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1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON PLAN REVIEW SECTION AND THE APPLICANT.
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3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION
(APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND
THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS
PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
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4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G.
(f� DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
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Q 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
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(f� 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON
SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
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7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING
OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN
Z APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE
W CITY OF RENTON.
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9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON
THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW
AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY
APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE
CITY OF RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION..
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATION 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. ALL PIPE BEDDING
SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES
ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES.
0 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE
FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE
REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
o LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 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 SUBMITTED TO THE CITY UPON COMPLETION.
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n BASIS OF ELEVATION IS SEWER MANHOLE (SITE BENCHMARK) AT THE
INTERSECTION OF NE 7TH STREET & NEWPORT COURT NE TIE TO RENTON
° VERTICAL AND HORIZONTAL CONTROL NETWORK.
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RENTON CONTROL POINT 398 BEARS N82023'58"W AT A DISTANCE OF 3041.34'
RENTON CONTROL POINT 612 BEARS S53040'19"W AT A DISTANCE OF 3801.91'
CL RENTON CONTROL POINT 721 FOUND 5.86' BELOW BENCHMARK
RENTON CONTROL POINT 1936 FOUND 60.86' BELOW BENCHMARK
ELEV=387.46'
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0 DATUM = NAVD 88
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Land Planning • Civil Engineering
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SeaTac, WA 98188
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THUONG PHAM
3556 120TH AVE NE
BELLEVUE, WA 98006
(425) 829-7317
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CITY OF RENTON
1055 S. G RADY WAY,
RENTON, WA 98055
(425) 430-7332
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY.
STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND
FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR
THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO
AN APPROVED OUTFALL LOCATION.
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 SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF
NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB- OUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
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 INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING:
THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION
AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY 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.
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).
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1. THE APPLICANT SHALL REVISE THE LANDSCAPING PLAN TO INCLUDE A MINIMUM OF TWO (2) TREES WITHIN THE FRONT
YARDS OF LOTS 2 AND 3. A REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
2. THE APPLICANT SHALL PLANT SCREENING SHRUBS AND GROUNDCOVER WITHIN THE SLIVER OF LAND CREATED BETWEEN
THE 20 -FOOT WIDE SHARED DRIVEWAY AND THE EAST PROPERTY LINE AT THE NORTHEAT CORNER OF THE PROPERTY. A
REVISED LANDSCAPING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT
MANAGER PRIOR TO CONSTRUCTION PERMIT.
3. THE APPLICANT SHALL PROVIDE A GAP ON THE EAST SIDE OF THE SHARED DRIVEWAY, BETWEEN THE EAST PROPERTY
LINE AND THE EDGE OF THE PAVEMENT, SUCH THAT THE DEVELOPER RETAINS ENOUGH ROOM FOR ROAD MAINTENANCE,
A PRIVACY FENCE, AND LANDSCAPE SCREENING. THE IDENTIFIED GAP SHOULD NOT IMPACT THE 3 -LOT SHORT PLATS
ABILITY TO MAINTAIN COMPLIANCE WITH THE RENTON MUNICIPAL CODE.
4. THE APPLICANT SHALL PLANT TWO (2) PUBLIC STREET TREES WITHIN THE 8 -FOOT PLANTER STRIP ON NE 7TH STREET.
THE FINAL DETAILED LANDSCAPE PLAN MUST BE REFLECTIVE OF THE PROPOSED LOT LINES IDENTIFIED IN THE SITE PLAN
AND SHALL BE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED IN THE STATE OF WASHINGTON.
5. THE APPLICANT SHALL REDUCE THE LENGTH OF THE SHARED DRIVEWAY TO NO MORE THAN TWO HUNDRED FEET (200) IN
LENGTH, AS ALLOWED UNDER RMC 4-6-060J.1.D. THE FINAL SHORT PLAT SITE PLAN SHALL BE SUBMITTED TO, AND
APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE RECORDING OF THE SHORT PLAT.
6. SINGLE-FAMILY BUILDING PERMITS ON LOT 2 AND LOT 3 SHALL BE LIMITED TO SLAB ON GRADE ONLY AND SHALL BE
SUBMITTED TO, AND APPROVED BY, PLAN REVIEW PRIOR TO THE RECORDING OF THE SHORT PLAT.
7. THE SHARED DRIVEWAY HAMMERHEAD TURNAROUND SHALL HAVE A DESIGN APPROVED BY THE FIRE DEPARTMENT
PRIOR TO THE RECORDING OF THE SHORT PLAT.
DRAWING NDEX
REFERENCE SHEET NO.
CM.. E ANEER
PBG, LLC
5130 S. 166TH LANES
SEATAC, WA 98188
(206) 229-6422
CONTACT: HAN PHAN, P.E.
SEWER
CITY OF RENTON
1055 S. GRADY WAY,
RENTON, WA 98055
(425) 430-7332
SLIF EYOR:
APS SURVEY & MAPPING
13221 SE 26TH STREET, SUITE A
BELLEVUE, WA 98005
(425) 746-3200
CONTACT: TYLER SWEET, P.L.S.
POS NO GAS
PUGET SOUND ENERGY
1-888-321-7779
CABLE:
COMCAST
1-800-934-6489
TELE
CENTURYLINK
1-800-475-7526
Ramwom"'m
CHECKED:
APPROVED:
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WA1
WA2
DT1
SCALE:
ONEINCH
1 AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING TITLE
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LOT 8, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF
KING COUNTY, WASHINGTON.
SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS
SHOWN ON EXHIBIT "A" AS THERETO ATTACHED AND BY THIS REFERENCE
MADE A PART HEREOF.
ADDRESS
3413 NE 7TH STREET
RENTON, WA 98056
28,669 SF (0.66 ACRES)
7,860 SF
22 CY
32 CY
VERTICAL: NAVD 19N
HORIZONTAL: NAD 1963/1991
DATUM
PROPERTY LINE
------------- ADJACENT PROPERTY LINE
- - - ROW CENTERLINE
- - ROW LINE
SD PROPOSED STORM DRAINAGE LINE
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LOT 8, BLOCK 2, STEWART'S HIGHLAND ACRE TRACTS, ACCORDING TO THE
PLAT THEREOF, RECORDED IN VOLUME 43 OF PLATS, PAGE 17, RECORDS OF
KING COUNTY, WASHINGTON.
SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS
SHOWN ON EXHIBIT "A" AS THERETO ATTACHED AND BY THIS REFERENCE
MADE A PART HEREOF.
ADDRESS
3413 NE 7TH STREET
RENTON, WA 98056
28,669 SF (0.66 ACRES)
7,860 SF
22 CY
32 CY
VERTICAL: NAVD 19N
HORIZONTAL: NAD 1963/1991
DATUM
PROPERTY LINE
------------- ADJACENT PROPERTY LINE
- - - ROW CENTERLINE
- - ROW LINE
SD PROPOSED STORM DRAINAGE LINE
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ASPHALT PAVEMENT
PERVIOUS ASPHALT PAVEMENT
CEMENT CONCRETE PAVEMENT
RE<XA&*34)W FOR AP�Wll/►L
DATE:
DATE: � •r
DATE:
DATE: �I• J (S
CENTRAL ISLAND SHORT PLAT 9' 10-2015
CITY OF 3413 NE 7TH STREETFELDBOOK
RENTON RENTON, WA 98056 - PAGE:
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POIFKM HOT IuNX ASPHALT (PHMA) NOTES
SOURCE: 2015 POROUS PAVEMENT UNIFIED SPEC. COMMITTEE:
PROPOSED FINAL SPECIAL PROVISION POROUS HOT MIX ASPHALT
POROUS NOT MIX ASPHALT
DESCRIPTION
SECTION 5-04.1 IS SUPPLEMENTED WITH THE FOLLOWING: THIS WORK SHALL CONSIST OF PROVIDING AND PLACING ONE OR MORE LAYERS OF
PLANT -MIXED POROUS HOT MIX ASPHALT (PHMA) ON A PREPARED FOUNDATION OR BASE IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE
LINES, GRADES, THICKNESSES AND TYPICAL CROSS-SECTIONS SHOWN IN THE PLANS OR ESTABLISHED BY THE ENGINEER. THE MANUFACTURE OF
PHMA MAY INCLUDE POROUS WARM MIX ASPHALT (PWMA) PROCESSES IN ACCORDANCE WITH THESE SPECIFICATIONS. PWMA PROCESSES INCLUDE
ORGANIC ADDITIVES, CHEMICAL ADDITIVES, AND FOAMING. HMA SHALL BE COMPOSED OF ASPHALT BINDER AND MINERAL MATERIALS AS MAY BE
REQUIRED, MIXED IN THE PROPORTIONS SPECIFIED TO PROVIDE A HOMOGENEOUS, STABLE, AND WORKABLE MIXTURE. WORK SHALL ALSO INCLUDE
PREPARATION AND PROTECTION OF SUBGRADE, SUBBASE AND LEVELING COURSE SPECIFIC TO PHMA.
MATERIALS
SECTIONS 5-04.2 IS SUPPLEMENTED WITH THE FOLLOWING:
AGGREGATE GRADATION:
SIEVE SIZE
% PASSING
3/4"
100
Y2"
90-100
3/8"
55-90
U.S. NO. 4
10-40
U.S. NO. 8
0-20
U.S. NO. 40
0-13
U.S. NO. 200
0-5
THE AGGREGATE SHOULD CONSIST OF CRUSHED STONE WITH A PERCENT FRACTURE GREATER THAN 90% ON TWO FACES ON THE NO. 4 SIEVE AND
ABOVE, WHEN TESTED IN ACCORDANCE WITH THE FIELD OPERATING PROCEDURES FOR AASHTO T 335.
RECYCLED ASPHALT PAVEMENT SHALL NOT BE USED IN PHMA.
MIXED DESIGNS FOR PHMA SHALL BE SUBMITTED TO THE PROJECT ENGINEER ON WASHINGTON STATE DOT FORM 350-042 WITH THE ADDITIONAL
PHMA TEST DATA REQUIRED BY THIS SPECIFICATION PROVIDED AS A ONE PAGE SUPPLEMENTAL ATTACHMENT.
THE ANTI -STRIPPING REQUIREMENTS FOR PHMA SHALL BE EQUIVALENT TO THE ANTI -STRIPPING REQUIREMENT FOR SAME MAXIMUM NOMINAL
AGGREGATE CLASS OF DENSE GRADED HMA DESIGN FROM THE SAME AGGREGATE MATERIALS SOURCE.
CONSTRUCTM REQUIREMENTS
SECTION 5-04.3 IS SUPPLEMENTED WITH THE FOLLOWING:
5-04.3(1) NOT MDC ASPHALT MIXING PLANT
THIS SECTION IS SUPPLEMENTED WITH THE FOLLOWING PLANTS USED FOR PREPARATION OF HMA AND PHMA SHALL CONFORM TO THE
FOLLOWING REQUIREMENTS:
FSER SUPPLY SYSTEM
WHEN FIBER STABILIZING ADDITIVES ARE USED FOR PHMA (IF NEEDED TO ACHIEVE THE DRAIN DOWN SPECIFICATION), A SEPARATE FEED
SYSTEM THAT MEETS THE FOLLOWING WILL BE REQUIRED:
ACCURATELY PROPORTIONS BY WEIGHT THE REQUIRED QUANTITY INTO THE MIXTURE IN SUCH A MANNER THAT UNIFORM DISTRIBUTION
WILL BE OBTAINED.
THE FIBERS SHALL BE UNIFORMLY DISTRIBUTED PRIOR TO THE INJECTIONS OF THE ASPHALT BINDER INTO THE MIXTURE.
WHEN A CONTINUOUS OR DRIER -DRUM TYPE PLANT IS USED, THE FIBER SHALL BE ADDED TO THE AGGREGATE AND UNIFORMLY
DISPERSED PRIOR TO THE INJECTION OF ASPHALT BINDER.
SURGE AND STORAGE SYSTEMS
THE STORAGE TIME FOR PHMA MIXTURES NOT HAULED IMMEDIATELY TO THE PROJECT SHALL BE NO MORE THAN FOUR (4) HOURS FOR
NON -INSULATED SILOS OR EIGHT (8) HOURS FOR INSULATED SILOS. PLACEMENT TEMPERATURE SPECIFICATIONS SHALL STILL BE MET
REGARDLESS OF SILO STORAGE TIME.
HAULING EQUVWNT
SECTION 5-04.3(2)
THE TEMPERATURE OF THE MIX AT THE TIME OF DISCHARGE FROM THE HAUL VEHICLE SHALL BE WITHIN THE TEMPERATURE RANGE
IDENTIFIED IN THE APPROVED PHMA. (SEE ENGINEER'S NOTE 1).
A MIX DESIGN
SECTION 5-04.3(7)A IS SUPPLEMENTED WITH THE FOLLOWING FOR POROUS HMA:
THE ASPHALT BINDER FOR PHMA SHALL BE PG 70-22ER POLYMER MODIFIED OR HIGHER GRADE. BINDER CONTENT SHALL BE
BETWEEN 6.0% AND 7.0% BY TOTAL WEIGHT OF THE MIX, AND WILL BE THE HIGHEST PERCENTAGE THAT PASSES BOTH THE DRAIN
DOWN AND VOID REQUIREMENTS TESTS AT NDESIGN=75 GYRATIONS. THE BINDER CONTENT TOLERANCE SHALL BE + OR -.5%
DURING PRODUCTION/PLACEMENT OF THE PHMA. THE CONTRACTOR SHALL ADJUST THE AGGREGATE TO MEET THE MAXIMUM DRAIN
DOWN TEST REQUIREMENTS WITHIN THE RANGES PROVIDED IN SECTION 9-03.8.
• DRAIN DOWN SHALL BE 0.3%, MAXIMUM, ACCORDING TO ASTM D6390-05.
• VOID RATIO SHALL BE 16% TO 25% PER ASTM D3203 AT NDESIGH=75 GYRATIONS.
THE CONTRACTOR SHALL INCLUDE IN THE SUBMITTAL LETTER FROM THE POLYMER -MODIFIED ASPHALT SUPPLIER THE
RECOMMENDED MIXING, DELIVERY, AND COMPACTION TEMPERATURES. THE CONTRACTOR SHALL DETERMINE ANTI -STRIP
REQUIREMENTS FOR PHMA AND PROVIDE DATA FOR ANTI -STRIPPING. THE ASPHALTIC MIX SHALL BE TESTED FOR ITS RESISTANCE TO
STRIPPING BY WATER IN ACCORDANCE WITH ASTM D-3625. IF THE ESTIMATED COATING AREA IS NOT ABOVE 95 PERCENT,
ANTI -STRIPPING AGENTS SHALL BE ADDED TO THE ASPHALT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING THE
ANTI -STRIPPING EVALUATION AND PROVIDING A REPORT TO THE ENGINEER. AS SPECIFIED IN 5-04.2 (ABOVE), ANTI -STRIP EVALUATION
OF AN EXISTING DENSE GRADED HMA OF THE SAME MAXIMUM NOMINAL AGGREGATE CLASS CAN BE USED AS THE BASIS FOR
ANTI -STRIP DOSAGE RATES.
ACCEPTANCE SAMPLING AND TESTING - HMA MIXTURE
SECTION 5-04.3(8)A IS SUPPLEMENTED WITH THE FOLLOWING:
COMMERCIAL EVALUATION WILL BE THE BASIS FOR ACCEPTANCE OF PHMA.
SPREADING AND FINISHING
SECTION 5-04.3(9) IS SUPPLEMENTED WITH THE FOLLOWING:
PLACEMENT TEMPERATURE OF THE MIXTURE SHALL BE WITHIN THE TEMPERATURE RANGE IDENTIFIED IN THE APPROVED PHMA
SUBMITTAL. (SEE ENGINEER'S NOTES 2. BELOW)
COMPACTION
SECTION 5-04.3(10)A IS SUPPLEMENTED WITH THE FOLLOWING FOR PHMA:
PNEUMATIC TIRE ROLLERS SHALL NOT BE USED.
THE CONTRACTOR WILL DEVELOP A ROLLER PATTERN THAT WILL INITIALLY CONSOLIDATE THE PAVEMENT STRUCTURE AS WELL AS
TARGET 15% TO 18% FINAL AIR VOIDS (82% TO 85% OF MAXIMUM THEORETICAL (RICE) DENSITY). THE CONTRACTOR SHALL MONITOR
COMPACTION DURING PLACEMENT OF PHMA WITH A PAVEMENT DENSITY GAGE. (SEE ENGINEER'S NOTE 3. BELOW)
POROUS ASPHALT (PHMA) ACCEPTANCE INFILTRATION TEST
SECTION 5-04.3(21), AND SECTION 5-04.3(10)A IS ADDED:
CONTRACTOR SHALL CONDUCT INFILTRATION TESTS ON THE FINISHED PHMA PER ASTM C1701 AT LOCATIONS CHOSEN BY THE
ENGINEER. NEWLY -PLACED PHMA SHOULD BE ABLE TO ACCOMMODATE A MINIMUM INFILTRATION RATE OF 100 INCHES/HOUR. IT IS
ANTICIPATED THAT INFILTRATION TESTS BE COMPLETED EVERY 150 LINEAR FEET OF ROADWAY AND CONDUCTED IN ACCORDANCE
WITH ASTM C1701.
IF THE MEASURED INFILTRATION RATE IS LESS THAN 100 INCHES/HOUR, CONDUCT ADDITIONAL FOUR ADDITIONAL TESTS AS FOLLOWS
IN LINE WITH THE PAVER DIRECTION OF TRAVEL. TWO TESTS UPSTREAM AND TWO TEST DOWNSTREAM OF THE INITIAL TEST
LOCATIONS SHALL BE TAKEN AT DISTANCES OF 20 FEET AND 40 FEET. RESULTS OF THE ADDITIONAL TESTS SHOULD BE AVERAGED.
CONDUCT ADDITIONAL TESTING UPSTREAM AND DOWNSTREAM TO IDENTIFY AREA TO BE REMOVED. IF THE AVEAGE INFILTRATION IS
LESS THAN REQUIRED REMOVE AND REPLACE AT THE DIRECTION OF THE ENGINEER AND AT NO COST TO THE OWNER.
MEASUREMENT
SECTION 5-04.4 IS SUPPLEMENTED WITH THE FOLLOWING:
PHMA PG 70-22 ER (OR HIGHER) SHALL BE MEASURED BY THE TON IN ACCORDANCE WITH SECTION 1-09.2, WITH NO DEDUCTION BEING
MADE FOR THE WEIGHT OF ASPHALT BINDER, BLENDING SAND, MINERAL FILLER, OR ANY OTHER COMPONENT OF THE HMA. IF THE
CONTRACTOR ELECTS TO REMOVE AND REPLACE MIX AS ALLOWED IN SECTION 5-04.3(11), THE MATERIAL REMOVED WILL NOT BE
MEASURED.
PAYMENT
SECTION 5-04.5 IS SUPPLEMENTED WITH THE FOLLOWING:
"POROUS HMA CL. Y2" IN. PG 70-22ER", PER TON
THE UNIT CONTRACT PRICE PER TON FOR "POROUS HMA CL. '/2 IN. PG 70-22ER" SHALL BE FULL COMPENSATION FOR ALL COSTS,
INCLUDING ANTI -STRIPPING ADDITIVE, INCURRED TO CARRY OUT REQUIREMENTS OF SECTION 5-04 EXCEPT FOR THOSE COSTS
INCLUDED IN OTHER ITEMS WHICH ARE INCLUDED IN THIS SUBSECTION AND WHICH ARE INCLUDED IN THE PROPOSAL.
AGGREGATE DISCHARGE SUBBASE / PERMEABLE BALLAST NOTES
SECTION 9-03.9(2)A.
PERMEABLE BALLAST SHALL BE MANUFACTURED FROM LEDGE ROCK, TALUS, OR GRAVEL IN ACCORDANCE WITH THE PROVISIONS OF
SECTION 3-01. RECYCLED CONCRETE IS NOT PERMITTED. THE MATERIALS SHALL BE UNIFORM IN QUALITY AND SUBSTANTIALLY FREE
FROM WOOD ROOTS, BARK, AND OTHER EXTRANEOUS MATERIAL AND SHALL MEET THE FOLLOWING QUALITY TEST REQUIREMENTS:
LOS ANGELES WEAR, 500 REV
30% MAX., WSDOT TEST METHOD T 96
DEGRADATION FACTOR
30 MIN., WSDOT TEST METHOD T 113
MIN. VOID RATION CONTENT:
30% AS DETERMINED BY AASHTO T19 OR ASTM C29, RODDING PROCEDURE
THE GRADING REQUIREMENTS ARE
2"
90-100
1-1 /2"
35-70
1"
0-15
'/2"
0-5
NO. 100
0-3
% FRACTURE:
95
ALL PERCENTAGE ARE BY WEIGHT.
NOTES
AGGREGATES SHALL MEET THE REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING
VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN TEMPORARY, STOCKPILES ON SITE, DURING
INSTALLATION, AND AFTER INSTALLATION AND COMPACTED TO PROJECT SPECIFICATIONS. PERMEABLE
BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON CONTRACTOR SUBMITTED SAMPLED
MATERIALS PRIOR TO DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE
TESTING COMPLETED ON MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE
EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY TH ENGINEER. MATERIAL OUT OF CONFORMANCE
WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ACCEPTANCE OF AGGREGATE SHALL BE AS PROVIDED UNDER NONSTATISTICAL OR COMMERCIAL
EVALUATONS.
THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE MATERIAL SHALL PROVIDE DESCRIPTION OF
SAMPLING METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE WAS COLLECTED, TOTAL WEIGHT OF
SAMPLED COLLECTED, DESCRIPTION OF SAMPLE PREPARATION PROCEDURES, TOTAL WEIGHT OF SAMPLE
SIEVED TO DETERMINE GRAIN SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND PREPARATION SHALL
BE IN CONFORMANCE WITH ASTM D75 AND ASTM C702.
CHOKER COURSE / CRUD SURFACING
SECTION 9-03.9(A)
CRUSHED SURFACING CHOKER COURSE SHALL MEET THE GRADING AND QUALITY REQUIREMENTS OF THE
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANPORTATION OFFICIALS (AASHTO) NO. 57. RECYCLED
CONCRETE IS NOT PERMITTED. THIS MATERIAL SHALL CONSISTS OF CLEAN Y TO 1-1/2 INCH UNIFORMLY
GRADED CRUSHED SURFACING MATERIAL.
LOS ANGELES WEAR, 500 REV
30% MAX., WSDOT TEST METHOD T 96
DEGRADATION FACTOR
30 MIN., WSDOT TEST METHOD T 113
MIN. VOID RATION CONTENT:
30% AS DETERMINED BY AASHTO T19 OR ASTM C29, RODDING PROCEDURE
THE GRADING REQUIREMENTS ARE:
SIEVE SIZE
1-1/2"
1"
1/2"
NO.4
NO. 8
% FRACTURE:
90-100
25-60
0-10
0-5
95
ALL PERCENTAGE ARE BY WEIGHT.
AGGREGATES SHALL MEET THE REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HAULING
VEHICLES FOR DELIVERY TO THE SITE, AFTER PLACEMENT IN TEMPORARY, STOCKPILES ON SITE, DURING
INSTALLATION, AND AFTER INSTALLATION AND COMPACTED TO PROJECT SPECIFICATIONS. PERMEABLE
BALLAST MATERIAL MAY BE CONDITIONALLY APPROVED BASED ON CONTRACTOR SUBMITTED SAMPLED
MATERIALS PRIOR TO DELIVERY TO THE SITE. FINAL ACCEPTANCE WILL BE BASED ON CONFORMANCE
TESTING COMPLETED ON MATERIAL THAT HAS BEEN DELIVERED, INSTALLED, AND COMPACTED ON SITE. THE
EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY TH ENGINEER. MATERIAL OUT OF CONFORMANCE
WITH THE PROJECT SPECIFICATIONS WILL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
ACCEPTANCE OF AGGREGATE SHALL BE AS PROVIDED UNDER NONSTATISTICAL OR COMMERCIAL
EVALUATONS.
THE CONTRACTOR'S SUBMITTAL FOR THE AGGREGATE MATERIAL SHALL PROVIDE DESCRIPTION OF
SAMPLING METHODOLOGY, IDENTIFY WHERE AND HOW THE SAMPLE WAS COLLECTED, TOTAL WEIGHT OF
SAMPLED COLLECTED, DESCRIPTION OF SAMPLE PREPARATION PROCEDURES, TOTAL WEIGHT OF SAMPLE
SIEVED TO DETERMINE GRAIN SIZE DISTRIBUTION, AND TEST RESULTS. SAMPLING AND PREPARATION SHALL
BE IN CONFORMANCE WITH ASTM D75 AND ASTM C702.
1. A TYPICAL TEMPERATURE RANGE WOULD BE 250-275 DEGREE F FOR WARM MIX ASPHALT (WMA) OR 275-300
DEGREE F FOR HOT MIX ASPHALT (HMA).
2. TYPICAL TEMPERATURE RANGE WOULD BE 225-25OF FOR PWMA AND 250-275F FOR PHMA.
3. PRIOR SUCCESSFUL PROJECTS HAVE INCORPORATED TWO INITIAL LOW AMPLITUDE VIBRATORY ROLLER
PASSES TO SEAT AND ORIENT THE PHMA AGGREGATE MATRIX FOLLOWED BY STATIC ROLLING TO CREATE
A FINAL SURFACE WITHOUT ROLLER MARKS.
4. THE USE OF WARM MIX ASPHALT TECHNOLOGY IS ENCOURAGED AS IT MINIMIZES ISSUES RELATED TO
ASPHALT DRAIN DOWN DURING PRODUCTION, HAULING AND TESTING OF THE PHMA..
1. CONTRACTOR SHALL PHASE THE WORK SO AS TO NOT COMPROMISE OR OVERLY COMPACT THE
SUBGRADES PRIOR WHEN PERMEABLE PAVEMENT IS TO BE PLACED.
2. SUBGRADE SHALL BE COMPACTED TO 90-92% OF MAXIMUM DRY DENSITY ACCORDING TO
STANDARD PROTOR (ASTM D698) AND SHALL BE FIRM AND UNYIELDING PRIOR TO PLACING
PAVEMENT SECTION MATERIAL.
3. CONTRACTOR SHALL CONDUCT INFILTRATION TEST IN ACCORDANCE WITH CITY OF RENTON
ADMENDMENTS TO 2009 KING COUNTY STORM WATER DESIGN MANUAL IMMEDIATELY FOLLOWING
FINAL SUBGRADE PREPARATION TO VERIFTY THAT THE SUBGRADE IS NOT OVER -COMPACTED.
INFILTRATION TEST SHALL BE CONDUCTED AT A RATE OF 1 TEST PER 5000 SQUARE FEET, AND 1
TEST PER 200 LINEAL FEET OF ROADWAY.
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988 9-10-2015
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PER DETAIL ON THIS SHEET
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY,
WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED
FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH
AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
22
A k A A L A �"hk �A E*'A' Zk L -A MM4 IL
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH
THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
ZZ
DATE:
r
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INSTALL SILT FENCE
PER DETAIL ON THIS SHEET
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY,
WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED
FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH
AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
22
A k A A L A �"hk �A E*'A' Zk L -A MM4 IL
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH
THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
ZZ
DATE:
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FOR: PEIRMA04ENiT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATIO14 IN UROM AREAS. THE AA SPECTOR MAY
AT ANY TTIMiE RE IPW THE USE OF 00ARRY SPALLS W TW HOG FUEL IS NOT PfW~ DIMENT FROM OEING TfRAMED ONTO
PAVEi>i NT OR II^ THE. HOG FUIELL IS MING CARWp ONTO PAV EA"T.
2.2 I'ENCING SHALL, BE INSTALLED AS NECESSARY TO RE=STRICT T"RAIeM TO TWE CONSTRUCTION ENTRANCE,
2.3. WHENEVER POSSIBLE, THE "TRANCE SHALL BE CONSTAUCMD ON A. FIRM, 00WACTED SUB t tom. THIS CAN SUSSTANTMLY
INCREASE T14E EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MNNTEkWCE.
s: IlEtsf WEE NANCE STAND
3.1. QUARRY SPALLS SHALL. ESE. A UDIRD IF THE PAD IS NO LONGER IN ACCCIAIDANCE WiT'H THE SPECtFICAT- 014S.
3.2, IF THE ENTRANCE IS NOT PREVdEN€ W3 SEDIMENT BEMG TEi3 ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO BEEF THE
STMEETS FREE OF SEDIMENT $ ALL. ESE USM, THIS MAY 010100E STWgEEET SftEP'IING. AN INCfREA EN. THE DM*ASICINS OF THE
ENTRANCE, OR THE INSTALLATION Of THE VSEL WASH. IF WAISHMIG IS USED, #T'SHALL BE; DONEON-' AN ASA CaVERED WITH
(WSHED ROCK. AND WASI+EED WATER SHALL DRAW TO A SEEDNr"T TRAP OR POND
3A. ANY SEiIVAENT THAT IS TRA:CEKE.D ONTO PA~NlT SHALL SE RE#b VM MMA MAT'1=.LY BY SWEEPING. TW_ SE:EAi ENT irC3LLeCTED aY
SWEEPING SHALL EE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL W r BE CLEANED BY WAST`{" DOWN THE STREET,
EXCEPT V"N S'WEEPII #G IS M .FEEGTIVs+I~ ANO THEE IS •A THREAT TO t►UWC SilkPE=TY. IF fT 4En£6AAY TO W�AL H 'ETA STREE TS, A
SMALL 5tiMP MUST BE CONDUCTED: THE SEDIMENT WOOLD'THEN ISE WASHED INTO THE $ENIMIF' VA+HIEFE IT CAN Eys�., ETROIr XD AND
DiSECE LARGED APPROPRIATELY,
344. ANY QUARRY WALLS THAT ARE. LOOSENED FROM THE PAD AND END UP CaNt THE ROADWAY SKALL BE REMOVED OVlE:D IIHMt1EEl)6AT ELY,.
3.5. IF VEMCLES ARE ENTE:ERENID OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION FENCING SHALL BE
INIS`I"AUeD TO CONTR01- TRAPM.
F%t`#� '+'L`s9i.
STD. PLAN 215.10MAK-F, 12008
1 C0011000k OF um
i 9,'I . PLASTIC COVePMG MAY SE USED ON DISTUFOEO AREAS TKAT REOLOW0 COVER WASuRES FDA SSS THAN W DAYS,
IatASTIC A PAAT'iCULAftY US#rFOL FOR PROTECTING OUT AERIC# FILL S"L< AND STOCKPILES.
E 9.3. C i.EM PLASTIC .POSTING MAY BE USED M. R NEWLY-SHIKED ED AREAS TO CFAATV A GMENFtOWS EFFECT AND I~NCl]URAM GRASS
GROWTH, CLEAR PLASTIC 914OULD 140T BE USED FOR TI"Ils PURPOSE :EJtliRl 40TI. SUMMER MONTHS
%.4..
THS ME'/'Eit3!C,] 3*,Vkj„ L N OTBE t3 iEiT til Sld� Cil^' AHTS €inti B' IAAIC HT RE3 PEi�tBE# Y IhtPA.CT f a3Y fitiFlf Fr SU H REAS * CL U STEE PAN U
2, OESIGN lli O16T'ALL.AT101i1 SMOWIl ATK M181
2,1 EAST#C S IMICSHOULD HA(VI~ X MNiMikW TiHICii rESS OF 0.03 MILLAWTERS, '•
i 2,2. F E.ROSIG,3tN AT TW TCW DFA $LOPEE$ LIKELY, A GRAVEL i7R OTHER 3t11TA BLE PROTECTION SHALL OE NOSTALLE:D AT THE TCS
OP THE SLOPE IN ORDER TO REDUCE Ir VELOOTY OF RUNOFP
3, E#IAWTOAAWN STNd11 MPW
11. TOM M'E SHEETS MORN IEIE REPLACED AND OPEN BEAMS REPAWRED,
32 s.^ THE DTIC 1ftGM-TCT DETEIRIt]F?A,TE DE;E TO Eft.-TRAVICU T RAMATiON, IT MOST ME. wOINPL.ETEL.Y' REMOVED .A04D REPLACED
3..1 WHEN THE PLASTIC IS 40 LAR NEEDED, IT S ALL. BE COMPLETELY REMOVE&
ALL
.�..
--wool
.............. .
I . Ct1MirE'ATfI;)MI
SHALI HE PA W060 FOF2 ALL STORM O 7AM IN LETS DOW L.12PE ANO WITHIN WO FEET OF A D iSTURMO OR CONSTRUCTION 1tRE& UNLESS
THE RET THAT ENTER$ THE CATCHEEIASIIN WILL BE C(AVEYED TO A SE ONl 4T PM CR T w,
1,4 W.Y SE USW +>AA YWA IERE AT THE APPLIC?A NTV DISCRETION TO PROTECT DRA NIIA,-SYSTSM.,
1,3, TIS C'G3i►IT RIPUTIMi3 ClRMNIAGE: AREA MOST NOT BE. LARGER THAN I ACRE,
2, DESM AND BMTALLATMN BPEOROA'TI
2:1, PELTTER FABRIC IS ONLY AALLOWE D WERE P04410M WWLL NOT BE A TRAFFIC COME RN AND kVHERF SLOPE EE.ROSON, WILL NOT RESULT 1 F THE
CI.f11M IS OVE R'TY7P' ID BY POWED WE)ATM
2.1 THE SOF AA FILTER FABRIC UNDER GRATES IS GENERALLY fx%I.OK41183` ED AND T HE, USE OF FELLER FAIBF: It OVER GRATES M S RIC LY
L:WIT'>E;3 AMID DMICOU AGED.
3, 4110A rTO64M 1111TANDAM4
�. ANY ACC0MATw3 SEDAlEN1ON ORAROUND IN#LET # 7T TI3PSHALL 3E REMOVED Id#r0LATrLY. r3i#3iS.l
LL TOT BE REMOWD
W"TNEWATER AM ALL W.01MENT MUST BE DISPOSED OF AS 'F#LL.O+t S•sTIE I^t# LkM OFF
WD, FUN -- SIG -20
DEPARTMENT
MARCH 2008
MWS IN Fli-?:FA V EIGS4XL £*- ,F -ti.7£F .
k"NVAS-1;MV:" In A* `Ar ins VAf3Mr'W N't7W'19.
V' MAX-
POS I WAOM We SE 44 A3!E:
10 a, I£ SAP*& wx 2m is USED
2 a- OY I & aa, VWIM Oh
RMAVALENT,, P: STASnYsZAP,:
VFWNGT1 EMP14c:LLma
PIL"MA I`vi@ :kt
2i4?�#I.i:LiT?I6i a''$ilt�h'' -
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#. t. SILT PENCE MAY BE USED Dt WNESL E .IAF ALL DISTURBED AR:V�S,
5.2, SILT;FENCE IS NOT INTE MU) TO TREAT CONaNTRATED FLOWS. WORIS INTEW110 70 TREAT SU65T,ANIT"IAL, AIAOUNTS CF OVERLAND FLOW,
ANY Cpit"ENTR4TE0 FLOW N 0$T E3.� CONVEYED TFERC,TL#OH THE DRAfIr' AGE 'SY'S'TE M TO A, SEDIMENT TRAP OR ;POR D.
a. [liii(iN AIMEEID EMMT'A1i.LI�T10N S�r�FTY:Tif]MFS
TOTEXTII„ E USED MOST MET T�EEr STANDARD LISTED BELLOW A Y OF TI'f MA.NI.#F,�+C'CU RE:T S FABRI 19CMOS
�I�T ME
TWE GE
AVAtABLE ON We.
;R(t5,,,t.,.>rT"�.3`..i2 ,_.,..,.,.,,.,.,.,.. ''ri i�ra+"��'t''�•f23 E.`a}:. �ar2,.2 �+t'i•�i63P3C.ir ,.,,,,
-
'++3\i31C £7cfJF$. v t . 4ntt? s ii t{ y,{�, .1 `.7"Yril4thlRf
}
-- _
2.2. STAWARD S'RE'IiM•N#3TE'# Ft%RIC :RP_QUMG WAE SACK#AHO TO INCREASE THE STRENGTH OF 'THE FENCE, WORE BACKING �'�f. t CLOWR "T
SPAtCIEI4 MAY NE. REQUIRED FOR W#'RA, STRENGTH FABRIC IF FIELD ft AW#4CE: WARRAN S A $TROHMA FENCE.
2.3. VV THE F8CE ES EN$TALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H, IV
2.4. W A TYPIC b. SILT FSNCE I$ U SED THE STANDARD 4X4 TREWK MAY NOT EES REDUCED A LOW AS THEN BOTTOM 6 IN. OF THE SILT FENCE
M V ELL E #ElIR1E13 AND SECURE IN A TRENCH THAT STA89LIZES THE. FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNMRIWNE THE SILT
FENCE.
3. MANEr'tE+*A61W STAOMAOM
3..1.: AtANY°:11AMAOE %4ALt BF REP1AiR IM FOIATiFLY
$.2: EF COWME TRATIED F OES AkRE EV+ DENET UPHILL 00 THE FENCE, TREY MUST BE iNTERCEP TIED AND CONVEYED TO A. SE£DJitR:#ENT TRAP OR POND
3.3, IT E$ NPORTAW TO **CK THE UPHILL SM OF THE FENCE FOR StGW OF THE FENCE CLOGGW,2 AM ACTINIC AS A SSR RI E R TO FLOW AND
$TEEN CAii69M G:WW'iELI AATIONE OF FLCARS 1PAIRALLE V.'TO TFIE F1;NC1E IF THIS CTMVIRS. REPLACE THE F :E OR E'REMOWD THE TRAP
SEXlIRtENT,
3.4. $ 941T MOST BE Rzrlth0VED WHEN SEDIMEW IS 6 INCHES 14GH-
3.5. II` "TK FILTER fASw (CEO f E:XTILE ) HAS: DETEMORATEV DIVE TO ULTRAVIOLET B#RE,AKOMN. §T SHALL BE REPLACE 0.
S. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. t inch = 20 ft.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CALL S11
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BEFORE YOU DIG
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
MARCH 2008
1
BY:
DATE:
B
DATE:Z�2�
BY:
Y
BY:
DATE:
z
o
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4 TV* IMIW44 W£ml"t
1 C0011000k OF um
i 9,'I . PLASTIC COVePMG MAY SE USED ON DISTUFOEO AREAS TKAT REOLOW0 COVER WASuRES FDA SSS THAN W DAYS,
IatASTIC A PAAT'iCULAftY US#rFOL FOR PROTECTING OUT AERIC# FILL S"L< AND STOCKPILES.
E 9.3. C i.EM PLASTIC .POSTING MAY BE USED M. R NEWLY-SHIKED ED AREAS TO CFAATV A GMENFtOWS EFFECT AND I~NCl]URAM GRASS
GROWTH, CLEAR PLASTIC 914OULD 140T BE USED FOR TI"Ils PURPOSE :EJtliRl 40TI. SUMMER MONTHS
%.4..
THS ME'/'Eit3!C,] 3*,Vkj„ L N OTBE t3 iEiT til Sld� Cil^' AHTS €inti B' IAAIC HT RE3 PEi�tBE# Y IhtPA.CT f a3Y fitiFlf Fr SU H REAS * CL U STEE PAN U
2, OESIGN lli O16T'ALL.AT101i1 SMOWIl ATK M181
2,1 EAST#C S IMICSHOULD HA(VI~ X MNiMikW TiHICii rESS OF 0.03 MILLAWTERS, '•
i 2,2. F E.ROSIG,3tN AT TW TCW DFA $LOPEE$ LIKELY, A GRAVEL i7R OTHER 3t11TA BLE PROTECTION SHALL OE NOSTALLE:D AT THE TCS
OP THE SLOPE IN ORDER TO REDUCE Ir VELOOTY OF RUNOFP
3, E#IAWTOAAWN STNd11 MPW
11. TOM M'E SHEETS MORN IEIE REPLACED AND OPEN BEAMS REPAWRED,
32 s.^ THE DTIC 1ftGM-TCT DETEIRIt]F?A,TE DE;E TO Eft.-TRAVICU T RAMATiON, IT MOST ME. wOINPL.ETEL.Y' REMOVED .A04D REPLACED
3..1 WHEN THE PLASTIC IS 40 LAR NEEDED, IT S ALL. BE COMPLETELY REMOVE&
ALL
.�..
--wool
.............. .
I . Ct1MirE'ATfI;)MI
SHALI HE PA W060 FOF2 ALL STORM O 7AM IN LETS DOW L.12PE ANO WITHIN WO FEET OF A D iSTURMO OR CONSTRUCTION 1tRE& UNLESS
THE RET THAT ENTER$ THE CATCHEEIASIIN WILL BE C(AVEYED TO A SE ONl 4T PM CR T w,
1,4 W.Y SE USW +>AA YWA IERE AT THE APPLIC?A NTV DISCRETION TO PROTECT DRA NIIA,-SYSTSM.,
1,3, TIS C'G3i►IT RIPUTIMi3 ClRMNIAGE: AREA MOST NOT BE. LARGER THAN I ACRE,
2, DESM AND BMTALLATMN BPEOROA'TI
2:1, PELTTER FABRIC IS ONLY AALLOWE D WERE P04410M WWLL NOT BE A TRAFFIC COME RN AND kVHERF SLOPE EE.ROSON, WILL NOT RESULT 1 F THE
CI.f11M IS OVE R'TY7P' ID BY POWED WE)ATM
2.1 THE SOF AA FILTER FABRIC UNDER GRATES IS GENERALLY fx%I.OK41183` ED AND T HE, USE OF FELLER FAIBF: It OVER GRATES M S RIC LY
L:WIT'>E;3 AMID DMICOU AGED.
3, 4110A rTO64M 1111TANDAM4
�. ANY ACC0MATw3 SEDAlEN1ON ORAROUND IN#LET # 7T TI3PSHALL 3E REMOVED Id#r0LATrLY. r3i#3iS.l
LL TOT BE REMOWD
W"TNEWATER AM ALL W.01MENT MUST BE DISPOSED OF AS 'F#LL.O+t S•sTIE I^t# LkM OFF
WD, FUN -- SIG -20
DEPARTMENT
MARCH 2008
MWS IN Fli-?:FA V EIGS4XL £*- ,F -ti.7£F .
k"NVAS-1;MV:" In A* `Ar ins VAf3Mr'W N't7W'19.
V' MAX-
POS I WAOM We SE 44 A3!E:
10 a, I£ SAP*& wx 2m is USED
2 a- OY I & aa, VWIM Oh
RMAVALENT,, P: STASnYsZAP,:
VFWNGT1 EMP14c:LLma
PIL"MA I`vi@ :kt
2i4?�#I.i:LiT?I6i a''$ilt�h'' -
{
srsftEw, test eoUWALENT
I
comerrm co U"
#. t. SILT PENCE MAY BE USED Dt WNESL E .IAF ALL DISTURBED AR:V�S,
5.2, SILT;FENCE IS NOT INTE MU) TO TREAT CONaNTRATED FLOWS. WORIS INTEW110 70 TREAT SU65T,ANIT"IAL, AIAOUNTS CF OVERLAND FLOW,
ANY Cpit"ENTR4TE0 FLOW N 0$T E3.� CONVEYED TFERC,TL#OH THE DRAfIr' AGE 'SY'S'TE M TO A, SEDIMENT TRAP OR ;POR D.
a. [liii(iN AIMEEID EMMT'A1i.LI�T10N S�r�FTY:Tif]MFS
TOTEXTII„ E USED MOST MET T�EEr STANDARD LISTED BELLOW A Y OF TI'f MA.NI.#F,�+C'CU RE:T S FABRI 19CMOS
�I�T ME
TWE GE
AVAtABLE ON We.
;R(t5,,,t.,.>rT"�.3`..i2 ,_.,..,.,.,,.,.,.,.. ''ri i�ra+"��'t''�•f23 E.`a}:. �ar2,.2 �+t'i•�i63P3C.ir ,.,,,,
-
'++3\i31C £7cfJF$. v t . 4ntt? s ii t{ y,{�, .1 `.7"Yril4thlRf
}
-- _
2.2. STAWARD S'RE'IiM•N#3TE'# Ft%RIC :RP_QUMG WAE SACK#AHO TO INCREASE THE STRENGTH OF 'THE FENCE, WORE BACKING �'�f. t CLOWR "T
SPAtCIEI4 MAY NE. REQUIRED FOR W#'RA, STRENGTH FABRIC IF FIELD ft AW#4CE: WARRAN S A $TROHMA FENCE.
2.3. VV THE F8CE ES EN$TALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H, IV
2.4. W A TYPIC b. SILT FSNCE I$ U SED THE STANDARD 4X4 TREWK MAY NOT EES REDUCED A LOW AS THEN BOTTOM 6 IN. OF THE SILT FENCE
M V ELL E #ElIR1E13 AND SECURE IN A TRENCH THAT STA89LIZES THE. FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNMRIWNE THE SILT
FENCE.
3. MANEr'tE+*A61W STAOMAOM
3..1.: AtANY°:11AMAOE %4ALt BF REP1AiR IM FOIATiFLY
$.2: EF COWME TRATIED F OES AkRE EV+ DENET UPHILL 00 THE FENCE, TREY MUST BE iNTERCEP TIED AND CONVEYED TO A. SE£DJitR:#ENT TRAP OR POND
3.3, IT E$ NPORTAW TO **CK THE UPHILL SM OF THE FENCE FOR StGW OF THE FENCE CLOGGW,2 AM ACTINIC AS A SSR RI E R TO FLOW AND
$TEEN CAii69M G:WW'iELI AATIONE OF FLCARS 1PAIRALLE V.'TO TFIE F1;NC1E IF THIS CTMVIRS. REPLACE THE F :E OR E'REMOWD THE TRAP
SEXlIRtENT,
3.4. $ 941T MOST BE Rzrlth0VED WHEN SEDIMEW IS 6 INCHES 14GH-
3.5. II` "TK FILTER fASw (CEO f E:XTILE ) HAS: DETEMORATEV DIVE TO ULTRAVIOLET B#RE,AKOMN. §T SHALL BE REPLACE 0.
S. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. t inch = 20 ft.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CALL S11
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BEFORE YOU DIG
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
MARCH 2008
1
BY:
DATE:
B
DATE:Z�2�
BY:
DATE:
BY:
DATE:
JOB NO. SURVEYED: SCALE:
H. CENTRAL ISLAND SHORT PLAT _ _
0- wA p VERTICAL: NAVD 1988 9 10 2015
��, of s� DESIGNED: 1 rr - 20r 3413 NE 7TH STREETFIROMO
�� �� HORIZONTAL: NAD 1983/1991
0�. H . H . PHAN CITY OF PAGE:
1 Land Planning•civil Engineering DRAWN: RENTON, INA X8056
� �' !R
RENTON •
IPBC* L&C
0
5130 South 166th Lane , H. H. PHAN DATUM
N I CHECKED: ONE INCH Plannin /Buildin /Public Works Dept.
/� 42 815 9 9 P E"Cl
6 SeaTae, WA 98 188 `4,p RSV c4' AT FULL SCALE TESC AND VA�
E.0 Off, G IST ,�� IF NOT ONE INCH
T (20) 229-6422 SSI oxAL E��1 APPROVED: SCALE ACCORDINGLY
z N0. REVISION BY DATE APPR PUN AND DETALS 3 S
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ROW CENTERLINE
NE 7TH STREET
13'
10'
VERTICA SAWCUT —
30'
e
PLANTER STRI21P
----i 0.5'
5'
SIDEWALK
1.5%
* 4:1 OR FLATER
4" HMA -J 2" CRUSHED SURFACING
TOP COURSE (CSTC)
6" CRUSHED ROCK
4" CEMENT CONCRETE SIDEWALK
CEMENT CONCRETE TRAFFIC PER COR STD. PLAN 102
CURB & GUTTER
PER COR STD. PLAN 101 4" SANDY PLANTING SOIL
EX. 8" PVC SEWER
NE 7TH ST. -TYNCAL u9ECTM-
ROW
4" POROUS CL Y" HMA
WITH KEVLAR FIBERS
(PG 70-22 POLYMER MODIFIED)
2" CHOKER COURSE
(SEE NOTES ON SHEET 2 OF 8)
z
12" ROCK RESERVOIR COURSE
PERMEABLE BLAST
(SEE NOTES ON SHEET 2 OF 8)
SCALE: NONE
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10'
TRACT "A"
VARIES - 22'TO 24'
PVT. ACCESS ROAD
4" POROUS CL Y2" HMA
WITH KEVLAR FIBERS o
`Y'
(PG 70-22 POLYMER MODIFIED)
4" DI WATER 10' MIN.
2" CHOKER COURSE
(SEE NOTES ON SHEET 2 OF 8)
12" ROCK RESERVOIR COURSE
PERMEABLE BLAST
(SEE NOTES ON SHEET 2 OF 8)
10'
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EXISTING NON -COMPACTED NON -WOVEN GEOTEXTILE ALONG BOTTOM
SCARIFIED SUBGRADE &SIDES PER WSDOT SECTION 9-33.21(1)
TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8)
LONGITUDINAL SLOPE
(5% MAX.) P'. ACCESS RIYMAL -TION
CHECK DAM
(IMPERMEABLE MATERIAL)
NOTE: TO INCREASE INFILTRATION, IMPROVE FLOW ATTENUATION, AND
REDUCE STRUCTURAL PROBLEMS ASSOCIATED WITH SUBGRADE
EROSION ON SLOPES, IMPERMEABLE CHECK DAMS SHALL BE PLACED
ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE. THE
. . . DISTANCE BETWEEN BERMS WILL VARY DEPENDING ON SLOPE BUT
BLOC
,f SHALL BE APPROXIMATELY EVERY SIX INCHES (0.51) OF ELEVATION
CHANGE.
>_I
�e
WEXISTING NON -COMPACTED
Cn \%.—
SCARIFIED SUBGRADE
NON -WOVEN GEOTEXTILE ALONG BOTTOM
SCALE: NONE
ROOF STORMWATER INFILTRATION DRYWELLS WILL BE DESIGNED AND
PERMITTED DURING THE BUILDING PERMIT PHASE. SITE SOILS ARE
CLASSIFIED AS FINE SAND. FOR EVERY 1,000 SQUARE FEET OF TRIBUTARY
IMPERVIOUS SURFACE, 230 CUBIC FEET OF GRAVEL VOLUME IS REQUIRED.
DEPTH OF DRYWELL CAN BE 5 FEET PER GEOTECHNICAL ENGINEER
RECOMMENDATION.
& SIDES PER WSDOT SECTION 9-33.21(1)
TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) Q CONSTRUCT PERMEABLE PAVEMENT PER TYPICAL SECTION THIS SHEET.
PERV*W PAVEMENT C K DAM DETAL
O CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1.
SCALE: NONE O CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1.
REFERENCE 2012 DOE SMMWW - FIGURE 5.3.6 ® 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD,
(CERCIS CANADENSIS) (2" CALIPER).
........................................................,..........,,...........,..............................,................................................................................ PLAN FOR MORE DETAILS
••• •• �•••• ••••• SEE LANDSCAPE LA
............................
5 INSTALL MAILBOX PER COR STD. PLAN H027 H028 & H029. CONTRACTOR
408 � �, , �+..� cc.. ,�.N...:............................. ,........................... ............................ ............................ ............................ .............,,............. � � 408
GO co TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND
O .O .�— N O
00 +
OC
Cn
+ 00
APPROVAL.
404: o M o c°... `O) cn .; 404
II. II
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. . . . . . . . . . . . . . .
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CONSTRUCT
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CITY OF
VA
RENTON
Planning/Building/Public Works Dept.
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RENTON, WA 98056
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SANITARY SEWER NOTES ANDSPEC ATKM:
1. ALL WORK AND WORK MATERIAL
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2. THEN OURS OFW RK IN THE STREET RIGHT OF WAY SH
.ALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
- ---- -----
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
.............. .... .............
'S RESPONSIBILITY TO
........... .......
-- --------- . . .............. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR
. . . ....... 811 WATEA,...
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VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
. .......... ...... . ................ .......
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4. A PRE -CONSTRUCTION CONFERENCE ANDA 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
4.
'S
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR
EX. 8. SEWER
RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
S88049'0 -7"E 95.95
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5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
-N
EX. 8" SS CLEAN OUT SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
ADJUST RIM TO FIN1914. GRADE
e, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
LOT I
(7f012 SQ. FT)
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
CEO 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
EX. HOUSE
0
0 WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
TO REMAIN
10. 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
j
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.
178 LF 8" Nd"SEWER1
@ 0.50% 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORK
.....7 .
DEPARTMENT
11 . ... ..... 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL
51 CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON
PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
1 38.93 9.96 1
DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
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14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE
TRACT A 10 STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
(51412 SQ. FT)
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF
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RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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
10.04
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
ZIP UNYIELDING BASE. PIPE BEDDING SHALL PEA GRAVEL 6 INCHES ABOVE AND BELOW PIPE.
11 LF 6" SIDE SEWER
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
STUB @ 2.0%..21 4"WATER CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
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.............
PER STD. PLAN 406.
SEE SHEET WAII
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR
- - - - - - - - - - - - - - - - -- ._]
MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
I V DIRECTIONS TO MATCH PAVING.
12 X"
14"
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11 N,C, SOCKET HD
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1. e AND 6* CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC,
No. 3698 OR EQUAL. CLEAN CUT SHALL BE A WATER TIGHT ASSEMBLY,
2, IN UNIMPROVED AREAS, POUR A V-0- THtCK, 2:'-0- SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING ANO COVER,
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BEFORE YOU DIG
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JOB NO. bUKVtTtU: SCALE:
I I I I
DESIGNED: 111=20'
H. H. PHAN
DRAWN:
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CHECKED: ONEINCH I
ATFULL SCALE
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APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
- --- - --------------- __
5-386401
I PROPERTY LINE
- ---------
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6" SUILDNG SEWER IRWE SULDING SEMP,
--------------
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SURFACE CLEANOUT IMTH W 3" HIGH BLACK LETTERS AND #6 MIRE
CAST IRON MNG & COVER VRAPPIED AROUND THE STUD AND
MAN IRON WORKS
0 2,(EAST 975 OR APPROVED EWAL EMNDED TO TME TOP OF THE STUD.
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:E. -MANHOLF CONNECTION - ALL CrEANECTI(MS TO MANHOLE% SHA -L 8F
AT MANUFACTURED KNOCK -OUTS OR THE
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MD. PLW
PUBLIC WORKS
DFPAfrMNT
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-------------
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OVER PIPE. HAND TAMP ONLY.
4. PIPC INSTALLATION SHALL BE PER 'SECTION 7-08 OF THE
STANDARD SPECIFRCAPONS-
5, PIPE ZONE MATERIAL 'SHALL BE "GRAVEL BACKFJLL FOR DRAINS',
AS SPECIFIED IN. THE AGGREGATES SECMN OF THE STANDARD
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6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TWO ENSURE FLOW
LINE IS MAINTMNED.
7, TRENCH MOTH SHALL BE PEP, SEC -""EON 2-09.4- OF THE:
STANDARD SPZEC!n�CAPONS.
SM. PLO
Pusu. C WORKS
j"** DEPARTMENT r:0K SAMTAKY
OCTOBER 2012
BY: Dr .
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20 10 0 10 20 10 5 0 5 10
BEFORE YOU DIG
1 inch = 20 ft. 1 inch= 10 ft.
JOB NO. bUKVtTtU: SCALE:
I I I I
DESIGNED: 111=20'
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED: ONEINCH I
ATFULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
- --- - --------------- __
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I PROPERTY LINE
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SURFACE CLEANOUT IMTH W 3" HIGH BLACK LETTERS AND #6 MIRE
CAST IRON MNG & COVER VRAPPIED AROUND THE STUD AND
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MD. PLW
PUBLIC WORKS
DFPAfrMNT
(SMMK MAM TO w LJNK) JANUARY 2013
-------------
W (SEE 11NOTEL ) LIMiTS OF PIPE ZONE
BED,,L)ING f -_OR SANITARY �;EWER PIPE
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T; :PRO�ADE UNIFORM' SUPPORT UNDER BARREL.
2, HAND TAMP UNDER HAUNCHES,
3, COMPACT BEDDING MATERIAL TO 9.5% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPC INSTALLATION SHALL BE PER 'SECTION 7-08 OF THE
STANDARD SPECIFRCAPONS-
5, PIPE ZONE MATERIAL 'SHALL BE "GRAVEL BACKFJLL FOR DRAINS',
AS SPECIFIED IN. THE AGGREGATES SECMN OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL,
6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TWO ENSURE FLOW
LINE IS MAINTMNED.
7, TRENCH MOTH SHALL BE PEP, SEC -""EON 2-09.4- OF THE:
STANDARD SPZEC!n�CAPONS.
SM. PLO
Pusu. C WORKS
j"** DEPARTMENT r:0K SAMTAKY
OCTOBER 2012
BY: Dr .
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Y: DATE:
BY: DATE:
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204 LF4"DI CL 52
WATER UTILITY NOTES AND SPECIFICATIONS
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE
KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES 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 CALL 48-HOUR LOCATORS 800-424-5555.
4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH
AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR
MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA
C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN
DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA
C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C1 10/A21.10.87 OR A COMBINATION OF ANSI/AWWA C1 10/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT
THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH
FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF
ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500)
OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING
TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) 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 OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4
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 WITH 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 STORZ. STORZ ADAPTER SHALL BE
FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT 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 RUBBER
GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL .BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL.
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 WATERMAIN 12 INCHES
AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE
LOWERED TO CLEAR.
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. FT. 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 WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE
WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN
THE PRESENCE OF A REPRESENTATIVE 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
DURING 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 HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. 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 REQUIRED 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
APPLICATIONS, 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 PUBLIC 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 BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE
ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -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 IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT 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 TO A MINIMUM DEPTH OF TWO (2)
INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED,
TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH.
30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE.
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED ARE
HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
1 inch = 20 ft.
VERTICAL GRAPHIC SCALE
10 5 0 5 10
1 inch = 10 ft.
CALL 811
BEFORE YOU DIG
WATER FITTING DATA
1 STA 9+83, 3.6' LT 4O STA 10+29, 8.6' LT
O
CONNECT TO EX. 8" DI 1-8"x6" TEE (MJxFL)
1-8"x8" WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ)
1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ)
1 -CONCRETE THRUST BLOCK 14" GATE VALVE (FLxMJ)
1 -FIRE HYD. ASSY (MJ)
O STA 10+11.26, 4.3' LT 5 LF 6" D.I.
1-8"x8"x45° BEND (MJ) 1 -CONCRETE THRUST BLOCK
1 -CONCRETE THRUST BLOCK
O STA 10+ 15.22, 8.5' LT
1-8"x8"x45° BEND (MJ)
1 -CONCRETE THRUST BLOCK
386401
R=386406
O5 STA 12+33, 7.0' LT
1-4;; CAP & PLUG (MJ)
1-2 BLOW -OFF ASSY. (STD PLAN 340.1)
1 -CONCRETE THRUST BLOCK
V, V, .: • - - i mmaj 12 !1
ky
BY: 4�97.41dkP!t�DATE: Z
/7//57
BY: - DATE:
Aft�
BY: DATE: ittIt 301
BY: DATE:
JOB No. , JURVCTCU: SCALE: CENTRAL ISLAND SHORT PLAT "n"'�•
Q H p VERTICAL: NAVD 1988 7-10-2015
00 �� OF wAs� j DESIGNED: 1 �� - 20' HORIZONTAL: NAD 1983/1991 3413 NE 7TH STREET •
� ��� H. H. PHAN CITY OFPAGE:
RENTON, WA 900056Land Planning Civil Engineering DRAWN: �,N
RENTONMAWNG
LO
/ H. H. PHAN DATUM
IPBC*5130 South 166th Lane .1 CHECKED: ONE INCH Planning/Building/Public Works Dept.
c �, np 42 81A1
Q SeaTac,. WA TCS 1 88 �o�p �� R�� �,� ( AT FULL SCALE WATERPLAN ANDFfll(�X=ILE
,.o Off, GI STE �� IF NOT ONE INCH
> T (2%) 229-6422 �SSIONAL E�APPROVED: SCALE ACCORDINGLY
AND NOTEON0. REVISION BY DATE APPR6 8
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OPEN PATTERN, RETURN BEINC - 180*
2" GALVANIZED IRON PIPE FIELD
LOCATE
2" 90* EI - 80W
CUT OPENING AS REQUIRED, AFTER
T— iNSTALLAT1,10N, GROUT AROOND PIPE,
2" "';NON
2" BEEHIVE STRAINER -N. dr
SH,*RT NIPPLE
/ —2- 'CLOSE NIPPLE
x2 x2 TEE 2" JN*N
17"x.30*' PIAS'PC METEk 8OX EQUAL TO WiD STATES
PLAS11C. 8CF' SERIES 1730-18 )MJH 2' THICK DUCTILE
(RON DIAMC)ND P�,ATF. 18"01" k4SC9C. 17,50W
2' BRONZE GAT" VA.LVE, SCREWED EQUAL
TO RED-Wflll At -E CORP, FIG N
280
2' RE&UENT SEAT GATE VALVE WITH
W/ THREADED ENDS
2" 90* QF-N[)S
BRASS 90* BENS WITH CLOSE
r w.WPPLE BETWEEN BENDIS
2" GALVANIZED JR0N PIPP TO PIT -
CLOSE
T
�fPPLE
12" KON, 2 CORPORATION STOP 90' BEND,
I.P. THREAD TO GOPPER, EQUAL
TO FORID F8 504),
TYP I- K SOFT 'S
COPPER TUBING TO OF
DMIDLE STRAP SERVICE CLAMP WITH 2'*
>PS TAP TO FIT, EQUAL TO MUELLER CO.
L
9(D' ELBOW
D €DL E STRAP SERVICE CLAMP WITH 2"
WASHED GRAVE1, PASSING IPS TAP TO FIT, EQUAL TO MUELLER CO,
112"b AND RETAI
INED ON' Z- XIR AND VACUUM VALVE 2" ASSEMBLY
1/4" MESH' FOR DRAIN APCO NO, 1452C OR EOXJ`iAL,
NOTE:
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT 0 LINE, IF HIGH POINT LAI.S IN A LOCA'TDON
WHERE ASSEMBLY CANNO'7 BEINSTALLED, PROVIDE ADDITIONAL DEP',"H
i
OF LINE TO CREATE A HIGH POINT AT A OCAT!ON WHERE ASSEMBIY
L
CAN BE INSTALLED.
LOCA!'E AIR VACUUM METIER BOX OUl'SiDE. OF TRAPFI(" AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
340.4
SM. fUN
+: 2" AIR& VACUUM RELEASE
ASSEMBLY
A
11-1/4' BEND 22-1/2' B END 45' BEND
--7)
CAP � f �-
TEE 90 BENC
...... . .... 11.11--l-1-- ------ ...... ..... . . .....
IHRUST BLOCK BEARING AREA IN: SQUARE Fl (SEE NOTES) FOR. AHORIZON!'A"L
AND DOWNWARD �SRTICAL BENDS
FIRM StLI -a'R COMPACT $AND
FIRM SILTY SAND
2" SQUARE
COMPACT SAND & GRAVEL
45' SEND
3' ------ r 90.1 4 BEND
9
45-3E40 1-1 1/4'
FiTTING BEID TEE CAP OR PLUG & 22 1/2' BEND TEFF ICAS OR PLUG- i& 22 112-
BEND
7TE CAP OR PLUG 22 1/2'
BEND SEND
7. 0 4, 2
1IS
VALVES IN, PAVED AREASS
SEND
7-- .2 ,7 29 2, 1
9,4 , ,0
2,2
1, 6 6 LID
11�5 14
1 23,3 f 14,7 6-7 a.4 3,4
a 8
63 61 2.53
7,5
120,0 1
14,0 1 14,O 1 5,6
AREAS CALCUS LATED ON 300 PTFS.T PREISSURE, S-0' MIN- COWR FOR WATFRMAIN
LESS THAN 12',
4',-C" MINL COVER FOR WATER -MAIN 12* OR GREATER.
MA)YK,, HEIGHT OF THRUST BLOCK (FT) - 0,,5 x, OEPTH OF 71RENCH
UNE 'MTH 12"
1/8" MIN. TiCKNESS
MIN., 4UGHT OF THRUST BLOCK (FT) - 0.0. pipE t 1,0'
:-ONG COPPER TAILPIECE,
THRUST F
$XDICX OEARING
AREA RET-�RS TO THE
PACE OF BLOCK WASURED
N SQUARE f'--T.T
NO
JES-
i, LOCATION ANn SIZE OF SLOCKING, rCIR PIPE. iAROfR THAN 12'DIAM.FnR AND FOR SiX, TYPES
DIFFERENT THAN S140YiN SHALL BE DETERMINED By THE ENG04ECR,
2. ALL BLOC.KING SHALL BE POURED IN PLACE AGAINST UNDISTURBED, INATI.W. GROUND.
3, ALL POURED THRUST BLOCKS SHk-L BE BACKFULLED AFTER MINI DAY, PRESSURE TESTIN.S
S
HALL OCCUR AFTE4 CONCRETE HAS REACHED NOMINAL COMPREVSJVE, STRENGTH,
4" ALL BLMKING SHALL, RE CONCRETE. CL 5 (I i/22 ),
5, 8[.:0CWWC AGAINST R-TINrAS SHAL: $FA R AGAINST THE GKATF -1, FITTRN4 SU AREA
RFAC
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, AHN'T BOLTS OR GLANDS,*
REASONABLE ACCESS 70 BOL r5 AND Q. -ANDS SHALL BE PRqYMED,
Land Planning Civil Engineering
• 5130 South 166th Lane
SeaTac, WA 981800
T (206) 229-6422
CONCRETE BLOCKING FOR
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
WATER, MAIN --7 I - IF ADDIT'I.ONAL ADJUSTMENT iS
REQUIRED, INSTA
LL 2-2' F'' 0SE
NIPPIE AND 2-2" 90* KND, SCREWED
FIELD LOCAT L PLA'S'PC METE -R BOX IN
AT PHIS PGNT�
2" CLOSE NIPPLE PLAN .f -.\ OR CAST IRON BOX 4'� PAVED
CRETE AREAS,
'R CONW'l t
c
it CLOSE NfPP"-
2" 9,0 P -80W
27 90' E6B0'N-----
2"' GALVANIZED PIPE AS REQUIR"ED
CONCRETE BLOCKING
PLAN
VALVE NUT EXTEN&ON AS REQUIRED
TWO PIECE C.A'�'-)T IRON VA -LV -E 1DWG BR46 PAGE 8090)
1- GROUND {..INECON� TESIDEWALK
EQUAI 70 OLYMPIC FOUNDRY C-01
'STANDARD 8" TOP SECTION, F" k1l AX.
'WITH REGULAR BASE SECTION
LENGTH TO FIT,
7, 7 Nr—
J
2" RESILIENT SEATED 2 1/2" IN'S"T'
GATE VALVE, SCREWED
FN S
CAP WITH GASKET
2" GAL VAN 1 ZET)
PIPE 12" LONG
2
2"x2".xZ' TEE AND 2" CAP " CLOSE NfPPLE
2" CLOSE NIz)PLPE 8E.*WTEE-'N
BETWEEN CAP OR PLUG
AND 90' ELBOW,
AND 2"' 90' ELBOW k
* '" L,9
fNST-44-1- 4 :IFIL POLYETHYLENE 18" 2 9 CE 0 W WAX,
PLASTIC COVER OVER WASHED
GRAVEL, CUT HOLE FOR PIPE
-------- - --
10 CU, FT. WASH El[) (3RAVEL PASSING
1-112" AND RETAINED ON 1/4 M-ESSH
FOR DRAIN
ELEVATI ON,
SM. PIAN 340.1
2"BLOW-OFF
+
PERMANENT ASSEMBLY
A A
PLAN VIEW
WAItR
VALVE BOX i -ID iV,1 T I
...n- ft 15" TO 20" BEHIND BACK G-
E�.-ARS IN ENRE: TION 0`-
c
2" SQUARE
WATER MAIN AND WORD
OPERATING NJ
'7777777� "WATER" CAST I N TO T
SIDEWALK THAT I'S, ADJACENT TO
'424 MIN, I
K
18, MAXJ
41' CONCRETE COLLAR FOR
VALVES IN, PAVED AREASS
4 - 1 4 D
/8" MIN, THICKNESS
p1p
x5".' THI.CK CONCRETE PAD ARGUND
K6
YDRANT, FINISH 70 MA 'CH SICIEWALK.
SEE', DETAIL 2 PIECE CAST IRON VALVE ;I
>
L BOX, RICH -SEA TTLE TYPF y j /
SECTION LENGTH
OR OLYMPIC FOUNDRY
T E i
AS REQUIRED.
AS LRE-QUIRED ENGTI-
WAY INSIALLI METER BOX AT
UNE 'MTH 12"
1/8" MIN. TiCKNESS
:-ONG COPPER TAILPIECE,
-NT
Li /4" INSIDE MEASJREME
SIDEWALK
1
2- /4 DEPTH
A
L1ALLzL--Q-PERATI Q -N' -INIJITEXjj7 N a]
-,-
,V.ALVE. OPERATING NU"i'
EXTENSIONS ARE REQUIRED WHEN VALVENUIT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. ENSIONS XTEARE TO BE-- A
MINIMUM OF
ONE (1) F -OC) ONG, ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, :TEC AS NOTED, AND PAINTED
0TH TWO COATS O�, FETAL PAINT,
Vk VE MARKER IST
VALVE MARKERS SHALL HE EQUAL
TC CARSONITE UTTL[TY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
38"
�PQSJ
V'H 1 T I-" Hit ") '�� T
MD. PLO 330.1
VALVEBOX, MARKER & OPERATING
NUT EXTENSION
*ARE HYDRANT SHAD BE C'-)REE-'T!YPE EQUAL TO IOWA aR
COM M. I I, L F
COI PRFSSi0N- TYPF SUCH AS 'CCLOW MEDALLION-, V &- H 929, LE. R
SUPER CEN'T"JIRION 200, AND WA-ILROUS- PACER WJ- 6" MECCIIANICk.
10�NT INLET WITH LUGS� 5-1
J /4' 411AIN VALVE OPEN' TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPIER,
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4,675" SEATTLE 7HREAD X 510 STORZ, ATTACHED *TH 1/8" STAINLESS
STEIEL CADI'Et 11-1/4' PENTAGON OPE:RATING NUI'. f --RE HYDRANT TO
8E RAINTED WfITIH TWO COATS OF PAkNT. KELLY-- MOORE /PRESEIV-A TIVE
.ANT No. 578fD-563 OTM ACRYLIC OLOSS, SAFETY YELLOW OR
APPRO'40ED EQUAt', PUMPER CONNECTION TO FACE R14DIADWAY OR AS
DIRECTED BY REN TON FfRE DEPARTMENT. FIRE HYDRANT EXTENSION To
BE USE71' IF R-OCIIRr-p"
2
CONCRETE SIDEWALK
RAISED PAVZWENT MARKER TYPE 88--A
O"R PLAN")NG STRIP STIMSONITE TWO-WAY BLUE REPECTIVE
'3 b [N
C OVE R1
/-CONCREIE BLOCKING
T,HR;.,:ST BLOCK MAIN LINE TEE- WITH,.- 6" FLANGE. SIDE OU TIL.ET,
6!' GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO 'FIT
2-3/4' COR -TEN STEEL llf-' RODS,
C 1 6" x 8:e x 4' MININUM 1/2 YARD OF 1 - /4" WASHEC DRAIN RcK
ONCRETE BEARIN(f V ABOVE BOOT FLANGE, PLACES MiL
51-OCK UNDER HYCAANT POLYETHY�-ENE- FHAI AROUND TOP AND SIDES OF
fo' R A % TL
F I R'F
LEVT-L Al -ILL GROUND
EVEL. ALL GR 'JUNE MIN RAOIUS
MW 3' PADJUS
ONE MAN ROCK -\
F.T
z
6" CONCREJE PAD 6' CONCRETE PAD
DL -J T F I
YD R ANT
LOCA TION IN CU' OR '- ILL
M. p1m 30-1
FIRE HYDRANT ASSEMBLY
13'44" PLASV,"C' ME SES BOX EQJAL To PLASPIc,
...n- ft 15" TO 20" BEHIND BACK G-
BY:
DATE:
CURS OR 12" BACK OF
DATE:
BY:
SIDEWALK THAT I'S, ADJACENT TO
IRON DIAMOND PI -Alt L*OUAL 'TO MIS -STA TE1.5 r4LASTK;5,
K
CURB
L E
INC, MSCSC-1324-R WLTH REAE)ER LA) AND 2" f"D DRILLHOU,'
x STORIZ
Two- P*0CIE CAST T IRON VALVE BOX wiTH LUG
p1p
x5".' THI.CK CONCRETE PAD ARGUND
K6
YDRANT, FINISH 70 MA 'CH SICIEWALK.
-
TYPE OVV R� EOUAL TO OLYMPIC FOUNDRY CO.
STANOARD 8" TOP SE70N WITH REGVLAR BASE
TO FIT, VALVE NUT EXTENSION
>
EXPANSiON JOINT AT
SECTION LENGTH
j:N UNIMPROVED RIGHT OF
z
AS REQUIRED.
2
CONCRETE SIDEWALK
RAISED PAVZWENT MARKER TYPE 88--A
O"R PLAN")NG STRIP STIMSONITE TWO-WAY BLUE REPECTIVE
'3 b [N
C OVE R1
/-CONCREIE BLOCKING
T,HR;.,:ST BLOCK MAIN LINE TEE- WITH,.- 6" FLANGE. SIDE OU TIL.ET,
6!' GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO 'FIT
2-3/4' COR -TEN STEEL llf-' RODS,
C 1 6" x 8:e x 4' MININUM 1/2 YARD OF 1 - /4" WASHEC DRAIN RcK
ONCRETE BEARIN(f V ABOVE BOOT FLANGE, PLACES MiL
51-OCK UNDER HYCAANT POLYETHY�-ENE- FHAI AROUND TOP AND SIDES OF
fo' R A % TL
F I R'F
LEVT-L Al -ILL GROUND
EVEL. ALL GR 'JUNE MIN RAOIUS
MW 3' PADJUS
ONE MAN ROCK -\
F.T
z
6" CONCREJE PAD 6' CONCRETE PAD
DL -J T F I
YD R ANT
LOCA TION IN CU' OR '- ILL
M. p1m 30-1
FIRE HYDRANT ASSEMBLY
13'44" PLASV,"C' ME SES BOX EQJAL To PLASPIc,
DATE: 12-19,OZ16
BY:
DATE:
INC. 8CF SERIES MSBCF 1324-18 iia k•# 1.75" THICK DUICTILE
DATE:
BY:
DATE:
IRON DIAMOND PI -Alt L*OUAL 'TO MIS -STA TE1.5 r4LASTK;5,
K
O
L E
INC, MSCSC-1324-R WLTH REAE)ER LA) AND 2" f"D DRILLHOU,'
m
z
m
p1p
FOR T(.),UCHREA,) P3T LID (SEE DETA�L A -A)
>
j:N UNIMPROVED RIGHT OF
z
WAY INSIALLI METER BOX AT
UNE 'MTH 12"
:-ONG COPPER TAILPIECE,
9" ISI IE*
SIDEWALK
. ........... ... Ax V A
f
TOU CH RE AD WATER
M. F, 7, F. R TO BE
I-- --�' 1.4 .-- zxw
z I F
SUPPLIED BY T`H,-
36' MIN co%4-pl
ITY
TYPE "K" SOFT
COPPER. TUBING
NE.W
IRON-
WATE-RMAIN
vF" SERVICE LINE 'TO HOUSE IS OR 1"
DO BE INSTALLED IN THE FUTURE GALVANIZED
IINISTA! L FORD C14-33 OR 44 FiPT PLUG
COMWRE SION COUPLING
DOWN TO CENTERLiNE
OF INATER MAIN 70
PROVIDE SLACK IN' C&PPERSFORD
W E TEE R,
ERVICE LINE T, ') VBH 72-1 , 5W -.44-33G, OR McDONALD BRASS,, 21-215WC0033;, OR
MUEL!"ERi 3/4-8-2470-21 WITH ANCLE HAUI.- 'VAIW ON INLET AND
StNGLE'. CHECK VALVE ON OUTLET
CORPORATION STQP WlI'll-i BALL VAI Ci P rTMP 1 r Rv VB -H 72 15,E -44-44Go
, R
TAPERED THREAD CC). QU>.CK JOINT MtDONALD BRASS, 21-415WC0044, OR MUELLEW 1-8-2470-2
(3/4'" 1=81000-3-0) OR AY MCDONAL") 4.7018 BOTH INLET AND OUTLET WITH QUICK JOINT, PADLOCK VANGS QN'
11. FEI1000-4-0" OR Ay MCDONALD 4701B INLET ANGLE BAL; 'v'ALVE AND SINGLE CHECK VALVE ON OUJLET,
ALL SHALL BE 00I4 QUICK JOINT.
N 0 "11"
ALL METER BOXES INSTALLED WITHiN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY, CXPANStON JOINTIS MUSH BE INSTALLED ON
BOTH SIDES OF METE' 80xz
DRILL 2" DIAHOLE FOR AMR (AUTOMATIC
METEIR READ) TWOHREAD DEVICE
NEAREST
.1 2-1/2" MIN, FROM
AND FRONT EDGE Of PIT UD
TYP CAL
RIB
\1 r
, JTE-
THE CENTER OF THE HOLE MUST BE AT LEAS! I' FROM
JNDERNEATH RIBS UNLESS THE' RIB 'SPACING ALtOW'S THE
NUT TO, TIGHTEN AGAINST THE 0PENI S10E I F MORE' THAN
ONE IRIS,
JOB NO. I I SURVEYED: ISCALE:
AND I" WATER SERVICE PLO 300.1
r
VERTICAL: NAVD 1988
DESIGNED: HORIZONTAL: NAD 1983/1991
H. H. PHAN
DRAWN:
H.- H. PHAN DATUM
CHECKED: ONEINCH I
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
TESTING DETAIL
.Lie f"r
0 NEW D.1, WATER LINE
TAPRNG TEE (MJxFL) VERTICAL CR,0SS(MIJxFL) FOR POLYPIGGING
TAPPqNG GATE VALVE (FL XNIJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2' PLUG
TEMPORARY PLUC (1t j) M"TH 2 -INCH TAP 1 --BLIND Ft.ANIGE ON BOTTOM
AND 2 -INCH BLOW -OFF ASSEMBLY '-PLUG(w) WaH 2TAP & 2� BLOW -OFF
CONCRETE R-OCKING TEMPORARY' BLOCK
z
m
FINAL CONNECTION DETAIL
NEW D.1, WATER LINE
\A AETER ALL CLEANING BY POLYPIiG, PRESSURE TESTING
AND DISINFEC'nON, REMOVE TEMPORAY BLOCK & BLOW -01r
AND CONNECT TO VALVE WTH D-1 SLEEVE (M4) 0,1, SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES-
1TAPPING wEES SHALL. BE MADE. OF CAST IRON, DUCTILE IRON OR
EPDXY-COATED STEEL. BOLTS AND NUTS $HAL BE COR -TEN- ALL TEES
AND VALVES SHALL BE WATER TESTED SEFORE TAP
Z. NO SIZE ONWE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
;-EAST 2' SMALLER OtAMETER THAN THE EXISTING MAft
3, NO WET TAP ON ASEW-STOS CEMENT LINE OR STEEL LINE
4, WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE DY
SPEER TAP OR SUPERIOR TAPPING INC.
S. CONTRACTOR SHALL POTHOLE AND WRIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STIJ6 AND SHALL START LAYING6 THE NEW
JNE AT THE SAME HORIZONIAL ANO VERTICAL ALIONWINIT OF THE EXISTING
STUB.
6, CITY FORCF-S WILL PERFORM THE FINAL CONNECT- FROM THE WATER UNE
TO THE TAPPING VALVE WITH 0.1, SLEEVE AND 0J, SPOOL.
3001
CONNECTtON TO WATER MAIN WITH
+
TAPPING TEE & VALVE
1 1 �
� 1 1 �'
CITY OF
RENTON
Planning/Building/Public Works Dept.
mow-, I 'V1 -N V
am 004
a
6
BY:
DATE: 12-19,OZ16
BY:
DATE:
BY:
DATE:
BY:
DATE:
CENTRAL ISLAND SHORT PLAT
3413 NE 7TH STREET
RENTON, WA 900056
mill A
:ark
D.
8-10-2015
r' -'0•
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