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HomeMy WebLinkAboutS-279603m / / WATER UTILITY- GENERAL NOTES U1 ^o l / 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS N 88'09'40" 217.99' AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT 8 . 53.97' 54.32'\ AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND \ - - - ._ 9 n o SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF CONSTRUCTION NS SHALL BE KEPT ON SITE AT ALL TIMES DURING 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 0 S7'A.. 3+11, 20'RT 6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE - 1 -6 °x4" VERTICAL CROSS (M DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. X00\ 1 -4 BLIND FLANGE W/ 2' .TAP 2" PLUG (ON TOP) MIN. FF =396.1�� 1 -4 "��1ND FLANGE (Oa 68 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE Z \� \\ 1 -4�: PLUG (MJ) W/ 2' TAP 9N PERMANENT X404 _ _ ` AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY A VERIFY b Q , 2" BLOWOFF - C.G.R: STD. P 8105 MIN. FF =396.9 THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR �o a _ J SANITARY SEWER NOTES AND SPECIFICATIONS 's,- -_�H FF=396. ROAAde- 4 \ 800-424-5555. P OR UTILITY LOCATE CALL 46 HOURS LOCATORS 1- m �• W UTILITY �- _ _ MIN. FF =395.7 _ ENT LINED DUCTILE IRON PIPE my i of 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE - �- _ EASEMENT�H - - - I m ~ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE \ - - -- -- 4 CONFORMINO TON APWWA C110EANDMC111 OR LATEST REVISION, P t o Q - '- - -- I -$TA 3+05, 24.5'LT �. J O W LATEST EDITION OF THE WSDOT /APWA STANDARDS AND - -- pp3p ' ' 2� - THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SPECIFICATIONS. PoM2i y SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS INV 39�Sa- (6"IN) -3 O. -- - - \ TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. Q 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE - INV 3924} (8 OUT) HS _ _ _. _ \ ALL DUCTILE IRON PIPE INSTALLED SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. !� LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE Q z APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- j ` M 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL 9E CEMENT 3'f 05" tO R� \ \ z Q �S 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE Ike RIM yOO °8 \ / 9 \ _ J APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. - _ '�- LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORDANCE IN _ THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE % S_ 'A 'I � ( IN)3,,,91 8 �[tr9 WITH ANSI /AWWA C710/A21.10.82. CEMENT LINING SHALL BE A I "-=-s S',Ty x `y$+X- ACCORDANCE WITH A WA C104 A21 4 85 !F FITTINGS ARE 3 NOTIFIED 24 HOURS IN ADVANCE. _ _ _ - j°••j... - (` 62 3=' INV 8„g,WT)39 ANSI/AWWA / F W� -- ' - - - - -_ _ F � ��'�q ^�, ,�� - - -s - -- � INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, _ W 53?7 -�-` I. '?28• r`- a.'`L +?"•x`45"9 aR'c'"`>',. -- - THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD - -- 55.07' Z SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" - r rt h t ', �r''" i /�' '1010'x`: / INCH DIAMETER OR ANSI /AWWA ANICAJOINT84. 3 INCH L 12 W -��' ow•sea. •- �. L _ ' INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED i (n PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS / - CATION. LATEST EDITION (A.PWA) AND THE CITY OF RENTON P } �� z ,,,_ ,,, - „�arm,,,,.�m�, /� JOINTS SHALL BE IN ACCORDANCE WITH ANSI AWWA C170 A21.10.62 ASSO .� _ •� STANDARD SPECIFICATIONS- -- - - - - -- / �` c yt,. -- '"'/ - - - - -- / _ / - - _ 8� §e�.:�. / 'I' OR A COMBINATION OF ANSI /AWWA Cl IO/A21 10.82 AND ANSI /AWWA C153/A21.53 84 SUCH THAT THE PORTION OF THE FITTING WITH A 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE '`• 1 / / / / MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA a / ��% J / / C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH THE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE I MIN. F'Fa395. -7 / FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I ,3€ I / DISTURBANCE. "� I +". '8,•e, /- / ` C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH i i o O� - i� 0 5 10 20 SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION - 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL oo p 0+60 rxp o° 10 -4.3 OF ANSI /AWWA C170/A21.10.82 SHALL BE OBTAINED BY THE - r CONTRACTOR AND TRANSMITTED TO THE OWNER. N BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE - IN 9�:7 - - - u> SCALE i" = 20' THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY / 5' CONCREI�F. - PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE o w SIDEWALK 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON)- IT MIN. FF =395.1 > 3/47 METER 1N/ PRESSURE qp2 DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY REDUCING VALVE PER CITY A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES C m INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNG ALL SJ; / OF RENTON ST09., TYP. _ SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. N c CONSTRUCTION. Ms / S88'44'00 "E / / ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN a w $ / A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE F q a 1.- i. - 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS a i DSF M t�bq• / 100.99' / ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. i > m i N88'44'00 "W w 5 Q). m AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS / O.� o x AND OTHERS ON THE CONSTRUCTION SITE. / 75.83' }01-o• / 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE �,ua off' PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET NqF o / /, / MIN. FF =395.5 ALL SANITARY SEWER AND M.V.O. OF 5 INCHES, TWO 2 -1 2 INCH HOSE NOZZLES WITH z ti o % $ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR p / Q .m : OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY / / I { -€s yam;. m^ g /STA. 0 +20 _ MANHOLES SHALL HAVE 4.875 N SROOT DI 7 INCH. 60 DEGREES V THREADS, O.D. THREAD ® � CONSTRUCTION. �/ LOCKING LIDS. 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON a. 5 �,.. INY 3925 / OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). m n 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT / MIN. FF =395.4 / � " / � / n 'I SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER 06 -394 / STAY 2 +05.69, 5'RT / 8. ALL WATER VAIN 10 INCHES AND SMALLER TO MAINTAIN A PLANS. 8 a MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE . ALL WATER a z 8 v �" ` Rao f `r 1 -4` 22$' BEND BLOCKING a° _ SS�H�2. ' 1- .s / MAIN 12 INCHES AND LARGER SHALL BE A MINIMUM OF 48 INCHES a 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 2 +08.41, 5'LT .;' aky� U". W/ R4RUSTBLOCi(ING BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER WHENEVER CONSTRUCTION IS IN PROGRESS. /PoM= 399x73 399,Z[, 't" �. P4-'p / i i / MAINS ARE TO BE LOWERED TO CLEAR. E % INV =391:69 (6 "IN)39/7p ST& y1� •(II 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN INV�3924� •A. °o Zu s I I 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER r' o / iNV�39i32 (a "IN)'JY/7??ff {7-; a x m AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN / u` '.., SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR INV =39142 (8`WT739/6�i DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES LICENSED PROFESSIONAL SURVEYOR. % d5' SIDEW'AL. - A°F '' t / AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM 0 / EASEMENT .A xi $' y / �\ EASEMENT ANT • �` 9 i " WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE _ _ _ _ _ - _ _ J l -L ,rte£ .c„�'t•T" \\ "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE -� PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, E I,,`7'h v !k „ CONCRETE CtYRB I OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO \ NTT•0�11" I I,. =,,.V y =,U & GUTTER �� OPERATION. 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND ° 3 FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE \ yg 43 I X78 ' STA. 1 +67, Y FIT 1 -FlRE HYDRANT ASSEMBLY I 9a. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE \ �k '` ,�g alp _ { % #� 1 -8•x8• TEE (FxMJ) 70 A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING SHALL BE THE SAME AS DESCRIBED. " h�3j 'I' o f'�` """'" ate' '`=a L 1 -6" GATE VALVE = r ' I PRESSURE, !N ACCORDANCE WITH THE SPECIFICATIONS OF THE •"-4 41"!T Y 1 -8 "Xa" VERTICAL CROSS (MJxFL) ® CITY OF RENTON AND THE WASHINGTON STATE HEALTH 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING j 3952 10' WRBCUT, TYP.. J ' "� s °�''". 1 &5 -.{ 2 -8' BLIND FLANGES (ONE DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND - FF° 1 W/ 2° TAP AND PLUO) I PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. o =J MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL MIN• I / A- 1 -8' GATE VALVE (MJ)dAJ) N A W o BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY mI 9 I // R� 1'S 1- 8 "x4'. REDUCER (PExMJ) I 9b. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND .I / �{ 7- ' D.I. PIPE, 18'1 THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN i -`' ; CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. I ( / SR x- TO ` -W/ THRUST BLOCKING N I / a i / I SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE y O h O SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- N 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. ts3 �` l REFERENCED O N t ABOVE. OF THE STANDARD SPECIFICATIONS / 5, CONCRETE W , PYPi� 7-11.3(12)F x 14 -. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR / A�:� SIDEWALK -I`� �'g "`E1; i k �i / OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 06 \ { 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF I Jy 6590 6" SIDE SEWER s \ _ �•+ �, ky I / I CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS CONSTRUCTION. \' 66,, / hp065 hN �® \ 0 2007L, TYP./ / ,�s4 �, i i x REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A 1 I / PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY C O / ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRIOR TO STARTING NEW CONSTRUCTION. s PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF 1 1 ;> `3r �. �' _ 9 ' I / 3 THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR I I 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY I ( REMOVE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. D a STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND m EXISTING { y5 !';; / BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING .� RESIDENCE SSMH/1 / 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES o OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL I I po \ 9, F STA 0+55, 5'LT uaa� AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, o_ AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING I /� ; RIM-407-.29 N07 / LI METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE 6, / r ZM 9h. ,� INV -380. (8'IN)39/p FEES HAVE BEEN MADE OT THE CITY OF RENTON. Q PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. !g� h9 \ J03 o / -7 O INV =390.83 (8'OU 39p9'� $i�uP�' j2r PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE "� 55 h +ry I h i9' 1A7E EBSTING pF 1YA 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY a m rn w PIPE. UTILITIES AS NEEDED // tiQ'�4' THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY TO OUTSIDE OF ROAD/ N Fe o APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) I ! _ t SIDEWALK, TMP• '� x WATER UTILITY SECTION ALL NECESSARY EXCAVATION AND X RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1 J 6 �I n� r I /�° ^y '(lu! MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE i� i PRIOR TO CITY NOTIFICATIONS. C LL DO 17. IN UNIMPROVED AREAS, MANHOLE 70 EXTEND MINIMUM 6 INCHES I o`�' e'S�k { CONCRETE GUTTER h 1133�2,,q DO AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, I I 11 \ AND g1,TER h TSl'Et"' 14, INSPECTION WILL BE ACCOMPLISHED BY E REPRESENTATIVE OF COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I % h�• aN _a V� h ° B G1 THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S , ZONAL RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN 77 n ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS EXPIRES 11/30/00 WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWING. il PC f �" I 1 �'� p• i C �� APPROXIMATE LOCATION K'AS ✓L �,. I ` o i "�TA• 0+24, 5RT _ OF 12' WATER LINE / 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ,r/ ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL ss3 j $ ` 1 -12'xA TAPPING TEE VALVE TIE -IN. I 4b �, I \ s• ) $ 1 -8° TAPPING GATE VALVE 1 -8' VERTICAL CROSS (M 2 -8" BLIND FLANGES (ON RECOMMENDED -� 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, W/ 2" TAP AND PLUG) ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING p FOR APPROVAL COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN 'WRITING BY THE W/ THRUST LNG `-7 -SEE C CTION DETAIL SHEET 7 WATER UTILITY SECTION. J •4�L1k� vlu`a�t pp �•h ` _ _/ 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A E.-,AE- I /� -- o N BY MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE \ - /// BY CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWA CURB, F THESE PLANS ARE "AS- BUILT" -> GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SA AW EXISTING TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING AND THE INFORMATION SHOWN I © �(�` EXPANSION JOINT. w ACCURATELY REFLECTS EXISTING ✓ AVOID CLINES. UNDERGROUND ti a a FIELD CONDITIONS AS OF THIS UTILITY LINES. IT'S COSTLY NOTE: 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE , SEAL ON EXIST. H � w �" THE DAY OF INITIAL EXCAVATION WITH P. PERMANENT, SEALED PITCH oDATE: .SATE M6ER9 „999 I RIM 25 _N`�. YOd'� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. TO BE PLACED, 70 CITY OF RENTON POLICY, W1THN YEN GAYS. a - .l•,,,+ r' ! /P /TJ�70 ` IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 1 =390.25 (W VERIFY) CALL FOR PLACED, 10 INSPECTION PRIOR IC PLACEMENT OF FINAL vi o° WILLIAM SHUPEH FF� RGP S 1332 I \ / ®/ V =390.35 (N NEW) I before you EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT 'NI THOUT a GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO PRIOR WRITTEN APPROVAL OF THE INSPECTOR. ®j ®. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN V "to•a? -a'pb __ _ s -_ / Z ,77 HEREON. NOT SHOWN IN THEIR PROPER FOR LOCATION. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, E THE PVC 1- ® ® ®- 424�JJrJrJ PIPE USED SHALL BE SCHEDULE 40 IN UNIlAPROVEO AREAS PtiD q \ , ( ® V 4 555 CALL BEFORE YOU DIG: 1 -600- 424 -5555 SCHEDULE BO UNDER IMPROVED AREAS. ALL CHEMCAL FP.00ESS z Wr* a.2I UNDERGROUND SERVICE (USA) LINES SHALL BE SCHEDULE 80 PVC PIPE. Au 27AG3 (5cA} P,2 76 d 2 �do 5- 21w��3 14�U •JeiM 177wr ROLL 2 0- 7 m R. U101