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SURFACE WATER STANDARD PLAN NOTES SANITARY SEWER NOTES AND SPECIFICATIONS WATER PLAN GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS
AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS,
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY
0 MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
00 STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL
O 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE SITE AT ALL TIMES DURING CONSTRUCTION. BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR
m (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS
CY) MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY PRIOR TO CONSTRUCTION.
ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
� SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL 2• ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555
PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. WAY. TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR
CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE AS TO AVOID DAMAGE OR DISTURBANCE. ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON
CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY PRIOR TO BRINGING ANY MATERIALS ON -SITE.
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE
PROGRESS. CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK,
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
Q MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE MI
APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE 5. MI
CONSTRUCTION SITE. 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER
MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE
EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
AND APPROVAL PRIOR TO CONSTRUCTION. ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL
0 SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS TAKE PRECEDENCE OVER ALL OTHER PLANS. NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE
OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF OF PIPE USED. BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM
RENTON. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD)
CONSTRUCTION IS IN PROGRESS. IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING 95 MDD.
OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A
W 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND
BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND
Z 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR
W 95 PERCENT DENSITY, STANDARD PROCTOR. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN
LAYERS MUST EXTEND FOR ONE PIPE ADDITION TO CONCRETE BLOCKING.
n 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO
IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG
Q APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED.
RENTON TRENCH RESTORATION STANDARDS. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR
COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. PASSED BOTH PRESSURE AND PURITY TESTING.
WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN TO THE STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM THE COMPLETION OF CONSTRUCTION. PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY
OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED,
REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING
BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY BY THE PUBLIC WORKS INSPECTOR.
CLASS 'C", WITH THE EXCEPTION OF PVC PIPE. OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING
INSIDE AND OUTSIDE. SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL
SHALL HAVE SOLID LOCKING LIDS. BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED
FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL,
WIDTHS AND BUILDING SETBACKS LINES. ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
THE WASTEWATER UTILITY.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENTINCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE PAVING.
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS: EX R�W E LINI`W
4 - 8 INCH ROCK / 40 - 70% PASSING; LIN
2 - 4 INCH ROCK / 30 - 40% PASSING; AND 30' R/W C/L 30' R/W
LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 20't
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 16.5' EXISTING PAVING
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION.
AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SAWCUT & MATCH EOP
SUBMITTED TO THE CITY UPON COMPLETION. 3;1 MPX ADD 2" HIGH BY 6" WIDE ASPHALT
i 27. BUMP TO EDGE OF PAVING TO
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR CONTROL FLOWS AS NEEDED.
THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE EX EOP PROPOSED 12" DI
FOLLOWING: EX PAVING TO REMAIN
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO GRIND OVERLAY �IEE-DEB- - - -
SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY -� DRAN VEST 4" HMA CLASS 1/2 j64-22
OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR - 3" CRUSHED SUR ACING TOP COURSE
INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED 3" CRUSHED SUMFACING BASE COURSE
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. - - - - - - - - - - - - - - - I FIRM SUBGRAI�E
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED - /
"STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECTION -C�-C STA 4+ 15
SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE HORIZ. 1 "=5'
SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH VERT. 1 "=5'
WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. //
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS E R W
THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT RO 30' R/W C/L 30' R/W-N-'
CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). DIED.
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP
PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM SIDEWALK WALK 5ST STRIP 6 OVERLAY FOR}5% SLOPE
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. EX. ASPHALT CUT
IN DRIVEWAY
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE FL=205.48 206.58 _
DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER 2% 5% - - - -
SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; - - - - - -
AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. - - - - - - - - EX ASPHALT EX D/W TO REMAIN
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT REMOVE 771�SEE C.O.R. STD PLAN 103
ISSUANCE. �ASPHALT� 4" HMA CLASS 1/2" 64-22
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT CEMENT CONCRETE 3" CRUSHED SURFACING TOP COURSE
RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH SIDEWALK PER C.O.R. 3" CRUSHED SURFACING BASE COURSE
STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY DETAIL 102 FIRM SUBGRADE
OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. SECTION D-D STA 3+75
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY HORIZ. 1 "=5'
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE
LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE VERT. 1 "=5'
PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS
DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD
SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION
REGULATIONS (RMC 4-3-050). x� of wash,] `Q 6 AS -BUILT DRAWINGS JEF 09 04 18
ncomp as s V e 5 REVISED DITCH STORM DRAIN BCS 1/27/11 TJR
ENGINEERING &SURVEYING Z 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR
3 REVISED PER CITY REVIEW BCS 4/20/17 NEM
Western Washington Division 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR
165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 p 38285
Eastern Washington Divisions is ��'v 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SIORAL NO. REVISION BY DATE APPR
MIN MIN MIN I MIN MIN
2" CLAS
*2" TO 6" C
OR CI
I� 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN,
1' 1' 2.5' 1' 1'
MIN MIN MIN MIN MIN
2" CLASS 'B'
CRUSHED ROCK, FLOWA6LL I ILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE
,S*
L>,Yn:� LNl � � [ems [.7 �K•m:�y �
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
SY p ADOPTED
CITY OF RENTON
STANDARD PLANS
N COS LST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.1
E LINILW
RO 30' R/W
DIED.
5 6't L/S STRIP
SIDEWALK
EX EOP
EL=201.74 I
2% I
�-'C-
- _/_ REMOVE
- - - - - -
ASPHALT
CEMENT CONCRETE
SIDEWALK PER C.O.R.
DETAIL 102
SURVEYED:
SCALE:
DESIGNED:
TJR
DRAWN:
BCS
ONE INCH
CHECKED:
AT FULL SCALE
TJR
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
TJR
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
LANE LINE
MARKING
7'-8"
STANDARD VEHICLE WHEEL PATH
3' 4.5' 3'
>MIN.' MIN. MIN.��
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
1' 1' ACP CLASS* \
MIN. I MIN.
6" CRUSHED
SURFACING TOP
COURSE
CD,
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
2.5'
MIN.
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
9't
GRIND & 6.5t
OVERLAY
-20.5'
L 30' R/W
201.90 2" OVERLAY -
EX EOP 202.08 2:1 MAX
2% 2T, 2%
NEW EOP 202.31
ADD 2" HIGH BY 6" WIDE ASPHALT
BUMP TO EDGE OF PAVING TO
4" HMA CLASS 1/2" 64-22 CONTROL FLOWS AS NEEDED.
3" CRUSHED SURFACING TOP COURSE
3" CRUSHED SURFACING BASE COURSE
FIRM SUBGRADE
SECTION E-E STA 3+25
HORIZ. 1 "=5'
VERT. 1 "=5'
tRCITY OF
RENTON
Planning/Building/Public Works Dept.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
�Tz p ADOPTED
G CITY OF RENTON
A�
- _ STANDARD PLANS
LST DATE: 02/05
DWG. NAME: H032 SP PAGE: H032
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
CARPENTER SHORT PLAT DATE11/17/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A
PAGE: N/A
DRAWING NO:
NOTES & DETAILS 13708
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