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<br /> A BLUE 2":4"x 36- STAKE SHALL BE
<br /> MAXIMUM 12" DRIVEN ABOVE WATER SERVICE PROJECTING Q
<br /> SEE DETAIL A f•ABOVE GRADE UNTIL SIDEWALK IS INSTALLED
<br /> AT WH1CH TIME A "W, 2--3'HIGH SHALL BE 12" WIDE BORDER WITH
<br /> ° PROPERTY LINE STAMPED AT BACK OF SIDEWALK DIRECTLY I/4 x I/4° GROOVES DRIVEWAY
<br /> BALANCE OF BACKFILL PER
<br /> V)
<br /> I OVER 5ERVIYE APPROx. 3/4" O C 35' MAX. C TY OF MANTECa STANDARDS
<br /> S IDE WALK
<br /> � STREET PAVEMENT �
<br /> WATER METER - � +
<br /> o WARP INITIAL BACKFILL-NANO
<br /> _ ' p: WHEELCHAIR RA1dP
<br /> •: x:'•.�• n •�;T�x• HEAVY EIRQQM FINISH WITH i2' 90% KR-C.
<br /> TAMP DR MECHANICAL
<br /> T 1�•
<br /> 1
<br /> � � T;•IE SLOPE OF THE RAMP
<br /> \1 all= mgwv TAMPING AT I'-D" MAK,
<br /> >, O
<br /> LIFTS.
<br /> WATERPROOF SECURE TRACE METER -� o f W w WARP NO LIP
<br /> o •. " „ WEAKENED PLANE JOINT
<br /> SPLICE WIRE ARDLND V-'-- E rn D
<br /> I CLASS 200 PIPE FOR ?4 MIN, FITTING T "? ON DRIVEWAY CENTERLINE
<br /> ::3 PLAN VIEW FIRE SPRINKLER 30"MIN. POLYETHYLENE - �' SPRING LIRE EMBEDMENT
<br /> NO SCALE INSTALLATIONS # 3 RI=l3AF m - - - M.ERIALS
<br /> L- 3 X 30" TO Fl DW LINE - I l/z,. LIP OF PIPE H4UNCHNG-NANO TAMP
<br /> SHUT-OFF VALVES LR ExPAN510k JOINT 9D r'v � AT S� MAX- LIFTS
<br /> O 3'0
<br /> SERVICETLINE a r AT SIDES AND UNDER PIPE
<br /> U o (O.S.dcY.) FOR FIRE WITH ##]O
<br /> � SPRINKLER SYSTEMS
<br /> (RP) TEST • TEST CDCKS ON DOUBLE +--CORPORATION STOP WIRE TIES
<br /> COCKS* UPWARD-UNIT WAY FAQ
<br /> 0-D-
<br /> 2 BEOOING-SEE NOTE 3
<br /> -9 TRACE WIRE 914 SOLID
<br /> C� Q) AND COATED 17W,THHN,
<br /> T .o
<br /> THWN OR MTw1 PIAN
<br /> co
<br /> DISCHARGE PORT
<br /> a (FOR REDUCED WATER MAIN
<br /> o FI
<br /> PRE5SURE DEVICE) NOTES s k `
<br /> E 1.5 2 k 1.5' 5' RAMP 1.5'
<br /> Q E
<br /> p = 1. A BRONZE SERVICE SADDLE (ROCKWELL 393 OR APPROVED EQUAL) ' 5" APRON SUPE 1
<br /> 12" LAIN. WARP 1/4' /FT. SLOPE WARP NOTES:
<br /> 30" MAX. WITH STAINLESS STEEL STRAPS AND CORPORATION COCK THREADS
<br /> INSTALL SUPPORTS &
<br /> SHALL 8E REQUIRED FOR ALL TAPS. 1. ALL EMBEDMENT MA'T'ERIALS SHALL CONFORM TO CLASS 1, II, OR
<br /> T 3„ FOOTING FOR DEVICES III SOIL CLASSIFICATIONS AS DESIGNATED IN ASTM D-2 3 21.
<br /> N �
<br /> 3" & LARGER 2. CORPORATION STOP TO BE A JONES .7-1937 OR APPROVED EQUAL,
<br /> ° WITH IRON PIPE SIZE OR COPPER TUBE SIZE OUTLET.
<br /> N ° :' 2. SELECTED NATIVE MATERIALS CONFORMING TO CLASS I, 11 , OR III
<br /> ° f MAY BE USED IN ALL, EMBEDMENT MATERIAL ZONES. NATIVE
<br /> CD a DETAIL 8"[TVP) 3 . SERVICE LINE SHALL 181E IN A STRAIGHT LINE PER?EA'DICULAR TO
<br /> CD ° SECTION A-A MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, STONES OR LUMPS
<br /> THE PROPERTY LINE.
<br /> p N4 SCALE EXCEEDING 3" IN GREATEST DIMENSION.
<br /> Q o NATES: 4 . WATER METER AND DETER BOX (CHRISTY B36 WI'T'H REINFORCED 3. ANY AREA AT THE BOTTOM OF THE TRENCF- DETERMINED TO BE
<br /> 0 1. ALL BACKFLOW DEVICES INSTALLED IN THE CITY OF MANTECA SHALL BE REDUCED PRESSURE ASSEMBLIES WITH THE CONCRETE LID OR APPROVED EQUAL) SHA-LL BE FURNISHED AND [ANSQITABLE BY THE ENGINEER SHALL SS REMOVED AND REPLACED
<br /> o EXCEPTION OF THOSE INSTALLED ON FIRE SYSTEMS (WITHOUT AUXILIARY SUPPLY) WHICH SHALL 9E DOUBLE CHECK INSTALLED BY CITY PERSONNEL. NOTES- WITH 6" OF CLASS I II OR III MATERIALS AT °5 MINIMUMVALVE ASSEMBLIES. ALL Df VICES INSTALLED SHALL BE ON THE CITYS APPROVED BACKFLOW PREVENTION + +
<br /> C) ASSEMBLIES LIST. 5. POLYETHYLENE PIPE SHALL CONFORM TO AWWA 0901-88 AND ASTM 1. THIS DRIVEWAY I5 TO BE USED ONLY WHERE APPROVED BY THE PUBLIC RELATIVE COMPACTION. IN A CASE WHERE THE TRENCH BOTTOM IS
<br /> p ° 2, DEVICES MUST BE TESTED AND APPROVED BY A CITY APPROVED CERTIFIED TESTER PRIOR TO CITY ACCEPTANCE. 2737, PE 3408 SDR 11 160 PSI WITH COMPRESSION TYPEWORKS DEPARTMENT. UNSTABLE, THE BOTTOM AREA SHALL 8E REMOVED AND REPLACED
<br /> ° 3. TEST COCKS AND SHUT OFF VALVES MUST BE SUPPLIED AS SHOWN. FITTINGS . + A'ITH CLASS I OR CLASS II MATERIALS TO A DEPTH DETERMINED $Y
<br /> 4. THE DISCHARGE PORT MUST BE KEPT CLEAR OF OBSTRUCTION AT ALL TIMES. THE ENGINEER,
<br /> p 5. BACKFLOW DEVICE SHALL BE VISIBLE FROM THE STREET. 2. REINFORCING SHALL BE #4 BARS AT 18" ON CENTER EACH WAY OR AN
<br /> 3 S. DEVIATION FROM THE INSTALLATION SHOWN ABOVE MUST RECEIVE PRIOR CITY APPROVAL. b. !'LI{NGt1) AIvC71,E M];'i'EK '1'p FTE A JONES J--4205 WITH LOCtSIIIG WINGS EQUIVALENT WELDED WIRE FABRIC UPON APPROVAL OF THE ENGINEER. 9- JETTING WILL NOT BE ALLOWED IN THE EMBEDMENT ZONES.
<br /> 7. FIRE SPRINKLER SYSTEM BACKFLOW DEVICES SHALL HAVE A WORKING PRESSURE OF 175 PSI. OR APPROVED EQUAL WITH IRON PIPE SIZE OR COPPER TUBE SIZE COMPACTION OF EMBEDMENT MATERIALS SHALL CONSIST OF HANG
<br /> S. THE CONCRETE FOOTING SHALL BE FINISHED. CONCRETE MUST BE MIXED IN TRANSIT - NO TRAILER HAULEC. )JIX. INLET,
<br /> cn 3 9. ONE UNION IS RECAJIRED ON ALL NON-FLANGED PLUMBING INSTALLATIONS. TAMPING AND/OR MECHANICAL TAMPING.
<br /> Uwo. BIASED eT EDUCED PRESSURE/DOUBLE CHECK VALUE APPROVED er i No. RtreLSD RT 1 1 f2M AND 2e POLYETHY�E; +r�xavE Lr: - o Lllvutr 111' Art•lOVE9 Y: No, ftYlSin TRENCH BACKFILL A•*�avEn'44' ``
<br /> E S APRIL, 2004 JH BACKFLOW f REVENTION 3 FEN. 1992 J!C J SPECIAL CONIIINNERCIAL
<br /> DEVICE
<br /> DRAWEE FT. J. K4ESTER WATER SERVICE I OCT.- i9B9 JK DRIVEWAY
<br /> ° DRAwH 6N. J. KOESTER L,+GY I�rE INSTALLATION OIRECTtlR 0F 11:.110 Y�fCdS DERECIOFI OF PULLIC WORKS DRAWN Rl'� - PRAWN ST' C. SAB£RTON FOR P.V.C. PIPE piMODR OF PVSL%C wOXK3
<br /> -° J.KOESTER DIRECTOR Of PULLiC WOR1{S
<br /> r-ECsEo ar. J. PODESTA ( T �i�T (� DRAVNG NO. CMECKtp 111, J. PODESTA DRAWING NO.
<br /> 00 v) C ITV OF MA111 MANTECA CA CITY 0 F MANTECA i C14tcxlD ov, J. PODESTA DRAWING NO. CM[CKID RV; ,)- PODESTA I PRAWING NQ.
<br /> C� SCALE: NONE DEPARTMENT OF PUBLIC WORKS DATE: MAY, 1985 W-15 -CALRI NONE DEPARTMENT OF PUBLIC WORKS DAT9:JAN. !9188 �� CIT 7 ❑ F MANTECA ST-9 CIT + ❑ F MANTECA V-?
<br /> 0
<br /> SCAL1+ NONE DEPARTMENT OF PUEILIC WORKS DATE;JAN. 1998 SCALI: NONE DEPARTMENT OF MUBL.IC WORKS PATE:JAN. 1988
<br /> 0
<br /> U
<br /> � O
<br /> CITY OF MANTECA - BLACKFLOW PREVENTION 8CITY OF MANTECA - WATER SERVICE 6 CITY OF MANTECA - COMMERICAL DRIVEWAY 4 CITY OF MANTECA - TRENCH BACKFILL 2
<br /> QN.T.S. N.T.S.< p- --(: N.T.S. N.T.S.
<br /> o .E
<br /> z °
<br /> o °
<br /> F-- o
<br /> U Q)
<br /> D
<br /> z
<br /> 00 0 NOTEEXPANSION JOINT
<br /> °- TREEWELL IRRIGATION SERVICE SHALL BE SCORE MARK
<br /> METER BOX DHRISTY 81G W/C3O . �
<br /> V) INSTALLED AT 41GH POINT OF SYSTEM CAST IRON LID OR APPROVED EQUAL.
<br /> O ° 1"ATMOSPHERIC VACUUM BREAKER •
<br /> RAINBIRD AVR IOD OR APPROVED EQUAL.00
<br /> tib\
<br /> TO BE INSTALLED ABOVE GROUNDPAVE
<br /> j CURB ENT 900 ELBOWS r7RCEWELL NIPPLES SCORE MARK `, A
<br /> � 3 CURB a GUTTER , Ar I F
<br /> o NON REFLECTIVE Izr_14� s1OE LK
<br /> 18'-0" OR AS REQUIRED YELLOW LATEX PAINT 5" TYPE OF 11 1/4. OR LXPANSION JOINT
<br /> n
<br /> � _ �•�: Y; ..�a: } r.t+_ rr FITTING 90' BEND 45` BEND 22 112' BEND
<br /> 9'-11'
<br /> co
<br /> FRONT BACK
<br /> Q ° NOTE: 24�'MIH. SECURE TRACE THRUST STORM 1r1ARKER ADHESIVE PATTERN
<br /> PAINT SHALL BE APPLIED AT A THICKNESS 3a MIN /WIRE FITTIN�dUND I BLOCK }
<br /> � U / P.V.C. REDUCING TEE DESCRIPTION �'l: r-•a
<br /> u OF 22 WET MILS AND 15 DRY MILS. Lgooa ,A ELBOWS a NIPPLES } ,• .:-. : .:
<br /> T 45 ! .. A•
<br /> Q I r UNION
<br /> > TRACE WIRE 214 SOLID _ 314"R
<br /> I" $TRAIC,HT CONTROL VALVE la'
<br /> N Q I AND COATED (TW,THHN, !s,,,, SCORi MARK 114"R
<br /> DO NOT ENTER / ONE WAY BAR STRIPING TKWN OR MTW) CHAMPION 100 OR APPROVED EQUAL. MIN. Ia'InIN. 18"h41N. r• . ; L U�RLOPE 1 - SI°�'"'�LK
<br /> 0 1 O METER VALVE
<br /> 4 a3 $ 4 FT 3 FT 2 F7 �. :•::.,.:: .:. h ..- ..:.: g••
<br /> o N.T.S.
<br /> CORPORATION sroP _ STORM MARKER LOCATION
<br /> C� T B.. 7 4 2 2'x2`KEYWAY
<br /> TOP OF CURB
<br /> SLOPE
<br /> 010 11 fi 3 OR N0.4 RE6AR�4'.d"O.G. 8.33%MAX. ��
<br /> '�- SERVICE SADDLE ROCKWELL 311 12'I 15 8 3 {1"fFT.)
<br /> 0 11"T
<br /> ° APAC SERIES 101 OR APPROVED EQUAL. PIPE
<br /> MONOLITHIC POUR
<br /> p ° I WATER MAIN S{2E; 14 20 11 6
<br /> NON REFLECTIVE Ifi" 25 14 __ e
<br /> E YELLOW LATEX PAINT + VACUUM BREAKER DRIVEWAY FOR 5 FOOT SIDEWALK 14
<br /> a) V) I
<br /> c -
<br /> NON REFLECTIVE I TREEWELL
<br /> YELLOW LATEX PAINT
<br /> o ° IP
<br /> � 0 LAN 314"R g..
<br /> 1 114. �1
<br /> CONTROL VALVE SCORE MARK 1 NOTES
<br /> O E 1 17.'PER Fo or sl OPE-
<br /> L 11 CURB a GUTTER 4. 6- 1. ALL STORM DRAIN INLETS SHALL BE MARKED "NO DUMPING DRAINS TO RIVER."
<br /> --•WATER PAIR .,:.f:: a.
<br /> W61.T + 6" 2. STORM MARKERS AND ADHESIVE MUST BE PURCHASED FROM THE CITY OF MANTECA.
<br /> E PLAN VIEW TREEWELL NOTES: I 3. ALTERNATE MARKERS MUST HE APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
<br /> 8.33%MAX.SLOPE 1 - 1' -
<br /> � o D � 9UB18Lf R TORO 514-20 FLOOD OR 2"x2"KEYWAY CONTINUOUS � 1•�"
<br /> c I APPROVED EDUAL. ORNOAREBAR124'•0"O.C• (1 IFT.) INSTALLATION
<br /> 0 o w 4" 4" PAVEMENT 1. ALL BEARING AREAS SHOWS ARS MINIMUM VALUES FOR A Iia"R
<br /> 0-) s= I - I CURB 9 GUTTER SIDEWALK HYDROSTATIC PRESSURE OF 150 PSI, SOIL RESISTANCE OF 2,000 I. READ THE ADHESIVE'S CAUTIONARY STATEMENT AND FIRST AID PROCEDURES BEFORE
<br /> I� I� MONOLITHIC POUR BEGINNING INSTALLATION AS IT IS EXTREMELY FLAMMABLE.
<br /> � Q) (n 3"_ LBS./SQ]. FT. AND TWO S2) FOOT MINIMUM COVER. DRIVEWAY FOR 10 FOOT SIDEWALK 2. MARKERS SHALL BE INSTALLED ON THE CURB AND CENTERED ON THE GRATE AS
<br /> m = Q 2. ALL THRUST BLOCKS SHALL BE MADE OF CLASS FI&'I CONCRETE WITH SHOWN ABOVE,
<br /> �' s,• a. r. " - A MINIMUM CRUSHING STRENGTH OF 2 ,000 PSI AT 28 DAYS. 3, APPLICATION SURFACE MUST BE FLAT.
<br /> a'' " {_��,�� ~ 3- ALL BLOCKS IPO BE POURED AGAINST UNDISTURBED SOIL. THE NOTES: 4. CLEAN APPLICATION SURFACE YY1TH WIRE BRUSH. SURFACE MUST BE CLEAN, DRY AND FREE OF
<br /> _p V) - ''.:a=`'y ( BLOCKS SHALL BE PLACED SO THAT JOINTS AND FITTINGS WILT; BE 1.�RIVEVVAY SHALL BE A MINIMUM OF 3 FEET FROM SIDE PROPERTY LINE. ANY LOOSE DEBRIS.
<br /> Q " =�`=� Y I 2. SIDEWALK SCORING TO MATCH EXISTING OR TO BE PLACED AT 4 FOOT INTERVALS ON 5. APPLY ADHESIVE TO THE BACK OF THE MARKER. START 1/8- IN MOM THE OUTSIDE EDGE
<br /> p I �•-��+_ �.
<br /> ACCESSIBLE FOR REPAIRS. APPLYING AN EVEN BEAD AROUND THE ENTIRE EDGE AND THEN SPIRAL INWARD TOWARD THE
<br /> U 4 . FOR VERTICAL SENDS ALL METALLIC TIE DOWNS SHALL BE ENCASE]] NEW CONSTRUCTION.
<br /> ° O 00 1 3. DRIVEWAYS ON RESIDENTIAL CORNER LOTS SHALL NOT BE LOCATE}ON THAT HALF OF THE LOT CENTER AS SHOWN ABOVE-
<br /> 0
<br /> N I 1/2'PVC FLEX RISER 111 WITH POLYETHLENE WRAP (8 MIL. MIN. ) AS SPECIFIED IN AWWA 6. PLACE MARKER ON APPLICATION SURFACE. PUSH DOWN HARD VATH A TVASTING MOTION
<br /> c � , FRONTAGE NEAREST THE RADIUS RETURN, NOR CLOSER THAN 20 FEET FROM SAID RADIUS RETURN. FORCING ADHESIVE OUT FROM THE EDGE. IT IS IMPORTANT THAT ADHESIVE SEALS THE ENTIRE
<br /> U) N - 90 PVC ELBOW 0105. 4, #4 REBAR 18"O.C. EACH WAY SHALL BE USED FOR COMMERCIAL DRIVEWAYS, OUTER EDGE OF THE MARKER.
<br /> 00 PVC REDUCING TEE 5. ALL THRUST BLOCKS SHALL BE A MINIMUM 18" THICK.
<br /> Q 15 9 15" 15" I DATE: JAN, 2012 STORM WATER PD IUTIDN PREYENT[DR ung -/
<br /> Nv. �cHSEa e. APPeanED vY:
<br /> w 4' bR 8". 2 SEPT 2004 SF 1-1 DRIVEWAYS FOR VERTICAL DRAWN e': s °x ORM DRAIN INLET MARKED
<br /> O NO, LIYi>i.EO <IY APPRaVt Y: ►tD. REYIflO RI APPtOY lTI S.
<br /> Fgx1 IRB /L I►II� Dfi£4'fi�R pF yIDRKS
<br /> SEE PLAN. STANDARD TREEWELL `� REQUIRED 6EARl�fG MAM� V /�••'yND GUTTER anC,CR OF PUBLIC WORKS CHECKED BY: 4• KIM
<br /> 2 FEB. 1992 JK FEN, 1992 JK Cr" CW AiANTELA
<br /> Q aMECKM er J. PODESTA DRAFWNc No D-?
<br /> TYPICAL PAVEMENT TRAFFIC ARROW TYPICAL LETTER DRAWM $r. J.HULSEY IRRIGATION DETAIL Plot . of ruuu Nr4RKs ptRwN LTI J. KOESTER AREA OF THRUST BLOCK DIRE[ OR OF PUBLIC WORKS CITY OF MANTECA ST_$�l SCALE: NOT TD SCALE. PUBLIC WORKS DEPARTMENT
<br /> STRIPING ♦ SCALE: NONE DEPARTMENT OF PUBLIC WORKS oAE= JAN 1988
<br /> cwsCKID RT: J. PODESTA DRAWING NO. � ■I'A cKicKlp LT.J. PODESTA DRAWING F+O- W,
<br /> 3 CITY OF MANTECA iii. CITY OF MANTECA ■_
<br /> sG{Is NONE DIEPAIrTMEKT OP PLJeuc woRxs DATtcJAN. 19$8 sCALt1 NONE DEPAIITMZNT GF PUBLIC WORKS DATE:FEB 1992
<br /> ol
<br /> NOTE:
<br /> E PAINT SHALL BE APPLIED AT A THICKNESS OF
<br /> 22 WET MILS AND 15 DRY MILS.
<br /> 0
<br /> TYPICAL PAVEMENT MARKINGS 9 CITY OF MANTECA - TREEWELL IRRIGATION 7 CITY OF MANTECA - THRUST BLOCK 5 CITY OF MANTECA - VERTICAL C & G DRIVEWAYS 3 CITY OF MANTECA - INLET MARKER
<br /> .0 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
<br /> o
<br /> ISSUE DATE DESCRIPTION ENGINEERS SEAL >>� H
<br /> OH � � 8/10/2020 1ST SUBMITTAL Kimlorne CITY OF MANTECA Rte• CITY OF MANTECA
<br /> GM �oQROFE�S/py9� y APPROVED BY:
<br /> DIAL TWO IWORKING DRAWN BY �� P• 0�(O�Fyy 765 THE CITY DRIVE, SUITE 200 e
<br /> BEFORE ��(��� DAYS BEFORE JP C ORANGE, CA 92868(714) FCONSTRUCTION
<br /> YOU DIG 1,1111 YOU DIG CHECKED BY * RCE NO. 86160 * (714)939 1030 RCE # EXP QIaSRB
<br /> CITY ENGINEER DATE C8 . 1 PREPARED R THE DIRECT SUPERVISION OF: DETAILS
<br /> q clvl�• �` 1311 E YOSEMITE AVE.,
<br /> TOLL FREERPUBLIC SERVICE BY or
<br /> TH TF oF CAU�F�� DATE: $/9/2.02.0
<br /> UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO L CK, R.C.E. NO. 86160 EXP. 12/31/20 MANTECA, CA 95336
<br />
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