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RIM=111.77'
IE 12"CPEP(S.)=109.49'--_.'
IE 12"PVC(E.)=109.43'
P IE 12"PVC(W.)=109.27'
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STRAIGHT ARROW HOMES 910 N 31ST ST SFR
FENCE COR
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RIM=112.70'
IE 8"CONC(E./W.)
=106.46'(C.C.)
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CB (TYPE 1)
RIM=112.02'
IE 12"CPEP(N.)=109.99'
IE 12"CPEP(S.)=110.02'
IE 12"CONC(E.)=110.04'
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
SS SS SS
w
� o �
APPROX. LOCATION OF
AS LINE, PER PAINT
MARKS (TYP)
—SD SD SD SD SD SD SD SD
� I
WM ,J
WA p 8/14/2023
OF S
X�
z'
44221
AEG/STER��
sSIONAL E��
NO. REVISION
S32 - T24 - R5
i
9'
SET
REBAR/CAP
LS# 56654
FENCE COR
0.4' W
A
VICINITY MAP
ulevard Sai.9 N 3am, —d st N 33.1 s
3 N33ntl Sl N33nd • N3?nd 51
c/ Z North 32nd Street
�1 b
I m
= N3�s15� H3t e, 51
J 2
I� = PROJECT SITE Cloudbreak CafeQ SheIIQ ARCO9
(:o1 , an Point N 3uu, s N 30th. f: 30th St
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United Energy Engineers
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PROJECT TEAM:
OWNER/DEVELOPER
BRANDON SHIMIZU
STRAIGHT ARROW HOMES LLC
12015 NE 8TH ST, STE 5
BELLEVUE, WA 98005-3141
(425) 433-5458
CIVIL ENGINEER
ANDY EPSTEIN
THIRD DAY DESIGN, LLC
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
andy@thirddaydesign.com
GEOTECHNICAL ENGINEER
JOSEPH WU, P.E.
PIONEER ENGINEERS, INC.
P.O. BOX 33628
SEATTLE, WA 98133
(206) 427-9118
josephwu.pei@gmail.com
SURVEYOR
JACOB GOODMAN-MILLER
TERRANE
10801 MAIN STREET, SUITE 102
BELLEVUE, WA 98004
(425) 458-4488
jacob@terrane.net
ARCHITECT
JULIAN WEBER, AIA
1257 S KING ST
SEATTLE, WA 98144
(206) 953-1305 ext. 100
jw@jwaseattle.com
SITE DATA:
PROJECT SITE ADDRESS: 910 N 32ND ST
TAX PARCEL NO: 3342101750
UTILITY DISTRICT INFORMATION:
WATER/SEWER: CITY OF RENTON (425) 430-7339
FIRE DISTRICT: RENTON REGIONAL FIRE AUTHORITY (425) 430-7000
CABLE TV: COMCAST (800) 934-6489
GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779
LEGAL DESCRIPTION:
(PER STATUTORY WARRANTY DEED RECORDING# 9003151548)
LOT 49, BLOCK 15, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE, NO. 1, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON.
BASIS OF BEARING
N 01048'13"E BETWEEN CITY OF RENTON CONTROL POINTS #1836 AND
#1886.
VERTICAL DATUM/BENCHMARK
NAVD88 PER CITY OF RENTON BENCHMARK #1836
CONC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST
ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET)
TOPOGRAPHICAL SURVEY
BY TERRANE DATED 08/06/21
�— SD SD SD SD
SD
SID
SD
SETBACKS:
20' FRONT YARD
N
N'q.CB (TYPE 1)
5' SIDE YARD
RIM=114.56'
20' REAR YARD
.`° ,�°y
•°k�
IE 12"PVC(W.)=11:
N W W W W
IE 12"CONC(E.)=1'
ZONING:
R-8
W
W
W W W
— SS SS SS SS SS
SS
SS SS SS
CRITICAL AREA:
WELLHEAD PROTECTION AREA - ZONE 2
,R5 h�6 '101 P
Ibik'
"$
SCHOOL DISTRICT:
RENTON #403 (425) 204-2300
x x x1 x >^
N 31ST ST RI (TYPE 1)
M=115.44'
IE 12"PVC(E.)
_=113.59' Ago! �
G IE 12"CONC(W.) I �=113.54'
—SDI - - - - SD SD SD SD SD 10 5 0 10 20
SCALE IN FEET
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
AE\RR
CHECKED:
AE
BY
DATE
APPR
APPROVED:
AE
SCALE.
VERTICAL: NAVD 1988
1 "-10' HORIZONTAL NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Know what's below.
Call before you dig.
CITY OF
V'R] RENTON
Planning/Building/Public Works Dept.
SHEET INDEX
SHEET NO.
SHEET TITLE
R0.00
COVER SHEET
R0.01
TOPOGRAPHIC BOUNDARY SURVEY
R1.00
31ST ST PLAN AND PROFILE
R2.00
STANDARD NOTES
R2.01
CIVIL NOTES, ABBREVIATIONS AND
STANDARD DETAILS
R2.02
STANDARD DETAILS
R2.03
STANDARD DETAILS
co
Z
0
R-419801
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
2
O
O
Of
DATE.
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR 8/14/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P /
DRAWING NO:
R0.00
COVER SHEET SHEET:1 OF: 7 (n
TM
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O
O
T_
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U
LEGEND
0 ASPHALT SURFACE O REBAR AS NOTED (FOUND) ii;TOPOGRAPHIC & BOUNDARY SURVEY
BUILDING REBAR & CAP (SET)
CENTERLINE ROW SS SEWER LINE
0 CONCRETE SURFACE U SEWER MANHOLE
RETAINING WALL " SIGN (AS NOTED)
X X FENCE LINE (CHAIN LINK) SD STORM DRAIN LINE
FENCE LINE (WOOD) SIZE TYPE O° TREE (AS NOTED)
INLET (TYPE 1) ® WATER GATE VALVE
® MAILBOX (RESIDENTIAL) W WATER LINE 4.0 ,
APPROX. LOCATION FENCE END
►�� MONUMENT IN CASE (FOUND) WM D WATER METER F SEWER PER PAINT 0. 5' W • •• ••• •�
MARKS (TYP) °
` d
P POWER (OVERHEAD) D4 WATER VALVE APPROX. LOCATION
°; •••
PP O POWER POLE oo� MARKS T(RYP)R PAINT
. 109.51 e• •
•d
, d
CONIC .
d
110.7 110.5 0.1' W 'd
EAVE
09.2 -
obryti 3 0 � 10.9 111.2x WALL ct FENCE
0.0.2' W 5. 0'
00 �.
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14. 8' 10.4 ' 110.3• Id, .9
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0 94 11
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INDEXING INFORMATION w w 30" DEC REBAR/CAP ,�. MATCH LINE - SEE SHEET 2
-�-
25 SET >- LS# FOUND 29537 (DISTURBED)
SW 1/4 SW 1/4 z5 ROW ,` REBAR/CAP W ,^ 0.46'W OF PROP COR
N 4 NE 4 SECTION: 32 °� LS# 56654 Q
x 4.9'
TOWNSHIP: 24N 70j.ss. 1083
° 89.04'22 W
w4 SE 4 RANGE: 05E, W.M. WOOD SET '
COUNTY: KING 107,491n 22P I CONC WALL 11 o REBASR/6CAP ALL 50.00 J -� EAVE
H
WALL�j 12.7 11 Q 13.2 1ia.o s
6 N FENCE 3.s ,.5. N „3 s , � �
FENCE
x EAVE N 89.04'22" W 50.00' 0.7'W
108
,12.4� - 9 113.7
1oe� 09.2 'o %1,9 � WALL SET
APPROX. LOCATION o �. SHED p 3' W �� w REBAR/CAP
I1 ' OF POWER PE PAINT
W vi MARKS (TYP) SHED Q LS# 56654
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w
o FENCE COR
'arn� e 0. 2' W
FENCE
10 I - 0.6' W
N AVE
43 432
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FENC
0 0.3' W ATE
( IN FEET) M z d
1 INCH = 10 FT. �1 '
0" 5
FENCE
c o •• a ,d ,114
U. 0.6' W
n ' n` d
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114.77 7
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RIM=111.77' .1116 N a ASPHALT
IE 12"CPEP(S.)=109.49' 6"EC 1.3' E
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OHPT=146.48� FENCE END SET PK NAIL 49x,
P `� P IE �� WALL _ WOOD� SET �'� N 89'04 36 W �4
P 0.4'W & 0.2'S W/ WASHER
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�- P -$- P ''� 4
PP o ::1p �P P� o P�P�p
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OHPT=146.59� P ,� P�Px zs P P- -P P P P
P P P P P P-P_P R
SDMH P P of P P � I P P P
SD „ . a P P
RIM=112.12' - SD SD - SD SD SD SD 5 SD P P - P P P OHPT= 4
P
IE(N) 18"PVC=103.37' 3 I w I I P SID
IE(S) 18"PVC=103.47' o : N O oo
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k�m " RIM=114.56' RIM=120.05' JOB NUMBER: 210956
IE 12"PVC(W.)=112.96' IE 8"CONC(E./W.)
IE 12"CONC(E.)=112.96'=111.05'(C.C.) DATE: 07127121
-W--W W W W
DRAFTED BY: TGC
- SS SS SS SS SS - SS -{ ) SS CHECKED BY. JGM / CSP
�`1•
11 - n1
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N 89'04'36" 12 3
SCALE:
R MMH112.70'
o 99.73' MEAS.
IE 6.46(E./W.)
=106.46'( C.C.
APPROX. LOCATION OF
GAS LINE, PER PAINT APPROX. LOCATION OF WATER LINE, PER PAINT
R-419802
REVISION
08/06/21
HISTORY
'L
ADDTTOPO &ADD
MARKS (TYP)
MARKS (TYP)
CB (TYPE 1)
FOUND CONC MON
3
RIM=115.44'
PROJECT #211094
W/ BRASS DISK
3
IE 12"PVC(E.)
IN CASE, DOWN 0.8'
=113.59'
12106121
PER COMMENTS
CB (TYPE 1)
G G G G G G G G C.
IE 12"CONC(W.)
0 1/101221
UPDATE DRAWING
RIM=112.02'
SD SD SD SD SD S 3 SD SD SD �- SD SD SD SD SD SD =
SD 113.54SD
IE 12"CPEP(N.)=109.99' I SDSDSDSD
IE 12"CPEP(S.)=110.02' N
IE 12"CONC(E.)=110.04'
WM u
SHEET NUMBER
2OF2
FENCE
0. 6' W
W
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W
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0
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W
0
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W
0
0
CB (TYPE 1)
RIM=111.77'
IE 12"CPEP(S.)=109.49'
o IE 12"PVC(E.)=109.43'
P IE 12"PVC(W.)=109.27' `��<<
P P
P o P P Ile
n P P
P P P P
P _- P
SD SD SD SD SD
CTnim
� SS
W W WW
- SS SS SS - SS -
xcry4P
SSMH
RIM=112.70'
IE 8"CONC(E./W.)co
=106.46'(C. C. )
FENCE COR
0.3' W_�
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w�
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00
t-
0
Z
4" 0 SDR 35 PVC ROOF DRAIN
LINE @ 2.00% MIN., LION
SUMP PUMP FOR FD
SOLID LID
RIM -113.8
IE IN -111.2 4" FD
IE OUT 112.6 2"
15' BLDG. SETBAQK
i
vv vv -- - vv- vv
12.10 L
112.76
SS SS . FL 112.72 SS 112.78 ME
50+72.41 `
10.00-L-
�` 90 112.16 FL-
-.°ry n 1
13.00 L
c�
CB (TYPE 1)
RIM=112.02' SD SD SD -
IE 12"CPEP(N.)=109.99'
IE 12"CPEP(S.)=110.02'
IE 12"CONC(E.)=110.04'
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
IE-IN = 111.3511 q 11.6336" PVC (N)_
G G G-�G
SD SD SD / SD
I
J 1
SD
N 31 ST ST
Horizontal Scale: 1 " = 10 Vertical Scale: 1 " = 5
FENCE COR
0. 4' W
a
00
rn
0
Q
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0
Z
159 6" 0 SDR 35 PVC ROOF DRAIN
LINE @ 1.00% MIN., UON
OCKERY
1
RAIN GARDEN
MIN. BOT. AREA @ SURFACE 28.75 SF (2.5-FT x 11.5-FT)
FACILITY BOT. AREA ELEV. = 112.4
IE IN 112.9 4" ROOF DRAIN
OVERFLOW RISER ELEV. 112.9 (MIN. 6" PONDING)
05
ASPHALT MIN. TOP ELEV. 113.4 (MIN. 6" FREEBOARD)
WATER SURF. AREA AT OVERFLOW ELEV. = 68.5 SF
(DESIGN); 67.2 SF (MIN.) .y
2a 9.50'LT
9%1yti
\ NDSIW114.44AAAri
-114.31 y9ti 51 +25.40; 21.50 L`9-
o�OHPT= 46.
> WM tea.
PAVING LEGEND
UNLESS OTHERWISE NOTED:
?! 4" HOT MIX ASPHALT OVER
N6" CRUSHED ROCK BASE
�t> e t. CEMENT CONCRETE SIDEWALK
10 5 0 10 20 CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
2" OF HOT MIX ASPHALT OVER
SCALE IN FEET 4" CRUSHED ROCK BASE
+++++++
++'.++'.++'+++ NATURAL GRASS TURF
+++++++
�R 14.49 115• 114.67
OHPT= 46.4 'a �A93 1�kgo�*61�Ak66
9
s ,a SD -SD -SD -SD -SD � SD � SD
N 113.97 ME a` t° CB (TYPE 1)
113.91 ME kyo 51+30.27 �0e ,�° RIM=114.56'
51+27.40 .` 14.23 L Il .` IE 12"PVC(W.)=112.96'
W 13001 W W W W IE 12"CONC(E.)=112.96'
WW W W W W
-113.86 FL 113.97 ME
51+25.40 SS -57+27 40- SS SS SS / 3S� SS SS SS SS SS -
41
- -I
G -
-SD
N\31CD
ST ST
CB (TYPE 1) LO
(RESID`ENTIAL ACCESS) IE 12" VC(
IE 12"PVC(E.)
\=113.59'
IE 12"CONC(W.)
=113.54'
S' - -SD SD �
SHEET NOTES
SITE:
O
1. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO COR STD. PLAN 110 AND 220.20.
2. PROVIDE TEMPORARY GRAVEL ACCESS.
3. ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION WITH RENTON POSTMASTER.
4. CORNUS KOUSA' CHINENSIS' (CHINESE KOUSA) 2" CALIPER.
5. TRANSITION NEW FLOW LINE TO EXISTING FLOW LINE.
OSEWER AND STORM:
1. EXISTING 6" SEWER STUB TO BE REUSED. LOCATION IS APPROXIMATE BASED ON SEWER CARD NO. 2218953. CCTV
OF EXISTING STUB IS REQUIRED FOR REUSE. PROVIDE VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR
FOR REVIEW AND APPROVAL. IF APPROVED, SEWER STUB MAY BE LINE FOR REUSE. IF REJECTED, A NEW SEWER
STUB WILL BE REQUIRED PER STD. PLAN 406.1 AND THE EXISTING SHALL BE CUT AND CAPPED AT THE PROPERTY
LINE.
2. CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 SADDLE FOR CONSTRUCTION OVER EXISTING PIPE AND SOLID
LOCKING LID PER COR STD. PLAN 204.10.
3. INSTALL CLEAN OUT PER COR STD. PLAN 406.1 AT PROPERTY LINE.
❑ WATER:
1. NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES (SEPARATE WATER PERMIT
REQUIRED).
2. CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAIN LINE BY CITY FORCES (SEPARATE WATER PERMIT
REQUIRED).
DRY UTILITY
CD
1. COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES.
2. INSTALL CONDUIT ALONG PROPERTY FRONTAGE FOR FUTURE UNDERGROUNDING OF OVERHEAD UTILITIES.
COORDINATE SIZE, TYPE AND QUANTITY OF CONDUIT WITH UTILITY PROVIDERS.
O TESC/PROTECTION:
1. PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30.
2. PROTECT UTILITY LINE AND APPURTENANCES.
REMOVAL:
1. REMOVE EXISTING SHRUBS WITHIN THE RIGHT-OF-WAY AS REQUIRED FOR PROPOSED IMPROVEMENTS.
I
ROAD CL
ZO EXISTING ASPHALT
PAVEMENT
10
10....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 105
50+30 50+40
50+50 50+60 50+70 50+80
50+90
51+00
51+10
51+20
EG @ CL 112.60
112.76 112.97 113.17 113.39
113.61
113.83
114.04
114.25
FG/EG @ SAW CUT
112.92
113.14
113.38
113.61
113.84
FIG @ FL
112.86
113.08
113.30
113.52
113.74
FIG @ R.O.W.
113.59
113.81
114.03
114.25
114.47
E p 8/14/2023
F WAS I
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
44221
�EciSTER�°
SSIONAL
NO.
REVISION
51+30
114.48
51+40 51+50 51+60
114.68 114.90 115.13
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
AE\DW\RR
CHECKED:
AE
BY DATE APPR APPROVED:
AE
51+70
115.36
51+80
115.60
SCALE:
VERTICAL: NAVD 1988
1 III
1 0' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Know what's below.
Call before you dig.
%R]
CITY OF
RENTON
VASOF
Planning/Building/Public Works Dept.
13'
I
1.5' R.O.W. DEDICATION
I
25EXISTING R.O.W.
26.5'
0.5'
8' PLANTER 5'
2.0% 1 1.!
CEMENT CONCRETE -j
SIDEWALK PER STD PLAN 102
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER STD. PLANS 101 AND 101.1
PAVEMENT RESTORATION PER STD PLAN
103. ALL PAVEMENT RESTORATION PER
CITY OF RENTON STANDARDS, TYP.
SECTION A -A R1.00
SCALE: 1 "=5'
cory
Z
0
R-419803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
2
0
2
0
Of
Q
DATE.
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR 8/14/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK: B Ur
PAGE: P C/'
DRAWING NO:
R1.00
N 31 ST ST PLAN AND PROFILE SHEET 3 GF 7
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DocuSign Envelope ID: 3B1 B34D3-7EOA-476C-ADB3-4329FFEOC108
DocuSign Envelope ID: 3131 B34D3-7EOA-476C-ADB3-4329FFEOC108
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
N
N
W
0
3-
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY.
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12. 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 AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND
220.20.
13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
• ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
• ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.00
!A PUBLIC WORKS SURFACE WATER STANDARD PLAN efl@W&dby:
�I� DEPARTMENT 8/13/2020
NOTES (1 OF 2) a'ag- Pastucha
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DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
ST . PLAN - 413
•n PUBLIC WORKS WASTEWATER UTILITY APPROVED
DEPARTMENT STANDARD NOTES Martin Pastucha O/26/2
ruder woes •tlm,x,v"or DATE
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
1 8:4E
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4-8INCH ROCK 140 - 70% PASSING;
• 2-4INCH ROCK / 30 - 40% PASSING; AND
• LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NONSKID LID PER ADA REQUIREMENTS.
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN .BfBNif&§Hed by:
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`�1� DEPARTMENT NOTES (2 OF 2) artin Pastucha/13/2020
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1. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE
INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR
ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT.
2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE
COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP).
3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION
AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE.
5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG
THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE.
6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT
FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE -CCTV THE WORK.
7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC.
NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT
EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD
NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT.
8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES
IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS
SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL
VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE VIDEO RECORDING DURING
EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND
OBSERVATIONS ARE SEEN AND LOGGED.
9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE)
SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST
THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY.
10. THE CCTV CAMERA SHALL HAVE A WATER -LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO
SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION.
11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION.
12. PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE
CONSIDERED ACCEPTABLE.
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STD. PLAN - 266.00
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EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF 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.
5. 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL 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 ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 268.00
,• PUBLIC WORKS EROSION AND SEDIMENT CONTROL [PPRCVTD
`Jf1� DEPARTMENT GAZ 9/28/2018 1
STANDARD PLAN NOTES
1,Wo A--trotor DATE
SURVEYED: SCALE.
TERRANE
DESIGNED:
AE
DRAWN:
CHECKED:
AE
BY DATE APPR APPROVED:
AE
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
:45 Alt
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD-
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o STD. PLAN - 300.0
�' a► PUBLIC WORKS WATER PLAN GENERAL NOTES
PF NTO� DEPARTMENT MARCH 2O10
Know what's below.
Call before you dig.
CITY OF
[."RI RENTON
VASOF
Planning/Building/Public Works Dept.
R-419804
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR
OFFSITE IMPROVEMENTS
STANDARD NOTES
8/14/2023
FIELDBOOK: B
PAGE: P
DRAWING NO:
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FACE OF CURB
6 12'�-
5 12' 1"
"R r 1"R 7:24
TOP OF
1/2" R. ROADWW
AY
1
1 - �
_ r
_ 1 6
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12"_, FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12" R. ROADWAY
1
io
1
1 - 6"
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R.
1" R SIDEWALK RAMP
OR LANDING
VARIES
FROM 1
6"TOO
6"
t
318" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2"
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
f - r 1' 12' R. ROADWAY
2-
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
6 12-
_512" 1"
12' R. i" R.
1 TOP OF
ROADWAY
'v I:v
1
8 1/4'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
0 PUBLIC WORKS ,CEMENT CONCRETE CURBS
DEPARTMENT
ABBREVIATIONS:
AC
ACRE
APPROX
APPROXIMATELY
APWA
AMERICAN PUBLIC
WORKS ASSOCIATION
ARCH
ARCHITECTURAL
ASPH
ASPHALT
ASTM
AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AVE
AVENUE
BLDG
BUILDING
BMP
BEST MANAGEMENT PRACTICE
BOM
BOTTOM OF PIPE
BW
BOTTOM OF WALL
C/COMM
COMMUNICATION
CL
CENTERLINE
CB
CATCH BASIN
CF
CUBIC FEET
CI
CAST IRON
CL
CLASS
CMP
CORRUGATED METAL PIPE
CO
CLEAN OUT
COB
CITY OF BELLEVUE
CONC
CONCRETE
CPEP
CORRUGATED POLYETHYLENE
PIPE
CR
CROWN OF PIPE
CSTC
CRUSHED SURFACING TOP
COURSE
CSBC
CRUSHED SURFACING BASE
COURSE
DEPT
DEPARTMENT
DI
DUCTILE IRON
E
EAST
EA
EACH
EC
EXTRUDED CURB
EG
EXISTING GRADE
ELEV
ELEVATION
EP
EDGE OF PAVEMENT
ESC
EROSION & SEDIMENT CONTROL
EXIST
EXISTING
FFE
FINISH FLOOR ELEVATION
FIG
FINISHED GRADE
FH
FIRE HYDRANT
FL
FLANGED
FT
FEET/FOOT
G
GRVL
GV
H
HDPE
HMA
HORIZ
ID
IE
IN
L
LAT
LF
LON
MAX
ME
MH
MIN
MISC
MJ
MON
N
NC
NO.
NTS
OC
OD
OFF
PC
PCC
PI
PL
PP
PRC
PROP
PT
PVC
PVMT
R
RCW
ROW
S
SCH
SD
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
o_
GAS
GRAVEL
GAS VALVE
HEIGHT
HIGH DENSITY POLYETHYLENE
HOT MIX ASPHALT
HORIZONTAL
INSIDE DIAMETER
INVERT ELEVATION
INCH
LENGTH, OR LEFT
LATITUDE
LINEAR FEET
LONGITUDE
MAXIMUM
MATCH EXISTING
MANHOLE
MINIMUM
MISCELLANEOUS
MECHANICALJOINT
MONUMENT
NORTH
NO CURB
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMTER
OFFSET
POINT OF CURVATURE
POINT OF COMPOUND CURVE
POINT OF INTERSECTION
PROPERTY LINE
POWER POLE
POINT OF REVERSE CURVE
PROPOSED
POINT OF TANGENCY
POLYVINYL CHLORIDE
PAVEMENT
RADIUS
REVISED CODE OF WASHINGTON
RIGHT-OF-WAY
SOUTH
SCHEDULE
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
SDR
STANDARD DIMENSION RATIO
SF
SQUARE FEET
SPECS
SPECIFICATIONS
SQYD
SQUARE YARD
SS
SANITARY SEWER
SSCO
SANITARY SEWER CLEANOUT
ST
STREET
STA
STATION
STD
STANDARD
SWPPP
STORM WATER POLLUTION
PREVENTION PLAN
T
TELEPHONE
TIC
TOP OF CURB
TEMP
TEMPORARY
TESC
TEMPORARY EROSION &
SEDIMENT CONTROL
TP
TOP OF PAVEMENT
TOP
TOP OF PIPE
TW
TOP OF WALL
TYP
TYPICAL
UG
UNDERGROUND
UIC
UNDER GROUND INJECTION
CONTROL
UON
UNLESS OTHERWISE NOTED
UP
UTILITY POLE
V VERTICAL
W
WEST
W/
WITH
WAC
WASHINGTON ADMINISTRATIVE
CODE
WSDOT
WASHINGTON STATE
DEPARTMENT
OF TRANSPORTATION
WV
WATER VALVE
YD YARD DRAIN
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
C2RAISE0 EDGE DETAILLEVELDEWALK TRANSVERSE12'(IN)RINCLUDE RAISED EDGE
ROU OING
Z SEE RAISED EDGE
1'-P SIDEWALK DETAIL - THIS SHEET'
ALL CUT MIN.
-LOPES]
L/ 17 (IN) R. (TYP.)
FOR CURB DETAILS
SEE STD PLAN 101
oH�t1E¢ 7
SIDEWALK
3.8- (IN) PREI.'OLDCDJOINT FILLER
TYPICAL WHERE APRJCABLE
1 12' (IN) R. (NP.) FOR CURB DETAILS
_ 1.5% ZSEE STO PLAN 101
5 -;ems^�'+-r,- ,EXISTING ROADWAY
r - •,�CRUSHED ROCK BAS
LTYPICAL UNDER CRUSHED SURFACING TOP COURSE (CSTC)
SIDEWALKLK ACT TO 95% MODIFIED PROCTOR
WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY
BASE, WHICHEVER IS GREATER IT-. FOR
ALL CURB 8 GUTTER).
FINISHED GRADE I'(IN) BELOW
TOP OF CONCRETE SURFACE
Z-0•• I SIDEWALK
ADJACENT TO CURB MIN.
1•-0• r-o•
12' (IN) R. (rYP.)
ROU DING FOR CURB DETAILS
2.0% 1 _ 1.5% SEE STD PLAN 101
BRIDGE OR PEDESTRIAN ��N^` , •`�•1'! �-� 2
RAILING
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -SEE
SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES)
CONTRACT PLANS rWALL OR BARRIER
I I 12- (IN) R. (TYP.) J--
1 I SIDEWALK
FLUSH 1 •� 1.5%
•-� •' 2-.'r��.`•y'(�� Y ..r 12• N) R.
VERTICAL WALL ^ ,W .._ /, - -. _ -. ,\•1'.,j..'✓' ;w} :. •�(IN)
SEEDETAJLO!a'(1N)PREMOLOEOJOINT FILLERADJACENT TO CURB AND RAILING OR WALL EMO
PREMOLDED
JOINT FILLER
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
�E (SEE NOTE 10)
SIDEWALK 1, (IN)R.
SECTIONS �1 vl (TYP.) FOR CURB DETAILS
,
1,5%MIN SEE STD PLAN 101
FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED -
ADJACENT TO BUFFER STRIP
GROOMED FINISH
OR MATCH EXISTING
4•'MDE. SMOOTH
TROWELED PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
FOR CURB DETAILS
SEE STD PLAN 1D7
Z 118'T0114'
NOTES-
1. Four feet of the sidewalk width shall , �-
be the minimum pedestrian
accessible route tstru free vertical
and horizontal obstructions.
Gratings,
Access Covers, Junction Boxes,
Cable Vaults, Pull Boxes and other
appurtenances within the sidewalk
must be flush with surface, and match
grade of the sidewalk. -
2. Monolithic Cement Concrete Curb and
Sidewalk Is not permitted In new For other referenced NOTES see
construction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement
Concrete Curb build per WSDOT
Standard Plan F-30.10-03. Paved surfaces must comply with
3. Concrete to be 4,000 P51. STD PLAN 102.1 as applicable.
�i
CONTRAcnONJOINT
IN SIDEWALK ONLY
••,!•r TO •r
R
�• •�
FULL -DEPTH
EXPANSION JOINT IN BOTH
'
CURB AND SIDEWALK
(SEE Sm PUN COL. t)
JOINT AND FINISH
011 - e•
II�'ll
C CONTRACTION JOINT
DETAIL
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
-
PUBLIC WORKS CEMENT CONCRETE STD. PLAN
EI'
DEPARTMENT SIDEWALK �Yr r I
GENERAL NOTES:
1. CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ENGINEER PRIOR TO CONSTRUCTION.
2. ANY DISCREPANCY IN THESE DRAWINGS, SPECIFICATIONS, AND/OR THE SITE CONDITIONS SHALL BE REPORTED TO THE
ENGINEER, WHO SHALL ADDRESS SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES. ANY WORK
DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S
RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK.
3. THE LOCATION OF EXISTING UTILITIES SHOWN MAY DIFFER FROM ACTUAL LOCATION. CONTRACTOR SHOULD NOT
ASSUME UTILITIES SHOWN WILL BE THE ONLY UTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE. VERIFY
EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO UTILITY
PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE PROCEEDING WITH
FURTHER WORK.
4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTING AND ENFORCING A SAFETY PLAN TO
PROTECT WORKERS AND THE PUBLIC FROM INJURY OR HARM. THE PLAN SHALL CONFORM TO ALL LOCAL, STATE AND
FEDERAL REGULATIONS AND INCLUDE THE FOLLOWING:
4.1. CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECHNICAL ENGINEERING EXPERT FOR DETERMINING SOIL
CLASSIFICATION RELATIVE TO SAFE SLOPING OF SOILS.
4.2. CONTRACTOR SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND
EARTHWORK OPERATIONS FOR SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS
REQUIRED TO PROTECT WORKERS.
4.3. IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DICTATE ANY UNSAFE CONSTRUCTION MEANS OR
METHODS; CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF CONSTRUCTION CONFORMING TO THEIR
SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE CONTRACT DOCUMENTS.
5. PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, AND/OR OTHER APPROPRIATE BEST
MANAGEMENT PRACTICES; COORDINATE MEASURES WITH OWNER AND CITY OF RENTON.
TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:
1. EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF GROUND
DISTURBING ACTIVITY.
2. ESC MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC MEASURES. SILTATION OF EXISTING OR PROPOSED DRAINAGE
FACILITIES SHALL NOT BE ALLOWED.
3. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED. THE CONTRACTOR
SHALL PROVIDE ADDITIONAL ESC MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER, OWNER OR
INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC REQUIREMENTS MAY RESULT IN CIVIL PENALTIES
BEING LEVIED AGAINST THE CONTRACTOR.
4. DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN
48 HOURS AFTER STOP OF WORK. DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH), ALL SOILS THAT
WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR STABILIZED. STABILIZATION MEASURES
SHALL INCLUDE BUT ARE NOT LIMITED TO: COVERING THE AFFECTED AREA (INCLUDING SPOIL PILES) WITH PLASTIC
SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS
SHALL TAKE PLACE AS WEATHER PERMITS.
5. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS,
DRAINAGE SYSTEMS, OR OFFSITE PROPERTIES.
6. CATCH BASINS/INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO
8/14/2023
IL
�p 44221
�FG / S T E?, 1�
SIs,
IUNAL
NO.
REVISION
BY I DATE
NOTES
1. Not used.
2. All ramp and landing edges shall be separately formed.
3. Utilities structures that must remain are to be made non -slip or non-skid.
4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the
Pedestrian Circulation Route.
5. Drainage appurtenances, such as manholes, catch basins, etc. shall not be located in the PAR. These should be located
in the street or the buffer strip.
6. Accessible pedestrian access shall be provided for during construction.
Y o STD. PLAN - 102.1
PUBLIC WORKS UTILITY PLACEMENT IN PI,R oyI D
DEPARTMENT CEMENT CONCRETE SIDEWALK
( �FNTO
Grelt6 Ammerman, Pub,c WofW Adr., Wfator
THAT SEDIMENT -LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM.
7. PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE
DEVELOPED CONDITION) AND STABILIZE.
DEMOLITION NOTES:
1. THE DEMOLITION SHOWN ON THE CONSTRUCTION PLAN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO
BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S
BENEFIT. DEMOLISH, REMOVE AND LEGALLY DISPOSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO
ACCOMMODATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. OBTAIN ALL PERMITS REQUIRED FOR
DEMOLITION AND DISPOSAL.
2. ALL CONSTRUCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS.
RESTORE ANY ITEMS DAMAGED DURING CONSTRUCTION TO THE PRECONSTRUCTION CONDITION.
3. LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LINE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD
NOT EXTEND ONTO ADJACENT PROPERTIES UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY
ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING LOTS, DRIVES,
DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN
BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO
GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS ON THE DRAWINGS OR WITHIN THE
GEOTECH REPORT, WHICHEVER IS MORE STRINGENT.
5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A
LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND
DISPOSAL.
6. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR
RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING
PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF ALL UTILITY SERVICES TO EXISTING BUILDINGS
PRIOR TO DEMOLITION OF THE BUILDINGS. WHERE SHOWN, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS
PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF
THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF
EXISTING UTILITIES.
8. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR
RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
9. STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR, UNLESS OTHERWISE NOTED.
GRADING NOTES:
1. ADA COMPLIANCE:
•a. SHALL BE IN ACCORDANCE WITH CFR 28, PART 35;
•b. FOR WORK IN THE RIGHT-OF-WAY, CFR 28, PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF
WAY ACCESSIBILITY GUIDELINES (PROWAG);
•c. ALL SITE IMPROVEMENTS SUBJECT TO THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE
DESIGN SHALL MEET THE FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO REMOVE AND REPLACE IMPROVEMENTS OUT OF COMPLIANCE WITH THE ADA STANDARDS.
2. THE FOLLOWING MAXIMUM SLOPES SHALL NOT BE EXCEEDED UNLESS NOTED ON THE PLAN AS A "MAXIMUM EXTENT
EXISTING ASPHALT _ 2.0' MIN. NEW CURB
PAVEMENT & GUTTER
(SEE NOTE 2)
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIMU
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACID Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED V 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3• THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
SM. PLAN - 103
n� + PUBLIC WORKS CURB AND GUTTER \ PPRO D:
�, DEPARTMENT REPLACEMENT DETAIL Z
et'o are
FEASIBLE" (MEF) LOCATION:
a. LONGITUDINAL/RUNNING SLOPE OF WALKWAYS AND CROSSWALKS: 5.00%
b. CROSS SLOPE OF SIDEWALK: 2.00%
c. LONGITUDINAL/RUNNING SLOPE OF RAMP: 8.33%
d. CROSS SLOPE OF RAMP: 2.00%
e. LONGITUDINAL/RUNNING SLOPE OF LANDING: 2.00%
f. CROSS SLOPE OF LANDING: 2.00%
g. TOP OF CURB SLOPE AT RAMP FLARE: 10.00%
h. FLOW LINE SLOPE AT PEDESTRIAN CROSSING: 2.00%
3. REFER TO SOILS REPORT FOR PROJECT FOR INFORMATION ON EXISTING SITE CONDITIONS.
4. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND GRADE ALL AREAS
TO PRECLUDE PONDING OF WATER,
6. ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS
STRUCTURES THAT WILL BE PRESERVED TO FINISHED GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION.
7. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY
IMPROVEMENTS.
8. PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE
DEVELOPED CONDITION) AND STABILIZE.
STORM DRAINAGE NOTES:
1. STATION AND OFFSET CALLOUTS FOR STORM (IF PROVIDED) ARE TO CENTER OF STRUCTURE.
2. PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
3. REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN
PERMANENTLY STABILIZED.
Know what's below.
Call before you dig.
SURVEYED:
TERRAN E
SCALE.
NTVC
VERTICAL: NAVD 1988
HORIZONTAL: NAD 198311991
DATUM
CITY OF
%R]
RENTON
ENTON
Planning/Building/Public Works Dept.
DESIGNED:
AE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
AE
APPR
APPROVED:
AE
R-419805
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR 8/14/2023
OFFSITE IMPROVEMENTS FIELDBOOK: B
PAGE: P
DRAWING NO:
R2.01
CIVIL NOTES, ABBREVIATIONS AND STANDARD DETAILS SHEET 5 OF:
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB3-4329FFEOC108
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
��i
N
N
0
LU
0
0
EL
DRAINAGE GRATE
GRATE FRAME
SEDIMENT AND DEBRIS
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN)
BELOW INLET GRATE DEVICE
5" MAX.
TRIM
OVERFLOW BYPASS
a
BELOW INLET GRATE DEVICE
Y.,
FILTERED
WATER -
'O�
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
09/28STD. PLAN - 216.30
.� } PUBLIC WORKS APPR ED:
`�1 DEPARTMENT CATCH BASIN INSERT GAZ
/2018 I
Pubno works Aammia[ramr DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC 2' MIN.
6' MAX. I I i 12" MI
POST SPACING MAY IN INCREASED I I 4"x4" MIN. TRENCH
TO 8' IF WIRE BACKING IS USED
BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4' TO 1-1/2" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2A1 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC71 MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 214.00
•�• PUBLIC WORKS SILT FENCE PR 9/28/2018
`J�� DEPARTMENT GA
Public Warks Aamminraror DATE
CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
:45 Al
:45 AD
SEE NOTE 4,
LIMIT OF PIPE ZONE
PIPE ZONE BE^^'"'^ A" ^
BACKFILL, SE
FOUND
LEVEL
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FLEXIBLE PIPE NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
COVER (FT)
PUBLIC?
PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
LINE CORRUGATED POLYETHYLENE PIPE (LOPE)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CPE)- TRIPLE WALL
2.0
YES
YES
YES
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)
2.0
YES
YES
YES
POLYPROPYLENE PIPE (PP) - DUAL WALL
2.0
YES
YES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12" TO 24"
12"
30" TO 96"
DIAMETER 13
102" TO 180"
48"
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 220.10
[;R]
% PUBLIC WORKS PIPE ZONE BEDDING AND .D8aMiBed by:
DEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 8/13/zo 0
i698Q,1FD9864"D... DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
GRASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
OPTION 1 - NO DISTURBANCE
PLANTING BEDS
TURF (LAWN) AREAS
3"-4" ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60TII-F,
GRASS: SEED OR SOD
-
=1
H I�
I
-II
H 1II
1III
I�=I
3" OF COMPOST INCORPORATED
J1L=1 I I-1 I I�
I I=1 I I=1 I I=1 I I=1
I I-1T_I =1 I-1
I I -III- I I=1 I I
I-1
I I I
I
11=1 I I -I 11=1 I I=1 11=1
-I 11=1 11=1 11=1 11=1
-III -III -III -III -III
1
T I I i
I I -I I In
11=1 11=1 I
-III -I
I
1.75" OF COMPOST INCORPORATED INTO
INTO 5" OF SITE SOIL (TOTAL=11I-III-III-III-III-III-III
-
I= �T
-I
I E=1 I1-111=111-11 F511-111
6.25" OF SITE SOIL (TOTAL AMENDED DEPTH
AMENDED DEPTH OF 9.5", FOR A
=I I=III-III=III=III=1I
I-
III=1I-III-I
I1=III=1I1=1I1=1I
OF 9.5", FOR A SETTLED DEPTH OF 8")
SETTLED DEPTH OF 8")-
II-IIII
_II _I
1-III
1-II�
=I
II II
-II -II
-
II II
-111
8"
-11L1-111-
Jl
LIIIIIIIIi=„Illllli,lllllll
SUBSOIL SCARIFIED 4" BELOW
SUBSOIL SCARIFIED 4" BELOW
\\�
//\\\
j%
1.-- //
COMPOST AMENDED LAYER
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
(12" BELOW SOIL SURFACE)
12"
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS
TURF (LAWN) AREAS
3"4' ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
6" IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
BRASS: SEED OR SOD
NOTES:
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
3" IMPORTED
FOPSOIL MIX
COMPACTED
GENERAL NOTES:
)EPTH)
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
2. COMPOST TO MEET STD. PLAN 262.60.
SCARIFIED
BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO BE TO 85 % OF STANDARD PROCTOR.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
OPTION 5 - IMPORTED TOPSOIL
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 264.00
c��-•' PUBLIC WORKS APPR ED:
s1� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I
P"bucwork: Aammiavaor DATE
E A 8/14/2023
OF WAS
X�
44221
O��SSIONAL�
NO.
REVISION
:45 AP
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
I�
NEAT LINE TRENCH
BENCH AS NEEDED FOR j
SHORING SYSTEM WHEN J
DEPTH IS 4' OR GREATER
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
I
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
12" MIN. -- EXISTING PAVEMENT SURFACE
/\\
6" MIN., SEE NOTE 4
�- "CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW"PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
NOTES:
1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER W DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 220.20
PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PR D. 9/28/2018
`PI DEPARTMENT GAZ
Public Warks AEminis[ra[or DATE
HAND -
OR
Y111111UNTINC. nNI FYISTINf:
MIN. T
;ALVANIZED BOLT WITH
GALVANIZED WASHERS.
1
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1 /4"' (IN) POST WITH A 2 1 /2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
90'
FOR REFLECTORIZED SIGNS: MOUNT
FACING S(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
:45 AN
METAL POST
z
oN
o
T P H
LOWER SQUAR
� •
z SIGN POST
5
TUBE)
O
O
O L o i
FINISHED
10
m
V,
Ia
TnUWA
z
e
C-4 CrO
LINE
? 'a LOWER SIGN
DOST
5//18" (IN) CORNER BOLT
012 3/8- FLANGED
SUPPORT
41
(IN)
SHOULDER BOLT MATH
NUT AND WASHERS -
2 REQUIRED (TYP.)
i. ',--
BOLT STOP
W
_:GN POST
TYPE ST-4 SIGN SUPPORT
2
LOWER SIGN POST SUPPORT - 2.25'
(IN), 7-GAGE, HOT -DIP GALV.,
IN.9" HEAVY-DUTY ANCHOR
I AM
COMMFRCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE
STD. PLAN- 129
.��
PUBLIC WORKS
DEPARTMENT
METAL POST
APPROVED:
J
(ADOPTED)
G� Z�
ne'1'F
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
CHECKED:
AE
BY DATE APPR APPROVED:
AE
SCALE.
VERTICAL: NAVD 1988
NTSHORIZONTAL NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1 1' VARIES 1 1 I{.�
MIN MIN Ir1�a� MIN Mil'
IN I
SPECIAL NOTE:
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10 .T
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY I •'� l ;1,
SUBSEQUENT PATCH EDGE WITHIN 10 FEET I II
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW
j }
2" HMA ,
CENTER LINE OR
-�k LANE LINE
2" TO 8" HMA
I, k
6.5 MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT
MIN I MIN VARIES MIN MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH - - 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
\6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 957 MODIFIED
PROCTOR,
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 957
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR STD" PLAN - 110
• PUBLIC WORKS
DEPARTMENT FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY �o
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CITY OF
RENTON
Planning/Building/Public Works Dept
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
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STRAIGHT ARROW HOMES 910 N 31 ST ST SFR 8/14/2023 =
OFFSITE IMPROVEMENTS FIELDBOOK B Ur
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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CONSTRUCTION RECORD
DRAWING:
AS -BUILT INFORMATION FOR
RECORD DRAWINGS PROVIDED
BY TERRANE, JULY 2023.
THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
NC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
CITY
PIPING
z f-IN UNIMPROVED RIGHT OF z
PRIVATE
PIPING
FINISH GRADE
9° MIN
12" MAX
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01
PROPERTY LINE WITH 12"
LONG COPPER TAILPIECE.
SIDEWALK
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TOUCHREAD WATER
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METER TO BE
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SUPPLIED BY THE
12 z_ x
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CITY
TYPE
COPPER TUBING
SOFT
:2 >
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22-1 /2°
IF SERVICE LINE TO HOUSE IS
3/4" OR 1"
TO BE INSTALLED IN THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT
PLUG
x COMPRESSION COUPLING
I -LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER ZL COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
`C Y
i.►j� PUBLIC WORKS
3/4" AND 1" WATER SERVICE STD. PLAN - 320.1
DEPARTMENT
NOVEMBER 2009
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
r,� r--I-r----------,
----------
:,EX. SEWER MAIN I I I I '
I I I I
PROPERTY LINE
SPOOL I I I Z
(LENGTH AS NEEDED) I 1 1 I 3'-0" MIN
6" SEWER STUB I i i M t" FUTURE 4" SIDE SEWER
( DC----------�
I I 1
I I I 2"x 4" STUD MARKING POST PAINTED
!\ 6" CAP WHITE WITH THE WORD "SEWER' STENCILED
`SEWER MAIN TEE X 6" TEE 1 j i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i = WRAPPED AROUND THE STUD AND
I I I I I EXTENDED TO THE TOP OF THE STUD
� COUPLING (TYP)
C» I3
I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
--------------------------
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BEND AS
REQUIRED
EXISTING SANITARY
SEWER MAIN _2 0% MIN SLOPE \\�
\\ !\\ ` FUTURE 4" SIDE SEWER
\\-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC). CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTE.
I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB p(1����y��ppSTD. PLAN -406.1
APPROVED'-n•dby,
• PUBLIC WORKS INSTALLATION
DEPARTMENT Martin Pastucfi@1/26/202
(SEWER MAIN TO PROPERTY LINE) 8B8S8]FD988449D
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WA P 8/14/2023
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S&JONAL
1 12:
', 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
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16 S
`AyP l A
#3 BAR EACH CORNER
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#3 BAR EACH SIDE
sFF�z,
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#3 BAR EACH WAY J
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
o PUBLIC WORKS
`DII DEPARTMENT
VAMIV
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP',
12"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
& THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018 1 _
-1., W" Ad---, DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
za" '
c1
BOLT -DOWN SLOT
SEE DETAIL AND
2 1/2" DIA. HOLE NOTE 1
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1 5/8" MAX.t
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139", SEE NOTE 2
SECTION A
PUBLIC WORKS
II PDEPARTMENT
1/2"
3I4"
1 it/4"
A
TI
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
R26". SEE NOTE 2
'2"
SECTION B
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 204.10
D:
RECTANGULAR SOLID METAL COVER GAZ 9/28/2018
v"nnwo,u: Aam�m,vaw, DATE
:45 AI
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Know what's below.
Call before you dig.
R-419807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
TERRINE
SCALE:
N T C V
VERTICALNAVD,986
HORIZONTAL NAD 1983/1991
DATUM
� Y OF
10)
RENTON
•
Planning/Building/Public Works Dept.
STRAIGHT ARROW HOMES 910 N 31 ST ST SFR
OFFSITE IMPROVEMENTS
STANDARD DETAILS
ur.' �.
8/14/2023
DESIGNED:
AE
FIELD
PAGE: : B
PAGEBOOK
P
DRAWN:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING NO:
R2.03
CHECKED:
AE
NO.
REVISION
BY
DATE
APPR
APPROVED:
AE
SHEET: OF:
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