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EROSION CONTROL NOTES
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 DURA11ON 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 LOCA11ON 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 30) SHALL BE IMMEDIATELY STABILIZED WITHTHE 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 1 AND MARCH 301NCLUSIVE, 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 REWIRING 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 TIDE 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 PAWNG. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1STTHROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOL 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 RETENTION/DETENTION 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. 1), 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 IAP OF THOSE AREAS TO BE SEEDED AND THOSE
AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CIN OF RENTON FOR REVIEW.
•
Consulting Engineers
1601 Fifth Avenue, Suite 1600
Seattle, Washington 98101-3665
(206) 622-5822 FaX (206) 622-813o
1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05
SURFACE WATER STANDARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING DUST BE HELD
BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
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 CITYOF RENTON PUBIC 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.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY
OTHER CONSTRUCTION (E.G. 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 U1ILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY 114R000H
SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE
CIN OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUC11ON EASEMENTS NECESSARY
BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED U11LI11ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE
CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE
WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
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 U1ILITY 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 RESTORAT10N 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 NTH
ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC NARKS DEPARTMENT, SURFACE WATER
UTILITY SEC110N.
15. ALL PIPE
AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDA11ON IN ACCORDANCE NTH 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 FOUNDA11ON 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 UDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOgCING
LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND
BUILDING SETBACKS LINES.
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 OFF 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 - 709 PASSING;
2 - 4 INCH ROCK / 30 - 409 PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 209 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 DWENSIONED,
CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS
APPROVED FOR INFILTRATION BY THE CIN. 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 CIN 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 SEC11ONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY NTH SPECIAL REQUIREMENT #6 OF
THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RTIC 4-3-050).
UCP U14001164
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OEXISTING STREET SIGNS SHALL BE STORED
AND/OR PROTECTED DURING CONSTRUCTION.
SIGNS SHALL BE REINSTALLED BEHIND SIDEWALK
IN ACCORDANCE WITH CITY OF RENTON STREET
IMPROVEMENT REQUIREMENTS (TYP.).
O2 CONNECTSD PIPE TO EXISTING STORM DRAINAGE
CB.
Q REFER TO ELECTRICAL PLANS FOR STREET LIGHT
TYPE, FOUNDATION, CONDUITS AND WIRING.
O REFER TO LANDSCAPE PLANS FOR TREE TYPES
AND CALIPER.
O5 GAS MAIN EXTENSION AND SURFACE
RESTORATION BY PSE AT OWNER'S EXPENSE,
UNDER SEPARATE ROW PERMIT.
6O REFER TO SOOS CREEK PLANS FOR WATER
METERS AND FIRE HYDRANT LOCATION AND
INSTALLATION.
O7
INSTALLATION OF CONDUITS FOR COMMUNICATION
SHALL CONFORM WITH THE UTILITY PURVEYOR
REQUIREMENTS.
8 ALL PAVEMENT RESTORATION OF THE PUBLIC
STREETS SHALL BE CONSTRUCTED PER THE CIN
OF RENTON TRENCH RESTORATION STANDARDS.
9 ALL CURB RAMPS SHALL BE ADA COMPLIANT.
UTILITY NOTES:
1. ROUTING OF COMMUNICATION CONDUITS, GAS
SERVICES AND MINNdUM RESTORATION ARE NOTED
FOR COORDINATION BETMiEEN UTILITIES, EXISTING
FEATURES, AND PROPOSED IMPROVEMENTS.
REFER TO THE UTILITY PROVIDER LAYOUTS AND
DESIGNS FOR THE EXACT FOOTING, TRENCHING
AND RESTORATION.
2. CONTRACTOR SHALL COORDINATE WITH THE
UTILITY PURVEYORS FOR THE INSTALLATION OF
THEIR RESPECTIVE SERVICES TO ENSURE THAT
SERVICES TO BUILDING ARE INSTALLED IN A
TIMELY MANNER.
3. CONTRACTOR SHALL FURNISH CONDUITS AND
PULL STRING, AND BE RESPONSIBLE FOR
TRENCHING, BACKFILL AND COMPACTION FOR
POWER CONDUITS AND TRANSFORMER VAULT
INSTALLED BY PSE.
4. ALL NEW STORM DRAIN SHALL BE VIDEO
INSPECTED. V1DE0'S SHALL BE SUBMITTED TO
THE CIN.
374103
CITY OF RENTON
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OEXISTING STREET SIGNS SHALL BE STORED AND/OR
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WITH CIN OF RENTON STREET IMPROVEMENT
REQUIREMENTS (TYP.).
O2 CONNECTSD PIPE TO EXISTING STORM DRAINAGE CB.
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CALIPER.
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O6 REFER TO SOOS CREEK PLANS FOR WATER METERS
AND FIRE HYDRANT LOCATION AND INSTALLATION.
O7 INSTALLATION OF CONDUITS FOR COMMUNICATION
SHALL CONFORM WITH THE UTILITY PURVEYOR
REQUIREMENTS.
8 ALL PAVEMENT RESTORATION OF THE PUBLIC
STREETS SHALL BE CONSTRUCTED PER THE CITY OF ---
RENTON TRENCH RESTORATION STANDARDS.
9 ALL CURB RAMPS SHALL BE ADA COMPLIANT.
UTILITY NOTES:
1. ROUTING OF COMMUNICATION CONDUITS, GAS
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FOR COORDINATION BETWEEN UTILITIES, EXISTING
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CITY OF RENTON
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NOTES:,
OEXISTING STREET SIGNS SHALL BE STORED
AND/OR PROTECTED DURING CONSTRUCTION.
SIGNS SHALL BE REINSTALLED BEHIND SIDEWALK
IN ACCORDANCE WITH CITY OF RENTON STREET
IMPROVEMENT REQUIREMENTS (TYP.).
OZ CONNECTSD PIPE TO EXISTING STORM DRAINAGE
CB.
O3 REFER TO ELECTRICAL PLANS FOR STREET LIGHT
TYPE, FOUNDATION, CONDUITS AND WIRING.
O REFER TO LANDSCAPE PLANS FOR TREE TYPES
AND CALIPER.
5 GAS MAIN EXTENSION AND SURFACE
RESTORATION BY PSE AT OWNER'S EXPENSE,
UNDER SEPARATE ROW PERMIT.
6O REFER TO SODS CREEK PLANS FOR WATER
DIETERS AND FIRE HYDRANT LOCATION AND
INSTALLATION.
O7 INSTALLATION OF CONDUITS FOR COMMUNICATION
SHALL CONFORM WITH THE UTILITY PURVEYOR
REQUIREMENTS.
8 ALL PAVEMENT RESTORATION OF THE PUBLIC
STREETS SHALL BE CONSTRUCTED PER THE CITY
OF RENTON TRENCH RESTORATION STANDARDS.
9 ALL CURB RAMPS SHALL BE ADA COMPLIANT.
UTILITY NOTES:
1. ROUTING OF COMMUNICATION CONDUITS, GAS
SERVICES AND MINIMUM RESTORATION ARE NOTED
FOR COORDINATION BETWEEN UTILITIES, EXISTING
FEATURES, AND PROPOSED IMPROVEMENTS. REFER
TO THE UTILITY PROVIDER LAYOUTS AND DESIGNS
FOR THE EXACT FOOTING, TRENCHING AND
RESTORATION.
2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY
PURVEYORS FOR THE INSTALLATION OF THEIR
RESPECTIVE SERVICES TO ENSURE THAT SERVICES TO
BUILDING ARE I N STALLED IN A 11MELY MANNER.
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CITY OF RENTON
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O EXISTING STREET SIGNS SHALL BE STORED
AND/OR PROTECTED DURING CONSTRUCTION.
SIGNS SHALL BE REINSTALLED BEHIND SIDEWALK
IN ACCORDANCE WITH CITY OF RENTON STREET
IMPROVEMENT REQUIREMENTS (TYP.).
O2 CONNECTSD PIPE TO EXISTING STORM DRAINAGE
CB.
O3 REFER TO ELECTRICAL PLANS FOR STREET LIGHT
TYPE, FOUNDATION, CONDUITS AND WRING.
O REFER TO LANDSCAPE PLANS FOR TREE TYPES
AND CALIPER.
5 GAS MAIN EXTENSION AND SURFACE
RESTORATION BY PSE AT OWNER'S EXPENSE,
UNDER SEPARATE ROW PERMIT.
O6 REFER TO SOOS CREEK PLANS FOR WATER
METERS AND FIRE HYDRANT LOCATION AND
INSTALLATION.
O7 INSTALLATION OF CONDUITS FOR COMMUNICATION
SHALL CONFORM WITH THE UTILITY PURVEYOR
REQUIREMENTS.
8 ALL PAVEMENT RESTORA11ON OF THE PUBLIC
STREETS SHALL BE CONSTRUCTED PER THE CITY
OF RENTON TRENCH RESTORATION STANDARDS.
9 ALL CURB RAMPS SHALL BE ADA COMPLIANT.
UTILITY NOTES:
1. ROUTING OF COMMUNICATION CONDUITS, GAS
SERVICES AND MINIMUM RESTORATION ARE NOTED
FOR COORDINATION BETWEEN UTILITIES, EXISTING
FEATURES, AND PROPOSED IMPROVEMENTS. REFER
TO THE UTILITY PROVIDER LAYOUTS AND DESIGNS
FOR THE EXACT FOOTING, TRENCHING AND
RESTORATION.
2. CONTRACTOR SHALL COORDINATE NTH THE UTILITY
PURVEYORS FOR THE INSTALLATION OF THEIR
RESPECTIVE SERVICES TO ENSURE THAT SERVICES TO
BUILDING ARE INSTALLED IN A TIMELY MANNER.
o 10 20 40
1 inch = 20 rpt
T-314106
CITY OF RENTON
Approved by: � � �— Date: •i/•zei�r
I Approved by: ��` Date: 9/All
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ate:
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LLJ
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to
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N
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Qk
C:)
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CD
00
00
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in
0
1.0
tn
(ZI
'LANE LINE
MARKING
3'�
MIN.
7
STANDARD VEHICLE WHEEL PATH
3
MIN. MIN,
---.ACP CLASS*
ti
N M I N
6" CRUSHED
SURFACING TOP
2" CLASS 'S'
COURSE
EDGE OF PAVEMENT,
2 SA CUT AND REMOVE
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4-OOOW OR CENTER OF LANE LINE
-------- 2,5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
CIP CLALCS 'E' '60 SHALL BE
STP-ET-
PRANCIPA LCTOR ARTERIAt, INDUSTRIAL
L/MINOP/COLIE
*MlNtk4UM A'
ACCESS STREETS 6" ACP CLASS 'E' or 'B1.
RESIDENTIAL ACCESS, STREETS 2" ACP CLASS 'E' or '8',
N07E
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED U,ciINC, AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND DVERLAY
DETERMINING PAVEMENT THICKNESS,
FOR FLEXIBLE PAVEMENT
ADOPTED
arY DF PIWDN
STANDAM FLAMS
LST DAM, 02/05
tri /2004tMIOM00111M k0tt$
I -
REIVIS ON I BY pig DWG. NAME. H032 SP PAGE:
I DATE
4
I V211
Alternative reinforcing designs are acceptable in
lieu of the rib design.
rI
2 3, Refer to Standard Specification gmO5.15(2) for additional
- ------------
requirements
4. For Frame details. see City of Renton
A Standard Plan 204,00,
a 1112,
61A~41 HAN[
'1C WORKS
[atPT BL
'PAHTMENT
RECTAN ii1i.AR SOLID
M TA& CIOWK
•
Consulting Engineers
1601 Fifth Avenue, Suite 1600
Seattle, Washington 98101-3665
(206) 622-5822 Fox (206) 6222-81,30
SM. PLAN 204.10
1/4 SECTION NW 32 TOWW 0 11111111% After Oft A LSftP= Iftlim
4
: I
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7N J 7
Mil� r�,
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F !_�iFE E,�! THL EN -1.
T ---
F:-,;`:, TI 1_'1�)N( R'�
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PA VF Mi' T
- - -------- 1- 7 ------ - - - - ----------------- I -
I-!' _,X'41- 5"_:PE!
of
B A F �1�, E N! T U_, ----------- L
-- - ------ ------------ --- - ----
MINI
- ---------
V 6: TE I= `7 D SSU R. FACTI N
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t,°i ri j
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r.
4 T E RT E T� C
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J,%.! 4
I. : R
F�, J
TYPICA-T� PATCH FOR RD7,11) PAVF',W"eNT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
MY OF RENrON
�-"I!ANDARD PLANS
----- ----------- --- - -- 1Zr DATE:
- ----- - ----- - - --------- - - - ------
............. ................
---i T_ r 1 11 _C1 t, n L
w) of
X
xx Vx
t.
;!THIS of PjCA?,
5.7,[t.. mi-.
bii�[ fill fc,r
A. 11111111MM a" Coacireft 1111111"
man n
W
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7"
Fr,/ ZZ
iomrksof PW " ,
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- _111►
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f-pw'!tioEmm M mn mm �_:i
frx Z*�, LW
a. P*o - Arch Indilts-amillillim
RigO Pipe NOTES=
1- pe carijiuclian hirnits5hown on thiii plan are for pipe
construction i P, an embankment- For pipe constructon
a trench, Itio NwIzorital limits of tt* pipe cornpaGloon
zone shal be the walls of the trench.
2- Ail steel and aluminum pipe arid pipe-arctift sha-I be
Mstalilp-d in artfartitan th design A
3- Concrete p1pe with elliptical reinforcement shall be
mstaked in acc*rdance with des-ign A.
4- Concrete pipe, plain or with c ftiutirrei�rtforcernent, shelf
be iilstaWdwith design A.
5 0 U is equal to 9* outs,deduarrTeler of a pipe or the
outside swan of pipe -arch, The dimensions stwmn as
0.0. wilt 3maximutm shall be 0.D_ unfol 0.IDr e;.�ttaJS
3 ; at which point .3- shall be used,
1'fot diaryieters 12" throw
h 4X and spans throLqh
may, 2'-0' for d am.eterr. greater t1w 42' and spans
greater than 150 .
VV [sker) "aw 4)
Intra CE pipe Zonk
_.r ... ..r _ .." ' , / _,
1
pir,p Z
�r& 0il
27'r I _n. ai'd LjroL
A 4'
6, min., pvw `7"t r;
Bedding fw Flexiblo 1114m
Flexible Pipe NOTE
1. Provide uniform support under barrels,
2, Hand tamp under haunches.
3. Compact bedding ryiateriW to 954x; max. density dirKuy
over pipe, hand tamp only.
A. See 'EKcavaticin and preparation of Trench" in sanivary
Wwars section of ft slandard WSDOTIAPWA
specifications for trench wkith NW and trenching
-to will be the actual trench width-
options- The pipe zor
The mi4murr. oDcicrate width "lir be I I: Com- - 18'.
5, Trench baCkI`14 shall Gonfortri losaaflilling Sewer
Trendws' I r; the sanitary sewers secition- of the
WSDOVAPWA standard; spWficativ-is, except ilia'
rocs or lumps larger than 1' per foot of pike diameter
steal I FOD1 be used In the bacWill ri-iaWial,
6. See -deciding Materiat for FexiblePipe" in aggrz ates
sectiort of (tie WSOOTIAPWA slanclaro speclAwtions
for the materiail specifical.3ons.
sackfill material placed in 0,6 iarypi-, and
compacted to 95% max.mum diinsity.
Method 8 or C cwipactlon (WSD0TiAPWA
standard I
Pipe
Er �t?�,'j J,-,f_q -.j
'J!
d d, 1 i I
Girr,::uiar pipe12t'
wnc., LCPE, GMP
(diameter)
2' to 24'
t'
30* to 96"
diarn, 12
102" to IN"
48"
pipe - arch
metal only
(span)
18" to 36"
-- --------------------------------------------------------------
---------------------------------------------------------- ------------------ -------------------------------------------------------------------------------------------------
span 13
®r-.111 o,f-h Fj��_
481,
t 19
Specificatitar3 .3_
84"• F) 4'
Ir t
5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with
Standard Spel�ftShOn 9-04.3-
77'
•121
X :1 n 7 n
Ib o s e, ---z J
Ye.-
04*
t Ir `J
12 1
e
G.29
J,1
eyi, re 5C_i,]Fe fef D, F ML C_, E D
P01 i ee d e Y1V DOn' n e ed e
17*
r.
4 T E RT E T� C
F
7
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J,%.! 4
I. : R
F�, J
TYPICA-T� PATCH FOR RD7,11) PAVF',W"eNT
PAVEMENT PATCHING
AND RESTORATION DETAIL
ADOPTED
MY OF RENrON
�-"I!ANDARD PLANS
----- ----------- --- - -- 1Zr DATE:
- ----- - ----- - - --------- - - - ------
............. ................
---i T_ r 1 11 _C1 t, n L
w) of
X
xx Vx
t.
;!THIS of PjCA?,
5.7,[t.. mi-.
bii�[ fill fc,r
A. 11111111MM a" Coacireft 1111111"
man n
W
t.0 11 MW
7"
Fr,/ ZZ
iomrksof PW " ,
----------
--------- 11-15-5 risa �tlo
- _111►
_41 -
f-pw'!tioEmm M mn mm �_:i
frx Z*�, LW
a. P*o - Arch Indilts-amillillim
RigO Pipe NOTES=
1- pe carijiuclian hirnits5hown on thiii plan are for pipe
construction i P, an embankment- For pipe constructon
a trench, Itio NwIzorital limits of tt* pipe cornpaGloon
zone shal be the walls of the trench.
2- Ail steel and aluminum pipe arid pipe-arctift sha-I be
Mstalilp-d in artfartitan th design A
3- Concrete p1pe with elliptical reinforcement shall be
mstaked in acc*rdance with des-ign A.
4- Concrete pipe, plain or with c ftiutirrei�rtforcernent, shelf
be iilstaWdwith design A.
5 0 U is equal to 9* outs,deduarrTeler of a pipe or the
outside swan of pipe -arch, The dimensions stwmn as
0.0. wilt 3maximutm shall be 0.D_ unfol 0.IDr e;.�ttaJS
3 ; at which point .3- shall be used,
1'fot diaryieters 12" throw
h 4X and spans throLqh
may, 2'-0' for d am.eterr. greater t1w 42' and spans
greater than 150 .
VV [sker) "aw 4)
Intra CE pipe Zonk
_.r ... ..r _ .." ' , / _,
1
pir,p Z
�r& 0il
27'r I _n. ai'd LjroL
A 4'
6, min., pvw `7"t r;
Bedding fw Flexiblo 1114m
Flexible Pipe NOTE
1. Provide uniform support under barrels,
2, Hand tamp under haunches.
3. Compact bedding ryiateriW to 954x; max. density dirKuy
over pipe, hand tamp only.
A. See 'EKcavaticin and preparation of Trench" in sanivary
Wwars section of ft slandard WSDOTIAPWA
specifications for trench wkith NW and trenching
-to will be the actual trench width-
options- The pipe zor
The mi4murr. oDcicrate width "lir be I I: Com- - 18'.
5, Trench baCkI`14 shall Gonfortri losaaflilling Sewer
Trendws' I r; the sanitary sewers secition- of the
WSDOVAPWA standard; spWficativ-is, except ilia'
rocs or lumps larger than 1' per foot of pike diameter
steal I FOD1 be used In the bacWill ri-iaWial,
6. See -deciding Materiat for FexiblePipe" in aggrz ates
sectiort of (tie WSOOTIAPWA slanclaro speclAwtions
for the materiail specifical.3ons.
sackfill material placed in 0,6 iarypi-, and
compacted to 95% max.mum diinsity.
Method 8 or C cwipactlon (WSD0TiAPWA
standard I
Pipe
Size
Min. (ftt.
bet*%en
banvis
Girr,::uiar pipe12t'
wnc., LCPE, GMP
(diameter)
2' to 24'
BASIN R. 1,
ALL
-ONCRE WALL WALL
DIAMETER il, CPSS"
&W 7 Al.
30* to 96"
diarn, 12
102" to IN"
48"
pipe - arch
metal only
(span)
18" to 36"
12"
------- - ----------
43" tri 142"
span 13
148" to 1W
481,
WD. PLM 220.00
+
PUBLIC WORKS FUM COIWACTUM
+
DEPARTMENT
Daft" A"D "CKFILL
MARCI-11 2008
NO.
REVISION
S
CATCH BASIN FIRM* AND VANED GRATE (DETAIL, 204.00�
HANDHOLD
-
RECTANWIR-AADJUSTMENT SECTION
Oy OR CIRCULAIR ADJUSTMENT SECTICON - - -------------- -
OUT, TYPICAL (SEE NOTE 5y
7
#L_
FLAT SLAB T()P
Z
4r- t,4*� CC. Y14"UN 3E'
MORTAR ITYP
71,
Eq,
J
_--T7
M�IRIAR. F LLET n'r
GRAVEL' MArtLL MR
SEPARATE SA' INTEGRAL BASE
r_A$TN-J71LACE PRECASIMTH RISER
PROG
I - . T ;i4aw"EL 6w_,�K.Itiu FOR
F`01F Zuwr ItEnm4r,
SEPARATE BASE CATCH BASIN DiNignsioNs
rtE"M _T
MIN
`
CATCH
BASIN
DIAMETER
WALL BASE MAXIMUM
�KNOCKOLJT
THICKNESS THICKNESS.
THICSIZE
DISTANCE
BETWEEN
KNocK,-xj1rs
BASE REINF 0RCING STEEL
m2 A, IN EACH DIREC70N
__
--------------_-_-------- - -----
SEPARATE BASE INTEGRAi- BASE
2. The bottom of the precast catch basin :may be sloped to facHitete cle"N.
BASIN R. 1,
ALL
-ONCRE WALL WALL
DIAMETER il, CPSS"
&W 7 Al.
PVC PVC
8'
013
GAS
54'
4-5-
8"
42
4-
42 15 4. 4;.0
0,19
t 19
Specificatitar3 .3_
84"• F) 4'
60- -,46' 4W
5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with
Standard Spel�ftShOn 9-04.3-
77'
•121
13td- Spec. s-05.12(9~7
ZSid. SPitc. 9-05A2(2))
0,36
1 G.24
04*
g. i
12 1
039
G.29
17*
84'
035
1129
OWTIM
i PIPE ALLOWANICaS
I No steps are required when height is 4' or less-
I CATCH PIPE MATERIAL. WITH MAXIMUM INSIDE CRAMM.R
----------------- - -------------- - ---------- -
2. The bottom of the precast catch basin :may be sloped to facHitete cle"N.
BASIN R. 1,
ALL
-ONCRE WALL WALL
DIAMETER il, CPSS"
&W 7 Al.
PVC PVC
3 The rectangular frame and grate must be installedv#O the Range down,
The frame be the
Zd' 34 24' 1 2
------------------- ----- - ------ I -------- -
may cast Into ad�Iustrnerit section.
r
Knockouts shall have a wall thickness of 2"minimurn to 2.5' maxitnum. Provide
6 Er 4X Itr
a 1. 5' minimum gap between Me knockout wall and the outside of the pipe. After
4-
42 15 4. 4;.0
the pipe is installed, Fill the gap WLith joint nwtar in acoordence with Standard
----------- ---------------- - ----------------------------- ------------ --------
-------
f
Specificatitar3 .3_
84"• F) 4'
60- -,46' 4W
5 All grade rings, nsers, and casungs shail be W in nvxtw in acc4wdance with
Standard Spel�ftShOn 9-04.3-
PtAy ylene SI Pip- S
C.OfftjIj-,iibad � eSturm SeWef (W. Spec. 0-05.20 �
13td- Spec. s-05.12(9~7
ZSid. SPitc. 9-05A2(2))
PL" 101.00
+ PU1.31,R7 WORK CATCH EIA MI TYKE 2
DEPARTMENT
Ili ARC14 2008
Voe fittiIIII't
A -TI
fZ
�,prV�
5��f z.l
�p3 � No33.
fe.
Hp32
No3�'
UCP U14001164
TRIAD
AS NOTED OF
AGC SZ
WA
41111111111 RENTON
TAD
I an RIM DA I ff MLI
SZ NM Planning/Building/Public Works Dept.
AGC
. .......... .. .. . .. .. ..... . . .. .. .. ...... .... . .. .. .. . ..
TOP
NOTUS
TNs frame' designed to aoftar
-orriModate 20" 241 grates
-
covers
2 Provide two holes in the frame that are vertically aligned with t
he grate or cover slots, Tap each hole to accept
a 518" - I I NC x 2" alien head calp scraw.
Location of bolt down Wes varies among different
-4-
I -
; manufacturers,
-------- --------------------------------------------------------------------------
rrrrFFlI
-
4 ------------
- - ------ --------------------------------- - ------ - -------------
- - - -------
---- - --------
j- R*fer to Standard Specification 9-06.15(2) for add itio"I
requirements.
$WTI"
RECESSED ALLEN
HEAD CAF' SCRE WY
I I NC x 2'
-RATE
111111110111110TWC V"M
%
FRAME
7aka
1
2 112'
NOLT4�11 WTAUL
WrA& f a
AL MLAit,14L." SM. PLAN -X04.00
F"J'13tilt' WORK:S RMT F"ME
+
DEPARTMENT
MARCH 2008
CITY OF RENTON
Approved by: Date:
Approved by: Date: 8' �.
Approved by: Date-,
Approved by: Date:
VANTAGE POINT APARTMENTS
STREET IMPROVEMENT PLANS
DETAILS
cb;-f-'�� `flog
8-19-2014
POAL.
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FEIAIIED PARTS SHAti- BE FAF7CRY
1-
PRPMED AN[,' P(D'4'DER 1 !"�,A7ED
F'�N�S' QQL',_J'R,- RA- 9005TY, J7
P_R1Sii')'E SERkLS (CYIIP'A
LJkliNAIRE (1iVATAGE
P_ R PLANS. 4;C00K CC', 120-277V
UNih IRSAI iJf �VFR, ti BAR
RHI'D ACY_!C LENS, �Y CYCLC;NE
L
`C-R ARDPOVED E" -JA' CRIVER
T H,
S -ib, -L 8t, INTEG"RIA), T E
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OR STREET E HT
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SASE 9Y CYCi_CNF
'OR, APPR
NEE T
i.6" DIAD"ETER
BASE
FOR NDA 10N OFTAILS,
POLE ELEVATION
+ PLIBLIC WORKS
DEPARTMENT
'4 C. ,A 1, S_ C) TS
11
0 1 N D PO TCl
A CC E P_ 'i N G I "x 3 6 x4 _
0t) W) A T: CN
GALVANIZED STEEL
0
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#4 hoops
06/12/14
#
Addendum #4
G"i,C)UNI'll,
'0
In
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1 to 2"
2"-0" 1%+N uNDER
diameter plastic drain
6
2 4BARS,
A
7
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00125/14
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"TER "itiD; IT
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STATED .07 �,ER`N'SE ON
0t) W) A T: CN
P' -ANS
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#4 hoops
06/12/14
#
Addendum #4
G"i,C)UNI'll,
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In
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1 to 2"
2"-0" 1%+N uNDER
diameter plastic drain
6
1 61
A
7
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00125/14
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6" M i N BEYOND
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All'- 'talc BD
F_O,U#4DATIONI-DETAILS
STD. PLAN 116.1
NEIGHBORHOOD STREET 9 'LWPR ED:
PEDESTRIAN LUMMMAIRE Ov
FIXTURE A11160 POLE DETAILS
DAO
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0
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06/12/14
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Addendum #4
07/02/14
'0
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�1
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U7
diameter plastic drain
6
1 61
09/18/14
7
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00125/14
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06/12/14
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Addendum #4
07/02/14
3
PWM Revision
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diameter plastic drain
6
1 61
09/18/14
7
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00125/14
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PLAN VIEW
SIZE TO FIT
CABINET
6"
4114
FRONT VIEW
CONDUIT ENTR. AREA
SIZE TO FIT
CABINET
Grace Level
44
4
SIDE VIEW
STREET LIGHT CONTACTOR FOUNDATION
—Snim to plumb
--See Note 3
+ #4 hoops
#4 bar each corner
----------
zt
6" MIN
`-3/8" diameter plastic drain
SIDE VIE
Cabinet depth.._ 1'-6"
SIDE VIE
-Cabinet depth_ 1'-6" ---
+ 2"
T
C4 I
#4 bar each
corner
=
C14
+
#4 bar each
corner
PLAN VIEW PLAN VIEW
PAD MOUNT PAD MOUNT
CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION
For NOTES see Std. Plan 126.2
SM. —
PUBLIC WORKS CABINET FOUNDATION DETAILS PLAN 126.1
+1
1+ DEPARTMENT
A —8 Alk n—
Aj I—IV W PF 7
TJ D V Ef
0
r---
1 /A >> LOAD
LINE
EPDXY FILL
INLINE SPLICE
VVYL brLI�,t
CCC CC KIT
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
STANDARD PLANS
I_9T DATE: 04/04
DWG. NAME: J013 SP PAGE: J013
PERMIT #U14005176
T-314112
TRES WEST ENGINEERS, INC.
2702 SOUTH 42ND STREET, SUITE 301
TACOMA, WA 04&7315
253 472 3300 P
253 472 3463 IF
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DRAWING ISSUE
DESIGN DEV. 11/08/13
COORDINATION 01115/14
SITE SUBMITTAL 02/10/14
PERMIT SUBMITTAL 03/04/14
BID CHECK SET 03/31/14
PERMIT REVISION 05/07/14
BID SET MAY 2014 05/15/14
ADDENDUM 06/12/14
ADDENDUM 4 07/02/14
PERMIT REV 07/16/14
PERMIT REV/MYLAR 08/19/14
PERMT REVII 09/15/14
MECHANICAL PERMIT 09/18/14
ELECTRICAL VE 09/25/14
PERMT/MYLAR1 09/29/14
No
REV
—Shim to plumb
09/29/2014
Permit Revision
-----See Note 3
+
#4 hoops
06/12/14
r--#4 bar each corner
Addendum #4
07/02/14
3
PWM Revision
6" MIN
1 to 2"
PWft* ROVI
diameter plastic drain
SIDE VIE
-Cabinet depth_ 1'-6" ---
+ 2"
T
C4 I
#4 bar each
corner
=
C14
+
#4 bar each
corner
PLAN VIEW PLAN VIEW
PAD MOUNT PAD MOUNT
CONTROLLER CABINET FOUNDATION BATTERY BACKUP SYSTEM (BBS) FOUNDATION
For NOTES see Std. Plan 126.2
SM. —
PUBLIC WORKS CABINET FOUNDATION DETAILS PLAN 126.1
+1
1+ DEPARTMENT
A —8 Alk n—
Aj I—IV W PF 7
TJ D V Ef
0
r---
1 /A >> LOAD
LINE
EPDXY FILL
INLINE SPLICE
VVYL brLI�,t
CCC CC KIT
FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF RENTON
STANDARD PLANS
I_9T DATE: 04/04
DWG. NAME: J013 SP PAGE: J013
PERMIT #U14005176
T-314112
TRES WEST ENGINEERS, INC.
2702 SOUTH 42ND STREET, SUITE 301
TACOMA, WA 04&7315
253 472 3300 P
253 472 3463 IF
- R'A'4A
L
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0
Z'
JJI
W
U)
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aoale.
W Uj
z
W �
Cn Z
0 Uj
0 CL
CL
UJ >
Uj
0
U = ac 0
C)
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o
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Q o 0
rn �
DRAWING ISSUE
DESIGN DEV. 11/08/13
COORDINATION 01115/14
SITE SUBMITTAL 02/10/14
PERMIT SUBMITTAL 03/04/14
BID CHECK SET 03/31/14
PERMIT REVISION 05/07/14
BID SET MAY 2014 05/15/14
ADDENDUM 06/12/14
ADDENDUM 4 07/02/14
PERMIT REV 07/16/14
PERMIT REV/MYLAR 08/19/14
PERMT REVII 09/15/14
MECHANICAL PERMIT 09/18/14
ELECTRICAL VE 09/25/14
PERMT/MYLAR1 09/29/14
No
REV
DATE
09/29/2014
Permit Revision
05107/14
Al
Addendum #1
06/12/14
A2
Addendum #4
07/02/14
3
PWM Revision
07/16/14
5
PWft* ROVI
015/14
6
11111111111111chwlical Permit
09/18/14
7
Ellsdricol VE
00125/14
DRAWING; TITILE
ROADWAY LIGHTING
DETAIL
SCALE:
NONE
PLOT DATE:
09/29/2014
PRINCIPAL:
SJR
PROJ. MGR.:
DJC
DRAFTER:
KJL
SHEET NO.
PM
:4
IIS
7
orn
0-0
_j
—
100
U)z
Opp
TO
LOSUBJECT
OMN
rn 0 0)
PM
:4
IIS
7
I