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WATER NOTES AND SPECIFICATIONS 2003 PORTION ®F THE // 1 V. E. 1/4, V F SEC. 1 5, 1 Y Y 1 V//�''ggq23 N., R G E 5 E., d r. � v a.
1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER JnUTY_ CITY OF RENTON, WASHINGTON SANITARY SEWER NOTES AND SPECIFICATIONS
2 ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH MY STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON y
PLANNING /BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE W'SDOT /APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY O RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
A SET OF APPROVED PLANS SHALL BE KEPT ON STE AT ALL TIMES DURING CONSTRUCTION.
3, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE UNITED TO 8.30 AM TO 3-30 PM ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE RUBUC WORKS DEPARTMENT A.T (425) 430 -7301. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS M ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
4. ALL LOCATIONS OF EXISTING UPUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES GALL 48 -HOUR
LOCATORS 800- 424 -5555.
5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. ri
6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE OONFORMNG TO AWWA 0110 AND 0111 OR LATEST
REVISION, THICKNESS CLASS 52. CEMENT MORTAR HIRING AND SEAL COATING SHALL CONFORM TO AWWA 0104 OR LATEST
REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE Q45S C ALL DUCTILE NON PPE AND
FITTINGS SHALL RE POLYETHYLENE WRAPPED PER ANSI/AWWA C1OS/A215-93 STANDARDS.
NEW DUCTILE IRON
12a 22' CONCRETE METER UNIMPROVED RIGHT OF WAY
BOX WITH 3/16' STEEL DIAMOND PLATE J INSTALL METER BOX AT
COVER EOU AL TO FOG PTE METER A PROPERTY UNE. I:
SEAL CO. B -10 METER BOX 7 5
6' MIN E SIDEWALK
FINISH GRADE 9 MAX
:"-- `'''•'�"� 21 MIN TOUCHREAD
COVER WATER METER TO BE 12' IN
SUPPLED BY THE CITY 36' MM
TYPE 'K' SOFT
COPPER UBING
/2'
FORD COPPERSETTER
T CAST IRON AND DUCTILE IRON FITTINGS STALL BE CEMENT UNED, PRESSURE RATED AS NOTED ON PLANS, AND IN � LOOP DOWN TO CENTERUNE VH 72- 15W- 44-33G (FOR 1 M x 3/4' METER)
VH 72- 15W- 44-44G (FOR 1 METER)
3/4- OR 1D
ACCORDANCE WITH ANSI /AWWA C110/A21 10-13T CEMENT LINMG SHALL BE N ACCORDANCE WITH ANSI/AWWA 0704/421 /4 -90. WgTERMAIN OF WATER MAIN i0 PROVIDE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER /
SUCK IN COPPER SERVICE GALVANIZED
IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, ME FITTINGS SHALL IN ACCORDANCE WITH PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
UNE TO METER. PLUG
TITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C753/A21.53 -99. THREE (3) NCH iD 12 INCH DIAMETER FITTINGS. WHICH ON WHET.
HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE N ACCORDANCE WIN ANSI/AWWA 0110 /A21 70.87 OR A L PORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
COMBINATION O ANSI/AWWA C110/A21.10.87 AND ANS /AWWA C153/A21 53-94 SUCH THAT THE PORTION OF THE FILLING WWTH THREAD (OE). PACK JOINT �3/4' FLOOD)
A MECHANICAL JONT(S) MAY BE WITH ANSI/AWWA C153/A2153-94 AND THAT PORTION OF THE FILING WITH FLANGED (i F1000)
! IF SERVICE LINE TO HOUSE IS TO BE
INSTALLED IN THE FUTURE INSTALL
JONT(S) SHALL BE IN ACCORDANCE WITH AWWA C110%AZ1. 70-87_ ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 FORD C14-33 OR 44
OF ANSI /AWWA SECTION 10 -45 OF ANS /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED 22 -1/2' FIAT x COMPRESSION COUPLING ADRILL F�3'4 QA
XLE TO THE OWNER. TOUCHREAD DE,Kx
NOTE:
R. GATE VALES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING FOR SERVICE FROM EXISTING STEEL THE CENTER OF THE HOLE MUST 2 1/2' MIN. FROM
BOX (AWWA 0500) OR O RESIDENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS BE AT LEAST I' FROM NEAREST AND
OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP
OPERATING PRESSURE O 200 PSI . GALE WAIVES SHALL BE QOW UST 14, MJEIEFR COMPANY NO A2360 OR M & H_ WATERMAIN UNDERNEATH RIBS uNLE55 THE FRONT EDGE OF
EQUAL TO MUELLER CO. RIB SPACING ALLOWS THE NUT TO
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAR6T TIGHTEN AGAINST THE OPEN SDE IT LID
RI
PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAN VALVE OPENING (k V.O.) OF MORE THAN ONE B.
OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4
INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS OUTSIDE DIAMETER 3/4" & I" WATER SERVICES J
O MAIF THREAD 4.675 ANO ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-111 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE
SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT_ CAPS SHALL BE FITTED WTiH SUITABLE NEOPRENE GASKETS
FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES
11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH SRTRL STORZ
ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDOOAT ANODIZED. THREADED END PORTION
SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART STORZ FACE TO BE METAL NO GASKET TO WEATHER.
STORZ CAP TO HAVE SYNTHETIC MOLDED RU88ER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH,
COATED, STAINLESS STEEL AHRCRAFT CABLE-
12
. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PANT. PRESERVATIVE PANT NUMBER 43-655 SAFETY YELLOW OR 6" BUILDING SEWER PIP[
APPROVED EQUAL I IF
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14 FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE ALL
12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR. TO DISINFECTION.
THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL 2 LB /CU. ET. DENSITY FOAM WITH 90A
DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY.
17. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WALL PERFORM THE CLEANING
OPERATION.
18. OVER ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OPERATING PRESSURE,
IN ACCORDANCE VATH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A RIPRESEJNTADVE OF THE CITY OF RENTON. THE QUANTITY OF WATER
LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &
SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI WRING THE 2 HOUR TEST PERIOD.
19, ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE /WATER SOLUTION. DRY CALCIUM HYPDCHLOR TE SHALL NOT BE PLACED IN THE PIPE AS WD. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE
IS REQUIRED FOR SCHEDULING.
21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES. LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS.
METER APPUCATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE
BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. THE
CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BOLT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY WOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE -IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL. APPROVED N VOTING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWQUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY
BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT
PATCH TO BE PLACED, TO CITY OF RENT(--. POKY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRI
FINAL PATCH. "
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROC
SCHEDULE 80 PVC PIPE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROV
2"X 4'" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND 16 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
6" SIDE SEWER AND BUILDING SEWER
N.T.S.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, IT PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
*3/4" SQUARES SPACED - 3/4"
INDICATED - HT. 1/8"
1/2'
RAISE -1 /2"
WIDE BORDER
10"
9..
1_1/4•• 1/2" 2" F5/8"
14"I�/
't-71 % 7-3/4"
8'
15"
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0e THICK
2' -0- SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36
12"0
FIBER
PACKIP
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON HALEY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPEaETCATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE
THE CONTRACTOR'S RESPONSIBUTY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS
TO AVOID DAMAGE OR DISTURBANCE.
4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE-
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON. PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING
OF THE SANITARY SEWER SYSTEM. WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR UGENSED PROFESSIONAL SURVEYOR.
60" ALLOWABLE MAX.
F FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX ph
CONCRETE +
BLOCKING �PMAp 2`' G
PING- g GIN
ZE �
1 6" SIDE OUTLET TEE GPI GR� 2% MIN SLOPE
SEWER MAIN
6" MIN. rJ HORIZONTAL
CONCRETE BLOCNG ANGLE
OF TEE AT MAIN OVER M SEWER MAIN
ELEVATION
STANDARD SIDE SEWER INSTALLATION
N.T.S.
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
10/1]/96 Add. notes CV AG
DATE REVISION BY RI Q
ROLL 2 0.8
m m Im m
CONCRETE
CLASS 3000
3/4"
6 INCH OR 8 INCH CL &AN -OUT
CY p ADOPTED
V�T CITY OF RENTON
..
STANDARD PLANS
Pe N j 4 MT DATE: 12/96
DWG. NAME: BW188 SP PAGE:8076
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE
IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATHNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR
THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE
CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND
BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, STIR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVtR MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
IMIN MIN MIN MIN MINI
N.T.S.
2" CLASS W
6.5' MIN.
f.11 1 _ 2.5' 11N MIN MIN MIN M�LN
FACE OF CURB OR
EDGE OF PAVEMENT
2" CLASS 'B 'ACP CLASS 'E' OR 'B'
'2' TO 6"
CLASS 'E'
OR
CLASS B.
L6.5' MIN.
6" CRUSHED
SURFACING TOP COURSE
CENTER TINE OR
LANE LINE CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
TYPICAL PATCH FOR FLEXIBLE
PAVEMENT WHEN PERPENDICULAR TO
• SEE DWG# HR -05 FOR MINIMUM STANDARDS
ROADWAY CENTERLINE
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Call RECOMMENDED
before you
FOR APPROVAL
D19. BP
,Sit X33 o1
1- 800 - 424 -5555
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
NOTE: 1
CHECKED FOR COMPLIANCE
EXISTING LAUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO DETERMINE THE
TO Cf1Y STANDARDS
DATE
DATE
DATE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTIUTIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555.
CD,w 5317oi-
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