HomeMy WebLinkAboutP_Civil Construction Plans_171003_v2co
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— — — — —
— —
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- -
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- -
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AXIS LAND SURVEYING
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KIRKLAND, WA 98034-7723
GUTTER, FLOW, & CURB LINE
WITH VANED GRATE
—
CONTACT: MITCH EVANS, PLS
CENTER LINE
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1417 NE 80TH STREET
EASEMENT
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— — — — —
— —
BUILDING SETBACK LINE (BSBL)
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PROPOSED SANITARY SEWER AND WATER
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t FIRE HYDRANT
— — — — —
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REDUCER
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ADAPTOR (FLxMJ)
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SURVEY LEGEND
SYMBOLLEGEND
SECTION CORNER
00*04 QUARTER CORNER
0 FOUND PK/MAG NAIL
SET BENCHMARK
FOUND MONUMENTIN CASE
O FOUND REBAR AND CAP AS NOTED
POWER TRANSFORMER
POWER VAULT
POWER METER
GUY ANCHOR
STREET LIGHT
® GAS METER
10 CABLE TV RISER
❑ TELECOMMUNICATIONS RISER
-6- POWER POLE W/ TRANSFORMER
_41F_ POWER POLE W/ UNDERGROUND CONDUIT
CXX�10 ROCKERY
® SANITARY SEWER MANHOLE
■ YARD DRAIN
< CULVERT
P WETLAND FLAG
_1L SIGN
SYL SINGLE YELLOW LINE
FVC FACE OF VERTICAL CURB
BFNC BOARD FENCE
VFNC VINYL BOARD FENCE
HWFNC HOGWIRE FENCE
LINE LEGEND
...
DITCH LINE
SS
SANITARY SEWER LINE
SID
STORM DRAIN LINE
12"D
OVERHEAD POWER LINE
— — — OT
OVERHEAD TELECOMMUNICATIONS LINE
GRAVEL
OVERHEAD POWER AND TELECOMMUNICATIONS
GAS
GAS LINE PER PSE ASBUILTS
X X X—
CHAIN LINK FENCE LINE
—X X X—
WOOD FENCE LINE
+
WIRE FENCE LINE
®
EXISTING RETAINING WALL
HATCH LEGEND
AXIS LAND SURVEYING
0 12"A
CONCRETE
ASPHALT
a°. , . •
PAVING
PAVING
12"D
BUILDINGS
WETLANDS
MAPLE
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ENGINEER:
SURFACE
DRAWING NO:
TREELEGEND
C1
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12"C
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12"COT
COTTONWOOD
12"CY
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12"D
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OREGON ASH
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HEARING EXAMINERS CONDITIONS OF APPROVAL:
1. The SEPA responsible official shall issue a revised SEPA addendum that provides for consistency with the
terms of this decision. If the SEPA responsible official determines in its independent discretion that revisions needed
for consistency are not consistent with SEPA, the official shall file a request for reconsideration so that this decision
may be revised accordingly.
2. Tract H shall be developed for emergency access only along with a gate that prevents general vehicular
access from 32nd PI. The emergency access shall conform to applicable fire access standards as modified by the
authority of the Fire Chief and other personnel with appropriate administrative jurisdiction. To the extent compatible
with emergency access improvements, a pedestrian pathway shall be included across Tract H to the extent
necessary as determined by planning staff to provide safe walking conditions to and from school bus stops. The
applicant shall supply proof of emergency access rights across Tract H prior to final plat approval to the Current
Planning Manager. The final plat shall depict Tract H as emergency access only.
3. An emergency turn -around shall be added to the project site as found necessary by the Fire Chief to conform
to applicable fire standards.
4. The applicant shall provide landscaping within Tract H that visually screens the shared driveway within Tract H
from the abutting residential properties. A final detailed landscape plan shall be submitted to and approved by the
Current Planning Project Manager prior to construction permit issuance.
5. The applicant shall provide a permanent four -foot (4') to six foot (6') tall fence outside the shoulders of the
Tract H emergency access. The applicant shall coordinate with the neighboring property owners prior to construction.
The fence shall maintain compliance with height and vision clearance sections of the code. A fencing detail, location
and cross section shall be identified on the final landscaping plan. The final detailed landscape plan shall be
submitted to and approved by the Current Planning Project Manager prior to construction permit issuance.
6. The applicant shall install a wood, split -rail fence with wetland signage along the west boundary of Category III
wetland buffer. The fence (with signage) shall be constructed prior to recording the final short plat. The final
landscape plan shall include all specifications for fencing and signage and shall be submitted to, and approved by,
the Current Planning Project Manager prior to engineering permit approval.
7. Prior to final plat approval the applicant shall acquire modifications, waivers or variances as deemed necessary
by the Current Planning Manager to establish conformance of the existing internal access road with applicable street
standards. The Current Planning Manager may determine that the existing access road is not subject to some or all
currently adopted street standards because the road qualifies as a legal nonconforming use subject to the provisions
of Chapter 4-10 RMC.
1. Project construction shall be required to comply with the recommendations found in the Geotechnical
Engineering Study prepared by Geotech Consultants, Inc. dated May 27, 2014 or an updated report submitted at a
later date.
2. The applicant shall plat all trees that are within the 50 -foot standard wetland buffer by hand and without heavy
machinery. To the greatest extent feasible, these trees should be planted in areas where invasive species are
present. A tree planting plan shall be provided to the Current Planning Project Manager for review and approval prior
to construction permit issuance.
3. The applicant shall provide a minimum 12- to 15 -foot wide utility access easement to the stormwater tract
(Tract D) for maintenance and operation of the utility. The easement shall be recorded and documentation provided
to the City prior to approval the issuance of the construction permit application.
4. The applicant shall provide a shared driveway through the existing Winsper Division No. 1 Subdivision tracts
(Tracts G and H) that are consistent with the shared private driveway stand of the Renton Municipal Code (RMC
4-6-060K). The private access roads shall meet the minimum necessary to provide for safe and effective access for
the existing residents, proposed residents, and fire and emergency vehicles.
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SHEET INDEX:
1
SF 162nd S 2
3
4
5
fpAmerican Classic ,1
Homes Real Estate - w
S 31st St i1S
SITE a o RollingNjllsTc
S .32nd P1 a
4
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D I r:rsiel O Erre �
DOS. MSi: s 3 rtn P1 51 s
S�.ti76th St BE Petravilsky Rd
®,Spring Glen
r Shopping Center
Palley Ct ildren's Clinic U w
a �
a
? 4a m o n
N
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valley Medical Center ,
SF_ 1801h Ss
180th S1 SYV 4 SI 43rd St
t SE IatS\5ti
a
4' SE t82ncl
VICINITY MAP
NO SCALE
LEGAL DESCRIPTION
THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33'31"
WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF;
THENCE SOUTH 1 °52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE
TERMINUS OF SAID LINE;
TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106
FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE
KENT-RENTION ROAD, COUNTY ROAD NO. 80;
EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT.
DATUM
NAVD '88
CONTROL
FOUND PUNCH IN 1/2" BRASS PIN IN 4"X4" CONC. MON DOWN 0.6' IN CASE AT THE CONSTRUCTED INTERSECTION
OF S 31ST ST AND SMITHERS COURT S. THIS MONUMENT IS AN ALTERNATE TO THE CORNER COMMONUMENT TO
SECTIONS 29 AND 30, TOWNSHIP 23 NORTH, RANGE 5 EAST.
below.
CITY OF RENTON CONTROL POINT #1862
Know whaft FOUND PUNCH IN 1-1/2" BRASS DISC IN CONC. DOWN 0.45' IN CASE IN CENTERLINE OF TALBOT RD, OPPOSITE
HOUSE NO. 3023, 55 FEET NORTH OF THE CENTERLINE OF S 168TH ST.
Call before you dig■ CITY OF RENTON CONTROL#1494
JJJ 8/15/17 JJJ SURVEYED: SCALE:
SURVEYED VERTICAL: NAVD 1988
DESIGNED: CITY O F
SCALE HORIZONTAL: NAD 1983/183/1 991
At:::��
?
DRAWN:
JJJ RENTON
JJJ ONE INCHDATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
iii IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
111
GENERAL INFORMATION:
COVER SHEET
TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN
GRADING AND DRAINAGE PLAN AND PROFILES
GRADING AND DRAINAGE DETAILS
SANITARY SEWER AND WATER PLAN AND PROFILE
SANITARY SEWER AND WATER DETAILS
EMERGENCY ACCESS ROAD LANDSCAPE PLAN
EMERGENCY ACCESS ROAD LANDSCAPE PLAN
DEVELOPER:
Q
s 2r:h st n 6
1040 WEST LAKE SAMMAMISH
SITE AREA:
PARKWAY SE
DISTURBED AREA:
d a
��aOn
a o
FILL SOURCE:
yo 9 `' 8
ENGINEER:
LAND DEVELOPMENT ADVISORS, LLC
DRAWING NO:
k•�r�
C1
SF 166th St
•!'
m
fpAmerican Classic ,1
Homes Real Estate - w
S 31st St i1S
SITE a o RollingNjllsTc
S .32nd P1 a
4
N � m
'_C '.7(10h St
3�d c
�a
w�nSr �p
�a
S
C:lar on Sr ,i, Life Community Chub.
D I r:rsiel O Erre �
DOS. MSi: s 3 rtn P1 51 s
S�.ti76th St BE Petravilsky Rd
®,Spring Glen
r Shopping Center
Palley Ct ildren's Clinic U w
a �
a
? 4a m o n
N
H S Capt m
valley Medical Center ,
SF_ 1801h Ss
180th S1 SYV 4 SI 43rd St
t SE IatS\5ti
a
4' SE t82ncl
VICINITY MAP
NO SCALE
LEGAL DESCRIPTION
THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89°33'31"
WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF;
THENCE SOUTH 1 °52'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE
TERMINUS OF SAID LINE;
TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106
FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE
KENT-RENTION ROAD, COUNTY ROAD NO. 80;
EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT.
DATUM
NAVD '88
CONTROL
FOUND PUNCH IN 1/2" BRASS PIN IN 4"X4" CONC. MON DOWN 0.6' IN CASE AT THE CONSTRUCTED INTERSECTION
OF S 31ST ST AND SMITHERS COURT S. THIS MONUMENT IS AN ALTERNATE TO THE CORNER COMMONUMENT TO
SECTIONS 29 AND 30, TOWNSHIP 23 NORTH, RANGE 5 EAST.
below.
CITY OF RENTON CONTROL POINT #1862
Know whaft FOUND PUNCH IN 1-1/2" BRASS DISC IN CONC. DOWN 0.45' IN CASE IN CENTERLINE OF TALBOT RD, OPPOSITE
HOUSE NO. 3023, 55 FEET NORTH OF THE CENTERLINE OF S 168TH ST.
Call before you dig■ CITY OF RENTON CONTROL#1494
JJJ 8/15/17 JJJ SURVEYED: SCALE:
SURVEYED VERTICAL: NAVD 1988
DESIGNED: CITY O F
SCALE HORIZONTAL: NAD 1983/183/1 991
At:::��
?
DRAWN:
JJJ RENTON
JJJ ONE INCHDATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
iii IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
111
GENERAL INFORMATION:
COVER SHEET
TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN
GRADING AND DRAINAGE PLAN AND PROFILES
GRADING AND DRAINAGE DETAILS
SANITARY SEWER AND WATER PLAN AND PROFILE
SANITARY SEWER AND WATER DETAILS
EMERGENCY ACCESS ROAD LANDSCAPE PLAN
EMERGENCY ACCESS ROAD LANDSCAPE PLAN
DEVELOPER:
RAD HOLDINGS, LLC
ZONING:
1040 WEST LAKE SAMMAMISH
SITE AREA:
PARKWAY SE
DISTURBED AREA:
BELLEVUE, WASHINGTON 98008
APPROXIMATE EARTHWORK:
PHONE: 206-715-4559
FILL SOURCE:
CONTACT: RORY DEES
ENGINEER:
LAND DEVELOPMENT ADVISORS, LLC
DRAWING NO:
12865 SE 47TH PLACE
C1
BELLEVUE, WASHINGTON 98006
PHONE: 425-466-5203
SHEET:OF:
18
CONTACT: JON W. NELSON, P.E.
SURVEYOR:
AXIS LAND SURVEYING
13005 NE 126TH PLACE
KIRKLAND, WA 98034-7723
PHONE: 425-823-5700
CONTACT: MITCH EVANS, PLS
LANDSCAPE ARCHITECT:
GHA LANDSCAPE ARCHITECTS
1417 NE 80TH STREET
SEATTLE, WA 98115-4351
PHONE: 206-522-2334
CONTACT: NEIL BUCHANAN
TAX PARCEL No.
3023059028
ZONING:
R-8
SITE AREA:
2.29 ACRES
DISTURBED AREA:
0.17 ACRES (INCLUDES ON AND OFFSITE)
APPROXIMATE EARTHWORK:
60 CUBIC YARDS CUT
FILL SOURCE:
NA
DISPOSAL SOURCE:
TO BE DETERMINED
�AM
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O
R-395301 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
d
VALLEY VUE SHORT PLAT
RAD HOLDINGS LLC
COVER SHEET
ie
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V )
LU
D
DATE:
8/15/2017
i
FIELDBOOK: BOOK
/
PAGE` PAGE
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DRAWING NO:
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SHEET:OF:
18
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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 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 TROUGH MARCH 30TH) OR
SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) 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 1 AND MARCH 30 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 30TH, 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 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 MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED
SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
17. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE APPROVED AFTER
CONSTRUCTION ACTIVITY IS COMPLETE.
-rpH .9) s 8716 m4 oo
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1E 6 PVC. IN NW. =166.75'
lE 8 PVC. OUT S.=166.06'
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8" CPP IE 168.65 (NW)
12" CMP IE 168.39 (NE)
12" CMP IE 168.37 (SW)
S. 32ND PL.
CB PROTECTION (TYP)
_SEE DETAIL THIS SHEET.
INSTALL ON ALL CB'S
WITHIN %4 MILE OF THE SITE.
�Ej V /lE C .
TREES TO BE REMOVED:
4-10"OA
1 - 16" OA
O -
M = 188.62'
E 12"CMP IN E.=184.93'
E 12"CMP OUT W.=184.76'
IE 8 PVC IN N.=185.15'
1 PER CITY COMMENTS
R7
G40M1101 101,11
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
W
DESIGNED:
JJJ
DATE:
8/15/2017
FIELDBOOK: BOOK
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JJJ
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ea ter; wlJ!r CItlITe 7ANOe -
a"AIMLEMA- tHr;AYTI mw IHHIIRe
LL WHENEVER POSORLE, THE ENTRANCE SHALL SECOMPRUMED ON A FIRM, DOMMOTEDSIISORAOE, THRs OAR OU39TAWMLLY
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SPACsq N1AY SE REgNREO KlllP�tiRASR1ENrITH rFS41C r FlCLtl FERrORYANL'E AWIS'IANTSA�1TT10NERFEIC6
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S19iEEPIN>I SHALL BE REMOVED OR GVMI Imn ON II'rE. THE PAVUNMt SHALLNgt MMAMeC SY*ASHlMO DOWN TME STREET
1. Slgihl llNc: InNr1>;Lx4 ori apIBG3 4e el! n wl1NYLQiRtAf! luN.nceW.
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SMALL MOON "LV OON C=WI. THE IECILENiahli
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dd RIS immiTAmr'TDCHECIL rH° UPHLLSIOE OFTHE FElYOE FCR IISM OF THE F'ENLEDLOMNOAMC ACT142 ASA SAME ItTO FLOW 4W
3.4, AWQL*RIRY SPALLS THAN ARE LOOSENED FROL1 THE. PAQANO ENO UPON ThE RC1AOiNPAY SHALLSE REWVE0 RLMMTELY,
THE N CALINFOR 0HANNEU6ATdi 01- RON F-PAMI LM TO THE FCIlO1, IY TFH 000U U, RF RMI! 7HE rENOE 0 i REIfIONIM THE TW
3.11 IF VMFSLEI ARE ENTERING1 OR EOTI NO THE 27ED AT POINTS'07MM THAN THE 00 RMTWOTIM EYTRANWSj FENOI40 SHALL BE
LEMUENT.
NSTALL ED TO CONTROL TRAFFp,
Si. MOMENT 66017 0E RH3YIOME3 WHEY SEI R1EN' I1 A INCHM HE{
9. TIAtt7liWil ]Iy7Mn Mr. 4W4 rwrs>wl 911Yl9FODw71FNllprrq'➢rseuetll Hlrwld
IS IF TFE FILTER FAIlRIC MEOTEILTI Er HAS CETEiIORATED CJE TO XT RAVOLEr IREANM* 1Y, IT SHALL E RE 3LN0E0
!, rn�rm mWrRal>.m! Iti>.uutira�lrca viF 1L•lreatl S�1mllm Edll �fi}
WORK'S
SILT FENCE
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1fACfCE[ 2008MARCH
80OB
11ARCH E009
1 PER CITY COMMENTS
R7
G40M1101 101,11
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
W
DESIGNED:
JJJ
DATE:
8/15/2017
FIELDBOOK: BOOK
DRAWN:
JJJ
w
DRAWING NO:
J
CHECKED:
JJJ
BY
DATE
APPR
APPROVED:
JJJ
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
■ CITY OF
1;%R] RENTON
vW0■
Planning/Building/Public Works Dept.
\ ACA 1
EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE
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. GRADE AND STABILIZE CONSTRUCTION ROADS.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE
WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
9. 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.
10. 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.
11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS
REMOVED IF APPROPRIATE.
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TEPORARY EROSION AND SEDIMENT
CONTROL PLAN
1
�J
VJ
W
DATE:
8/15/2017
FIELDBOOK: BOOK
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cO6. ^:>• �: ^. • cEt co cR ^ ^� ADJUST EXIST. YARD T -BAR POSTS 184. 6 - _ _ -ACA1 I
/ / FENCE RELOCATION TO BE COORDINATED cp 1
\ <1 ^ �� DRAIN AS REO'D J I pt 1
w CULVERT J.. RlI BY CONTRACTOR WITH HOMEOWNER _( 1
IE NW. END=153.56' / \E 4 FLEX OUS PRIOR TO CONSTRUCTION. - I
NO SE. END FOUND `S
GASGAS
0�2Dee,
�^STA: 0+40; 16'LOCKING BARRIER GATE ` 1 N." I II W/KNOX-BOX, PER FIRE MARSHALL °� °� BUILDING o oa a �APPROVAL. SEE DETAIL SHEET 4.�TPH.94B57750400\\�����BUILDING��� &N0 &N��16'EMERGENCY ACCEo RELOCATE EXIST. I I , I I
ASPHALT PEDESTRIAN I I II 10 O
SEE PROFILE A G ELEC. STRUCTURES AS REO'D �O DO �O I Q ; I \0 � � o 0
PATH AROUND END OF \ \ I c' i UNDER SEPERATE PERMIT I `v�Qo rr JJ i O
GATE. 2 CLEAR ALL SITESII
STA: 0+24 OFFSET: 0.0' I I _ 1' DEDICATION FOR
CB -1 \ I - DRIVEWAY APRON ��� ; L I I
TYPE 1 W/ RECTANGULAR I I RIM 81°74.W %
VANED GRATE 8 -PW IE 170hl \
�p�log4o�77�004�00
DRIVEWAY APRON PER COR
STD. PLAN 104.1
40 0 20 40 80
1"=40'
4' TO 6' FENCE, LOCA77ON TO BE COORDINATED
W17H PROPERTY OWNERS PRIOR TO CONS7RUC77ON
4" MIN. COMPT. DEPTH HMA CLASS 1/2"
2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE4" MIN. COMPT. DEP7H CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS B) MAY BE REQUIRED PENDING SOIL CONDITIACCESS ROAD SECTION STA: 0+15.29 TO 1+21
t'1&*9 na
6" DEPTH CRUSHED
SURFACING TOP COURSE
4" MIN. COMPT. DEPTH HMA CLASS 1/2"2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4" MIN. COMPT. DEP7H CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS B) MAYBE REQUIRED PENDING SOIL CONDITIACCESS ROAD SECTION STA:1+35 TO 2+06.35
NOT TO SCALE
g�o�77�00��0
RIM = 172.8
IE = 170.36 (12" DI, S)
APPROX. LOCATION
EX. WATER
JJJ
18
m
17
r
DESIGNED:
JJJ
m
++
Oo
N
D
17
II II
O
- EXISTING GROUND @ ci
Z
16
8 -INCH SS
IE=166.7 +/-
�SSIYH�753�
RIM = 173.20'
IE 8 PVC. IN E.=166.28'
IE 6 PVC. IN NW.=166.75'
IE 8 P C . OUT S.=166.06'
STORATION PER COR /
STD. PLAN H032.1
Lo if.
8/15/17
JJJ
SURVEYED:
SURVEYED
Lo
DESIGNED:
JJJ
u)
++
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O
II II
CHECKED:
JJJ
- EXISTING GROUND @ ci
Q
AP P R
nu
cU)
STA: 0+64.46
w
CO CC
PVI
ELEV=173.81
w
ii K=8.84
=15.00
(.0't(D LO
M m M ao
M M- M
LO I` r- r-
+ -+-
C) II o 11
w w
Q Q MIN. C
U
U
Im
w
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118' -
CO -11
18' -
CO -1 -
RE=173.6
IE=167.4
0+50
- - - i%ciP ie 17a 7a N (S)h - - - - - - P cpm 2»PLUM
S. 32N -D PL.
52'12" DI SID
SEE PROFILE B - - - -
8" CPP IE 168.65 (NW)
12" CMP IE 168.39 (NE)
12" CMP IE 168.37 (SW)
12" DI IE = 170.36 N (NEW)
H 6 �-9188.62' -
1 = 1 12"CMP IN E.=184.93'
I E. OUT 12"CMP OUT W.=184.76'
lE C = 177.10 IE 8"PVC IN N.=185.15'
COMPLIANCE WITH THE ON-SITE BMP REQUIREMENTS
! FOUND IN APPENDIX C OF THE 2017 RSWDM SHALL BE
MET AT THE TIME OF BUILDING PERMIT REVIEW FOR
THE HOMES AT 3106 AND 3112 TALBOT ROAD S.
co
M
M T
+
II �
� II
U) w
m
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FINISHED GROUND @ rL
EP: 2+06.35
180
175
CO -2
RE=174.3 170
I E=170.2
165
�130LF6"SS@2.69%
1+00 1+50
SCALE: 1" = 40' HORIZ.
1 " = 10' VERT.
PROFILE - A
1 1 PER CITY COMMENTS
NO.
REVISION
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
DESIGNED:
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DRAWN:
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CHECKED:
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BY
DATE
AP P R
APPROVED:
JJJ
I I
u
Lu
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6L I
W ALL GRADING FOR THE ACCESS ROAD INSTALLATION
SHALL BE DONE WITHIN THE LIMITS OF THE TRACT
UNLESS A TEMPORARY CONSTRUCTION EASEMENT
IS OBTAINED FROM THE ADJACENT PROPERTY
OWNERS.
EXIST. GROUND AT
CENTER OF PIPE
APPROX. LOCATION
:T TO EXIST. CB EX. SS
IE = 170.36
NEW 12" DI APPROX. LOCATION
EX. W CB -1
RIM = 172.8
m IE = 170.36 (12" DI, S)
r
170-
<
7 D 170
MIN. 1' SEPARATION,
16 165 OTHERWISE USE ETHA
zFOAM PAD.
52'-12" DI SD AT 0.5%
0+00 0 6
SCALE: 1" = 40' HORIZ.
1" = 10' VERT.
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PROFILE - B
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
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CITY OF
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RENTON
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Planning/Building/Public Works Dept.
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Call before you dig.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
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PAGE' PAGE W
DRAWING NO: J
GRADING AND DRAINAGE PLAN C3 J
AND PROFILESQ
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ALTYNATNCM PMMOAYI MAN 4MOT1OM
i! PUBLIC Ill CA`IrCH 11"IN T PIP 1 111M' PUN - A'bc
Ili DEPARTZENT
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1. TO COVER OROR46TIN13OFAOATOHRAM II I NOT NGROUTMToFINAL ORAGMILWILTHIPIIALILAMMTKMIOFTHE PAVEIIlIf1'
"ARTTHE ER,dTOH ORBLOEWALI(IN WHIOH rT ETO r3E PLACED WA IIMN OT AND MR.PERYMIION TFE E FTER MOAN Bi
L IMM8BOLLLNNOTBE �INTtlP� IFRAE�R ADE. THEWITH
UM. N OF mH 1lANDII LpbT,gX7-0I.S.
I. AT ryC�ONTIlUOIIa LAYER OF 610111 aHALL N PLA CCA pRiWRIV AWXIIIIIIIENT N�NOIAMD EIi�IC0 PRIORR TO PLACEMENT.
6. A0.11MUENTgEOLEIIE 13F �OMBtM 9EGIIiO�VIEOTYMETER iqoMiOTllE p ArrDFTiIE<I{alU81YE�NrRdERONWIRINON"MIXGIIOUT
E. GROUTING BETWEEN ADMOMENT MOTION OHALI 61. MOLTER TIGHT.
7. ORI 16 TO BE NOM-ENRIM TYPE GROW MEETIM H4UOWN RC NAY SHRINOM THE I NMIMTCOMPRIMAIN STFOWN MALL PER
4APill aAT ANDARD ER APWAAT FOR
apEOIFICrIT1011&70.a
B. PI4AI LIFII HOLES ARE TO BG GROUTEO71I7TEFI TIGHT,
PUBLC Tom CATCH 111"IN 1171•'TALLATION � PLAN - Oog'80
DEPAR'MNT
1fARL9! 111078
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 MUST 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 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 PLAN 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 UTILITY 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 THROUGH
SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY
THE CITY OF RENTON.
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 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 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.
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
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.
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:
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. 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. 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. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR
DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE,TELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY THE LOT HOME OWNER. TORM 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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"ARTTHE ER,dTOH ORBLOEWALI(IN WHIOH rT ETO r3E PLACED WA IIMN OT AND MR.PERYMIION TFE E FTER MOAN Bi
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I. AT ryC�ONTIlUOIIa LAYER OF 610111 aHALL N PLA CCA pRiWRIV AWXIIIIIIIENT N�NOIAMD EIi�IC0 PRIORR TO PLACEMENT.
6. A0.11MUENTgEOLEIIE 13F �OMBtM 9EGIIiO�VIEOTYMETER iqoMiOTllE p ArrDFTiIE<I{alU81YE�NrRdERONWIRINON"MIXGIIOUT
E. GROUTING BETWEEN ADMOMENT MOTION OHALI 61. MOLTER TIGHT.
7. ORI 16 TO BE NOM-ENRIM TYPE GROW MEETIM H4UOWN RC NAY SHRINOM THE I NMIMTCOMPRIMAIN STFOWN MALL PER
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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 MUST 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 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 PLAN 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 UTILITY 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 THROUGH
SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY
THE CITY OF RENTON.
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 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 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.
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
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.
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:
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. 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. 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. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR
DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. THE APPLICANT/CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER
UTILITIES (E.G. POWER, GAS, TELEPHONE,TELEVISION). ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY THE LOT HOME OWNER. TORM 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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•J`, d flNirpdi T4laff rue
'1�0`'or &IInto If Ih W41h dl and40-Al1mi.V-
W. I•i'hx rlwwlr%wIww2w4Tid IRL•r
>a� Iw11rn.
Pips
6.5' 4IN,
2" O:PTH O
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1 ' 1' �.•, 2, 5' 1' 1'
MIN ININ MIN MIN WIN
2" CLASS 'B'
CRUSHED ROCK, FLOWASLE F LL
OR AS REAL RED BY ENO NEER
FOR MINIMJ.N STANDARDS, SEE DWG# HR -05,
SP PACE HO32
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
1111l100° 46'
plpN-Iwch
rtlelal"
hPEni
II'C3r9C 14'
DESIGNED:
JJJ
141!'t 188'
FIELDBOOK: BOOK
`i
/
PAGE: PAGE
W
DRAWING NO:
DRAWN:
JJJ
C4
CHECKED:
JJJ
BY
DATE
APPR
APPROVED:
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2" CLAS
"2" TO 6" C
OR C
2.5' 1' 1'
MIN IMIN MIM -1M:N M]N
SIC. Irddrp N;yu raY 04
i I I4:d
1.T P I
Ter r
-I.Iip Rllra tlh.
0130.0. aK
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7 riYfbrwlm alrafrl A. a'mx il'Le.xd�
i'rY7,lnrlrlA
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riffs FN Rptil Pin
win rein F1111 I RFII VOTE!
1. WINltll uiMfn uprNSladlr wlNCL
1 Fira�191,'�hurnhrp•
Linpp pr�.,MWdldntp�ndrrrti N9111 maKi�drm�r
11r�tr. 4. i=utixafw7arfnd Z 1fTra,+dflnwAn
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1 lyr Ip dIzdm tr trarKhidldtl, W adYimXry
Thf ml h mn wry w"P irM 1* 4 11.1 "'r'.
NfIrwn�IIIrIMr •'lpol l®rL7iill INrlarn mIlIE AInnN III
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Aliaphn"hrlirihrm 1'IwibNlMoMaI rrow
L Rpm-rc
• Ah Irmbld6n andmLbNrsdM rhodlllrmbrmi.
irk91tlMnyNtlwlufW.",MwMIpp rM-
altldl:rlgill YffOdral P1fA rrrllM �N
'dr !, rglPli nPideiias
IIPd Pyi IMi1MC
1. m%:d1fMnalNnft1 IPo2;
NNtirppa
ehutrwpen
In i henih, tla hiAq'•pll IrrAr d1r PAa ipl�lin
ar iWl W ihl Nih, al7r earNlL
>! NI aY1W mtl ilMflnTr pW irppw�++rfhff r
Inllfffe MaWNlmldll WIf11M'A.
S I7NnsrbM wdarx timill rV ial>a ® wripalalIc S% mairumairielryRalyd
IrddWd InaaallNYll YeldYrO'A mrpdid I¢ fllM miaumwndx.
4. CawflydpwpWAe•MNntll`ArdrndrndlnNrlknl.aHtn
b.I-.WkdferdWpr A. ®Yrlfil vOmr�ai�ntlilraOTa1PWA1
6 DO NgJi itl,rmfdlYdwfWrafappp!•a IEIIndNltlaprdltlfnnnLp
tivIAmHIpOMdrlpkVlr,r. T•adlrwrdewiNwmr
W WIN P rw imm do rN O.C. Ila Ob. ewn
•J`, d flNirpdi T4laff rue
'1�0`'or &IInto If Ih W41h dl and40-Al1mi.V-
W. I•i'hx rlwwlr%wIww2w4Tid IRL•r
>a� Iw11rn.
Pips
6.5' 4IN,
2" O:PTH O
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1 ' 1' �.•, 2, 5' 1' 1'
MIN ININ MIN MIN WIN
2" CLASS 'B'
CRUSHED ROCK, FLOWASLE F LL
OR AS REAL RED BY ENO NEER
FOR MINIMJ.N STANDARDS, SEE DWG# HR -05,
SP PACE HO32
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
OmI n. TNnl.
n7
VII1ouNlpips
II LOPE, CNN
(diprTlil
1240w I!'
3V to W diem. 12
1111l100° 46'
plpN-Iwch
rtlelal"
hPEni
II'C3r9C 14'
4S" m lilt n 1 y
141!'t 188'
PUBLIC! NORO Illp■ COMPACTION Sm PLAN - Saba
D3PARTHENT AND EACICFILL MARCH $13D9
Cr CURB OR
OF PAVEMENT
:ENTER LINE OR
ANE LINE
-ACP CLASS*'
B' CRUSFED SURFACING -DP COURSE
TYPICAL TRIdo"= PATCH
IDR : LE1®LE PAVEKSM
A70Pw
VIII, of X171%
11I+ T
AII
w IIm
id12 PATOM p1a/03
OIVO. HAMS H032-1 S3 PAYE HDS2.1
�\ L
C TY OF
RENTON
Planning/Building/Public Works Dept.
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R-395304 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
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d
VALLEY VUE SHORT PLAT
RAD HOLDINGS LLC
STANDARD DETAILS AND NOTES
GRADING AND DRAINAGE
1
L•
�2
V )
W
DATE:
8/15/2017
FIELDBOOK: BOOK
`i
/
PAGE: PAGE
W
DRAWING NO:
J
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SHEET: OF:
4 8
C'7 CY)
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LUJ
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�p� oB�gg�� O��Oo I �p� e0£3gg�� 0�(�0 =
I
r RA TCH OF FENCE
1AkvFSRE7yAIR'---
N89°4 3"W -
0 N M oo �r a Co 2 N 8"OA
Or,118
11 `r -:k
0 01'd > > \ 1j6• / 8"OA 8"C
10"O1 M 2NA � ` \ l 10A1 1O 73 \ co ,, I ' 6'o O \
c . \ Q ci \ 1 1 1 I \ \\ 7]
dMfO N\\\\\g�.✓ 10"OA
INSTALL 8"X8" VERT. CROSS MJXMJ ATAPPROX. LOCATION OF 1 j \ \ I \ 6iU\ END OF LINE FOR REMOVAL OF POLYPIG
O M EXIST. SIDE SEWER i o 1o'm\ O6 _
y:;.'' .; 0 N 16 %N M 7 PER COR STD. PLAN 300.6.
I CONNECTION TO �_ 0 2 STORY WOOD ; R011 CL ,Eh� '6 6d' 8" CAP AND THRUST BLOCK ON NORTH \ I
J I TALBOT RD. TO REMAIN BUILDING & 0- \ 6 \
W i I I I BASEMENT _ `_ S. ND 153. 0' END OF CROSS.
M LU I I I I I I FFE=153.29' ^• "NU+153. 8'
FH ASSEMBLY
INSTALL TOFF EOP PER COR STD.
W of I / J� I/I I `� / / I I \OP PLAN 310.1. FH IN 5'X5' CONC.
W I - -
-0
LU PAD PER STD. PLAN r
oP-oT -�1, s . -
---
Jo -
�AS
�� � \ \ r � � �`. .. • 20' . ...,. \,_ - �y.� - G4S GAS - �A�= - � -�--GAs---�-cAS-
r
./
G 'CHICKS
:T
6�FNC
LU
Z N89°4(ao" „W
^/1X56C6^coeze
/
J CULVERT, Y D DRAIN
4" CONC CULVERT � = 173.54
lE E. END= 151.11' lE NW. END=153.56' lE 4 FL 7
OUT W.=172.69'
V y�o� NO SE. END FOUND
Anna, PRIVATE WATER SERVICE LINE TO NEW METER LOCATION.
CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S. °\\"
AFTER RECONSTRUCTION OF HOUSE. \\ 6'8FNC
GAS GAS - GAS \ \�
138'- 8" DI W
E15' WATER UTILITY EASEMENT
TpHog4o'U�u
40 1 20 40 81
OT-
H: U*va, 'j I : -'5.'/
1
CB 7610
/
RIM = 98.94'
I
lE 12"CONC IN E.=93.21'
SSMII 753
RIM = 173.20'
IE 12"CP OUT N.=93.39'
y
(OUT IS HIGHER)
I
IlE
IE 8"PVI OUT S.=166.06'
N
I
�1
CUT AND CAP 2 EXIST. SERVICE
BY
LINES AT THE MAIN.
AP P R
STREET RESTORATION PER COR
<.
STD. PLAN H032.1
1
OT-
H: U*va, 'j I : -'5.'/
8/15/17
CONNECT TO EXIST. 8" DI W/
/
1-8"x8" WET TAP AND TAPPING /
>
GATE VALVE, PER COR STD.)
PLAN 300.1 /
SSMII 753
RIM = 173.20'
1 -THRUST BLOCK
IE 87PVC. IN E.=166.28'
U)
6"PVC. IN NW.=166.75'
IlE
IE 8"PVI OUT S.=166.06'
I CB 7608
RIM = 99.15'
IE 12"CONC IN N.=94.39'
I lE 12"GONG IN E.=94.23'
IE 12"CONC OUT W.=94.15'
TFK.86
IlE S END= 96.81 '
8/15/17
W
I
>
8"CUP. CULVERT
IE N. END=98.00'
olka'
O
1E S END=98.28'
U)
M
+ +
N
C)
CHECKED:
JJJ
BY
II II
AP P R
EXISTING GROUND @
\I
J
J
W
C5
12' EASEMENT
W
FOR ROADWAY.
\
THE N. LINE
A
OF THE S. 106'
W
I \
1
REC. N4 3669076 �I
W
GAS °P -O GAS
Z
I-OT'
-OT
O O
N '
(0 � Cfl LO
J
0 0 0 N -N -eco
\ SSMH 7577 r '
\ RIM = 186.71' L)
\ 8 PVC IN E. & OUT W.
lE CTR. CHNL.= 177.10' C�
G
GAS GAS -
A
O�
s P
I I I I I I
�p�los ogg��0�o0
12" CMP CULVERT
IE SE. END -199.25'
- - - 1 , / 6"OA 12" W t30" W/ TRASH RACK
1oA'Oa s"oA 10"oA \ c " s"ooa 12"0 ,? 1000.00' Sr208 p8' / �\ 30
8 "OA H 2 6 FNC.
CA 10"OA NEW WATER SERVICE FOR 3112 TALBOT RD. S. RECONNECT 0790 9`'` "O �796� `�O r'O �Osr coal a' N N AP4 \� 29
8"OA 6"OA 12"OA 12"OA 14••OA \ c9 O \ �o \ \
A 8'oA PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. 421' 8.OAI 6"%qA \ \ c2 \ \ \ 1 20 POT
c� CITY TO RELOCATED EXIST. METER FROM TALBOT RD. S.6"oA 8"oA I 0\6"OA \ \ \\26"CO ,\ \2p2
Q AFTER COMPLETION OF NEW MAIN. 0 1�8"oA) '1�? �M + A A6 Z 13 Zp0
08"OA \ \ 8 �N 1R*til 14 o14
M \ 12"M I
- I 8"OA 010 -COT I /2 I l'�\ 12"M / I✓ o
\� o
\ ACAS w w o
fl8"�� 4 6"COT II 8'A 1 1 M �' M 6 A ( ,,� w w
0 10 C� ) ; E_ 76 8••C / 6 Al 0 � 1
�✓10 I 00 _� ,i.: 790 / tiJst7 1 / /4Ja\ \ \ I TA(.i�✓ PE
��
0"OA \ I I O 70"C 4' 3.�n , 8 M 92d • c� T S M �O \ o��J w
I P"m o v I o o
08"oA I�\ ' s 2 STORY WOOD CONNECT EXIST. HOUSE I �`� os N N ACA.,
('�1 TYPE 2 WETLAND,
1 BUILDING I SANITARY SEWER 8,M 6"M N 6 M �0 20"M �✓bAM I
/ " I TO NEW SSCO-3, CONTRACTOR TO M \ w
woe A • 8 M N 8A A�A3 y w
\
028-A4 \ 8"OA \ 8 M \ t8 -_,M / I___ --or �- VERIFY EXIST. SANITARY SERVICE DEPTH s M0»" 6"M -07 -PRIOR TO CONSTRUCTION. 1\ �6M -A� Gns r 38"C�- A AsG $ - G GAS•T� T
AS � 1 � vr,.GAS .'-.�%•�' AS. -X. ,'-•f--` Lf UA CUA � 6"OA8" A \ \;147 LF10"OA» 20-8 O%\ 8"O� 0 4,,g3O 30'iL10 4 f0' 2-c9`O �' NOA0_ O8"OA 12A � o n-� rn `L
6.5' FN .
N
4HKFNC 1/t; N
1 I T -BAR POSTS �8' `T80 q _ - 186 - _ _ - 989.81' I 1
CO -3 o tPx I
I CO -2 RE=181.3 -
I r RE=174.3 / IE=177.2
NG I 10� °� �
IE=170.2 �� 0-) Cc ° o
BUILDI
ZS BUILDING
o Oo I O I Oo I O I I u� 00�00" �O I
�o ��o ��o ��o �Q �� I Ivy I �o II o a
� II
I
II L� CO-1�o��� L I I
RE=173.6 N 1 +: I \
I E=167.4 8' • PMT' 1E 17Q (N) \ \
1z17acuv 1E 1 u (E) P 12"PLUM
-- 12•CUP1E1rac(m)
FH
CONNECT TO EXIST /
8 -INCH SS COR STD. PLAN 406.1 J. 32ND PL.
IE = 166.7+/-
,
1 1 PER CITY COMMENTS
8" CPP IE 168.65 (NW)
12" CMP IE 168.39 (NE)
LU FN0. REVISION
J
L,
RIM = 172.8
IE = 170.36 (12" DI, S)
APPROX. LOCATION
EX. WATER
1
r_ 17
m
17
O
Z 16
8 -INCH SS
IE=166.7 +/-
7� = 1Cti: !7
bPV I E. OUT W.
lE CTR. C1*4L.= 177.10'
LO U71
8/15/17
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SURVEYED:
SURVEYED
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LOC
DESIGNED:
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+ +
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CHECKED:
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BY
II II
AP P R
EXISTING GROUND @
�
J
J
II II
C5
�SHEET:
> PVI STA: 0+64.46
OF:
5 8
mcc
J ELEV=173.81
W
K=8.84
=15.00
(0 � Cfl LO
d') CO 10) 00
(0 CO M
o u o II
Q W Q W MIN.I
H J J
LU
LH
\
m
w
INJ
118' -
�- =
RE
RE173.6
I E=167.4
00 0+50
I - 188.62' -
12"CMP IN E.=184.93'
127CMP OUT W.=184.76'
IE 8"PVC IN N.=185.15'
I _ _
I I
C6 I
FINISHED GROUND @ �_
EP- 2+06.35
180
175
CO -2
RE=174.3 170
IE=170.2
�130LF6"SS@2.69%
1+00 1+50
SCALE. 1" = 40' HORIZ.
1" = 10' VERT.
PROFILE - A
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
O
DESIGNED:
JJJ
U)
DRAWN:
JJJ
CHECKED:
JJJ
BY
DATE
AP P R
APPROVED:
JJJ
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
165
EXISTING PRIVATE SEPTIC SYSTEM FOR 3112 TALBOT ROAD S. SHALL BE
ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH
REGULATIONS AND CITY OF RENTON MUNICIPAL CODE.
NOTES;
1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL
BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3.
2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED -JOINT RETAINER
GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND
CONCRETE BLOCKING.
3. FILL AND COMPACT ALL FILL AREAS TO FINISHED SUBGRADE EXCAVATION
FOR INSTALLATION OF NEW WATER MAINS.
■ CITY OF
RENTON
■
Planning/Building/Public Works Dept.
Know what's below.
Call before you dig.
T
00
CDT
CD
I
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Al
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CD
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S-395301 W-395301 � a
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
d
VALLEY VUE SHORT PLAT
RAD HOLDINGS LLC
SANITARY SEWER AND WATER
PLAN AND PROFILE
O
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w
>
DATE:
8/15/2017
>.
w
FIELDBOOK: BOOK
PAGE' PAGE
J
J
DRAWING NO:
C5
�SHEET:
OF:
5 8
Cv)
CO
Utility SpecificationsUtility
Spedflretlons
LO
V)
h - IN (SEE NOTE 7) LIMITS OF PIPE ZONE
I
rex. MOOR MAN I
PWNUMT LM
_�.am UNPH AS ROM.r ...........
�rACtLE RCCs 1YFSE A ].NSC"Nv
:tSR ,+ lei• A: a?Ha• vif.T1�,L &inns
VP s L
a d
Water lJtll.ityf Nates and Speciflaatlonsl
Vahras dull be designed br a mlNmum witar aperatklg Faure of 280 pal. aft
valvas shell be Cow List 14, Mueller Corm pony NO. A2388 or M 8L H..
(o
I
�.�
r HAXp mlLmm f ^ F1lRA1E4 aI[!
:, J" �' �. L } if x r
- -- =
5''
THESE NOTES SHALL APPEAR ON PlIMECT'S FOR THE WATER UTILrrY
9. Piro hydrants shall to Corey type (*peg mg with thethepraawray or colmpininan type
I�
l,�D„
2"URN3LdCLEB
' I
1. All work metarlal ahalI be In conformance with the An ndard9 and mpecifestleAw of the
iWaAss
fop ring egalmat pressure) aonformIng to AWWA C--85 wb a SI inch mechanical
inlet and a mein (M.VA.) 5-1/41rxh, two 2-112 1nth hale nozzles
N
N
BEf7DINC MATERIAL FOR
�nRAIR MAIN TEE A a• TIZ I rN � f;Tm MARKINI PIT PAMs
r QNr HMI! WM TNN WORD "1EIAW IT9 MID
A
IF?EPd 6 +', s`
��+r " �
L1ty of Renton Pleminp0AutdlraglPublic pepenbTNant Bald the IeteR aditlom of the
WSDOTJAPWA 9herlda rdi and 5 tic es wed and modifled the O of
P IPPm by tV
faint vellus tpanir� of
with Nstio mal Standarid Tfraadi 7•L/2 threads r Irich and one 41rlch pumper r�
P
I
I
5,4NIT1U4Y SEWER PIPE O.O. OF PIPE
tsEE NC FE 5)
r LArx LLrael ANDp =
I RNnAH�in A1101 H0 Tar ITUIr 1
` "M ,L THE o► +
Tc4'PC14AI C`' 1" OALVAN= P•Paw
4^ sc + ,+ �,
�f =� r
�+� 6° see :,+ EN 1
ti x-
"`
Renton in the Renton Standard Plans & Spetiiimbona., A act of approved plerm ahall be
kept an its at all t3mse during eonPtruclMn,
with the new Seattle Pattern 5 thra� par Inch4 58 deprave V. T7Nraeds: CLlt9lde
diameter of mile thread 4.875 and root diameter 4,5283. Hydrantai shall have a L-114
irxh aperatl� 6y tloekwNe
FOUNDATiON LEVEL
ANC P" GA?i 'VALVE
FH1,ISkm 014.47E EL VAInN
, e
Z The hours of work In the street right of'way shall be limited to 8:90 AN to 3:30 PM an
perrti�pan nut oper�d m1ng munitir (IeRj,
g.,
rxl9 a SURFACE CLEARO 1T N N CASs IRON RING RXO GRYDr
(E AST APPS MAL,
: oFW tir"uCLI oN u 00575M OR
°�
� ti , , : ��`� . ' ' � � ,- � � F � � .
i,: c•.� �4-..: fJ r�� R :.. "�� )�-:
+ ,, aw ° ;
e � 11 p r `
�, t e, `
weekdays unless olherwlae approved in writing by then Public Waris Department et
#9{3.79131. The Penta Depertmemt, Fro Dspartrriw% 911 be 2#
10. The h" 2-1/2 Inch hose rmMu shall be MI with tail iron thracMd saps with
apaustfrlg nut of the lame design and proportions 1s the hydrant stem nut. Caps afLell
1 pa S ll PLAN +UO I PTA IMTALLA7ICN}
u:! r INSTALL Z" RLL 6.1 "4a R,IN'] FSR;@
r R - rv31DE PA:'tb d` B •FCHLE RCC Band
(4M and shall nadflad
BEDDING FOR SANITARY
�
A.F r --M 11DJOVAL Of- �a_r�Ic
a Ft acv, odLN (iC-Ivr L'nM_TLIE AHC ]NGEP; �
;,
� j` �
hours in edwanm of any vYark In the right of way.
be milted AMll11 suitable neoprene gas[c�s for prai?!va weer tlghtTeaN under teal
SEW PIPE
A FT ;'IN. CCY'EP 2- NCH C�dMFiER ANC 17VEH';
°
``+`�..
pressures.
4 s
3. All locatlols of tNdatl% volides shown arra aPie roldmate and Itehall be the contractors
CRAW THAMDU CIr.,N-0117 AMAPral NUai
°1° PLI9 LAR APPUIE0 RIVAL)
Rea
l��lN,) y _B
�,�.
•
NEY? WATER VAIN acLra Vic��
�,w.
,; sHAeNLt Rces
'An r (T'[P} J+R
y
relpsxlaibilty b3 verN the true and emmec :location mar ss to avoid darmige or
disturbance, For utilty IOC!"' all 43 -hour loatoi 600-42+5555.
4, An aplpravac Traffic Cartrol Plan Is r•aqulred to be sub mihd at the PrIt uctfan
11. The 4 Inds pumper nozzle droll be fitted wlth a Stora: adopter, 4 Inch Settle Thread x 5
inch Starr. 9larradopter shell be farted ardjor a�•Lded 5051•T8 eiumlmum s1oy,
herdcoat enacted, Thrsadad and portion she ir have no ruga endtyvo sat acawm SBD
degFeem sport, 'tri face to tm mesal, ra gealsat to weattler, :rest: rep to neva
lPv,uRC
^�
meshing,
adopter with 1/8 Inch,
synthetic molded rubber sake and shill be sttedxd to
g
4 snE SEABR
D
tEWEA STUD
--
cable.
1. PRrA AGr. UNIFORM SUPPORT LIC" BARREL.
1'11 a' NmLHMI
r
s z •uRNRucN.�:T 1
S. Datum for Vertloal Control Shall be North AmericanVermcml Datum 199 Motors, and far
HOMED I Control
12. Flee hydrants scalp be I= Prosenistive 43-
Z NANO TAMP UNDER NAUNC11Ee:
NiOM11 MIN as x Ts
I �,
Thi shdI be North Amarkan Datum 19ELV199L Meters unlass otherwIle
palmed with costa of palnt, palm number'
A OOMPA^T HEODING MATt7IlAL TO e'ID6 MAX. DENSITY £70CT P T OIRT7Cm Y
rYPt .a THR=A6 e;' ��
\
approved by the aty of Re neon Public Marks Dope rtrnent. Reference bendinsrk and
deMations are rid on ft plan
855 aa�r yaIlow or approvad swill.
OVER PI1PE HAND TAMP ONLY.
s,,r-r5 i }r
19. Pumper connection to ftco raatswsy assembly.
I-
1
4 PIPE IRRTALWOlFLATION SFI1lLL 9E PER 5i7C7laN 7-06 OF THE
A H7RD701 SAY MAIN - CUT N A NEW Frtl �E' USIIq 'STRCra-IACM FIEpR1a CD ftN108 FERNCO DR APPROVED Cgl1ALl.
t
J
° ., `�
d `
5. All watmrmain ply 19 m be cement Ilnadl ductile Iron pipe tonlhmTing to AWWA CIID
STANDAi?,D apmDIFICA714W6.
L �ii1ETE LAIN - OUT A7 A N� PYD "TEE' USNa '+BT1rxNFaaar PuIIIBLI CDJPLIHDS FElb1C0 DR APPROVED EOIAIj,
(
d �
and'Ciii or latest raNalon, thickness Cham 53. Csmart mortar liming and mal coating
14. Piro hydrinls shall be inatihed per Oty of Renton Standard DOII her tar's hydrants,
latest
J
L PIPE AW MATERIAL SHALL BE PEA SECTION 9-03.19G3j'
of THE eTNAtiDAen
G. P" Nle USED PIF NATN - CLO N Mei Tia U9NG 0911 CDUPLIM OR COIapF4.LE0 MTN A ROMAO 2ADDUC
IDR APPROVED eKUAL}
J a n
r
shall mnftxTl9 to AWWA 0184 or retest neviall0n. Pipe ;joNts to be pumhl••Dm or mceld'alnkal
9@01n; flltklgs
neutron.
slr:rJr ICA1DNs OR PSA OtAAVEL-
a
Joint to be Clew C. All Media Iran pipe and shall ba polyadtrylens
e. PiPE Am1ST HE ANCHORED IN SUCH A WANNER A3 TO ENSURE FLOW
LIME 15 MAINTAINED.
D. nAINs Ro>, MAIN - CORE -UP" WITH A ADLAO sAlcLz (DA APPROVED EQJA3
E MANHOLE CONNECTION - ALL ONS TC AryNOLEA (HALL � AT NRNUFACTI,rilq p10CN- OM OR 7Fa STRUCTURI;
elAu°01iE'�O"R� Dwu i
�_ f '+ Y
v
d a a '' L ,: w
J
wrapped par AfVSIJAWWA C185/A21.5 il3 Sandardi.
15.AII watemmIns 10 inches and smeller to maintain a minlmurn tom of 35 inches below
Finish grads, All wmarmaln 12 inches and larger shall be at a mininmm of 4B inches
r.
h
7. Cast iron and dueft Iran fittings shell bre cement Ilnsi:4 pressure rated as noted on
below filnlsh grade, Where Wiry Conflicts occur, watermalm era to be lowered to dear.
O
7. TRNc4 isoTH !MALL or PEN sEcnoN 2-1]9.4 cP THE
STANDARD SPECIFICAT ONS.
J000 Ps RI i
BLOCarHD §n
hl` H; 3Va n,BE < e GG
7A a5' vER" c:aL B.N OS A
,� �
e c °
q ., f a , u
yLflttlngs,
plena, and In Accordance with ANSIJAWIWAC110jA21.18.87. Cement lining trail be in
eamrdance with ANB11AVHfWA C104/421,►4�0. p ffidngs are 3 to 12 Inches 1st diameter
and have mer11enloal JoIN4 the fttlitlpe shell in accordance with either ANNJAWWA
C110•AZ1.10••B7 or ANWAWWA C15VA21.5344. Three (3) Inch to ,12 inch c1�r
whish have mechanical oinb and/or fle
J nged;on%�hell be in atmrdencewith
15. All watarmelnD 5 inches and larger 1st dSmeber shall be coned with daanil
� g
"PIffi" priar to dWrafectlon. The "Poly pigs" andl be GNkard Lrdustm'ea Aqua Swab -A5 or
Approved equal, 2 Itilc u. Tt denalty foam with 90A durcmobar urethane rubber eestlng
an the rase of"P[3"c dye°
SPE
f'If
TICA "'RC FcR FC. PI ,vING $TATI^;i,
EF 55
..12F .".' i•E:'85 "RLSS 89Ai BI THE 8%LNR A5 812E CP NEIN sXE
is 's
LF, Hi = O t r 1 v
AI RAWWA CiLOIA21.18.97 ora combinsdan of ANIWAWWAC11I3/A21.18.91 and„
Ai3IWAWWA C157/A21.53,+-94 each that ,
sA the flbing with a nleehanlcel
17. P1' W Shall be eyllnder Am pad with bullet dose 0 iguare and, That co, it Dell
itlRD1gNTAL
r
sHI,Lw ��
V96-CtL Cpi.55 rM, . F_
"4E VUhO FUN CB CN'it'.P OF [;aC:Ce ',+TI R,"xN & 2' IEN•'�LWL4Y 6N.`Y,'.0°f pS5Efi0
t^M i' 'Uig 4PTEW RG vA CF C.EA4ING "ab.Y-SIC ;
p e . q �,.
� R" `,
s
garden
Johri[s) may be with ANSI{AW A. C.LAIA21,53-94 and that portlon of the fMng wlttl
perform the s�lening aperetlan.
r 1N4 11WI
YAIN
jJ f d SpLLyF J`JlaP DN 9� pA Cis?S
414E PL',e; •;Ail; ON Emir, a CHCS:
s f
A 3Ce 45 I't
flanged jalrri(a) :1x11 be 1st Accordance tAVlth AWWA C118/A21,SD$7. AseparAa, testing
18. All woareelma one services shall be pressure ceded t0 s mtlimum of 2130 psi ar 1M ptl
u„ I
LiTJCA- ieHe F�
RLNC EDISEMIn 40L: PIAS tt.L•_ [32 D_`V]'rI:O PRDY f:11AP ole V5ACAL ['HESS MMNL
'kA"tl
@
HE
L•
in eCCOrdente with abCtiDTI 53.53 of AN.I1IAWWA flan 113-4.3 of AHStjAYYWA
CLIo/A21, LHI shall be "red by the contractor a std tranamitbld to the owner.
ewer opor'aking pressure, In sacordsince with the spatlncatne of thTe City of Renton snug
1VtIE: DNIESS nT1EA,x6s sraEN IN PLAN, SIDE IEA[R 51 WL HAZE A r L� CONA AT PICPOW LINE CM S
7151NFCC`CN CP NE+t kA;N
� Wamhingtan Stats Heslth DapsrtrRertt. All preaun t�lE� alai I be done In the
of a rape nbitive of the City of Ro ton. The of water last from the
LONER nwR 'FIFE 1.011 NC1A1I aVAIM MHIpN s LLIAEIL
8. Sate valves shall be Iron body, brorized-imounted, double d(se with bronze wedging
presence quantity
Yet'
deNoe end D•rlrlq stuffing tax (AWWA s:51X3j or of roltllient vested type (AWNrA C5I79).
mein shell not auecescl the number of galloma per hour n listed In City of Rerrtan
DEPARTMENT
DEPARTUBUC MENT
PIPEBEDDINGf
FOR SANITARY SEWERS
Sm. PLAN •cos
m.
i•�y� r PL}3iT "'C7
y IS9ii l D!"..,Aii ];rNf
SM, PLAN - 809.9
PduYFld3FATICSNPt51 CLElnNINCi�F
WATEPe MAINS
i, PUBLia AORHS
DEPAI� AIN
CONCRETE BLOCKING ron VE,R mmL SM, PLAN - 880.8
FirrIN09
`
r
STANDARD SIQE SEWER STD, PLAN -406.1
,■� PueucwoRKs INSTALLATION f
�,� DEPARTMENT
PAS •
(SEWER MAIN TO PROPERTY LINE)
AIARCH 2O1C
MAROH 202.3
w
DAT
J
J
Utility Specifications
Ste nderd Plans &Spodllcetfals 7-119(11). The loll In pramsura shall rat slenac 5 pmt
!Utility Specifications
SanitarySewer Notes and Speciftatlans
r --ti
I
FIRE HYDRANR SI -Al ME C01r EY-TTPE EaNA TO aM41 F-a1'D art
051PIBESaaX TYPE SUCH AS CLOT MI DAUMNI V I H 971, VUEL-EIRBYO..
MER OENMROM 2W, AM SMTEMUS MOM WTI- B" IEOHANK
JOAt 91.'7 MIF LUSS, 3- /4" MAY, VALV! W!'AN& :IAD 2-1/2'
irNu" PJlS1C METER SOK EI -0 M1136 -STATES PLASM
SOF SERIES MSBOF 1324--16 NTH 1:76' TIMCK DUOTBE art 91114111!
ACE ACIAU71413 PLATE CDVM C[1L1i To �Lwc%
INC, MIC96-1724-R WTi READER LI! 00 2. DRILLED HO.E n'^° n"'10
b
_ Y
^CSE CGIN E (TIONS MAIOfA. S-ANDAW THfEAUB, 4' PUMPER
OYYET1T011 ClY OF SEATTLE THREADS Will A STOR2 40AP*DR,
-ACHED
POR fJUGHFEAD PIT LID !BEE DETAIL A -A}
Y 11MMPRWED ISO:T 1F Wi
� �r�*A
dieing the 2 hear test period.
P""
t;Tiers r+'AIL
n_ rB AT .��
Tom^
11-1/4' BEND 22-1/2- SEN3 4n' SEN3
{
i
�:
1i
4ISM 3EAT'F 1HREAD x C S70fit AT 1X71: 1/r STAINLESS
M -MI. CANE, 1-1/4" PEHTAWN a.3WT.Ml MJ". VIE .T"VA.YT -0
BE O.aD TIa GOATS OF SAINT KFL SAFETY
BE FASTED NO. fiWHnes oGM TS OF r. aa68, sAYErr m.Law ort
APPROVED MAL. PJVPER DONYEOTON TO "ALE ROADWAY OR AS
DIRE2TED BY R-24 TON FRE DEPARTME7N-. FIRE 1YlOiAAT EXTENSION T7
BE LBEO F RIEWIR-M.
INSTAL. MlEme 10N A' J
4RMPERTY LN- WTF 12'
.CN7 COPPER eT'AII.P EEE,
g �
'1" 'AAX
M *1 CHAD!
19.AlI wetermeins and somosa ohs 11 be dial mfocted by the injectIon of a SD ppm [minimum
conealtrmtlan dllamne►waler solution. D HypDC'h P�
) Dry IDrpe!hell NLTTbe in
the pule a8 laid, Chlomrle shell be metar'sdtlnjedad in accordance with Secbon 7-
11.3(LM or 7d L.3(L2)F of Via Standard Spadf�doni rmfmrallcad abs
THmi NDrES SHALL APPCARflN PRO7EC'1'S PDR THE WASTEWAIM JTILITY.
1. All work arld work material shall be in conformance with the shanderds and 1pleHN Norm
of the LYty of iterfton PlamlrlglAuildlrlglPubdc Wo rine Dope rtment and the Abort edition
of the WSDOTIAPWA Starldandm and SptulfiLatiaTs, as sppr09md and madM� by the
s
-`�
TOLCHREAD MYIE R
'7'
2D. A mrifererloe is to any com itruidbn. A minlmum of flys
City of Renton In the Renton Standard Pians R Specifications. A ask of approved plena
NE
CAP
_MINI. 15' TO 2C' eEHV10 AAaK or
CURS OR I2" EDHIND BMX OF
ETIND
`J 3VEiPPum �� 11E
3e' 1FIN aDV_1 �'" t Cry TTPE 'V SOFT M.
pra-corstruclon ragulred prior
(50 omrking days raft is raqui red farschaduling.
shell be kept an alba at all temp di�ing wrKtrustJon,
/Ir
TEE eo' BavD
74UVT HIM( W4.00 AREA N BR AM FGT (1,Ti NOT04 FOA WRaIOITAL ANO DORNFAIRD VWMAL IM131
r g� LRL®ALK THAT n
-ASW S 61 STORE T111-P1EtE CAST M VALVE BOK W -H Lug
Y
r OGFFER Iue,.YO �
00 22-:12
21. Tod M4-itlur (24) hours notice will be required prior starting new tOrutructian,
2. The hours of work In ft street right of way shall be per City apadfimLiora on weekdays
union otharWba approved in writing by the Plonningftllding/Public Works Department
r
�y.
.RN SILT Oil
VOL OOWAZ_ SAID OCNPAOT I M7 s OAANEL
10' W Mi !. I "' 43' �p , 16' p' BEND
-B',r6'A" THICK cv cRrm PAD AROUND TYPE CCV'A, MAL to CL`VPIC FOJNOAY CO.
HYORANT. FRS- TO MATCH ENOMALK, STANDARD a" CSP SET.TION }ATH REGLI SASE
MANSION ANT AT SEC'10N LENGTH 70 R". VALUE NJT EK-ENSICA
NEW DUCTILE
IND.Y
WATyI
22. Lt Ia1I the mn'battar's raspanmlblli>al m SeaLas a l necessary permits prior to si�rdng
An app raved traffic control #an must be obaknd prier t0 beginmirlg amy work within
ublic right of
p "1T �'
A MIIdAL 04AWVJA1 FOR POLI'AICfGIM
IAUNC -i.k O Cn TSP MH 2' TAP AHD 2' 2J00
., .I
•I"TND 601) FEE DAa ]! PJA 2E' BT.N] TEE AMD PILO I� ae I ' BEND 3 DAP O1 9LD N 17.1
'
Ie BACK OF SDEWALX AS REQLR@.
4CRE"E S ]EYIALK
F BERVC-e UNE M. HDUSE 'S 3 4" OR I'
TO 3E INSTALLED 111 1FIE FLTJRE ZZIED
n
3. All Iacsbbna of ung utilities shown are appnDx3mote and It shall be 'Ila combrim ar'a
'IN" 01 a :i+L'12 {FL %111' h
OeN"-UP PA4� P �G tiy 1 ;51 Ty h 'NCH TAP i-s�iHa((4l �k14Y i •^ PD Ad 7" CV9W-Y^
7 B 0LG1'r-OAF +.E§�l3.� ;BNF DR DL"."R
ddNCRC"c BLdGk��Nd -
� It
OR PLAATNO STRIP ITIMS PAYMENT TW T AY 8-.1 7 E- 65-A
STMSON "E TWO-WAY SLL.E AE PLECrYE
•-' -
x COMP FOND CIE30 O! A4 FIpT PLJO
11 COMPRESSION flOUPLLN7
LOfX DDIFN 1D �71't71LLKE
23, b'I bIAdam of corporate Mo water soMeE9, IInes and makers shall rot be doing lentil
PIF
al SArArlcw ag,m. eta, meterapPho�0. L1oniltraom permits, ,and payment of fees
responsibility to verily thin true and erred IaaetloAl mo ss to avald damage or
dlaturlleilca,
4I:' h,C'u1F07 IDI .100 Pi TES" DAIIIAE, S-0MN, OOYEA FOA WAlON1AY LEis FYAN 12.
4L3• fN. COYfT FDI! IATEiI,INA ]E" DR O1FAiER.
3Q" NIH
OF WA -ER VAIN m Y u
pRyM02 7EJIC0 IN r„1PPC11
Ilawe teal Reade to the City of Renton.
MAIL. IROLT OF nR UNT ILM FFy - DS . DEP71 OF 1�ICF
MITA :DHT OF 7MLEr KDO[ a, . MD. -E + 1.a
COVER t}. CONCRETE SLOCKIND
+; 1
BERNCE LIVE -0 MESH, a _ ' • • roR0 21-•21VT1DQOB0: D1
MUELLER: ti�si�o-2 ,n,; A�1a.E tui VALVE M INLET AND
NOR
24. Ail connection is sNdet4np metria is to be mmompiahed by the City of iaontan, aNkaept wet
4, A Primmatnuctlan con�ianaa end a 24 hw.rr notice shell be required prier to Ate rdng
mew construction. It shall be the snnLictohs rasporlaiWliiy secure all necasmelry
3
o- YA.AK oN ODiLEr
DOrPORATlCY Ire ATF; DAL. VALVE. •0310 Pqm VdH72-1aw�4-K40 ce
tN which be made a raved wet a
Par rrrKY by PP P contractors with prier approval from the
permits prior to s�rting construction. 0rapu#IOT will be aeoompitwhed by a
«
x
_
CONCRETE ?y,` ,i
1HRJ3T ELCCS H•. ,.. t f MAIN JNE TEE, WTH S' FLAACE 310E ou _r.
TAPEi EO TiREAO (OD). e1}7e ,K1INT - M 3AIx_iEAI: 1-F2�4 8,-2
(3�4A F8100D-3-0] Oi AY MM04ALD 47016 BOTH INLET AY0 DI 19� QUI N HINT. . ADLOM W..43D am
(1 FIYCOD-4-OI tli AYI hF'lA1 Al 4YO i IA_ET ANIXE 3ALL VM.VE AND BIN7F CH7C1 VALY du OUTLET.
F.t RTTIXOB $HA.L SE YATM GIOIC ,TMNT.
Publfc Woft Depjrtmar� All nary a ei1 and materials are to be supphled by
A.N,,
T� Notre r a� otr� priorIF7 notifications.
rale iltatjYrt kf 'tile �I,. of ReRtbrl. :t mhall bete r� dbillly bo noW
P� R► �••�T
the Public Works Inspector 24 hours In advanm of batkf INng sl caratructlan.
W DATE VA _VE (FL A MI AWWA C-600. RERIL EYT BEAT
25. trlm�atlon viii be fatxanTplialled try s repremerivafive of the Clay of Renton. n shall
Fl4A..•a7NNEGT1c1 GIII I,.
I a!" WCTLE ROY PIPE, CLA3B 32 OEMEA- L YEO, LEYOSi Ta FIT
_
NOT::
resporaltil tro icon. Deweiapmant twenty lour (24) hours In
the Erica
S. t=arEtrscior 1i colaly reaparlslble iFs' -the mesrol, metfTOds and wquerEvm of mnihv a
.. .
-3/4' 701 --EN STEEL TE RODS.
15" x 1' S 4• fIL.NUTA
;
ALL YEr:EA SONES RIS-A_.EO MI OONOEE aR PAYED DNYEWAVS SHALt 3E
of bac ca
fldvenn of tieCkf Ung dl conmtrLxtlan. The contractor, a: vide as the enptnleri, shall
r, in we
end far the selbty of workers and attars an the oDmtrLcdm aIle.
1
COXCICTE DIM Ya Irl YAIm OF 1-1/4' WASHED ORA Y ROCK
SACC JHOER HYORAYT I ABOLE BOOT F.A E. PLACE a MIL
IMV- AM MAL TO CL"MM FOLMJARY. E PANSON MNTS MUSH B- R1rALL.E3 ON
W -F SCIES a- META BOK.
y,�� so- built dnewry�,A,�
^09� "•1P•
5, 11 iiloll W the responsibility of the cantrsat0r to obibilm obaat use end ory other ralltsd
,I ur+'r C.I. WA*eR LINE
I � - �'
II
- -
POLYETIHY-EHE FILM AROUND TOP AND SIDES OF
GRAVE`.
FIRE HYDRANT ASSEM?LY
25. Contractor to provide plugs and tem
etsgstellco prior to final tie•in. �� blow -off assemblies for toting and putty
permits pilar to any construction.
7. Plans approved by the aiy of Ren1lon, Public Works Department shah telae pracedonce
[� _
1 AF R ?.1L ,LE e.41e,0 HY SOL WIC. PRB55U:" T,:5TNNG
RAL 0C N C'- RE"TE.M BLOCK -:1P=
rAS PFeJs
IV RLARE .T.F
LEVEL ALL oR1alAO
�•! LEW:L AL_ lalOIIND MIN 5' RAOIJS
I MN .1' iAOUS
A -A DRL.TE F' DIA, HOLE FCR AMR (AUTDVAIC
METER READ: roJCFREId BEIdCE
L _ I-1/1' MIA, FROM A=ARM3T
- AND .FlIO.YT E30E OF P.T 1-➢
27.A11 joint restraint ayatema (afiackla rade, nLrtm, t101ia alt.) shall be aa merufettulad by
the Star MR mufactu rIng Company of Columbus Dila, or squll3, Approved 1n wrlting by the
Public Warks Dope rtment.
cvarallatlwplans.
8, A of these a plans must be an the b site whenever conte uctim is 1n
copy Pim
pTOg reit.
,L M, I 1. 1IL ; C.1,
AAr: d-CWW' TC VALV: Y F 3,.:3LEEvE ;ul; a C.I. ;Pn°.s
kINAL :CN�ICCT'CH D+' LITY FOaCEa
NO1E5;
ONE MAN ROCK
F1r
28.AMphaltand tantrlate street t Dial be aaRFtlMt to a mInRWm depth of twYO 2
Paw ng Pt ()
9, The cc, ib sial the tri Renton with en am built draWln affhe senile
� ""T g ry
,. _OCATDA ANO BSE a 1LODHND DA PPE ureEA 'IAN IrCIAVR:A AM) roe IDL FPB
L
�
Inlets. DII met mtreda may use aped! cut. All aFu1 fare concrete, plavament, aldawallte,
sewer etratem' which has been Ramped srd Signed by a licensed pi afaedonal engineer
hCrt6
. _15TE1C T°S -AL'- 9E 1.A' ?E 7r,ust IRON. Cucfu IRON LTi
E'+OzY-CCAnC s•EEL SCLM iAt NL's 9i* AL M COP -TCN. ALL tvs
31FFDEIT MAN B11oA11 MALL BE 1) EWNED BT T! ENGINEER.
I ALL xDac AD SHALL It RAID IN RADE ADNRB- 1.11401 le1E3 NAIVE OW6N1
S 1
� 1
6
T'�
R'9
curb, gutters, and drhAervey approaches shall be aawcut to a minlmum depth of Mo (2j
Indroa or removed to an axiaklrng expansion joint.
or 11can� prof�lanel surveyor.
ANC vALYSS SF ALL AC 'A'A-:R •TO787 8"v7E "0
2 MC 812- iN 12� TAP, ON ..AL;' IR"N WATEF NNE;, TAP MAU. 3E AT
LERST r' e'e.sL,E4 {Y AViiEA THA1� zIE Ed•Sy'Ne 5.A 4•
T4P o ASBPIZ, carr• T Y nE R BrBAL LME
4 'akT-TFPFIyO CF' `& 5r,.ac 'I" east c R ER MFIX5 NIL BE ula4E [+•
S ALL PW K0 NRNT 81.0604 2KAL. II 3MMI.I.551 AFIR AIN. ' DAY. PKW'1K Y.41N7
SOL. COCA AI.101 MNagCIE NAD REACHED .W NAL COM REINi! aT401OR,
• uL LD9E N 0 aLL i mOalFi C. V ;l-�a.
- B° ^.AIICRETE 140 I' 13ONCRETE PAD
-
- ..
!
29. A temporary cold mix asphalt patch shell be placed an the day of initlel axOawetttn with
a permanent, soft patch to be placed, to City of Renton I within 1D days. Call
policy,
y.�
1D. �1 shall be reared Ilan on both algae of the 3 let �w.li with a laces avers
� squally pipe lays gs
depth of $ inches, mandmum depth of S inc him, thionoughly tamping mach loyar to 93
mt of maxlmum T
deratty, telae layer Aar
��ppYgg"A oz s�,IR "ANn C �.,
a 8p'I"r5IA
�A':L IMI ANC •. TFE HCRI3'S-W A43 t'3R79,!L
AIl1N
a WILOCK NO AOAMl FITNOT lrAN eeAA AVM19- 11E x.014-
C
for inspection to finial a
pace compeeted moil axenic one pipe
AkGWNNFF' JF C�5"I:r- LP,E cH ST;$ AYG S- Mi 5'AFT 10: 11 715 XI'.1
F
Ue*'Fg'!,T -HE 9RHE +'CFI.I INr U ANO yEHryC 5 n4�&rk GNT d° T+° {7:1�1N0
BOLTO F! MADE
Pa4II; illi iX1Al NOT rn,oe 6X oND.DIc �'. Oi08, :QN- IOLT9 NI! 3tA,w
lAIRINAM AMM TO BLT6 AAD OLAN08 SOL. RIE PIORDm,
V U 1 F=L
NOTE;
THE :ENTER OF 1HLJ HOLE AT LEAST i' FROM
9ubgr�e prior plai'efnent of patch.
dlemsteron sash alta of the Rltm or to the dice of the trench. hiitef el'i to emplace the
fill aver 1 shall be ft untie as described,
pips
d. eI!A-1LE5 'rT t PPF°CRU NF`s FIX A:. SOMI FROM TIE '1,14'C'R UI "Z
H YD R A � T �.7CA TI O N N CUT OR FILL
THE IN AL.OVIS THE
Hui°1Tn no- rm ACAn x THEOPENIDI OF MOR-! TOA
30. For CRY projects such as telemetry torlduttr the PVC pipe used shall beNG AN chemical
TYS TAW°I4t VALE- W ,.1.. E=_�s : G I. s°PG
ONE C 3.
process lines shall be adnedula 80 PITC pipe. Schad, la 40 In unimproved crass end
11. Open cut reed crossings. flor Utility trandhos an sidoll np traveled rcedwsy shall be
mehaduIs 80 PVC pipe under Improved areas,
bedldilled with crushed rockand machontolly compacted unless atherwiin Approved by
n,
MELTE CVKE
" DSiFARi']aNT
STA. PLAN - So0.1
CONNECTION TO WATER MAIN WITH
TEE A VALVE
,--• PUBLIC WORKS
�. I)tPAI1TM13HT
CONCRETE BLOCKING FOR UTA PLAN - Ing
HORIZONTAL AND DOWNWARD
J'"LIC WOItxa
+ OVAOVA","",OVA","",i
FIRE HYDRANT ASSEMBLY
Oro, PLAN - MO.l
I4P AND V WATER SERVICE SM FLAW - =.1
TAPPING AIAKCH 201C
VERTICAL BEN DB
Utility SpecTrcavons
A A
P -A4 ME
a,
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VALVE BOX LID WTH
L ALLWOREAND MATIOUSHALL ZNACdDImAr WEH THE ATW00=OFTHOCfft)FWTCNPII EM MO
_ARS IN DIRECTION CF V SQUARE
MINOW IFOMMA7MWAMIRMALPROAreipllAND Wa00T/AAUFRW DiPIMNTIOIM,LHITISTIerMM
NATER MAIN AN3 WORD OPERATING NUT
AMENDED ATTHE CiI!C?MNMN,ASET O4C71APPAOir®]PIAN RUQ ItRAFT ATTN1MIS 9WMEYIDItS01lT1NlMM
-"WATER" CAST NTO IT
T} DWRA
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IA IN MMX A PY94DMTRMM WNALL
12' Hiv. I
AN1) Olt OmAMMSHALL M MFaN®uPol;a MMA ALL NIMMMMSNnsnumNMCOMURUCMN,
12. Datunn fflrVartl>al Central Siudl be Norltl Amer✓con Ventral Detran 1918 Maters, and far
-®' NAX, 4` CONCRETE COLLAR FOR I
VALVES IN PAVED AREAS
�MIN.ITNICKNESS
L ALL Mer UTIUMI A Lea MINURMDMMAN =WML'r101 IJN UrNl hC11lE0. THICCNraMMIIFW1
OALL140MM=70Y[FVIlT1Lr1YLaI'/1Tm1Ai1MID1NA�Ama1nDICA1NLTIDN.
Horizontal Control shall be Nofth America n DaWm IOWI991 Molars umien otharwtre
ZL
epproAr� by the Cgr of RariN:m Public Warks Department. Reform nee berlehmark end
-AL `2 VALV?
e9rat:lons are ratted on the plain.
SEE 3E PIECE CAST RCV
BOX, ACH-SEATTLE TYPE
OR CLY'MPC FOUNDRY i" STEE.
M ALLAAATEtN1!lA101te7NMD01arRLL710N0PwA7aNi18NA18N0VlIllElaf311AlLAlMIN AND U1al1AAAwMCbANO
%ATAMCLri"FOIALLMA7111MMALL MAPPIOMNWWMIFTWCRrCFNEnIID1A Wffg=WAAN
AAATAPaAImoN
13. All disturbed Arm shall be meaded and mulched or OtherwisestabllLead leo the
LENGTH AS REQLIREC
satiahattltn of the Department far the prevention of aerate erosion Siler the completion
_ 1/9" MIN. -MICKNESS
2-1/4" INSCE MEASINEMENT
PINUU%MALLmlC NINTurlmDUCRa� TI�IC1PIK=CA1snPERMAIN AC351MO C
4. AILWAYS AAINPEiAA
sod RFaJDIASaIIALLiiN!!lH-0rlCai11r71AN10ALI0Irrf. GNTIWNCRDLMTUIONNP9FrrfMiKYlmEttM M M
PMNANWAWWAC IQWL704L ALL DUM IWNP1PIAWM RNUSA%LLiNEWNAPPEDaNrINtC
M1I.K IC1kM!-TYIS
of a0rlmtnlctian.
14. All plFm and appurtenances shall be Idd an a properly prepared fatndatJom in
2-1/4^ ;EP -H
POLVEIM'1 W PUa7lCPtRMM 11201WfAMANLe,
accordance with the 0mdordia arnd specifications of the Ct y of Renton
Plamriing/SulldImg/Pubre Works Dope moment and the Istat ecildan of the WSOOT/APWA
�--+ VALV_ OPERA7IND VU-
IL MITInLLMNCMUFR03TaFOPIMNEILMAINmTOHMO= =01DIALLMesIVDiN110AM1sOMEMaP'I MMORLa1
9a rid ards and Spadflieffftis, as approved and rnadfled by the City of Renton In the
SII A -A EYTENSCN
AND MmiIPON PIPS OIUfM OF 11NAICH AAD IAIRIM MMiMMUM COM III ALL iAaATM MA MVILSas PAM
Renton Standard Plans &SPN1� L This shallInclude rlmismsary leveling of the
ANTWAMlorm MAT NAPPa0Vm0RTHa in OF MOTOR AWN TOCDAeTauMn WrM1TIMMAIM OC U1,
THE PROFILEaPTAIlWnMANMALLMAMUSImDMAalOIN OTOCL ARCOAPUCeaANOTOPER=ARMWIUMMOL
tuaRChn bDdtam or fila tap of Via faLlndetlaT mnetemel, aQ wall es placement oral
PIPEouLw ONm11ALL1iDTERCEEOON"ALFaPFMI.NWJkr TL AinSFIOUTINFORIMOFPMELIsm. ALLTO CH
cDmpACdan of required bedding matorlo, t0 unif orn grade solhat the erre kI Nth of
IACIRLLLYAULUCOMFAt:TSIEOTOaMMUlfrUMIMUM OWDSAanmAaob7slN MMINTRL VoWOPmoeraNTRr
the pipe will be supported on a uniformly dense, unyielding bene. Pipe bedding ahallbe
METRIM" j IN Room AMlomawmHouLona,xAO+Atl►Y"awA 1I)DWILIIM/SANDEnow Moon L1/1LVla
pea graNd 5 lncheS above ami below the pipe.
MWJ ALLPeea COLVAO NRNALLu15Mala
& CONOi CWITHMYOF
15, Smlbory sear pips shell be po"nyl chlarl (PVC) rubber gsikatTNd ASTM D 300
VALVE CPERATICN NUT E7trE7i51CV NDr-_• �,
B=MNm FDA VATN MAPS �ALLIEDINONMWrALLMANDFOiNNNPIINAaCORMNL
SDII or dudIle Iran class 5X3, unless otherwise approved by the Wastewater Uillity.
S,
ISVOR OAIa ARE REQUIRED EET VALVE YLI-
FI VOR- -IRAN 'HREE r3} FEET BELOW 3•
FINISHED ORAD IX CNS ARE BEA
RDLd a7AAgAIOMINIS AMAPU ICAMISANDIMLLNNIa7AuaDATALLVNITIGALAM➢IDAOII)MMSalaa,PaTaa1
ANDMLi 0WiDIAhrM MBOl4LsiiORINMIWPeODUCIMAYSNi0a1 MALL MI HMULXWMINAD➢RIONI0
CONoelEaaoeln
ib.3kl ami mprovad arae, monholis tD mft minimum 51rchp and rimdmum 12 Indnwa
oboon finished grade or must have minimum 2' dlomaber concrate r'Ing pourad of grade.
38" MIN.
7. ALL NEW WATER MAIAIP MID PMIAMSH LLLHIAMUM PIP1M"THNOLaHTHEM PMR70MO FLAKE%
In pa4FDd area, COver rnst Mope In all directions tO match piRdng.
N
MINIMUM OF SNE t} FORT LCNO. ONLY ONE NIDTH
EXTENSION TO BE JSED PER VALVE,
rWil-E FIST
-ENSIGNS
es N rM M]3T1a'IM. aLFMJNAPMMUUA11DRAr YTIR3118AK LelO01 MTitPRliEa:1CPAA0LN01RTM
SLA•Z1YI�AICtACRYOPNIISPDAkLR9PTY1NIirlrlOa,T{iia➢NTIIACTONaHALLNa•PLI;IAeTALLAAOs1Mt1YImPWam,
S-395302
W-395302
NCTE: ALL Ear ARE rO I MADE I
°2"
coaF0eAT10Nenapv as ROlFAbMm ui%Aw r mLLwr um AI1Ri7uxzi NIPO1TmRm18ANDnim AmvTAI u No
OF STEEL. SIZED AS NtTEC, AND PAINTED
MTH TWO COATS OF META_ PAINT. i� I� -
i - ., I
iONN611ONmN UMMADIMrVAMTI;JiWMI CMMWMTHINVWWr.UFkAL1eMA11e0s18 MADILUML
THl NmIM FPmiO NAI aH1N N3AMWlaal0, 01rIF1CrM, PILDFina1, Aro }4AtlND aaTH FEMJNAAD FLel1YTN're10.
J'
21"
iNEWWATMAbANmDX4=xkeIRVCEIA7MUMALLAETL ATAffMMP�lua!aFl!0PelADOKWON M
ZT JO
,��' o�, ,�TAS� l IN COMPLIANCE WITH CITY F RENTON STANDARDS
I
VALVE MARK3R NOTES; 1
_
OF an MILPJ DICIP 01I
TH R1 TAR*PI=136UPON :ATIPACMWCDWIa1DPoem OMOPTHIMMUM NT WlLEA= mmm WITH A ]WALLMMMFET%FU M%
I
I
VALVE NIARKSRS SNAI.-BEER
TO CAR5aNl� UTILITY .IAAR1fER
AN3TMMAIMIAiAM1lMWALL 11TAM PaRPUAlY1iTI W7MALI= OWMPWRR
� -
j
VALVE MASKER POST TO BE USED -OR AL_ VALV MAMER POST
A THECWM CTGm3HMlMOTIA'7NECMDP AOROVM791WMrYAWMMNTBMU CEPAKfAaMA7LMIAAT]0wOA77Mw
j
MAIN LNE VALVES OUTSIDE PAVED AREAS
AMIN
MAIN Mo RI TMANATTHE cosimTI011 How moss RDlwNa THE Mm:osamAiP ronammimemes ]moon FOR.
I
THE FINALCONNICIDILTHECONTRW=SHALLSMMTCROMAILiURFACEMA'RAIAII.AINPAOMalD AW
ALLMWMMLa Reoklm n M THIC"OP R1NroA M MMM TMCDMM CTDI M 7 mrgMrlNa wS,WoRDrmii. TIN
ooNTAAcro1mFWLPIOirIIIANOasTALLSMOILLCONMMMdOCIDMm,AAOCWRMILINASIAms110AATm7N,
38..342 ��
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GIST�'g�9
SSI0 AL 51
\A
-oua:iiC WCRIX[
�� -KPAErMENT
VALVE BOX, VARKER Ile OPERATING
NUT EX7IENSION
URD, PIAN - Hai
47-N pEli1T.TC WORi{EElm
+ MPAMUMT
M"- 009.0
T1R PLAN �itAALMdf�B
I
HARCH 8D_C
1 PER CITY COMMENTS JJJ
8/15/17 JJJ
SURVEYED:
SURVEYED
SCALE:
SCALE
HORVERTICAL: NANDIZONTAL: NAD 191988
83/1 83/1 991
.
De,I.'• CITY O
VALLEY VUE SHORT PLAT
8/15/2017
DESIGNED:
JJJ
RAD HOLDINGS LLC
R E N TO N
PAGEFIELDBOOK:BOO
DRAWN:
j
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ONE INCH
DATU M
DRAWING N0:
CHECKED:
AT FULL SCALE
Planning/Building/Public works Dept.
STANDARD DETAILS AND NOTES
C6
w
NOT ONE INCH
Z
LLJ
N0. REVISION BY
DATE APPR
SCALE ACCORDINGLY
C
WATER AND SANITARY SEWER
APPROVED:
SHEET: OF:
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6 g
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