1 U -BOLT UPSTREAM. " •� . _c fom ' Q ay va vt aw vaa,2 ASTM Dl 248, TYPE 1,CLASS A, CATEGORY 4, EFFLU(13 ENT GRADE E ANSI/NSF 61 1/2" HOLE PIPE CERTIFIED CLEAR PE TUBING .�..•„ � �, �.. �, �, � 120 � � f,, �� FOR U --BOLT ����M� (2 PLACES) COMBINED GAC 3/4" HALF COUPLING EFFLUENT PIPE OR SADDLE 'c 41 j4 STEEL PLATE 3/16 1-1 j2" EPVC w j 2'--0" AX. THROUGHOUT " GALVANIZED OR 3 j8 CARRIER � TUBING FROM A 3 j16 COATED STEEL STAND CHEMICAL METERING U --DOLT OR STRAP --�- FG PUMP FLOW --- AROUND TOP OF 'OF PIPE-TYP qNr } INCHES MELDED STEEL BASE SHAPE SADDLE TO MATCH PIPE Q 2 SADDLE 0 0 3 D3 SUPPORT . *sr y s-0» W ADDITIONAL 1001 UNISTRUT PN� r � M SUPPORTS NOT TO SCALE AS REQUIREDP1 P E S A L E Q3 CHEMICAL INJECTION PO"IRT w` Lo P125 CHANNEL; ; PI--o5o7 CONNECTION ZE r CUT CHANNEL ASDIMENSIONS o z 3/8" STAINLESS STEEL NECESSARY AND 30°v�`' � a- ,y�o► ... OR APPROVED EQUAL �a REMOVE LOWER rte`PIPE . d .. S P1000 UNISTRUTSI COMESSION A �APTE8 45 1 IA"HEX NPT MALE YfflYL AE`� _ (cMASTER-CARR #9531 K21 ALTERNATE COMER __ CAST IRON ©3 SUPPORT PIPE SADDLE OPTIONS 3"0"0%16" GALVANIZED TUBE 1 j8 THREADED " 78"4/8"x PIPE WELD PLATE .�-� � ��. � ,�. �� � PLATE TO EA 1 1 B �. a. " , OR APPROVED EQUAL) 1" TO 1--1 j2" L CAST IR = ,. 3/8" COMPRESSION NON --SHRINK ADJUSTING NUT ' w r GROUT r 18" _,.. 90 #-- THREADED ..�. ; ui, PIPE 5/8t' 316 SS ANCHOR BOLTS NOJUA w (4) PER PLATE, INSTALLED j " 1„ 1 RAO. 0 H#LTi HIT—RE 500 V3 EPDXY 1, PLACE 1/8" TEFLON PAD BETWEEN PIPE AND " 1 %2" X 5" 6-#4 BARS SADDLE. ui " ,$ EXP (4 READ)► 12" LONG - 1 j2 X 5 EXP .. < 2. MODULAR FRAMING COMPONENTS SHALL BE(4 READ) M1BALL E NON -SHRINK ,. 1/44!' NPT, FEMALE #— hw- J► UNISTRUT B--L#NE, KUMAR O EQUAL. GROUT CJ C) < INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES ; ~ ~: 1/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, W Z WITH 6--#6 IN LOCATIONS WHERE LEG FALLS - _ FLOOR SLAB _' MINIMUM OR STAINLESS STEEL SCHEDULE 40. • OUTSIDE THE GAG VESSEL PAD. ALTERNATIVELY _ NO .FOR SUPPORTS IN AREAS 14 THREAoOLET �.� .�. _ L� i OUTSIDE OF FLOOR SLAB, CONSTRUCT 0 6 REFER TO DETAIL 0 18"x18"x6" RAD UNDER PIPE SUPPORT. CL. �, � �► 1-1/2" V--0 8 1-1/2" = 1r-0"ALTERNATE " (n Z D3 67 o w W D3 mn E Rft Emu I NJ% I P E Z03 NUB P 0 R T ADJU"t'i"I'AABLE PIPE zo'UPPORTQ3 "I"IERED #lwj&IPE �A"10UNFooftPORT mmm LOWER SUPPORT NOT TO SCALE M-- � � 11 P1 F AP ALTERNATIVEt"'i< m U #-•-- 0 5$-" SEE DETAIL MENn 0 #5 EPDXIED DOWEL X 24" 12" OC SUPPORT PARTIALLY RESTS (USE HILT] HIT -RE 500 V3 EPDXY PRESSURE TRANSDUCER �,,,., ,_a" ON VESSEL. PAD OR EQUIVALENT} (SEE NOTE BELOW) PIPE STAND 2 MOUNTING BRACKET , c 6 MIN EMBEDVALVE MANIFOLD Oft 9 AV L.. NOTES U _41 V)RISE w Ix Ff` ,'� ry �. 2 SENSINGU 7 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE t LINES $„ SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE -0 SENSOR CABLE SUPPORT. 9� awrr� Qtt> 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE 0A E 4 w • e- E . ROSEMOUNT 2051 OR 3051 NTH 4--20 MA m CL CL. OUTPUT, INTEGRAL LCD DISPLAY, AND ±11000 INCHES OF MATER RANGE " �� ,, ���� ,,,,.,�� £.�' �r�` f� �F fi� . DESIGN ENGINEER: 5 0 12 OC EW T&B f FG e'yf. KEVIN BERRYHILL LICENSE NO: 2"0 PIPE STAND 18" 70415 '+ PIPE SUPPORT FOOTING DRAFryT�E/�D+ BY: CHECKEipD BY: `. x. OTE`" r (E} GAG VESSEL DATE: 08-14-2018 Ik, FOUNDATION : j2" 5" EXP (6) #4 BARS JOB NO: 214318001 MINIMUM BAR LENGTH 24 . (4 READ) " BEND BARS THAT DONT FIT IN FOOTING �0 12 LONG PROJECT NO: ---- (APPLIES MEN PIPE SUPPORT PER ACI STANDARDS. NON -SHRINK v- PHASE: FEET IS OFF OF VESSEL PAD) GROUCONCRETE SLAB � Vo ORIGINAL SCALE SHOWN IS ONE . ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE R DUCEDHOR ENLARGED PLANS. 0 1 28 10 SHEET U3 ICITY RECORD ORD No. OF L� U_ :� cm r r M i LU w r i i a M Q M M C.7 r C) co M cv 00 Lo 00 r o z 3/8" STAINLESS STEEL (GRAINGER COIL --TUBING 3ADD1 ) 30°v�`' � a- ,y�o► ... OR APPROVED EQUAL �a RAD. . d .. S COMESSION A �APTE8 45 1 IA"HEX NPT MALE YfflYL AE`� _ (cMASTER-CARR #9531 K21 a �. a. " , OR APPROVED EQUAL) 1" TO 1--1 j2" L CAST IR = ,. 3/8" COMPRESSION NON --SHRINK ADJUSTING NUT ' w r GROUT r 18" _,.. 90 #-- THREADED ..�. ; ui, PIPE 5/8t' 316 SS ANCHOR BOLTS NOJUA w (4) PER PLATE, INSTALLED j " 1„ 1 RAO. 0 H#LTi HIT—RE 500 V3 EPDXY 1, PLACE 1/8" TEFLON PAD BETWEEN PIPE AND " 1 %2" X 5" 6-#4 BARS SADDLE. ui " ,$ EXP (4 READ)► 12" LONG - 1 j2 X 5 EXP .. < 2. MODULAR FRAMING COMPONENTS SHALL BE(4 READ) M1BALL E NON -SHRINK ,. 1/44!' NPT, FEMALE #— hw- J► UNISTRUT B--L#NE, KUMAR O EQUAL. GROUT CJ C) < INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES ; ~ ~: 1/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, W Z WITH 6--#6 IN LOCATIONS WHERE LEG FALLS - _ FLOOR SLAB _' MINIMUM OR STAINLESS STEEL SCHEDULE 40. • OUTSIDE THE GAG VESSEL PAD. ALTERNATIVELY _ NO .FOR SUPPORTS IN AREAS 14 THREAoOLET �.� .�. _ L� i OUTSIDE OF FLOOR SLAB, CONSTRUCT 0 6 REFER TO DETAIL 0 18"x18"x6" RAD UNDER PIPE SUPPORT. CL. �, � �► 1-1/2" V--0 8 1-1/2" = 1r-0"ALTERNATE " (n Z D3 67 o w W D3 mn E Rft Emu I NJ% I P E Z03 NUB P 0 R T ADJU"t'i"I'AABLE PIPE zo'UPPORTQ3 "I"IERED #lwj&IPE �A"10UNFooftPORT mmm LOWER SUPPORT NOT TO SCALE M-- � � 11 P1 F AP ALTERNATIVEt"'i< m U #-•-- 0 5$-" SEE DETAIL MENn 0 #5 EPDXIED DOWEL X 24" 12" OC SUPPORT PARTIALLY RESTS (USE HILT] HIT -RE 500 V3 EPDXY PRESSURE TRANSDUCER �,,,., ,_a" ON VESSEL. PAD OR EQUIVALENT} (SEE NOTE BELOW) PIPE STAND 2 MOUNTING BRACKET , c 6 MIN EMBEDVALVE MANIFOLD Oft 9 AV L.. NOTES U _41 V)RISE w Ix Ff` ,'� ry �. 2 SENSINGU 7 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE t LINES $„ SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE -0 SENSOR CABLE SUPPORT. 9� awrr� Qtt> 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE 0A E 4 w • e- E . ROSEMOUNT 2051 OR 3051 NTH 4--20 MA m CL CL. OUTPUT, INTEGRAL LCD DISPLAY, AND ±11000 INCHES OF MATER RANGE " �� ,, ���� ,,,,.,�� £.�' �r�` f� �F fi� . DESIGN ENGINEER: 5 0 12 OC EW T&B f FG e'yf. KEVIN BERRYHILL LICENSE NO: 2"0 PIPE STAND 18" 70415 '+ PIPE SUPPORT FOOTING DRAFryT�E/�D+ BY: CHECKEipD BY: `. x. OTE`" r (E} GAG VESSEL DATE: 08-14-2018 Ik, FOUNDATION : j2" 5" EXP (6) #4 BARS JOB NO: 214318001 MINIMUM BAR LENGTH 24 . (4 READ) " BEND BARS THAT DONT FIT IN FOOTING �0 12 LONG PROJECT NO: ---- (APPLIES MEN PIPE SUPPORT PER ACI STANDARDS. NON -SHRINK v- PHASE: FEET IS OFF OF VESSEL PAD) GROUCONCRETE SLAB � Vo ORIGINAL SCALE SHOWN IS ONE . ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE R DUCEDHOR ENLARGED PLANS. 0 1 28 10 SHEET U3 ICITY RECORD ORD No. OF L� U_ :� cm r r M i LU w r i i a M Q M M C.7 r C) co M cv 00 Lo 00 r o z 3/8" STAINLESS STEEL (GRAINGER COIL --TUBING 3ADD1 ) 30°v�`' � a- ,y�o► ... OR APPROVED EQUAL CHAMFER a1/2" RAD. . d .. S COMESSION A �APTE8 45 1 IA"HEX NPT MALE YfflYL AE`� _ (cMASTER-CARR #9531 K21 a �. a. " , OR APPROVED EQUAL) 1" TO 1--1 j2" L CAST IR = ,. 3/8" COMPRESSION NON --SHRINK ADJUSTING NUT ' w r GROUT r 18" _,.. 90 #-- THREADED ..�. ; ui, PIPE 5/8t' 316 SS ANCHOR BOLTS NOJUA w (4) PER PLATE, INSTALLED j " 1„ 1 RAO. 0 H#LTi HIT—RE 500 V3 EPDXY 1, PLACE 1/8" TEFLON PAD BETWEEN PIPE AND " 1 %2" X 5" 6-#4 BARS SADDLE. ui " ,$ EXP (4 READ)► 12" LONG - 1 j2 X 5 EXP .. < 2. MODULAR FRAMING COMPONENTS SHALL BE(4 READ) M1BALL E NON -SHRINK ,. 1/44!' NPT, FEMALE #— hw- J► UNISTRUT B--L#NE, KUMAR O EQUAL. GROUT CJ C) < INCHES 3. USE A 2' DIAMETER 4.5' CAISSON UNDER EACH LEG INCHES ; ~ ~: 1/4" x 2" NIPPLE 1. THE NIPPLE SHALL BE BRASS CLASS 150, W Z WITH 6--#6 IN LOCATIONS WHERE LEG FALLS - _ FLOOR SLAB _' MINIMUM OR STAINLESS STEEL SCHEDULE 40. • OUTSIDE THE GAG VESSEL PAD. ALTERNATIVELY _ NO .FOR SUPPORTS IN AREAS 14 THREAoOLET �.� .�. _ L� i OUTSIDE OF FLOOR SLAB, CONSTRUCT 0 6 REFER TO DETAIL 0 18"x18"x6" RAD UNDER PIPE SUPPORT. CL. �, � �► 1-1/2" V--0 8 1-1/2" = 1r-0"ALTERNATE " (n Z D3 67 o w W D3 mn E Rft Emu I NJ% I P E Z03 NUB P 0 R T ADJU"t'i"I'AABLE PIPE zo'UPPORTQ3 "I"IERED #lwj&IPE �A"10UNFooftPORT mmm LOWER SUPPORT NOT TO SCALE M-- � � 11 P1 F AP ALTERNATIVEt"'i< m U #-•-- 0 5$-" SEE DETAIL MENn 0 #5 EPDXIED DOWEL X 24" 12" OC SUPPORT PARTIALLY RESTS (USE HILT] HIT -RE 500 V3 EPDXY PRESSURE TRANSDUCER �,,,., ,_a" ON VESSEL. PAD OR EQUIVALENT} (SEE NOTE BELOW) PIPE STAND 2 MOUNTING BRACKET , c 6 MIN EMBEDVALVE MANIFOLD Oft 9 AV L.. NOTES U _41 V)RISE w Ix Ff` ,'� ry �. 2 SENSINGU 7 1. FOR SUPPORTS IN AREAS OUTSIDE OF CONCRETE t LINES $„ SLAB, CONSTRUCT 18"X18"X6" PAD UNDER PIPE -0 SENSOR CABLE SUPPORT. 9� awrr� Qtt> 2. DIFFERENTIAL PRESSURE TRANSMITTER SHALL BE 0A E 4 w • e- E . ROSEMOUNT 2051 OR 3051 NTH 4--20 MA m CL CL. OUTPUT, INTEGRAL LCD DISPLAY, AND ±11000 INCHES OF MATER RANGE " �� ,, ���� ,,,,.,�� £.�' �r�` f� �F fi� . DESIGN ENGINEER: 5 0 12 OC EW T&B f FG e'yf. KEVIN BERRYHILL LICENSE NO: 2"0 PIPE STAND 18" 70415 '+ PIPE SUPPORT FOOTING DRAFryT�E/�D+ BY: CHECKEipD BY: `. x. OTE`" r (E} GAG VESSEL DATE: 08-14-2018 Ik, FOUNDATION : j2" 5" EXP (6) #4 BARS JOB NO: 214318001 MINIMUM BAR LENGTH 24 . (4 READ) " BEND BARS THAT DONT FIT IN FOOTING �0 12 LONG PROJECT NO: ---- (APPLIES MEN PIPE SUPPORT PER ACI STANDARDS. NON -SHRINK v- PHASE: FEET IS OFF OF VESSEL PAD) GROUCONCRETE SLAB � Vo ORIGINAL SCALE SHOWN IS ONE . ADJUST SCALE FOR NOT TO SCALE NOT TO SCALE R DUCEDHOR ENLARGED PLANS. 0 1 28 10 SHEET U3 ICITY RECORD ORD No. OF L� U_ :� cm r r M i LU w r i i a M Q M M C.7 r C) co M cv 00 Lo 00 SL -0104 SL -01 05 SL -01109 �.ca"aoc 32 DIA 2 DIAv 0— W PROVIDE BARS EQUAL IN 2 DIA 16 DIA TOTAL AREA TO REGULAR' - ol � a co 3jREINFORCING INTERRUPTED -, 3 � � a 4 °' Q °- E ``' ,. 0 BY OPENING. PLACE ONE Q-00 r C 0� 0 s co E� u 3" HALF TOTAL AREA TO EACH � M -2 -. -a 1= = -0 EDGE OF SLAB �» 5--4 4 GC, TOP D SIDE OF THE OPENING. D '� =� -� u w Q C � ' 0 SPACED AT 3" OC.-_ Q. cn v c� . 0 o »�' cia�3 vii 0. 16 DIA a. � �.�: m 12" IN o _ _ _ « + tp C cn 0 cc nct w .C! C9 *� CFS - ONE EXTRA BAR EACH coC'°Eww>wop` wq 0 32 DIA CORNER PER LAYER OF �" '` 4 c �'� �' 0 �, a �- � N- A REGULAR REINFORCING ~ a �" E �` � W 0 `' U q {SEE TABLE BELOW.} '- ` ` .Q OPENING � _ � � � 9- OPEN#NG IV 0-6- 32 DIA 32 DIA 16 DIA 12" MIN A, A, y `S. IC}R OPEiVa . "TO► 16 DIA 12" MIN 4 -#4x4! -O" 0 6" CC, TOP LAYER 3/4" BELOW ` TOP OF SLAB NQTE SINGLE THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT w^" FEET DO NOT RETAIN LIQUID OR SOIL Q NOT TO SCALE INTERIOR S EDGE OF SLAB EXTERIOR N NOT TO SCALE w U .5 1 tr CONCRETE D4 REINFu`R%(`;ftEMEN"TS WTI , u-- N 0 W A IIIIIE R 1 %`3 T P - S D4 IN'TENRIOR AANU` E%X%pm`II`ERlftIOR C;ORNERSLIQUID OR TH 0 U T Su"IL SL -0106 SL- 0121 SL -0122 HOOK DETAILING OR G CONSTRUCTION JOINT DIMENSION DETAILING , DIMENSION Ar1r D = {1 } BAR DIAMETER` 4Db OR = ,tip. u 7 FURNISH AND INSTALL " Db {1 } BAR DIAMETER D 79;' D = FINISHED INSIDE BEND DIA, 4 " . 2 /2 MIN = Db FOR ELASTOMERIC SEALANT v D -- FINISHED INSIDE BEND DIA. '�` D 6 t d 8 � D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 0 -IN GAP {SEE NOTE} D = 8Db FOR -11 D = 14Db FOR #14 AND #18 D 1ODb FOR 14 AND 18 - 3,� � 0 OF STANDARD 18`6 ALL GRADES BARr +� + 1MENSDIMENSION • i STANDARD HOOKS, ALL GRADES ----------- mr: 1o..M A W THICKNESS um r s RECT. CIRCLE OFr ORE THAN 24 1. OPENING —CONCRETE OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER i I a A CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. w I ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED y E REQUIRED LENGTH FOR LAPPED SPLICE c ! `..MR TOP I i BARS SHOWN CONC. iREINFORCEMENTSPLICE Ar•, ` TOP OF SLAB NQTE SINGLE THIS DETAIL APPLIES TO ALL OPENINGS IN WALLS AND SLABS THAT w^" FEET DO NOT RETAIN LIQUID OR SOIL Q NOT TO SCALE INTERIOR S EDGE OF SLAB EXTERIOR N NOT TO SCALE w U .5 1 tr CONCRETE D4 REINFu`R%(`;ftEMEN"TS WTI , u-- N 0 W A IIIIIE R 1 %`3 T P - S D4 IN'TENRIOR AANU` E%X%pm`II`ERlftIOR C;ORNERSLIQUID OR TH 0 U T Su"IL SL -0106 SL- 0121 SL -0122 HOOK DETAILING OR G CONSTRUCTION JOINT DIMENSION DETAILING , DIMENSION Ar1r D = {1 } BAR DIAMETER` 4Db OR = ,tip. u 7 FURNISH AND INSTALL " Db {1 } BAR DIAMETER D 79;' D = FINISHED INSIDE BEND DIA, 4 " . 2 /2 MIN = Db FOR ELASTOMERIC SEALANT v D -- FINISHED INSIDE BEND DIA. '�` D 6 t d 8 � D = 6Db FOR #3-#8 D = 8Db FOR #9-#11 0 -IN GAP {SEE NOTE} D = 8Db FOR -11 D = 14Db FOR #14 AND #18 D 1ODb FOR 14 AND 18 - 3,� � 0 OF STANDARD 18`6 ALL GRADES HOOKS# +� + 1MENSDIMENSION • i STANDARD HOOKS, ALL GRADES ----------- mr: 1o..M A W um f i TO ORE THAN 24 1. _j OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER i I a A CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. w I ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED I C TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER, PROJECT NO- ---- SEALANT _ NQIE:" ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH SIKAFLEX C SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE Q; V i- 1A" ELASTOMERIC I SEL Q SEALANT OR APPROVED EQUAL CONCRETE SHALL CURE FOR AT LEAST 72 Q l,, .- I HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND.., LLI CSL E APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT � COMPLETELY. 0 � 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. D 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OFLij + # p THE CONSTRUCTION JOINT LENGTH. I-- 1i 11 e ii D-4Db { } 4Db or ' 2-1/2" NMN. � ~My.. u,wtY-wM. WY..uM aar-rose wr rL•vw wM✓�� THICKNESSF SLAB 1 OR WALL NOMINAL KEY LESS TH AN 8 mr: 1o..M A W um f i TO ORE THAN 24 1. ESD �..� o r m NOT TO SCALE NOT TO SCALE 0 5 0 6C Nel UJ p U.A UUNCR`Eol"IE LIONG'I"PUDINAL JOINT D4 CONCRETE JOINT SEAL <m 0 C C TO #5 6Db OR 2 1/2" MIN �' SL --0124" TO #8 12Db HOOK n HOOK 50Db AND SMALLER cE � n A OR G11 A OR G If - 62Db 7-11 4 9Db OR N D 6 MAX. v 0 OR z: �- w zi � G :3 � to � " V} # Q � � � s z �c z z 1 /4 x1 /16 SAWCUT JOINT uj D w Db w D DbREBAR CAULK AS REQUIRED cam c�,� { } c z- o 77 ' u]vj, Y 0 Q¢ U> u u 8 _ cs 41' SPLICE LENGTH Db '` BEAM BEAM BEAMplA o CONCRETE STRENGTH PSI.OR U .n (� 2544 3044 3500 4000 5040, . De De 135 -DEG #6 AND SMALLER 63 57 53 50 45 CL CL. IIIk�- 7--, 11 78 72 fib 2 56 NO WATERSTOP OR DESIGN ENGINEERS ISSUE Ll- DO LS AT JOINT IMI VIN BERRYHILL L } LICE IES SHO ARE CLASS B SPLICE NSE N0; {TIE BENDS SIMILAR) KEVCL 1. SPLICES 70415 135* SEISMIC HOOK LL' mr: 1o..M A W um PAD MJS 2, SPLICES ASSUME THE MODIFICATION FACTORS 1. _j OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER 2, IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY D#SCONT#NUOU AT � a A CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. w ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED I TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER, PROJECT NO- ---- SEALANT _ NQIE:" ALL COLD JOINT INTERFACES BETWEEN CONCRETE SURFACES SHALL BE FILLED WITH SIKAFLEX C SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE Q; V i- 1A" ELASTOMERIC I SEL Q SEALANT OR APPROVED EQUAL CONCRETE SHALL CURE FOR AT LEAST 72 Q l,, .- HOURS PRIOR TO SEALANT PLACEMENT. CLEAN OUT GAP PRIOR TO SEALANT PLACEMENT AND.., LLI CSL E APPLY ACCORDING TO PRODUCT MANUFACTURER REQUIREMENTS. SEALANT SHALL FILL JOINT � COMPLETELY. 0 � ESD �..� o r m NOT TO SCALE NOT TO SCALE 0 5 0 6C Nel UJ p U.A UUNCR`Eol"IE LIONG'I"PUDINAL JOINT D4 CONCRETE JOINT SEAL <m 0 C C TO #5 6Db OR 2 1/2" MIN �' SL --0124" TO #8 12Db HOOK n HOOK 50Db AND SMALLER cE � n A OR G11 A OR G If - 62Db 7-11 4 9Db OR N D 6 MAX. v 0 OR z: �- w zi � G :3 � to � " V} # Q � � � s z �c z z 1 /4 x1 /16 SAWCUT JOINT uj D w Db w D DbREBAR CAULK AS REQUIRED cam c�,� { } c z- o 77 ' u]vj, Y 0 Q¢ U> u u 8 _ cs 41' SPLICE LENGTH Db '` BEAM BEAM BEAMplA o CONCRETE STRENGTH PSI.OR U .n (� 2544 3044 3500 4000 5040, . De De 135 -DEG #6 AND SMALLER 63 57 53 50 45 CL CL. IIIk�- 7--, 11 78 72 fib 2 56 NO WATERSTOP OR DESIGN ENGINEERS ISSUE Ll- DO LS AT JOINT IMI VIN BERRYHILL L } LICE IES SHO ARE CLASS B SPLICE NSE N0; {TIE BENDS SIMILAR) KEVCL 1. SPLICES 70415 fy -64ksi fc=4ksi. SEE CHART FOR DIFFERENT 135* SEISMIC HOOK mr: 1o..M A W um PAD MJS 2, SPLICES ASSUME THE MODIFICATION FACTORS 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER 2, IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY D#SCONT#NUOU AT � a A CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. JOB N4: 21431.8001 ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED , TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER, PROJECT NO- ---- 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PHASE: fy -64ksi fc=4ksi. SEE CHART FOR DIFFERENT 135* SEISMIC HOOK DRAFTED BY: CHECKED BY:to CONCRETE STRENGTHS. PAD MJS 2, SPLICES ASSUME THE MODIFICATION FACTORS 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER 2, IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY D#SCONT#NUOU AT � a A CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. JOB N4: 21431.8001 ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED , fy -64ksi fc=4ksi. SEE CHART FOR DIFFERENT DRAFTED BY: CHECKED BY:to CONCRETE STRENGTHS. PAD MJS 2, SPLICES ASSUME THE MODIFICATION FACTORS 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. OF ACI 31 S SECT#CN 12.2 ARE 1.0 FOR OTHER 2, IF 2 LAYERS REINFORCEMENT, TOP LAYER IS COMPLETELY D#SCONT#NUOU AT � DATE. 08-14-2018 CONDITIONS PROVIDE SPLICE LENGTHS IN JOINT. JOB N4: 21431.8001 ACCORDANCE WITH ACI 318. 3. JOINT FORMED NTH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED , TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER, PROJECT NO- ---- 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PHASE: PLACEMENT. Q l,, .- 11FSl MEAL 3LHLC onvvYFV tJ Q ONE . ADJUST SCALE FOR NOT TO SOLE NOT TO SCALE REDUCEDHOR ENLARGED PLANS. c 7.r SHEET .- 0 u4 000 Kw4E I N F 0' R ` & C% E M EN'T rbm%EN"D' S &S P L I Go% PSI C00"N"CRETE C"'O'N "ir r R' 0 " L JOINTLo CITY RECORD a� °F co ca U- rn vi to LO LLJ rn C14 m 0 uj LLI r 0 M Q - m 0 C-) C- CL r4') C> C> 00 PO 14- V - d M to 00 ca Ul) 00 ------ ----------- - S�v stoodard & C -4� -C CP 1 40A 1_� 4.0' 26.25" :03 81- 0>,:r- ouffet *VNIng SOL -6 1.0, 0i 11 0 CI- -co -0 "o 'C t5 �5 6 > w.= p E,,T r 45'hk for frme Old 25250 0. - Mere 17col and out*g it - -_ , * -al # Cn w M cn.t= 0 a- > 71 cover detas 0 75# - %, 1%, :;4, 20 'V:�3 somm in a mwtWe my k W W co extend low hafm of 1.5" 0 625 Fn 51�54_-_ 0 0Q--TLjs-- $100M A 0- bepnd GUTMR CENTER STAWT The upper portions of * I W*1 I Incoming 375m -0 -W :03 FLOKW PIPE TRENCW RIGHT F A Y W hsNe of vaV old AW and 40 See Dete# 30- A 2' TWIM ;r_- d SEE E removed and the broken el I V tron0ko da#W betwm + PLAN 4. r ;5 E4 45 0 -C)- ends of lower haws of P*W- shall be plastered smooth #fifi lop '0' -6 �5 -0 outgoing sewalm be Dia _T cement mortar. 05 all Z cLa 0 c3d 2_4� 0 0 MZ' 0 0 0> 0) 06 (A (D 6- C 2 0** 17" 6_.�= o cl,15 . cp o T) 00 aw opwing V) 41 CE sews in a mowWe tre of lc$ �9 (n V, N V 0 0 t 0* =) -10-- 00 10 03 46 C n rZI J25" L r 4) Ow same Ameter, the top TIQN 0) ............. W C14 CL >, ;j 0 W of pop sha# only be ------------- ------ 1 4 O'DAz F I I __j remowd bel wak old Irdet LJ 15 '0 0 E v N (1.2m) 0-0 0 C: CP SEC77ON A -A W JE 0- 6 - - 0 -.C: the h4w e4w shal he NA77w aAaaxt COMPACTED TO W X piatew Mol Wth 9�== 0 90X R41A 77W AT MAXIWM DRY M cement modor 0,2 PLAN A T SURFACE PLAN AT BOTTOM TOP i4EW Note. PC C sw not to be 05" DENSUY0 EXCEPT AS MODIM BY L_ C CoZ ck- 5 CL_ _0 0 0 ) W 0 pooned wil pow�g is, in place. SPEaAL PR04SION. See note 11 /effem 0 12 Z* 95X WfEN W STREET RIWI P a C stao not to be pmvd on 0 5o 0" NO pamg is in place gob and ffd to', Dio. dl blind pkk R=a to be a wo to az 20-patiorn coter bole METALLIC PIPE IDEN77FIER TAPE. bdow new MAW peong bole lel 0 125" N 20' *7. S&ECT MAMMAL COMPACTED TO A A Inv - 8 0 0. 4' SECTION SEIA N a5x RELA 77W DEN97Y. NO TES. Notch lid to M See note It 2.11 Mortar, 1. 0 w* " conform to h* W#ka* wtions of the Z. I mortar, NO TES., rmd pick hole, Ay Pm*ed 4pedftfims entfAW 'Standad Spectkotim4 State, of &y Packed IRENCW ZONE 40mio, DWarftent of Awspodal Wmwd 2.0'Dia. 1. A# wAw* sho# col to the q#hwe sectims 1, 0" pattwn a625" pott" C OMPA C 7 ED TO 4. 4. 10pattern letiffs, a off MARVE DfW$tTY. 8,5X 9W. ft of the speciricolims eatAW "Standard *ci6cofions; lettem a 125" lettws, a 125" of C471itwwo, Department of Trenvartamon" State hio. Location for 2 A# milked manhole jAls " be AW with Kent qVrowd cuffent 90ka. MANHOLE county of A* CLEANOUT sod or quFmwild bw masbc ell ill of mw/wes EXCAVATE TO CLEAR PIPE RELL 4 must be mortavid and nel raked or wped on m,%* j 2 Mortar " candst of one part Portlod Cement MAN. MIM md Of poa too parts of oko, #0 graded swd N 0 TES. ft cost re1#f=vd marh* sectkas " be consfiucted POO 32* Dkmtff 3 Jmts " be *d w1h moder and neal *med 1. A# firal al cows sho# be tested for occurocy VIVO PIPE O.D. 120�-24 in accol #0 the "PWmof ASW C-478, or ol a7 ft* of po, of flt wd shall be ma*ed in sets priar to de#very. Med*ed Z Varies 0 armt ell + Cn 4 Pro cost ranforced mal sections Aa# be 2 Ae seats of fromes and bearhg Ava of the cows 4 A# sewer nwhak-4 for sew 4ll kw than 18" _717't I constructed 47ocombne Wth Me providm of sho# be machined for a smooth non-roc*40g N between 105, 42* MINIAWM FOR 12" DIAMETER MAIN$ & SMALLER W IHAN 12" DIAMETER PIPE in dkmeter, " be thl Oth "T -Lock" or colrowd eWat moo 48* MIAIIMUMFOR LARGER 40ft ASW C-478, cuffent edihn ffie two casth9s. Toper cow M#Wmoy F.OR MA#VS LESS MAN 12' DIAMETER 5 Concrete pad sho# be cored with a wh#e pqmted 5. foom0k side should be insto6d hi the 4wtream J Casings " be Mow#y demed end *W twice dnvAbn of the mo* In& ohl pol or as h a qukk-doft, Ot-Mock a*hl cwipoond to 12" MIMMUM FOR MAINS 12" DIAMETER AIVD GREAMR whq owqot#W as per sediw 90-7.016 of the standbrof Frome diected by the aty Enow. V.. proA* a protect1w col She S/Opel, ;S 83jx 6 See stwdwd dvwhq SW -6 kr #=A cover, ond 6. A# O"tkas between poe inwis sha# he a 4. A# tranes and cows shail be gmy cost iron, free TA IL "A &W manhole, detak smooth wapel Wfta hm worN crocks, hoft swab od odd -shot, and -- - - -------- shail how a owfte0e rol W#q it 4r loo*9 shad 9 ffie 2. 0' pettem letters on ffie noftle cows 7. A# choiyWs "be smooth ft&W wiffi steO trowel W AIN $HAU 84E 1.0"7W 2' FROV RIOMTOF-WAY WIEN POSSWIXE 7 A# sewer mohafA for sow loes larger tho 1) AMRM A-" be HS 4V-44. she# how one of ft 1b#bwhq des0vtkm DRAW or qWR 9Wf sho# be ftom ifthed for resbilonce. 18" hi dkmel sho# be lined ofth OU TM)R 4. Mik 2) 1,q pAVED AREA AalvImum covER sHAu aE mrAWRED FROM LOOES7 7 -Lock' or Wptowd equal 5 Chsb7y Mo# cmform to the proWsAws of the *wScatims Ila Assem&ly shall Ae all for howay IoWkg of HS 20-44. + FLOKINE GRADE, for grepl,4ron caslirip swW deggnotkn ASTM- A-48 .4 Z 4 (10testre4vt4 awsft JW I 1, 2 0 x 1. 0 diamond mat 0 125* ol j) IN pA VED AREAS pranCA noNs FOR STREET SMU,07URAL SE10770N, OR FP.ENAMF- SW2REV FUNAME: SW4REV f1LENAME: SW6REV 11 WINNOW I 0AX 5. 7he name of ffie manufacturing cool &W# be PA",wr PAwmw spiancAwN SHALL SUPERCME OACKFU AM 6/2/" COMPACIRON S7A7W. STANDARD on ffie anal of the cowr xv STANDARD STANDARD 419' COOMM %W JCU kt CWWW 7 Manhole frome sholf wel not Im ffien 120 FRAMES AND MANHOLE $c4c MANHOLE SECTION MANHOLE M. SNAW1 nor more than 250 /ba. The cover ba COVERS FOR M. SHAW WATER RESOURCES DEPARTMENT 4W TYPE "'A" N.T.S. W^t N.1.1 shal? weo not Im #= 120 ft nor more SCAM N.T.S. .I TYPE 013" manl MANHOLES & CLEANOUTS CALIFORNIA =Pwao APPROM than 200 Ift. APPROM CITY OF BAKERSFIELD,# Aggregate SECTION 0" C* 8AK0%*:*3J> d CALFOFMA SW -2 CITY OF BAKEF*FIELD SW -4 Mwh* cows shal have a solf drui?iog blind pkk CrTY OF SAKERS1190-D SW -6 CALFORMA CAUFOFM STANDARD PIPE TRENCH bole unlew oil oMvmd by the Ot CM FN� PUWC WORKS DEPARTMENT PUMX WORKS DEPARTMENT y Engineer, C�"�y -amm PUSUC WORKS WAR7MENT PLAIE No. PPROVEO. 7 W ..PAN RE22UR DA REV. 1 -9-09 D6 D -6 D6 FOR ON-SITE TRENk'0*;HES LIJ -A --tl A /I A A V) --- -- - ---- - - - - -- to, Oft) -Z __j cr_ Aabrk - 9 ga, 2. 0' Brae or 4 runw - 1.625- (4ftm) > (54m) moA qdk 0 �x � after waft hudded V) 0.0.1 0*V[W pOe, 2271b1fi HAWtof or top & boam Uj V) Hofizontel or dbyand *9061 bl j brace With hu Poll L#?$ Post H ro* - - � --ft ft < < �x WA - 4.0ftan) Lli 0 Tetmhd or comer post N&O I - 5e fl, F- rmw - 1.875* (50m) REFER TO CITY STANDARD CHAIN GATE NDTH AS < >_ 'AN �x ut qdv p0,27MIft LINK DETAILS ON SHEET D8 FOR SPECIFIED IN PLANS W CN 3: �X' (4 1kg1m) so* W Z �X' latch 00 1&0 ADD111ONAL INFORMATION. (D < -A ------- _j 0 A 26S A 2S LLj 0 Ld 4" -.4 '4 "X� .4 _>C)"l ^ ^ --f - ------- M A 1, 5' L.4 - A' Z M 08AI p _T JOTI am loop a cwr_ -------- ("y .0 o LAJ UJ Ckw C. (aft (a M �A %-- Cate Posts - 2 875' 2 0 (50mm) Min. (75m) 00 --------- F- < . ........ . 10' (.2-%) Min. 10" (2&n) Mki. 20" Mh he 2 6dte Poe - 57961ft TURNBIUCKLE M (a - P -b).._ (9&9/M) I LL_ r 9ga, 2. Min. 0. J1 0 (5*=) mak 9*. PEDES 7RIA IV GA TE NO TES.- after wmft kwaked \ff-RnCAL t h$t0V4tkV Of f&?d7g 40d g0le$ ShV# be h wcavbace Wh --- top bottom ...... -"I", STAY . ....... xxxxxx H the reVirwmis of Section 80-4 of the -Standord Wkations, POST (T I CL state of Cdaa* awartme"t of Awjoartal approwd TC am- (10MM) -P,9§ (TV) H cl ed6n. wm M I 10 bw MIA (tjfx av mom - 10 (tw/ H*t - 58'fl..%) 2. A 90" Ok* x 12o wl* (a2ft x 0.�n) concrete curb e 1.5'(4anm) (&Vnm) P be constrmted undar a# kam F g d%mw betwW the Curb and k6m �*o# be used 9* p1m 272bA We Post - 1875" _j or heall (4. ft,1m) mmennW OW Cq 5 TYPICAL DETAIL AT ..... . ..................... """_""' F--=6vl J Sw standffd D-13 for conemle note, rombac* bar CULVERT ENDWALLS E (40m) 4. Comer posts shoff be mstalkd at a# anos h fence line CD 1h AXM Of 10: X "woo r LL. -4 tj A AAA AZ__�AAAA A U Uj Z-1 4.5- (0 11m) to < 7.7 a of __4 5 End, comer, od gete 1wts shd be brxed to nenst 1. 5' (46imi *v post #0 gdwized dagod or harizon& bll wed 49 Uj Ln ?p DOUBLE GA TE PC Zn Cb as membas and q&voired a. Coal OF Ituss rol Ott turducHes or truss tightener used a tenslw -j X membem <\N�\-"(�M) M". cem � V_ _T 20' Mh M W SECTION A -A 6 Febrk " be festlened to gate post, t&mftl post or comer jw)k- Ill CLM CL. 40 Post w0h A 25 " x 0 75' (&nm x 2ftm) stretcher bar ban& NO TES: at &O'(62m) on center 1. &do -ode pM. sW be cowbucted tm to qr� and DESIGN ENGINEER: MW Sol W& =factim -at or to 0 dvm of 7 a0-41* &xe M& she# coatain to ffit sped"iwmalf ASIM FEET STANDARD METAL FRAME GATE KEVIN BERRYHILL 3 X POST X -SECTION FENCING TABLE 7 Fob* shaff be fastebed to line p* lost mnner, and bottom 6. 0 0 1.%� dmodbr A -M?, am L T LICENSE NO: 11 - I HEIGHT 1 lws�bn wkes wth ftnc bonds speced 4pvx 14" (0 -Vm) qmrt 8" MIN NTH 11 GAUGE 2" MESH CHAIN 70415 H 6" (1.8 M) 2 CaxMv &W be d= 'B" wd she# U o0h 2.5* (Omm) a kwdobba Of feachg wd yeles &W be In al:v " Me LINK FABRIC LENGTH AS 0-1, a Fob,* shaff calafiefm to ASM A-22, Class t to 15- (014m) sil Omaele *W he tma*d smwffi raWkwwIs Of seclAw W-4 of the -Stmdard *wAvftr4 DC and &,ash rydow. $Ilata Of 40ola DVa*wt of Tro400rtalka, "mod ament ftWkv. 0 2 SPECIFIED DRAFTED BY: CHECKED BY: DL 2 $_6 " C 76 M) 9 9hgn* prqwWkn sW be coashuded bue to grade and j camwe SW colm no adbOw W*W wwon 9 Ol as *whW by Me atr of &*ffs*M sta*dwd4*#mWg PAD MJB WOM& PW 2-?Z�� OALY. PM prkr MODM (1.4 &" crm section #0 compal of = to a dW th of 0 5' (0� 16%) 4*VO4 is obkiw k" Me aty &*W. cenawk 0-12 be cw*ved wildff r1a 10163 "'ILE G A m Ivl DATE: 08-14-2018 PM (& 4 1 "1"; &W be avold offfi a We &nwled aviV c*V%nd C HARAIN LINK t`M` I of cv*)iV to w1kn 90-7018 of ffie stw&d VecifficaMbas JOB NO: 214318001 Mx FRENAME; Q-12REV FRANAME; 0-13MV a 4. &4 conw, ard r1e, pott &W be brood to Oe newest UK PM 4 6/2/" khe pot *60 ok dappW or ho*w1d West used as PROJECT NO: ---- 2-3X OA 09N. Kn STANDARD tftm STANDARD (6 am) Mwamm awsbars aw g* am- (10MM) sw trw PHASE. - 3,63 mds YO twAbulogn or #m #01aws wed as teoskn mmWx %4 M. SHAV M. S"A 0 CHAIN-LINK FENCE So" 5 Nw re6vold xbwboa scrag is roquilvd.. it " be used CHAIN-LINK GATES 9c" i . . relloce POW OOA 2 10 (3 vm) VM N.T.S� #* 3 x 5 - 9 94uge k&* so mskwlsd Mot the *Is m N.T.S. ORIGINAL SCALE SHOWN IS OPROM SHM locked into pol old co a* be rmowd WM 16als APPROV0 SHM *11 ONE INCH. ADJUST SCALE FOR WY 0r- 8AJ(B%FEW 0TY OF BAKERSFELD D-13 REDUCED OR ENLARGED PLANS. 2-3 x 114". _-] D-1 2 be made vok rdtkv or mwe4 ve vew (3 Z CALJ:C~ CALr-OFM SHEET 17A 17 �1 A\t SP 0-ty ;04;0;W�W PU BUC WORKS DEPARTMENT w4 rVdv�n4rsd OTY Lj r5 wows DEPARTMENT D6 D6 EITY RECORD No. 18 OF 23 M Uj Cn 2 M 0 0 CD Lij C14 0 y M Ld Uj 0 Cm CL �0_ M 0' a_ PO C.L L_ 0 C) C) 00 N 6 to 10, 0 00 U-) 00 Class 2 Partfend COO W1, I Concrete, Wor W "Sh to match Sawcut povement, A 7;7 Existing A 4*, 4 4 4 (if sekct materill reqjked) iii Pawment V. vwIFU4,tow mok WW 4M mWavu w1v 01tuff mcr (1117 fwarwa- Mity of the DeWoper / Sub&*r / Contractor, ?Ire nwzber Metedous matoW and shal how a Sand EquWant of not and locatb? of the tests sW be detembed by the City fiackffi mper cted to 95X relatIm Engh7eff The tests sh& be 47 ociccv-donce iWth the tests ompection in roodwa ,y areas from !bled h Section 6-191 of the State Standard *icfficotion4 30'br back of curb, exduding or ASTM D1557, Method T7, 0# but the outer 1.0, of the me*w areas; and v o#*,m withm 6. Each /O)W Of bOWN MOtOrial " meet the COMPOCtAM, the exisft occipted roodwey sand oiqumlent and gr t' requirements before the next foot 10 loose) la ysm sbultanewsiy on each side of the knprowneata poe in such a manner as not to domage or disturb The pie on its ofignme0t and prade, Each A7)w s*o# 4 tharoughly comp- Bm*R compacted to 9ar relatim acted by mechanical tamp fiackAY motffd wolf be Compaction in al other =w. propedy coaWeted to 4ar4ig1be prkr to pr sig: R T 2, ft*fff/ for fioa* p0a fiockril in poe zone coaipocted za \ to 9OX reA76w conpoclin o!" a k LNW all I it' zone to conform to notes t 2 V) V) and J. For oic uffities , costfuction Is as per the PuNic WOW Cmuniss(m General ftws 6.0 " tfor RnMe ex as per N32 V14 WAR A 57M D I LIJ F—IX < < IX 0 LIJ F - (D 0a) W 3t: C) F_ Uj 0:� Cn !:jj LLJ Uj STANDARD �.. :z W Lij Uj V) PAVEMENT PATCHES V F— < iii Pawment V. vwIFU4,tow mok WW 4M mWavu w1v 01tuff mcr (1117 fwarwa- Mity of the DeWoper / Sub&*r / Contractor, ?Ire nwzber Metedous matoW and shal how a Sand EquWant of not and locatb? of the tests sW be detembed by the City fiackffi mper cted to 95X relatIm Engh7eff The tests sh& be 47 ociccv-donce iWth the tests ompection in roodwa ,y areas from !bled h Section 6-191 of the State Standard *icfficotion4 30'br back of curb, exduding or ASTM D1557, Method T7, 0# but the outer 1.0, of the me*w areas; and v o#*,m withm 6. Each /O)W Of bOWN MOtOrial " meet the COMPOCtAM, the exisft occipted roodwey sand oiqumlent and gr t' requirements before the next foot 10 loose) la ysm sbultanewsiy on each side of the knprowneata poe in such a manner as not to domage or disturb The pie on its ofignme0t and prade, Each A7)w s*o# 4 tharoughly comp- Bm*R compacted to 9ar relatim acted by mechanical tamp fiackAY motffd wolf be Compaction in al other =w. propedy coaWeted to 4ar4ig1be prkr to pr sig: R T 2, ft*fff/ for fioa* p0a fiockril in poe zone coaipocted za \ to 9OX reA76w conpoclin 800& matew w1hift the POO zone to conform to notes t 2 V) V) and J. For oic uffities , costfuction Is as per the PuNic WOW Cmuniss(m General ftws 6.0 " tfor RnMe ex as per N32 A 57M D I Fpm QV* 9epth m*s d4miding on the street's Tmtflc Index (TI). See Ta* "r belaw *Street ImLr Zone TRAFRC WU DIPTH jo - 50 1.2, 70-8.0 2,01. W AM 25t 5_7 ... ..... 8ockfN cwWocted to 9OX relobw compaction UAW limit Of POe Z000 ShOV be 10" 060M ------- top of poe bell or the outo* dbmeter Of plohn end pp*a Poe or coa< 4 Testi7g of backffi mater sho# be in accordance with the tests listed in Section 6-301 of the State Standaid Sbeciflcofinas. 1. &AnAiw my tuf�w F 860#1 mut eW Wft the poe zone &W/ be bw of V. vwIFU4,tow mok WW 4M mWavu w1v 01tuff mcr (1117 fwarwa- Mity of the DeWoper / Sub&*r / Contractor, ?Ire nwzber Metedous matoW and shal how a Sand EquWant of not and locatb? of the tests sW be detembed by the City less then 20 and she# onform to the folia wing grodhq Engh7eff The tests sh& be 47 ociccv-donce iWth the tests Sieve Size Percentage posmg !bled h Section 6-191 of the State Standard *icfficotion4 J14' 100 or ASTM D1557, Method T7, No. 4 35400 Nei jo 201-100 6. Each /O)W Of bOWN MOtOrial " meet the COMPOCtAM, Ibis bockff metwd sW be placed h not to exceed one sand oiqumlent and gr t' requirements before the next foot 10 loose) la ysm sbultanewsiy on each side of the to is Placed poe in such a manner as not to domage or disturb The pie on its ofignme0t and prade, Each A7)w s*o# 4 tharoughly comp- Z For pavement patches W(ft paved orea4 see stmdard acted by mechanical tamp fiackAY motffd wolf be d-a#*g ST -12 k this &* mawd propedy coaWeted to 4ar4ig1be prkr to pr sig: R T 2, ft*fff/ for fioa* p0a Ps tr TABLL A rfe ow Hianga I'm tie mraffee #1 aco"Mce with the mmit ASTM *edfication D-2521 Only am / and # ontedment motaids wift the poe zone w#1 be can sk(aned suitaft fth the poe zone, water #owWg and jettrg &M/ not be used for bwkfll coweetko for #a&* p0a The bedft and howch*?g shalt be hand placed to the Spmg line of the ppe and prop compacted For mw mmg am I beMW is required kr boaWg and hwichhg, Care " be taken not to d*cate the poe, the ramai7ing bed(NI in the poe zone shaV be hand placed and owfioated h lifts not to exceed 60- thkkness. 8m*R that staff be pvpedy The fo#owing shall qpp/y for trench widths, 4 4*� @4 CLASS / BEDDING 4 4 OR SLURRY .0 Iqth des both sides up to 2. 0' If wid er 6. 0" wier d sides both sides 2. 0' or more wider t, 0** wider R T both sides both sictes rt STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS WE= 4 4 4 4*� @4 4 4 .0 1. Pawment sha# be Tpe J osphaft concrete (AC) meet the roWkements of Sectito? 39 of the 'State of Cv/ff=A DWriment of Troo*wtahbvr Shmalard 4mci6catkns" aWaved current edlin unless o 1 reWked by The City Chgkw. 2 Aggregate base " be Class # agregote bw Con hg to Section 26 of the State Standard Spedficatma ,I Structural sections for all streets Moll be de*ed using traffic indexes i7 occoralhoice with the piroWskws of Soctim 53,1.2 of the &OdAibn and fnowakg awgn monual 4 Sok test data used in the do* calculation shall be fumMed by a saf testing lobarotaty rqwt to be *ed and sealed �y b a licensed engineer. 5 Minimum A C Ndakness is to be a2' Type 3 Mkihwum Aggr"ote base is to be 0.4' 6 A safety factor of a2 shall be owied in powment calcuktions, Type 3 A*hdt Concrete Em= 8 A cimpoction of 9OX shall be obtaked for 9 m1flinum of 6.0' Wow the Grodbg Plana DWth 70 shall be h canformarice with the 00wing table Traffic Index Jr T 3.0-50 1.1", 55-65 1.5, zo - 90 20' 8 5 or more 25" 9 For A*helt PoWng Notes, see Standard *x1al Provoons located in the SubOwdow Oesr Manual vk APPAMM D7 aw f WORM It ft!'111000 !tFOR CURB REPAIRS' STANDARD STRUCTURAL PAVEMENT SECTION FILENAME w qn cp 'A n 0= 0 4D.S 0 CO C r - Co.+, CnE00W05 0 C W C3 0-a a0::�5 0> En ID -0 C-0 W fo- CP—..r- a 0 C -W J-_ :3.., C 00 0- W0 C 0 a a E 0- 0 (D �W= 0 CL 0A 0 >0 (n =W Q_ Z 4) >01 0- C c"0..ic"0 ,q) 4- W > 0 W C -C.-0- " -a V) O.S CL M 0 0 W > E CP 00 0 0 4-h5 -5 MEL E Q_ 0 W 0 r W -V Q W CL alt, 95 00 X z= V 0-1;3 V 6 0 0 4):tl- 0 0 -r- (-)UZJFF- c-0-a_EQ-#.jCL (D in PER SITE PLAN z 0 W W It a (0 n 00 NATIVE SOIL 0 #4 0 18" OC z COMPACTED TO 12 TYP BOTH WAYS 95% REL. DENSITY ALL EDGES 60 0 R T zSECTIO'N V) V) Uj L1j 0 LIJ F—IX < < IX 0 LIJ F - (D 0a) W 3t: C) F_ Uj 0:� Cn !:jj LLJ Uj �.. :z W Lij Uj V) Ld 0 V F— < M LU u LL_ M Uj 0) C14 0 i.4 M 50) 0 Lj Uj C14 I to X W 0 5:5 4!� E USE , 0 t !_i OM(D co 5,3k C WM 05 6 i� CL 0 U 1) C�- > 0 cc> 3t :-SN Lu 3t awrn to 00OLU G ' M M cc CIO 0 0 DESIGN ENGINEER: KEVIN BERRYHILL LICENSE NO: 70415 v- 0 DRAFTED BY: CH By.. 0§0> PAD MJB to DATE: 08-14-2018 JOB NO: 214318001 C`' PROJECT NO: ---- 0 _j PHASE: 0 ORIGINAL SCALE SHOWN IS < ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. SHEETU 7 o 00 %_ C) S�,11 CITY RECORD 19 OF 23 LO Co No. d :3 w CA t:)l o.= Q) o COLAd no co C (D -00 C'v 0 0 4) r C.7, 0 0 0 > q).�= 0 Lj CL— w(n 0 a- 0 > -r- > -f� s- 4) -w 0 FINI%w 6RADE v)0 -r cr q) 4) L- - 3: ch Eno (L) a 4) c 8:5 >,- E -p -R NOTE51 0 L- " oo -c 1. HfN CRO5$1" WER ROADHAY5 OR AW OnfR KWSWAa, o c W-1- 0 0 4.0" (0.1m) c: HATER PROTECTION UNIT E :t� cn d a d 0— CL ALL M.%TRt6AL HIRIN& AND HATER LINES SHALL BE INSTALLED 25' E- 0 gi FIN15HED 6RADE (0.1* DEEP� IN A 5C+WJLE 40 PVC SLEEVE. %.EEVE SHALL BE 2 15 -Z-) Z5 -5 -6 ud 0 6 C) u 0 TIME5 DIA)VM OF UX"IT I MPINC7. ALL ELECTRIOAL W"IT SHALL RAVE V MIN� VIA. FOR 110 VOLTS AND 2* MIN. DIA, FOP, Loki I 0<1 Z j CL 00 VOLTA67E. SEE CITY STANDARDS SHEET L-5, PETAJL R 2 coo c" 0 M_Aa MAXjC0M H >a-- 2. HHERE THE RAINBIRD MAXICOM IRRIOATION 5YSTEM 15 L 1.51 MIN. W.AA Tfe MAIN LINE PLACE IRR16AIlON CONTROL ROADKAY HARD5CAFE -4 0 0> o E o-- 'n' AT THE q 00CL%K HIT--$ WAR TM MN co Ix w 0 0) SPECIFIED, THE MAXIC4M CABLE 46T WT COME INTO CONTACT 4 �04!�A) � 'Q- 0 "0 FIN15HED 41 U NTH THE PONER 51APPLY OR VALVE HIRIN6. LOCATE THE MAXI- POSITION, BL"XW AND TAPW AT STREET , I I - q la (5.04 INTERVAL5. RI C-7HT-OF-KAY ONLY 6RAVE E COM CABLE WAR THE MAIN LINE AT A I 0`CLXK POSITION, LXATE HRE5 AT T�E 1113 REOUIRED ON ALL ASSEMBLE$ �-z o w =x 0 0- u �l VaOCK POVTION, 15'(0,45M) BEHIND I'c?'(0.5m) AWVE CONCRETE 0 5. IF MORE THAN ONE LINE 15 IN5TALLW PER TR54�H, PRO14M R16HT-OF-AAY LINE CONDUIT PIPIN6 1,51 MIN 15, MIN 51 COWvRETE SL#s w 05'0,15m) HORIZONTAL AN17 VERMAL SEPARATION. (0 5LAB PLAN =3 (D BACKFILL 05E 0 C= 4. ALL PV6 WVEW (6LAO SHALL BE #711 (PRIMER 15 MAIN LINE REWIRED ON MAIN LINE ONLY). 5. LANDSCAPE AW IRRIOATION IMPROVEMENTS HITHIN THE DMICATED 5TFa!T R!614T-�OF41AY MAY REWIRE. M OPEN 1Q, 4.0" Olm) STREET PMlt CHECK NTH CITY EWNEERW DEFARTf-TW FIN11511ED 6RADE CONCRETE THRLE" BLOCK PM U.R� FOR REWHREMENTS. 6 HHERE OPEN91fZT CX5 ARE REWIRED TO IN5TALL VARIa)S NI -f FROM KATER TO VALVES SHED C ZADE IRRIOATION LINES AWOR HRE5, ALL STREET PAX ANO NT14IN t7' 7 METER LVANIZED PIPIN6 4 flr7INC-6 r R0ADKAY HAf;4r-',CAf V (TYPICAL THZ0V:;+IOI)T ELCO �20 ml THE CITY RICW-OF4*4AY SHALL W- IN AC40RDWE NTH C11Y TRICAL —NDUI STANDARD ST -12 OR #6 DIRECTED DY THE CITY MINEM @ 1 1 , vk' z c' m 11 FOR LARSaE I ALL IRRIOATION LATERAL LINE5 %ALL 13E CLASS 200 f"VC,, X REVUCr=P PfPES%P�E BACKFLOH IF A LATERAL LINE 15, LOCATED t)NDER A KARP SIARFACE, (D ASSEMBLY (C-reater thon 2.0" (50mm) Via) FOP, Wk NOTES: SORMUZ 40 PVC 15 REWIRED. w W.AD50 NOTE -S- 8. 40 THERE 15 A CHANOE IN PITTED VIREC,11014, ALL IRRICATION 1. 40 M551" MER ROADMYS OR ANY OTHER HARD %RFACX, 1. ME" AS NOTED, ALL FIFINO AND FITTINOS SHALL EE MAIN LINES LAP4M T14M 2D* (5� IN DIAMETER (PRESWRE ALL ELECTRICAL HIRINO AND HATER LINES SHALL BE INSTALLED 25' 6ALVANIZEP tINLESS APPROYED BY THE DACKFILL "N LINES) SHALL BE SECIVZZED MT14 CONCARM TWWT %00�5 IN (0716W DEEP, IN A WCXU 40 ?V( , SLEEVE. 5LEEVE SHALL BE 2 71ME5 FZVREA11ON A�V PAM DIRECTOR, AV CTXE�S RECOMMENDATION AND 6 ,ORDANCE HITH MAWA DIAMETER OF CONDUIT / FIFINi5. ALL ELECTRICAL UMIT SHALL 14AVE 24 DIA. BRASS FITTINC-6 NIPPL.E5 A6 DDRECTED BY THE RECREATION AND PARK�S DIMTOR. 10 MIN. DIA. FOR 110 VOLTS AND 2* Mk DIA. FOR LOK VOLTA6E. -BACKFILL HILL 5E UNIONS,, 2. LM TEFLON PIPE TAPE ON ALL THREADW JOINTS OR SEE CITY STANDARD SHEET L-5 FOR TH146T 5L0CK DETAIL. APPRO�W EWAL BY Tfe RECREATION AV PAR�* DIRECTOR 2. SLEEVESHALL EXTEND 10 (O-N� BEYOND I4ADR5G'APE ON ALL ENDS NOT FLAN6E-$, q. ALL IRR16ATION MAINLINE$ 20' (t�' IN DIAMETER A�V LA17ERAL LINF. AILL LISE BALL 5. ALL MATERIALS SHALL BE NEN AV MEE MOM IMPEIRFECTIONS LE56 SHALL BE 901f VAZ 40 PVC, IRR16ATION MAINLINE$ GREATER 3. IMPROVEMENT5 NTHIN THE DEDICATED STREET R1644T-OF-HAY SLEEVE VALVES z ERA55 FITTINC6 lk 0 MAY REWIRE AN OPEN STREET PERMIT. OECK NTN CITY CONDUIT PIPIN6 1.01 (0-5m) 4.5EE APPROVED LAND50APIVIRR16ATION PLANS AND T14M 2.0' 00vr� IN DIAMETER SHALL BE TITt- PVC, SCH37JLE 40 OR NIPPLES ^, SIZE, WANTITY, (n ENSINEERINO DEPARTMENT FOR RE01,11REMENT5. AWVE H161 -1155T LESENDS, FOR SPECIFIC MOM 4H3EI:0 APPROVED EaIAL BY Tte REVMATION AND PARKS DIRECTIM FIN19co FINI$iW 6RADE 1.01 (O-ZW 4. NiERE OPEN STREET 0JTS AIRE REWIRED TO INSTALL VARIaS SPRINKLER HEAD 6RAVE MANUFACTURERS, AND PERFORMANCE IMMIREMENTS. w 10� AW *0 ALL 0ANSV6 SHALL BE APPROlIED BY T�E RBCAEATION IRRIOATION LINES AND/Olk ARIE5, N -L STREET PAXHINO P41THIN FV5 ONLlr) AND PARKS VIRMTOR PRIOR TO W.EMIXAnON. THE 611Y RI&HT-,0E-HAY SHALL 13E IN ACCORDANCE NTH CITY 1.51 MR- Clow, 15' MIN.- 1 5, ALL TRANSITIONS MM 6ALVANIZED PIK TO P%, PiPle SHALL It. ALL IRR16A71ON INSTALLATION SHALL BE IN AC<,MAWX- NTH mmw - ----- - BE Ca%TRZTED KITH SCfWULE 40 FEMALe ADAPTER OR " FOR LAR4Z DACKFILL AW WWACT STANDARD ST -12 OR AS DIRECTED BY THE CITY ENCANEER. SLAB APPROVED EOJAL BY THE WXAEATION AND PARKS DIRECTOR. CITY STANDARDS, THE LATEST AfFROVED EDITION OF T�E INFORM w W.Am ACCORVW TO CITY STANDARD 5� ANY AV ALL OW46M SHALL BE APPROVED BY THE RECREATION RJJMDIN6v CODE, MARFACVRER'S RECOMMENVATION5, SECTION ST -15. SM CALTRAW SPEM. AND PARKS VWXTOR PRIOR TO IMPLEMENTATION. 7777� rl 20 OF THE STANDARD 5PECIFICATION5, AND AS DIFMCTED BY THE FOR 5MALL M WACE TFMA11,4ENT OR -MALE 6. A &0" (0,15m) THICK REINFO�P COWAM $LAD IS I � FE REWIFW FOR ALL KATER PROTErTION DEVICZ6, MINIHH RBUREA11ON AND PARKS DIRECTOR. AS DIRECTED BY 1W 6, ALL ELECTRICAL INSTALLATION SHALL BE IN, A0CMANOE K17H / v 01) UNIONS AD t ausaBRS FX44REA110N AO FAW15 CITY 5TANDAIM MANW-ACTWERS RECOMMENPATION5, 5ECTION CLENWa %W -L 5E 1�51 (OAS4 ON ALL SIDE$ rof M 12. ALL MATERIAL W SHALL BE NEK AND FREIE FROM IMPMWTO* OMTOR, l< DEVICE AND AS PIREOTED DY Tit fWeATION AND PARKS 5� 20 OF THE STANDARD 5MIFICA71ONS, AND A6 DIRECTED BY THE A= 15, SEE APPROVED LAND%APE AND IRRIOATION "* AND LBSE105 LATEM LINE RECREATION AND PARKS DIRECTOR. DIMTOR. SEE CITY STANDARD J, SHEET L-4 FOR SPECIFIC MOM NINDER, $14, WANTIM MANUFA41URM PLACE IR96ATION CMROL HIM WAR T�E MAIN 1. ALL MATERJAL taV SHALL BE NEN AND FREE FROM IMPERfECTION5. )�cm UPC. 1. ALL IRR16ATION INSTALLATION 50ALL SE IN A"MANCE NTH AND PE!q��� PLACE MAXJWM HRE5 .0 131AIDLEP AND TAPED AT 4* 0 14. NO OTHER C*WIT OR PIPIN6 I MAY BE ALLaW NEM rrE MAIN LIW- 0(5,0m) IMVALS. 8,. ALL ELECTRICAL INSTALLATIONS P41THIN PARKS OR CITY STANVA40% THE LATEST AV.,EM WIllON OF THE z HITHIN IRR16ATION PIMN6 OR COM?4L LINE TFMW.,H, AT THE q a0LOCK LOCAlt HIRES AT ITE PARKKAYS SHALL BE INSPECTED BY MIC HORKS I)NIf MM PLIMIN6.7 6OVE, MANLFACTURERS f REMORMWATION, 5 O'CLOCK "IT10N, ELETRICAL SWMVISOR, SECTION 20 OF T14E STANDARD SPMFICATION!� ANP A6 A A DIRECTED W THE REC4MATION AND PAW,$ PIRBOTOR. q. NO OTHER C*MIT OR PIPIW MAY BE ALL00W HITHIN ELECTRICAL I" HATER MULTIPLE LINE5 OR CONTROL LINE TRENCH. METER 5A0Kf=LOI^I ASSEMBLY TO AW AND ALL OWOM SHALL EE APPRa�W 5Y THE UK (2,0" (50mm) and lee�s) REMATION AM PARKS VIFMCTOR UTORE IMFLEMtWATION. - ---------- - REVISIONS REVISIONS REVISIONS (.Afy u "AK.ER' �`i IEL" CITY "F lr3%AKEt"6FIELjTj'\ C I r 1" "yr 0 F" I j" AKERS 1"_1 IELD" "I's" 7' " F b d DETAILS FOR PIPING, DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR. POTABLE TRENCHING, AND BACKFILL TRENCHING, SLEEVING, AND B.ACKFILL WATER PROTECTION VT STANDARD STANDARD STANDARD Al PLAN NO. PLAN NO. 3 NN PLAN NO. It or 14 L-3 14 L —4 L-2 D8 APPR(WED RCI".XXX.XX DAT).'� D8 ()F AVPROVJ,�D RCE, XXXXX DATE —(FOR REPAIRS AND REPLACEMENTS)— —(FOR REPAIRS AND REPLACEMENTS:)) LLJ ,w llll'.�.l V) LLJ cy— LLJ Z) V) 0 NOTE5: V) 1. AMY SOIL AMEN7ftV4r AS PER 501L TEST. ui TOP MOUNT 2. ALL TIMES 61441 OE STAKED NTH NEK 20" (5� DiA. STAINLESS STEEL -y MIRESSM TRZATED) LOXX Pal PINE FZVVE NI)MRY TREESTAM I" ALL R.Aff WMAL MIVMW TO rit CONTROLLER C-) 0 ENCLOSURE AUTOMATI( , PIZOXCT SITE AW INSTALL NEH TW ST#45� Lij CONTROLLER 5 CMlVWT MaW AS fZrWFW TO SWRE KMM STABILITY IN5TALLATW 0 0 ui IWoTALL TRZ-5 ALM 4 A$TM TRM aWO OR APIPIROYM MAL IS REWRW AWM 111 64 3: 1- Q. AUTOMATIC 0 CL OF PLANTER ALL IRMS PLANTED IN I" AFZAS� I z CONTROLLER, TOP MOUNT 4'(100m) < STAINLESS STEEL BEW 5. RWT WAW DWAR 16 fMaffl;MP 10M TW TM TRW IS NTROLLER---,,o, 5 O� 0-% OR LESS, I" ANY +W0 WAM PLAa SWJM 0 ( ,ONTROLLER 9B-A55'EMBLY (10 DISTANCE VARIES M UJ 0 UJI (05A) INCLUDES C7171 4 ENCLOSURE PARALLEL A14W THE EP6E Of KMW SWAM 01, , 0- ( m < TERMINAL STRIPS HITH 6 M -WN& TAME -T SHALL BE PLACED 20 00W BELON PLACARDS. FINMHa) ORAVE NEAR RXT faWATION AS IFOLL06 z Ld j I - TAMET MR I OAL. (S.'M Q ry LLJ 3 - TAM= -TS PER 5 0& f0A Q c) L.Li Li.J < a- 6 - TAMM RR 15 6AL. (Mb Q MIN. I q - TAMM PM 20 (00-V 13OX FIN15H CZ= 0 6RADE IW5TALL R00T 5AWIER I ANY *0 ALL MVIATM F" T1415, STANDARD"a SE < m m . ......... PAWLS PER CARJ�ENT APPROYM BY Tit WX4MATION NO PAWS LMOTOK 1). ALL LANDSCAPE INSTALLATION SKALL BE IN ACCMANCE NTH u- 0 MAN)PA( 71,11RER's m (SEE NOTE 6) CITY STANDARDS, MWACnMS FZ40MMENDATION, AND SWTI(M 0 0 SPECIFICATIONS 0 r��DIRECT BURIAL 20 Or- rrE STAWARD 5FECIFICATIOW 00 NTROL HIRES TREE PLANTINQ7 V41TH ffQQIQQA q� ALL MATD�K t6W %OLL EE NEK AND ME F" IWBWWTION5, TO CONTROL 151DE VI'EN _-P-42 10. SEE APPROVED L*MAMRWAn0N RAM FOR VALVE5� SPEC-IFIC MODEL N*BM, SIZE, MAXfA6nRM AW 120 -VOLT SERVICE POTORMAW-4- WWRIMM. IN CONDUIT, PVC LON& SHEEP ELL - 11, ADD 2" OF DOMLE CUT KOOV C+IIP MATMAL f" CITY'S 0W44ASTE FACILITY OR APPROVED EMAL. 0) SIZE AS REOUIREP. C14 C) m PREVAILIWv Q NIO DIFECTION W MODEL 55-2255 w w AF C'4 (5TR,ON(5 BOX BY VIT PRODUCT$) ua E OR APPROVED EOUAL TREE TRW gr "S JF Q�) IRRI6,ATION CONTROLLER, ENCLO%RF- TREE STAKM %)PPmT ]Vjj c u- cp 0 INIONVER TREETIE Y42464 OR APM\TD w::3 X .4.0 < U'� (7) fWAL, 2 TIES PER STAKE, 0 TIES A6 HEE=) @ STAKE LQg�ATIQN A > u STAKI(5) 0 8 3: m CT) w W) lt NOTES: LAI A (SEE NOTE #2 AND DETAIL JI) Sw4s F --w 0 ) Fs 1 0— TRI)NK WARP 0 cr- co fc-)- FOR V�F ONLY KATER 00 M W `2; v- 0 1. LISE SCHEMU 60 PVC, WN17JIT NTH M ENCLOSED 5. ALL IMR16AIlON INSTALLATION SHALL BE IN ACCORDANCE NTH KATM BASIN BASIN 40 BERM M w C-) 2 00NSTRXT 0.5'(15fto) TH10K, aASS IV CONCIRM SLAB A6 cITYSTAWARDS, THE LATEST EDITION OF THE CALIFORNIA PLUMBW (100 m -A) w 6XIE, AV MARFACTIA;MRS RM04MOATION SECTION 20 OF 4,0" BERM c RMIRM TO RECEIVE THE PEDSTAL Mat)NTED PRIC74TON CONTROL 000w� 0- CtOCK COMPACT OS'(150* BASE TO 410% RELATIVE THE STA)VARD SOWIFICATION6, A)V AS OffMTED BY THE DESIGN ENGINEER: DENSITY PRIOR TO PLACEMENT OF COCRETE SLAB. RECRTAT'ION A�V PARKS DII;!ECTOR, OROM OF TREE TO BE KE\AN BERRYHILL 6. ALL MATERIALS %ALL BE WA AND FREE MM DEFECTS. 5. ALL IRRIOATION C*ITR%lZR ENCLO%ftS SHALL BE TOP MW 05'0%li) ABOVE F,6. LICENSE NO: FZIED T Sm APPRO'vW LAW.%AM / IRR16ATION PLAN5 AI I (n*aem) INS TABLET5 OF A VANDAL AND HEATHER RESISTANT NATLIRE, MMPArClU ENTIFaY OF -304 6RADE STAdNILESS STEEL AND LESENDS FOR SPECIFIC MODEL HH3M, SIZE, NOTE #6) 70415 C> WANTITIES, MAWAG-TURER6 #�V PERFORAWE PLANTIN6 TABLETS DRAFTED BY: CHECKED BY: co (Sm NoTe #0 4. FOVRED CMRETE BA -5E - 61' MIN. TfilClQe5S. EXTEND (,,MRM BEYOND OJMM PHENSION5 OF ENCL05M HIV 1/2% SLOPE 6. ANY AND ALL aAW;f,5 MM THIS STANDARD SHALL BE PAD MJB I- 2x YqIDTH APPROVW &( THE RECREATION NO PARKS DIRECTOR PRIOR \-wl5nnm SOIL F- F 'wT5ALL FOR DRAINAGE. T DATE: 08-14-2018 TO AW TYPE OF 6ONSTWIlON. 2x HOTH v - OF RoomkL- TYPICAL SHRUB JOB NO: 214318001 thrz DrETAIL PROJECTNO: ---- REVISIONS REVISIONS PHASE: I T " Y' 0 F'" 71-31AKERSFIEL"' C'4IT'wy'r Off", BAKEmNFIELjTj" 0 n DETAILS FOR TOP MOUNT, STAINLESS STEEL DETAIL FOR TREE AND ORIGINAL SCALE SHOWN IS CONTROLLER ENCLOSURE SHRUB PLANTING ONE INCH. ADJUST SCALE FOR REDUCED OR ENLARGED PLANS. 1.00�� STAND ARD STANDARD SHEET PLAN NO. PLAN NO. 00 ( J+ 5 uti ..... ...... .. OF --L4— AXPROVED RcEXXXXX DAIT L-7 OF AFTROVED RCE, XXXXX MIT.' D8 D8 -------------- (FOR REPAIRS AND REPLACEMEN"SON/ (FOR REPAIRS AND REPLACEMENTS) EITY RECORD No. 20 OF . .... ...... ... 00 ... ..... .. . \X