HomeMy WebLinkAboutzR-4181Set00
O
W
f—
W
SURVEY LEGEND:
FOUND MONUMENTIN CASE
®
FOUND RAIL ROAD SPIKE
®
SET MAG. NAIL
MEASURED
CALCULATED PER ROS 20071106900003
WATER VALVE
FIRE HYDRANT
®
WATER METER
OS
SEWER MANHOLE
❑
CATCH BASIN
®
AREA DRAIN
o
MAIL BOX
P
POWER VAULT
JUNCTION BOX
POWER POLE WITH LIGHT
❑ T
TELEPHONE RISER
0
COMMUNICATION MANHOLE
SIGN
ROCK WALL
POWER POLE
GUIDE ANCHOR
- P P
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
- Po Po
FIBER OPTIC LINE
- w w
WATER LINE
STORM LINE
SEWER LINE
WOOD FENCE
DECIDUOUS TREE
CONCRETE
ASPHALT
LEGAL DESCRIPTION:
THE WEST 139 FEET OF THE EAST 493 FEET OF TRACT 332,
C.E. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION
NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 11 OF PLATS, PAGE 83, RECORDS OF KING COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
HORIZONTAL DATUM:
NAD 83/91 ESTABLISHED BY HOLDING CITY OF RENTON
PUBLISHED CONTROL MONUMENTS #226 AND #1839.
BASIS OF BEARINGS:
BASIS OF BEARING: HELD THE BEARING OF S 00'33'33" W
BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE
FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT
THE CENTERLINE INTERSECTION OF JONES AVENUE AND NE
20TH STREET (ALSO KNOWN AS CITY OF RENTON CONTROL
POINT #1839). DOWN 0.5 FEET.
VERTICAL DATUM:
NA VD 88
BENCH MARKS:
CITY OF RENTON SURVEY CONTROL POINT #1839 (AS
DESCRIBED FOR BASIS OF BEARING). ELEVATION = 279.17 FEET
SITE BM #1: SET MAG NAIL AND WASHER IN NE 24TH STREET
4.2 FEET NORTH OF THE SOUTH EDGE OF PAVEMENT AND 9.2
FEET NW OF THE WEST END OF A 4' CHAIN LINK FENCE.
ELEVATION = 256.39 FEET
SITE BM #2: SET MAG NAIL AND WASHER IN NE 24TH STREET
NEAR THE WEST PROPERTY LINE, 0.9 FEET NORTH OF THE
SOUTH EDGE OF PAVEMENT AND 21 FEET WEST OF A UTILITY
POLE. ELEVATION = 247.19 FEET
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
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA Y8027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
CONDITIONS OF APPROVAL:
1. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL REQUIRED INSPECTIONS COMPLETED FOR
THE REMOVAL OF THE EXISTING RESIDENCE PRIOR TO THE RECORDING OF THE SHORT PLAT.
2. A FINAL DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AT THE TIME OF CIVIL CONSTRUCTION
PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
LANDSCAPING PROPOSED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO THE
RECORDING OF THE SHORT PLAT, ONSITE LANDSCAPING SHALL BE INSTALLED PRIOR TO FINAL
BUILDING INSPECTION FOR THE NEW HOMES TO BE CONSTRUCTED ON THE PROPOSED LOTS.
3. A FINAL TREE RETENTION PLAN SHALL BE SUBMITTED AT THE TIME OF CIVIL CONSTRUCTION
PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
0 5 10 20
SCALE 1 " = 20'
DESIGNATED EMERGENCY VEHICLE
TURNAROUND PER CITY OF RENTON 20'
FIRE PREVENTION BUREAU STANDARD
TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 z
1412 N 24TH ST. 2407 MEADOW AVE. N TAX PARCEL 052305-9041
R-6 R-6 W 1512 N 24TH ST.
SITE B.M. #2 f w R-6
I IQ of i I
STA 12+20.00, 0.00, EL.=247.19' J a ° SITE B.M. #1
N=190132.13 - EL. = 256.39' FIRE TURN
E=1302659.56 ° A RADIUS=25'
- - FIRE TURN / W 45' STA 9+70.00, 0.00'
- - - - - - - RADIUS=25' / / o \ N=190123.60
- - --- W,
- - - / E=1302909.41
15' r::::�- - - - - - --- -
-- -,o„
L .... I I I- — — — FIRE TURN \ � \ X W —
_ - - - - — — — — — — .2so oo'_ �:.... — — �....... N 24TH ST. I RADIUS=45 i\ — �►
...,
12+20 12 00 .......--� __�.__ ............ �ESIDENTtA-L.--eOttEET ........ — 20 — 45'
..��— ....Ir
777�45'
.. ............... ............... ............ ..
.........................'................. N88"02'41"W ...................... _ _.. ' ;-.r.,- .—.._ . — — —
11 + . — .— .—
f. a5'. .........................................................................................i, -.:.�o+: "- 120'
..... 00......�........... ........ - - - -
_. g+.7 ........ ---------
�..................... _.
. ° L
_............................................. ...................... ':........... .... .....................I.
,A,.... 5'R----------- --- -----
11. O.W. - -- --
a
FIRE UR------------ ----------
o `S88'02'41 E 139.04' R =
d.
66.92'
72.12'
A A
TAX PARCEL 334450-0235
1409 N 24TH ST.
R-6
0
DISCREPANCIES:
LOT 2
9,536
S. F.
LOT 1
10,277
S. F.
TAX PARCEL 334450-0234
C.D. HILLMAN'S LAKE WASHINGTON
GARDEN OF EDEN #5
L——————————— — — ---�
N88°02'41' W 139.04'
TAX PARCEL 334450-0250
2219 MEADOW AVE. N
R-6
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND
EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL
BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR
ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE
COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED
UPON THIS CONTRACT.
CONTRACTOR RESPONSIBILITY.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
EXISTING UTILITY NOTE:
ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD
SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES
NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
S AME,S
OF WASX1
CID z
38285
ISTF
�SSIONAL E��l
10/1912023 I N0. I REVISION I BY
►A
72.12'
o TAX PARCEL 334450-0230
1509 N 24TH ST.
R-6
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
BY: KEVIN M. REESE
1011912023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
KMR
SCALE:
1.,= 20,
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
CJA
DATE
A P P R
APPROVED: CJA
BUILDING SETBACK TABLE:
ZL 25' FRONT YARD
S COMBINED 15' NOT LESS THAN 5' SIDE YARD
R 25' REAR YARD
FIRE SPRINKLER NOTE:
ALL HOMES REQUIRE AN APPROVED FIRE SPRINKLER
SYSTEM SEPARATE PLANS AND PERMITS SHALL BE
SUBMITTED TO THE RENTON REGIONAL FIRE AUTHORITY
FOR REVIEW AND PERMITTING
SHEET INDEX"
TITLE
NO.
COVER SHEET AND HORIZONTAL CONTROL
1
TOPOGRAPHIC SURVEY
2
TESC, DEMOLITION, AND TREE PROTECTION PLAN
3
TESC DETAILS
4
GRADING, DRAINAGE, UTILITY PLAN & PROFILE
5
GRADING PLAN
6
CONSTRUCTION DETAILS
7
CONSTRUCTION DETAILS
8
CONSTRUCTION DETAILS
9
Know what's below.
R - 418101 Call before you dig.
VERHORIZONTALTICAU NAD NAV1913388
RCITY OF
RENTON
NWOF
DATUM
Planning/Building/Public Works Dept.
N 28TH ST
NE 28TH
ST
FV
NE27TH CT
N 27TH
oLCT
Q
a
o
0
W
N 26TH ST
=
z
U-)
W
�
Q
Qk-
cn
a
z
z
o
U
W
N 24TH ST
NE 24TH ST
SI TE
W
Z
NE 23RD ST
Q
S2
VICINITY MAP
N. T. S.
PROJECT TEAM:
APPLICANT. •
SUKHJINDER MANGAT
10623 SE 279TH STREET
KENT, WA 98030
(253) 236-6819
ENGINEER/SURVEYOR:
CHAD ALLEN PE, KEVIN REESE PLS
ENCOMPASS ENGINEERING & SURVEYING
165 NE JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
ARBORIST:
ROBERT LAYTON
LAYTON TREE CONSULTING, LLC
P.O. BOX 572
SNOHOMISH, WA 98291
(425) 220-5711
GEOTECH:
PHIL HABERMAN. PE
COBALT GEOSCIENCES
P.O. BOX 82243
KENMORE, WA 98028
(206) 331-1097
LANDSCAPE.
JEFF VARLEY
VARLEY VARLEY VARLEY
19819 30TH DRIVE SE
BOTHELL, WA 96012
(425) 446-9430
ON -OFF SITE IMPERIOUS /
PERVIOUS SURFACE SUMMARY.
PGIS = 3,199 SF
SIDEWALK = 603 SF
ROOFTOP = 10,147 SF
NEW/REPLACED PERVIOUS =
9,693 SF
TOTAL NEW IMPERVIOUS = 8,653
SF
TOTAL LIMITS OF CONSTRUCTION = 23,642
SITE DATA:
SITE ADDRESS:
1415 N 24TH ST
RENTON, WA 98056
GROSS AREA:
21,412 SF (0.49 AC)
NET AREA:
GROSS -ROW = 19,813 SF (0.45 AC)
TAX PARCEL:
334450-0234
CRITICAL AREA:
AQUIFER PROTECTION AREA ZONE 2
WELLHEAD PROTECTION AREA ZONE 1 MODIFIED
ZONING:
R-6
SCHOOL DISTRICT.
RENTON #403 (425) 204-2300
ALLOWED DENSITY:
3-6 DU/NET AC
PROPOSED DENSITY.•
4 DU/NET AC
MIN LOT SIZE:
7,000 SF
MIN LOT WIDTH:
60'
MIN LOT DEPTH:
90'
MAX. BUILDING COVERAGE.
409
MAX. IMPERVIOUS SURFACE:
55%
MAX. HEIGHTS:
2 STORIES / 24'
TREE DENSITY REQUIREMENT
(2) SIGNIFICANT TREES PER 5,000 SF
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGAT SHORT PLAT ASBUIL TS
COVER SHEET AND HORIZONTAL CONTROL
d-
O
O
U
�2
W
Q_
f—
Q
J
0
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
Q
DRAWING NO:
20547
SHEET:1 OF: 9
00
Q)
L4
A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
= C.O.R. SURVEY
CONTROL
o� POINT #226
CD (NOT VISITED
z FOR THIS SURVEY)
0 5 10 20
SCALE 1 " = 20'
I
2525'
LOCATION OF FOR GARDEN z 7
COURT N RIGHT OF WAY IS L
3 APPROXIMATE PER KING COUNTY
QUARTER SECTION MAP I I"
N
SDCB TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 N
RIM=220.14 0 �' SDCB 1412 N 24TH ST, POWER POLE 2407 MEADOW AVE. N 0 TAX PARCEL 052305-9041 0
RIM=220.94 Q 1512 N 24TH ST.
IE 12" ABS (NW)=216.69 �I SDCB R-6 W/ TRANSFORMER, R-6 i,
�_ IE 8" CMP (SW)=218.44 SITE B.M. #2 4 POWER DROPS Q R-6
IE 8" CMP (NE)=216.74 RIM=244.55 'A
IE 8" ABS (SE)=218.45 EL.=247.19' & 1 COMM. DROP W _4
(� IE 8" ABS (N)=241.15
o� ASPHALT ASPHALT I ° a SITE B.M. #1 FOUND Pi
�o IE 8" ABS (NW)=241.25 CONC.
o DRIVE DRIVE / ° 1 DRIVE \ - EL.=256.39 BRASS PIN IN 13
°\ CONC. / / CASED CONC. M
° a a ° <DRIVE J CONC. MONUMENT "r
/ WALK
_ (BASIS OF o
POSITION) o
W /w w W/ W w W w w w w w W W W o w- EX. 6" STE L WATERMAIN NI
/ -i SD SD W. W. W W W. W w w _ - -
�aa
CONC. SD 1 (4SD SD _ s SD z- SD SD SD / �° �- / / w W w - - W W W/
WALK \ \I - T - ate- SD SD SD �p - ( - 3 / N 24TH ST. o ® EX. 16" DUCTILE WATERMAIN ��
SS SS Ss ss P s- P s P P P P P -�- - - - (RESIDENTIAL COLLECTO W W W! W o 1 / I S� S Ss s SS SS 0 Po s - - - N88'02'41 "W 744.63'
FO F h0 F0. --{�. w,o SS SS SS SS - _S \ Stl
SS �. _
Fop \ I FO FO FO FOI. FO FO 3 3 \ , SS SS SS _
❑T F F \ �0 F1 FO -y- FO Fo/O FOO OO FO F0. FO \ 700-
A P i
C(�NC. I TRENCH O T ( HP P 0 f6 =�6 Fg-- p--E� OHP 0_ OHP OHP OHP FO F�9 �- OHP OHP OHP OHP 2 SSMH
DRIU\E DRAIN SSMH CQNC. P - I _ _ _ _ a RIM=261.45
RIM=226.34 ° EfRIVE CONCH/ ASPHALT I /�88'02'41"E 139.04' �- z ° -� ° (NE)=253.45
- a - IE 6" PVC
IE 8" PVC (W)=219.09 DRIVE .DRIVE � °
° o FENCE IE 8" CONC (W)=253.25
IE 6" PVC (S)=219.09 �2001 ( o
IE 8" PVC (E)=219.14 SANITARY SEWER I �L46J70 V I 12000 ° a DRIVE a 1 CORNER POWER POLE ���
X 53.200 a a 120 0.5' E. &
SIDE SERVICE SHOWN I PT214 SET RBC \ T218 SRBC OIL I W/POWER &
LEGEND: NOTES: PER CITY OF RENTON
° 259.1451.4' N. COMM. DROP
RECORDS \ \ PT213 *rTCfMER
FOUND MONUMENT IN CASE
1.
HORIZONTAL DATUM: CITY OF RENTON NAD 83191. ESTABLISHED BY HOLDING CITY OF RENTON PUBLISHED
CONTROL MONUMENTS #226 AND #1839.
®
FOUND RAIL ROAD SPIKE
2.
BASIS OF POSITION: HELD THE FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE IN THE CENTERLINE OF
®
SET MAG. NAIL
JONES AVENUE 15 FEET NORTH OF THE INTERSECTION OF NE 24TH STREET. DOWN 0.5 FEET
(M)
MEASURED
3.
BASIS OF BEARING: HELD THE BEARING OF S 00"3333" W BETWEEN THE ABOVE NOTED BASIS OF POSITION AND
THE FOUND CONCRETE MONUMENT WITH BRASS PIN IN CASE AT THE CENTERLINE INTERSECTION OF JONES AVENUE
(C)
CALCULATED PER ROS 20071106900003
AND NE 20TH STREET (ALSO KNOWN AS CITY OF RENTON CONTROL POINT #1839). DOWN 0.5 FEET.
H
WATER VALVE
4.
THE FOLLOWING RECORDS WERE REVIEWED WHILE DETERMINING THE BOUNDARY SHOWN HEREON:
FIRE HYDRANT
A)LAKE WASHINGTON GARDEN OF EDEN NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11
OF PLATS, PAGE 83, RECORDS OF KING COUNTY, WASHINGTON.
®
WATER METER
B) RECORD OF SURVEY AS RECORDED IN VOLUME 235 OF SURVEYS, PAGE 47, RECORDS OF KING COUNTY,
OS
SEWER MANHOLE
WASHINGTON.
POWER
CATCH BASIN
C) RECORD OF SURVEY AS RECORDED IN VOLUME 303 OF SURVEYS, PAGE 79, RECORDS OF KING COUNTY,
POLE
WASHINGTON.
®
AREA DRAIN
CONDUIT
o
MAIL BOX
D) CITY OF RENTON SHORT PLAT NO. LUA-13-000151-SHPL, RECORDING NO. 2013029900001, RECORDS OF KING
COUNTY, WASHINGTON.
ONP
P
POWER VAULT
E) KING COUNTY ASSESSOR'S MAP FOR THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 23N, RANGE 5E, W.M.
/
1
JUNCTION BOX
5.
THE FOLLOWING DECISIONS WERE MADE IN DETERMING THE BOUNDARY SHOWN HEREON: iAX
PARCEL 334450-0235
Q
POWER POLE WITH LIGHT
1409 N 24TH ST.
R-6
A) ESTABLISHED JONES AVENUE N AND NE 24TH STREET HOLDING THE ABOVE NOTED ROS (235147).
❑ T
TELEPHONE RISER
B) HELD THE EAST AND WEST LINES OF THE UNDERLYING PLAT TO BE PARALLEL WITH JONES AVENUE NE AND
0
COMMUNICATION MANHOLE
THE NORTH AND SOUTH LINES PARALLEL WITH NE 24TH ST.
dSIGN
C) HELD DEED CALLS FOR LOT DIMENSIONS.
�Q
ROCK WALL
6.
VERTICAL DATUM: NAVD 1988
POWER POLE
MASTER BENCHMARK: CITY OF RENTON SURVEY CONTROL POINT #1839 (AS DESCRIBED FOR BASIS OF BEARING).
GUIDE ANCHOR
ELEVATION = 279.17 FEET
P P
UNDERGROUND POWER LINE
SITE BM #1: SET MAG NAIL AND WASHER IN NE 24TH STREET 4.2 FEET NORTH OF THE SOUTH EDGE OF
PAVEMENT AND 9.2 FEET NW OF THE WEST END OF A 4' CHAIN LINK FENCE. ELEVATION = 256.39 FEET
:;HP OHP OHP
OVERHEAD POWER LINE
SITE BM #2: SET MAG NAIL AND WASHER IN NE 24TH STREET NEAR THE WEST PROPERTY LINE, 0.9 FEET NORTH
FO FO FO
FIBER OPTIC LINE
OF THE SOUTH EDGE OF PAVEMENT AND 21 FEET WEST OF A UTILITY POLE. ELEVATION = 247.19 FEET
-W w W
WATER LINE
7.
THE SUBJECT PROPERTY CONTAINS 21,412 SQUARE FEET OR 0.492 ACRES.
SD SD SD
STORM LINE
8.
PLANIMETRIC AND TOPOGRAPHIC INFORMATION AND MONUMENTS SHOWN AS FOUND ARE THE RESULT OF FIELD
-
VISITS IN SEPTEMBER 2020.
WOOD FENCE
-SSss
SEWER LINE
CORNER
9•
TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE 5 SECOND TOTAL
1. 5' E. & -
�❑
WOOD FENCE
STATION. ALL FIELD WORK WAS PERFORMED AND EQUIPMENT MAINTAINED, IN COMPLIANCE WITH WAC 332-130.
0
DECIDUOUS TREE
ADDITIONAL FIELD WORK WAS PERFORMED USING SPECTRA SP-80 GNSS POSITIONING SYSTEMS, THE WASHINGTON
01. S. OF
CORNER
STATE REFERENCE NETWORK, AND/OR THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE
a o
(OPUS).
° a
CONCRETE
10.
THE PURPOSE OF THIS EXHIBIT IS TO SHOW THE BOUNDARY AND EXISTING CONDITIONS ON THE SUBJECT
PROPERTY.
ASPHALT
11.
UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE
FEATURES, PAINTED LOCATIONS BY APPLIED PROFESSIONAL SERVICES INC. (APS INC.), AND RECORDS OF THE
APPLICABLE UTILITIES AND SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION. RECORDS FOR TELEPHONE,
POWER AND CABLE WERE NOT AVAILABLE FROM THE INDIVIDUAL PURVEYOR. ALL UTILITY LOCATIONS SHOULD BE
VERIFIED PRIOR TO ANY CONSTRUCTION.
12.
THE LEGAL DESCRIPTION SHOWN HEREON IS PER CHICAGO TITLE INSURANCE COMPANY TITLE REPORT GUARANTEE
NO. 0188547-16, DATED AUGUST 31, 2020.
LEGAL DESCRIPTION
THE WEST 139 FEET OF THE EAST 493 FEET OF TRACT 332, C.E. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, RECORDS
OF KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON..
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA Y8027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
M.
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1011912023 I N0.
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(DETACHD)
\
WALL / CONN.
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�\
GATE
FF EL= HOUSE #141515RIVE
255.64
0 EATH
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\
FF EL=
CARPORp
BRICK °
to
CONC . PAD
247.63
� ROOF PEAK I
WALL,
00
\\
BENEATH
DECK
\
\\ FF EL= EL=269.06 a
I
\ 247.65 -
\
\ CHIMNEY PEAK a \
\ EL=272.43
I � �
O�,, DEC Q#2 \ i
14" APPLE\ TREE 16"/14" CHERRY \y
\\ \\ DECK
do
\ I
7 9" �OGWOOD
#7/
CONC. \
L23PAD \
SHED HE0 23" ELM #6
�2004
PT215 SET C
S. LINE
OF SHED
1. 1' N.
OF LINE
COS C.
��
PAD
4
�ONC.
-
STAIRS
EAVF-
WOOD\
I
\TAIgS
\\�
\�
#3
_ 031" MAPLE
6.1
CONC.
WALL
\ TAX PARCEL 334450-0230
\ 1509 N 24TH ST.
\ R-6
4.7�
TAX�ARCEL 33t450-0234
C.D. HILL" N'S LAKE WASHINGTON
GAREN OF ED��#5 11" G,HESTNUT
\ \
S. END
CHAINLINK
FENCE
E.
OF
1 \ OF LINE
0 36" E�M \
\ #4 \
E
S.E. CORNER
OF SHED
1.5' W OF TAX PARCEL 334450-0250
LINE 2219 MEADOW AVE. N
R-6
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
1011912023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
KMR
SCALE:
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
CJA
REVISION
BY
DATE
A P P R
APPROVED: CJA
12005
52-9-35 _
P T,
E. END
CHAINLINK
FENCE
0.6' W. OF
LINE
Know what's below.
R- 418102 call before you dig.
VERTICAL:
V HORIZONTAL: NADD 198 991
RCITY OF
RENTON
DATUM NWOF
Planning/Building/Public Works Dept.
FOUND C.O.R.
RENTON SURVEY
CONTROL POINT #1839
MASTER BENCHMARK
EL.=279.17'
BRASS PIN IN CASED
CONCRETE MONUMENT
SOUTH 1/4
CORNER SECTION 5
(NOT VISITED
FOR THIS SURVEY)
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N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
TOPOGRAPHIC SURVEY
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DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
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DRAWING NO:
20547
SHEET:2 OF: 9
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TESC LEGEND:
SILT FENCE
CLEARING LIMITS
TREE PROTECTION FENCING
CONSTRUCTION ENTRANCE
0 0
o
®
INLET PROTECTION
TREE REMOVAL
APPROXIMATE CUT/FILL VOLUMES
CUT. • = 35t C. Y.
FILL: = 70t C. Y.
(CONTRACTOR TO CONFIRM)
DISTURBANCE AREA
23,642 S.F.
A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
I =
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25' 25' 0 5 10 20
I z
LLI SCALE 1 " = 20'
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TAX PARCEL 052305-9037 TAX PARCEL 052305-9062 -'
CATCH BASIN INSERT PER 1412 N 24TH ST. POWER POLE 2407 MEADOW AVE. N 0 I TAX PARCEL 052305-9041
COR STD PLAN 215.10 Z 1512 N 24TH ST.
R-6 W/ TRANSFORMER, R-6 W I R-6
SDCB EXISTING ACCESS TO BE UTILIZED
RIM=244.55 SITE B.M. #2 4 POWER DROPS AS STABILIZED CONSTRUCTION
IE 8" ABS (N)=241.15 EL.=247.19' & 1 COMM. DROP ENTRANCE. SUPPLEMENT PER W
ASPHALT IE 8" ABS (NW)=241.25 CONC. ° °DETAIL ON SHEET 4 IF NEEDED SITE B.M. 9'
DRIVE DRIVEil"
EL.=256.39'
a ° ° DRIVE CONC.
WALK / \� 3:/ �h
W W W W W W W o w w w w w w w E. 6 STE L WATERMAIN i \
sD - W ^ w w _ W
v X
SD - SD SD 3'g-- SD SD' SD - �. �� c+ a. W W -pw � W
N 24TH �7T:'. _ _ °° EX. 1.6 DUCTILE WATERMAIN
P s ss P P Ro - - _ (RESIDENTIAL COLLECTOR) �\ - W! W -
s SS SS Ss SS - - N8L)2'41"W 744,63'
FOFO FO SS - - -L
- - - - ;- _
Fo FO FO FO FO
0 ku
FO
FO FO HP - - - - - - - - ----.- F0 FO �-
- 3 �
f FO IO0. FO
F
F P O HP OHP - -OAfr OHP OHP \ OHp OHP OHP I Z
Dripline
r I
r � I
k � I
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3"
G FL Temporary
I
Chain Link Fence
I
Critical -
r l Root Zane
ti xpar5
-
n NO
One sign per 50 feet ��? TRESSPASSING
t.minimum of 2 signs} PROTECTED
10 Ft. TREES
Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD
A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR
STORE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT THE EARTH IN ANY
WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT
SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION
FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING
THE TREE EQUAL TO ONE AND ONE QUARTER FEET (1-1/4) FOR EVERY ONE INCH (1) OF
TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION
TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE
WORDS 'NO TRESPASSING -PROTECTED TREES', OR ON EACH SIDE OF THE FENCING IF LESS
THAN FIFTY FEET (50). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF
TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4)
SIDES. IN ADDITION THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR
TRUCKS ARE MOVING NEAR TREES.
C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE
RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK
WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE
TREE'S DRIP LINE.
D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT INSTALL
IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE
TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY.
E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL
AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE
FOLLOWING AREAS: 1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR 2) AN AREA
AROUND THE TREE EQUAL TO ONE AND ONE HALF FEET (1-1/2) IN DIAMETER FOR EACH
ONE INCH (1) OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE,
SPECIES, SOIL OR OTHER CONDITIONS MAY BE REQUIRED.
F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED
COMPLETELY AND EVENLY WITHIN A MINIMUM OF THREE INCHES (3') OF BARK MULCH PRIOR
TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE
MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS.
G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED
ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM
DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES OR ROOTS, FERTILIZE AND WATER AS
APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED.
H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO
PROVIDE EQUAL OR GREATER TREE PROTECTION WITH APPROVAL FROM THE CURRENT
PLANNING PROJECT MANAGER.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA Y8027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
IM=261.45
CONCH ASPHALT 88°02'41"E 139.04' z ° °" IE 6, PVC (NE)=253.45
DRIVE DRIVE ° _
IE 8" CONC (W)=253.25
°ii 1 1 20010
SANITARY SEWER x246.170 IzVVV 0 a DRIVE CORNER POWER POLE
SIDE SERVICE SHOWN PT214 SET RBC - - - - x 253.200 ° a 12002 ^,.5' E. & W/POWER &
PER CITY OF RENTON PT218 SRBC ° x 59145 .' N. COMM. DROP
OILP
RECORDS T213 SET RBC F
CLEARING LIMITS
(TYP)
SILT FENCE PER COR
STD PLAN 214.00
1.0
POWER
POLE
W/
CONDUIT
oNP
2�
TAX PARCEL 334450-0235
1409 N 24TH ST.
R-6
WOOD FENCE
CORNER
1. 5' E. &
0.5' S. OF
CORNER
S AME,S
of 1NASX1 �
CID z
38285
1STF
�SSIONAL E��l
o a �
EX HOUSE (TO BE REMOVED) - - - - -
DE K -
V CONC. o CARPORT
P WR. 14-
GATE
° FF EL-
\ CONC. PAD \ 247.63
BENEATH \
- \ DECK \
CHIMNEY PEAK \
EL=272.43 la \ 4
I \
TREE 16"/14 C ERRY \ \�
a
DECK
TREE TO BE REMOVED
(TYP)
TREE PROTEION
FENCE (TYP)
0 9" GWOOD
#7�
CONC.
PAD
EH
II
SHED
12003
S. LINE
OF SHED
1. 1' N.
OF LINE
1011912023 1 No.
X23" ELF/
#6
S.E. CORNER
OF SHED
1. 5' N. OF
LINE
CONW
(DETAC D)
CONC.
FF EL=
HOUSE #1415
SRIVE
255.64
o BEIS'EATH
CARPORp
BRICK a
ROOF PEAK
a
WALL
FF EL_ EL=269.06
a
247.65
ARAGE
C C.
PAD
ONC.
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STAIRS
WOOD
STAI S
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#3
(
X,31" MAPLE
1
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TAX`PARCEL
33 450-0234
C.D. HILL6 N'S LAKE WASHINGTON
GAR EN OF EDE I #5
11" GHESTNU
I
I
II
I
/
II
36" ELM
12004
#4
TAX PARCEL 334450-0250
2219 MEADOW AVE. N
R-6
EROSION PROTECTION NOTE:
L
ALL EXPOSED SOIL AND/OR DISTURBED SURFACES TO BE COVERED WITH MULCH, STRAW, AND/OR PLASTIC SHEETING PER
CONC.
FIG. C.3.4.A AND/OR TABLE C.3.2.A CORSWDM. UNDER NO CIRCUMSTANCES SHALL SOIL STOCKPILES BE LEFT UNCOVERED.
NALL
CONSTRUCTION SEQUENCE:
TAX PARCEL 334450-0230
1. PRE -CONSTRUCTION MEETING.
1509 N 24TH ST.
\ R-6
2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR.
4.7
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
-
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH
\
CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL
`
STANDARDS.
9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
S. END
SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF
CHAINLINK
RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
FENCE
0.6' E.
10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY
OF LINE
DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT,
ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
/
2005
13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF
252.9-38
APPROPRIATE.
PT216
E. END
CHAINLINK
AROBORIST NOTE:
FENCE
ARBORIST TO BE ON -SITE TO SUPERVISE ALL
0. 6' W. OF
CONSTRUCTION ACTIVITIES BENEATH THE
LINE
DRIPLINES OF RETAINED TREES.
DEMOLITION NOTE:
ALL EXISTING IMPERVIOUS
SURFACES TO BE REMOVED PRIOR
TO THE START OF CONSTRUCTION
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
1011912023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
KMR
SCALE:
1 „=20,
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
CJA
REVISION
BY
DATE
A P P R
APPROVED: CJA
Know what's below.
R - 418103 Call before you dig.
VERTICHORIZONTAL: NADVD 1988 991
RCITY OF
RENTON
DATUM NWOF
Planning/Building/Public Works Dept.
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
TESC, DEMOLI TOIN, AND TREE PROTECTION PLAN
d�-
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DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
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DRAWING NO:
20547
SHEET:3 OF: 9
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A PORTION OF THE SE 114 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
DocuSign Envelope 10: 6EECF5B6-602A-4E4A-B436-A317AA638878 OocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2'x2. 14 GAUGE WIRE, OR
EourvALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
Z MIN.
-- - - - - - - - - - - -- -- - r
13' MAX. I I 72" MKV�
POST S PACING MAY HE INCREASED 4-.4' MIN. TRENCH
70 8' IF WIRE SACKING IS USED I A
,LJI BACKF ILL TRENCH WITH NATIVE SOIL
OR W4' TO I.1f2' WASHED GRAVEL
2"x4" WOOD POSTS. STEEL FENCE POSTS, OR ECIUIVALENT (TVP. )
MOTES:
1. CONDrTIDNS OF USE
1.1, SILT FENCE MAY BE USED ODWNSLOPE OF ALL DISTURBED AREAS
12 SILT FENCE rS 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 AHD INSTALLATION SPECInCATKNS
2.1. THE GEOTEX TILE USED MUST MEET THE STANDARD LISTED BELLOW, A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE
ADS (ASTM 047511
30-1110 SIEVE WE {6.Sp-p. l&x ) FOR SIL7 FILM
5l}100 SIEVE SIZE (0.3U-416m ) FOROTHERFABRICS
WATER PERM ITUVITY(ASTM D4491)
0.I12 SEC'MINIMUM
GRAD TENSILE STRENGTH IASTM D46321
1$D LBS. M IN. FOR EXTRA STRENGTH FAE3RIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4932)
30%MAIL (WOVEN)
ULTRAVIOLET RESISTANCE(ASTM D43551
70%MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BAC%ING TO INCREASE THE STRENGTH OFTHE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMAME WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL M07 BE STEEPER THAN 2H:1 V
2.4. IF ATYPICAL SILT FENCE IS USEO, THE STANDARD 4'X4' TRENCH MAY BE RLAUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
25. FILTER FABRIC FENCES SHAL L BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND_
3.3. IT IS IMPORTANT 7O CHECK T HE UPHILL S IDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNFLZA7K7N OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRIPPED SEDIMENT
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT LS 6 INCHES HliaM.
3.5. IF THE FILTER FABRIC (GEOTEXTILf I WAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLE55 OTHFNLVISE NOTEb, DRAWING Z NOT Tn SCALI: CNT54
STD. PLAN - 214.00
1a PUBLIC WORKS SILT FENCE PROM-9/2$Izaxa 1
- DEPARTM ENT GAZ
N4Wo„w: wo-,. a,i„�,,;,,,,q DATE
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
:45 V
�ORpPP
R = 26 MIN.
�
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STAN CARDS
4'-B" QUARRY SPALLS
GEOTEXTILE
12' MIN. THICKNESS
ADP MIN
CONSTRUCTION ENTRANCE NOTES:
1 DRIVEWAYS SMALL BE PAVED TO
THE EDGE OF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2, IT IS RECOMMENDED THAT THE
EN7RA.NCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
15' MIN.
PROVIDE FULL WIDTH OF
INGRESSIEGRESS AREA
NOTES:
1- CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL, BE STAB ILLZEU WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,GG6 FEET OF THE SITE
12: FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVI SION
ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHMIDTH TO PROVIDE VEHICLE ACCEMPARKING, BASED ON LOT S2E'CONFIGURATION.
7. DESIGN AND INSTALLATION SPECIFICATION$
2.1. A SEPARATION GEOTEXTILE SHALL HE PLACED UNDER THE SPALLS TO PREVENT FLNE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS -
GRAB TENSILE STRENGTH (ASTM 04632)
2M LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30%MAX. IWOVENI
CBR PUNCTURE STRENGTH (ASTM D6241)
45)5 LSS. MIN.
ADS (ASTM D4751)
20.O (U.S_ STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL (WOOD BASEO MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE LISP OF QUARRY SPALLS
IF THE HOG FUEL i NOT PREVENTING SEDIMENT FROM BEING TRACK ❑ ❑NT❑ PAVEMENT OR IF THE H05 FUEL IS BEING CARRIED ONTO PAVEMENT
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5- WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIFRM. COMPACTED SUBGRAUE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE
L MAIWENANCESTANDAR08
3.1. QUARRY SPALLS SHALL HE ADDED IF THE PAD 15 NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING $EDWENY FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL 13C USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE. DR THE INSTALLATION OF A WHEEL
WASH IF WASHING LS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND
3.3, ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEOIAT ELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DDWN THE STREET, EXCEPT WHEN SWEEPING IS rNEF FECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WA511 THE STREETS. A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANFROT DISCHARGE TO SYSTEMS TRIBUTARYTO SURFACE WATERS.
34. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAC) AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5, IF VEHICLES ARE ENTERING OR EXFr1NG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION £NTRANCE(S), FENCNG SHALL BE INSTALLED TO CONTROL
TRAFFIC.
LINLE55 OTHERW rSY NCIV3. DRAWING 35 NOT TO SCALE (NT54
STD. PLAN - 215.10
PUBLIC WORKS PPROVED-
+1� DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018
rww.wow..nMn�uow RATE
pp�-MES
WASH �I
®d
38,
IM
10/1912023 1 N 0.
:4 5 AI
B' MAX_
DRAINAGE GRATE TRIM
GRATE FRAME _
C- OVERFLOW BYPASS
Y '
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN I RETRIEVAL SYSTEM CTYR)
1.
Q II
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
ISOMETRIC VIEW
NOTES:
L PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 501) FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CO IV o 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 IBIGD4 FOR THE STO R1.IWATER STRUCTURE IT WILL SERVICE_
5, THE BIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS),
5. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGO WITHOUT SPILLING THE COLLECTED MATERIAL
7. PE RFDRM MAINTENANCE IN ACCORDANCE WJTHSTANDARP SPECIFICATION I3-01105}
S. ANY SEDIMENT IN T34E CATCH BASIN INSERT SHALL BE REM OVER WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE THE FILTER ME01A FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OT[ NWIA N41En, DRAWING I$ NOT TQ SCALE (NT51
STD. PLAN - 216.30
PUBLIC WORKS APPR Ea-
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
�onawo.e. annmaoim PATE
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
BY: KEVI N M. REESE
10/19/2023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
R-418104
: 4 5 AI
DocuSign Envelope ID: 6EECF5B6.602A4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL [ESC] STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOT ES THAT SMALL BE I NCORPORATED 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. T ADDITIONAL NOTES ARE NEECED 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 TD AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR
2_ THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASH INGTON STATE DEPARTMENT OF ECOLOGY {ECOLOGY) CONSTRUC11ON1 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-
Z. THE ESC PLAN SET SHALL INCL UDE AN £SC CONSTRUCTION SEQUENCE DIETA31UN5 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 FR£SE.RVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(SI SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN T HE F IELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DEsink MANUAL IRENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE c0A9TRUCTI0N PERIOD. NO DISTURB NCF
BEYOND THE CLEARING LIMrrS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTALNED BY THE APPUCANTIESC 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 RI GMT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SE DIMENT 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 OFFSrrE OR IN oFSEGHATEI3 CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND- pia TO STORM 13RAINS OR OPEN DITCHES- OWSITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS
7. ALL REQUIRED ESC HARPS SHALL HE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR 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 ANWOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALLESC 8MPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE ER08IDN DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILTY OF THE APPLICANT
S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9 THE ESC 8MPS 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 TQ ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TOADDRESS ANY NEW CONOITrONS THAT MAY BE CREATED eY THE ACTIVITIES AND TO PROVIOEADOI TIONAL ESC BMPS. OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE keEOED, TO PROTECT ADJACENT PROPERTIES AND WATER OUALr Y OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY, FT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DE51GN, 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 HE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 3OTH) OR SEVEN DAYS DURING THE DAY SEASON (MY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERENG, ETC.) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SWDM.
12. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTI014 BYTES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY_
14 ANY AREA NEEDING ADDTONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITH IN 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 FREOUENTLY AS REQUIRED BY THE CITY
16 BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CRY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS TIOW NSLOPE 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 INSPECTEO ANO REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED X1 OF THE CAPACTIY OF THE CATCH BADN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH 5EDIMENT- ADEN 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. rF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE BOUGH 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 FACILIMES 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 CONSTRUC7I0N.
20 PRICK TO THE BEGINNING OF THE WET SEASON IGCTOBER 1 ST), 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 DR 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 LEAVI NG THE PROJECT SITE
ALL ESC BMPS SMALL LSE REMOVED, ANO STORMWATER CONVEYANCE SYSTHIAS, FAGILFTIES, AND QN-5LTE 8MPS SHALL BE RESTDRIED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT 517E SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM.
DISTURBED AREAS SHALL BE SODBED 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 WrTH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGWs-DF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL euILWNO CODE
UNLESS dTREpwISY NOTED, DRAWING IS NOT TO SCALE CN!!5l
STD. PLAN - 268.00
STANDARD PLAN NOTES PUBLIC WORKS EROSION ANDURSEDIMENT CONTROL D-
DEPARTMENT GIAZ 9/28/2018 1
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DRAWN: PAGE: N
CVP DRAWING NO:
ONE INCH DATUM TESC DETAILS 20547
CHECKED: CJA AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
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165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 �� 38285
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AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
10/19/2023
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
SURVEYED:
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1 "-20'
DESIGNED:
SRS
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HORIZONTAL: NAD 1983/1991
DATUM
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DEDICATION
*PER COR STD 201
418101
418101
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418105 call before you dig.
- , C TY OF
RENTON
Planning/Building/Public Works Dept.
EX. 15' R.O.N
13' PAVING
EX.
kL CURB PER
I
SAWCUT & MATCH
EX. CIL
0 5 10 20
SCALE 1 " = 20'
N 24TH ST. SECTION
(RESIDENTIAL COLLECTOR)
NTS
KEYNOTES:
OA EXISTING UTILITY TO BE UNDERGROUNDED.
COORDINATE K17H U71LITY PROVIDER
OEXISTING MAILBOX TO BE RELOCATED AS
SHOWN
OC EXISTING 3/4" WATER ME7ER AND SERVICE
LINE TO BE CUT AND CAPPED AT THE MAIN
(BY CITY FORCES UNDER SEPARATE PERMIT)
OD EXISTING SEWER SERVICE TO BE CUT AND
CAPPED AT 7HE MAIN LINE
OE PROPOSED 1" WATER METER SERVICE PER
COR STD PLAN 320.1 (SERVICE AND METER
TO BE INSTALLED BY CITY FORCES UNDER
SEPARATE PERMIT)
OSANITARY SEWER STUB WITH SSCO PER COR
S7D PLAN 403.1 AND 406.1
OG 50' BASIC DISPERSION TRENCH M7H NOTCH
BOARD AND 25' VEGETATED FLOW PATH, TOP
OF THE TRENCH TO BE LEVEL AND ALIGN
WI7H CONTOURS (TO BE CONSTRUCTED UNDER
SINGLE FAMILY BUILDING PERMIT)
OH PAVEMENT RESTORA71ON PER COR STD
PLAN 110, 110.1, 110.2 (TYP)
OCONNECT TO EXISTING SEWER MAIN USING
INSERTA TEE CONNEC7ON
O25 LF 8" DI O 0.88%
OK PROPOSED 15' RESIDENTIAL DRIVEWAY PER
COR STD PLAN 104.3
OL PROPOSED ASPHALT ADA RAMP K17H
PEDESTRIAN CURB PER COR STD PLAN 101
(TYP)
OM PROPOSED VERTICAL CONCRETE CURB &
GUTTER PER CDR STD PLAN 101
ON SAWCUT LINE
OO GRADE TO DRAIN
OP 120 LF 8" PVC 0 9.77%
NOTES:
1. ALL NEW HOMES SHALL BE EQUIPPED WITH A RESIDENTIAL FIRE
SPRINKLER SYSTEM APPROVED BY THE RENTON REGIONAL FIRE
AUTHORITY UNDER A SEPARATE PERMIT. A MINIMUM 1" WATER
METER IS REQUIRED FOR HOMES EQUIPPED WITH A RESIDENTIAL
FIRE SPRINKLER SYSTEM. A DOUBLE CHECK VALVE ASSEMBLY IS
REQUIRED DOWNSTREAM OF THE CITY WATER METER.
2. A PRESSURE REDUCING VALVE SHALL BE INSTALLED DOWNSTREAM
OF THE CITY WATER METER ON PRIVATE PROPERTY SERVICING ALL
NEW HOMES IF WATER CONNECTION STATIC WATER PRESSURE
EXCEEDS 80 PSI,
EX. 15' R.O.W.
X. 13' PAVING
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGAT SHORT PLAT ASBUILTS
GRADING, DRAINAGE, UTILITY PLAN & PROFILE
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1011912023
FIELDBOOK: N/A
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DocuSign Envelope 10:38183403-7EOAA76C-AD83-4329FFEGCIOB DocuSign Envelope 10:38183403-7EOAA76C-AD83-4329FFEOCIOB
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF UENEPAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET- ALL YHE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER. HEREBY REFERRED 70 AS APPLICANT, MAY SYRI KE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT HOWEVER. THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL 140TE5 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, HERESY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLIGANr13 CONTRACTOR
2- THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY- STATE AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3 ALL STORM ORAINAGE IMPROVEMENTS SHALL BE DESIONED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDMI. RENTON MUNICIPAL CODE (RkIC). AND THE STANDARD SPECIFICATIONS FOR ROAD. BRiOGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AJERICJW PUBLIC WORKS ASSOCIATION (APWA)_ IT SHALL.BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSK7N OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS- ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TC:
THE CITY.
A. APPROVAL OF THE ROAD, GRADING. PARKING. BUILDING. AND ORAWAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E-G. WATER,
SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS 0ROCE5. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY
THE CrTY PRIOR TO CONSTRUCTION, THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COOIDWATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION RS IN PROGRESS-
&. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABIJSHEO BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AMC, 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•SUILT DRAWINGS ALL
UNOOCUMFJNTED UTILITIES DISCOVERED AND ANY CHANGES TO THEAPPROVED PLANS. THE APPLICANT SHALL IMMEDNTELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS-
7. VERTICAL DATUM SHALL BE NAVD S8 AND HORIZONTAL DATUM SHALL BE MAD 433 (WA STATE PUKE, 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 SLEGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2•03.3f14P • COMPACTION AND
MOISTURE CONTROL TESTS OF THE "DOT 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 9296 OF MAXIMUM DRY DENSITY-
9 OPEN CUTTING OF ExISTTNG ROADWAYS FOR STORM DRAINAGE WORK 15 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PL AhS ANY OPEN CUT SHALL. B£ 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 PUNS 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 RE WSTALLEO AND IN OPERATION PRIOR TO. OR IN CONJtmTION WITH, ANY CANSTRUMoN ACTIVITY UNLESS 0fHDWSE
APPROVED BY THE CFTY
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 REDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIrROING RASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLIW 220-DC, Z20,79. AND
2Y0-20
I a. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE.
14, ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FrrTED WITH DUCTILE IRON. BOLT -LOCKING UOS PER THE CITY STANDARD PLAN
204-10- 204.20, 204M. 204.441, 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 WEfHIN THE ROADWAY- BUT OUTSIDE OF THE CURSIGUTTER LINE -
ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TOTHE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-CF-WAY AND EASEMENTS TO THE CrrY SHALL NOT DISPLAY THE CITY LOGO -
IS. ElUILDINOS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDAANCE WITH TABLE 4 1 EASEMENT WIDTHS AND BUILOMHI SETBACKS UN ES OF THE RENTON SWD` I
le. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOI.EICA.TCH BASIN RIMS
SHALL SE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN
IT ALL DRIVEWAY CULVERTS LOCATED WITHIN CFY RIGHTQF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A M IµIMUM 3:1 SLOPE FROM THE EDGE OF THE
DR IVEWAY TO THE BOTTOM OF THE DITCH
UNLESS OTH ERW i5E NOTED. DRAWING M NOT TO SCALE RNT51
STD. PLAN - 267.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN agIo%dny:
DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020
DATE
_-I1EE"'1E X S/B•D DUMMY JOINT
2' - aD-
3/0' PREMOLDED JOINT FILLER (TY2)
rFACE DP ff FRANE A QRA71?
CURB
l�I-EIE>t"IC��E'-
II-�I1111T�IFI
L�lr�lrlr!
i
��
I/2" RINAWDr[ERIUDRE ROADWAY
I GLOM
TOP OF
W 3• mI REc1rJ� ROADWAY
• p• C b- ♦ a 1-
P ••••• a AWUSTNIMSECTION-NGTINCLUDED
: n' IN WRB AI'lq GU1"IT3N 81DDEA1
CATCH aSSIN - NUT DICE. WED
v - BN CUTNB AND QITI-IER al D (TEN
•b
SE-.T16T4 C)
GENERAL NOTES:
EM NOTE 2
CESIMT CURB AND GUTTER
CONCRETE
1. The intent of this design is to W tt b the removal �•
.of a Catch basin v4th minimal disturbance
Of the MM. -
2. The expansion Joints of the
adjacent aldewelk shall
be -adjusted to be In
r + Ir
Ilne wltlT 81B5e curb
expanslon Joints.
I ISOME41C MLW
CEMENT CONCRETE: CURB - 101•I
PUBUC WORKS RD F:
DEPARTMENTINSTALLATION AT �j
CATCH BASINS
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
1 8.48
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING M A OSTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET- ALL YHE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED 70 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 NOTE5 ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER TI IF
SURFACE WATER STANDARD PLAN NOTES.
Ia. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES- WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 01 FOOT
AND SHALL ME£F THE FOLLOWING SPECIFICATIONS'
• 4,E;NCHR0CK140-Tt1%PAS5ING;
2 -4 RICH ROCK I S0 -4(]% PASSING: ANO
• LESS THAN 2INCH ROCK 110. 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 CRY FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BM PS
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED, A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED 'STORM'OR'DRAIN' SHALL HE LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-Oo-
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY ASURVEYOR UCENSEO IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION
22. ALL NEWLY -IN STALLED AMC, NEWLY•REHABI LITATED (PUBLIC AND PRIVATE; STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE OCTV
ACCORDING TO THE CITY STANDARD PLAN 266.010. CCTV INSPECTION S AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS. GUTTERS ANDIOR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO ExISTWG MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-004 311) OF THE WSDDT STANDARD SFECIFICA770N�;
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAW 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 WITFI STANDARD PLAN
264-t)0
25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERLIFFS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND70R LIABILFTY
CCNWCTED WITH STORMW ATER 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
RI5HT43r•WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SRALL REOUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CrFY ALL SECTIONS OF THE WSODT
STANOARO SPECIFICATIONS 1-107EMPORARY TRAFFIC CONTROL SHALL APPLY.
27 PROJECTS LOCATED WITHIN THE CJTY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPEC IAL REQUIREMENT p6 OF THE RENTON SWOM AND AQUIFER
PROTECTION REGULATIONS IRMC 4-M501.
28. PLACEMENT OF SURFACE APPURTENANCES ICATCH BASINIMANHOLE LI(1S, CLEANOUTS, 1NLETS, ETC-) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, S[DEWAU(S, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SURFACE APPURYENAHW PLACED 1N A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-EQP OR NON-9KIQ LID PER ADA REGWREIAMTS,
M. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS, PRIVATE SYSTEMS SHALL BE MAINTAINED SY THE APPLCANT,
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4Y.1 A2 OF THE RENTON SWOM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER FLOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTER CONTINUOUSLY FOR AT LEAST 10 MINUTES COMPLIANCE WITH THIS MINIMUM RATE SHALL, BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPL IANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN W HICH 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 LS NOT CONCLUSNE-
THEN ANOTHER TEST PER ASTM C1 161 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-
UNLE55 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE I N I
STD. PLAN - Z67.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN[ FRI
§RFd by:
DEPARTMENT NOTES (2 OF 2y Aar -tin PastuGhJ/13/2020
•1rk1F �..�n'iia DATE
8• RAISES] EDGE DETAIL 1 BIZMWAkX
LEVEL fat• EXTENE, WDEWALK TRANSVERSE 1••e' T-15, 218'BHI PRDWLDEG JOINT FID-Rt
1rJ"WHIR JOINTS TO INCLUOE RAISED EDGE 4"0UPA:GT::TO
DALVJHERLAPPL]n„gaN.aFOR CURB DETNl3SEE BTU PLAIN 1DI
46,ING ROADWAY
oN i'.i-R-HEnSE'E NAI5FA_-BIOEWALIC UNiTAX-TII183H CRIMEDSURFACMTOPCOUR811 p�OTC;LLCkITMIN. ONPM1CF FO 95LK 1JODIFICD PRO C i6R
I WITH RAISED EDGE IUNLEW REUDLFIDIEWT iv ED 9Y
Irr II R(TYP. ENGnNEERI TYPICAL UNDER ALL CURD,
GuTTIFIR AL 20% NDER
1 q FOR GURA DETAILS CUM aO I TEER OIL g71HICRC�e DR
N 0p 1•'•GL MATCH E?79T81G R M GW CRIIBHEG ROCK
'.vi .' •_ .r SEE STO PUN 161 MATE, WHk'SMGR 18 GREATER SHEryp FOR
pLFT1 ALL CURSEGLITIBR}
1 FINISHED tlRAEE 7•(1N18RpW
FOP DF CDNDitE-[E Sa�i11FACE
ADJACENT TO CURB t••r 1,_a, MIN.
RDu DwG 1fJ• pNy R [rrP.J
ems I "CURSOETAILS
tsy V.
$a1 TD PLAN
eRIDDEPR PEOES�iLAAN� •• • ,I-• •�pVi3'I"
FOR CURD DETAILS ADJACENT TO CURB
lid BIER -ILE WDEH'ACR BEE STO PLAN 101 (STEEP FILL SLOPES)
OOWRACTHANS ALL OR DARMR.
IM' Ilk)R. (TYP.)
RuSH t 1 ti I - SIDEWAIX
7_ax
VERTICAL WALL .. 9 .. .. I�• ": a'
ME DETAIL • . r
11M PREAID[DED�-- ••
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL Ppeiii LDED
JOINT FILLER
FOR BIDE
TREATMENT SIDEWALK WJF}XR STRIP SIDEWALK ADJACENT TO WALL DETAIL
MDVWAt1( (BEE NOTE 1I
CFYP9ECnDkB 77 .) f
t : 13k 'I FOR OURS AN imB
fSXf�eM. SFE STD PUN 101 +
OR
R MATCH FINEXI1 TI
ORI.UTCH EaiSTIDIG
�.
TRODE, RUwELED PER(PEAIMETEA
PINMHED LYUG£ I" IINI tLONI TOP OF COIiGYiETE -r
BVRTiAOE FOIL IND-FLUGH IFPAVi:O
jfl••o- S" il• 7 • •. "� CEMENT CDNCREFE cUm
ADJACENTTCI3UFFERS7IUP [Y� �~ ~ �'• LCURB Amu inurrER s1-rowk}
'. .. FOR CURD DETAILS
SEE STO PLAN 1W
NOTESr -
z 11ITO 1H'
1- Flier feel of the Rldevnik Wft OTTII •: �� _ -
ba the whIraum pedasRlan �i' � ,ICONTRACT"L JOINT ► •' � ,
80c@ bia mute IaVN trod of ventral c • ► . .''.+ Tp •'
and h IL=Led ab5LFUCUone. GraBnge, -'
Awesa Co -am. JlnciloD FLDLL•U$PTH EXPANSION JOINT IN BOTH • I•
CAWBVai*s, Pull BomIs and o&r MM AND SWEWALK({FE STa MM ]CIA
9ppumusst b INA iM binour LhD s}dnvralk `�� •% dra' 4 - CONTRACTION JOINT
mU6I dM INsh WRIT dUfIaOD, anti raatch '
grade or Lhe eldawalk. •- JOINT AND FINISH
DETAIL
2. Marw lthle Cement Conuote Curb and
Sidewalk a not perminM In new For other referenced NOTES Bea • • ' : I ; `q�
constwdLon When reptacamoln work STO PLAN 104.2,
heresslmtesI Mondiffirc Cement
Concrete Curl, build per WfDDT MOT FIT} -ER
Slndard Plan Fa6Iu-p3, Paved surfaces must comply with
5TO PLAN 1OZI as apptleabla. E • FULL-OEPTN
S. Cwlrrete l0 6c 4,11lDO PSI. EXPANSION JOINT
)&�D
BLI 7WORKS CEMEINT COMCFtETE =. P - 102
1:1J TMEN7 SIDEWALK • I JIH2(r II;17.
fr r
��MES
of WASH f �
01) t'�
38285
I STL���
�SSIONAL��
1011912023 I N0.
8:48
FACE OF CURS
_Biz
5112' S"
1i2•ly. v 1'R 124
4 TOP OF
1lZ'R. ROADWAY
1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
1 rd
•-8 •-- FLUSH WITH GUTTER
PAN AT SIDEWAL1i
RAMP ENTRANCE
M2 124
rLTP OF
112• R• ROADWAY
I
To
I
V-0.
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
aw
&' CEMENTCONCRETE
112' R. 1• R SIDEWALK RAMP
VARIES OR LANDING
FROM
6'TOO 1
B'
}
31W PREMOLDED
JOINTFILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
a 7 ri
y SEE DEPRESSED CURB DETAIL THIS SHEET
124
TOP OF
I 1 1• In, R ROADWAY
T
Y
- i
4
1' • B•
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STO PLAN 104-2
FACE OF CURB
FACE OF ADJACENT CURB
• '.e GUTTER SURFACE
'i0 •r
PFIEMOLDEO
JOINTFILLER
E FULL -DEPTH
EXPANSION JOINT
8 1 ri'
5 1I2' 1'
V R,
N I
• � TOP OF
ROADWAY
1
T
0 1I4-
CEMENT CONCRETE
TRAFFIG CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAY& AND ALLEYS
GENERAL NOTES:
I. Sae slanderd plans 102 and 101.1 for L•1Nb wanslOn and Donvacton Mint spacing,
1. Expamlon joint shad be full depth, 3/8'(In-) "molded Julm Viv,
3, For Depressed ManolPhk Ddvirway Curb 6 Guller S Ian, see Standard PWn 104.2
M. PLAN! - 101
PUBLIC WORKS llliI'AR'I'1v4ENT CEMENT CONCRETE CURBS 11J111, I'l
6
CEMIDIT
CONCRETE
SIDEWALK
DEPRESSED MONOLTrHC
CLERK d GUTTER
[SEE DETAIL THIS SHEET)
TYPE C213 - ISOIWIETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1, When a driveway width exceeds 15 feet, conslmd a full depth
expans Ion joint with 3/8' Joint filler a" the driveway ions lines
(68B Sid, plan 1102), Construct eKpanslon joints psr Iel with the
centelilne as required at IS maximum spedng When driveway
widths exceed 30'.
2. See std. plan 102 for sldewslk damns.
3. Curb and gutter shown, other curb deslgm may be apecifled.
Sae std. plan 101 For curb dMalla.
4. Noi used.
5. The engineer will design all driveways to Include eiavalans at all
paints marked wkh symbol "X•. Al elevations are at the hack of
curb top an uphill Side.
6- Not used.
T. For Ddvsway Wtdit am DRIVEWAY STANDARDS
(See N07E 10). The expansion jaft (see BtW. plan 102) Shall tDe
specad as shown In the carresponding %omalrsc view.
CEMENT CONCRETE
CURB A GUTTER
(SEE NOTE 3)
FAeeoFetlRa
BEE _ lr�OFFRET18e17 CUFm 1dETAL
CONTKwr.CN JOINT - e III' ON n=ISHEYT
eT7 FLAN 1C2 a Ur. r .
6 112R TOPOF
ROADWAY
NOTE SIRNCY46lY LIkNGITUOIrrALEAJIa19N
JOKM IeYYL IY FiA-L DEPTH
DEPRESSED MONOLITHIC CURS a GUTTER? DETAIL
8. Slopes shall comply with sections R303.2,1 or R3032.2 or
FACE OF ADJACENT CURD
R3032.3 of the Reviaed TJrLft Guii*Hi s for Acamiibl a PaUc
Rigbts-af--Way Novcmhcr 23, 2005 (PROWAO).
of
Y
9. Curb returns for any Type C-MAX ONeway may he approved an
-�
s -1• R- �U1FAICE
a Case -by -case basis.
,, P
••_1.R
10, STREET STANDARDS - Renton MunicipalCode (RIVIC)
a
TWe IV Development ReguiaUorls
n ,
CHAPTER 6 MEET AND lUTIi3TYSTANDARD.5
SeLt3on 4-6-060 STREET STANDARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMr1ERMAL DW VEIWAYS, AND ALLEYS
DRIVEWAY STANDARDS - Menton Munlrlpal Cade (Rrv1C)
Title IV Dovelopment Regulatlons
Driveway Example: 'TYPE C18
CHAPTERS
R pAFaemrN. wCamnsI - �yJ
CITY-VADE PROPERTY DEVELOPMENT STAN DARD5
Nuo'b r Ki Lenea, -
SettlDn 4-44M PARKING, LOADING AND DRIVEWAY
CMA.K-A Lana Comrnercxq
REGULATIONS
B�L rh r a e awA1, WM* a Suffer
STD. PLAN - 104.E
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCES -NOTES AND DETAILS 1�1_�._ � _ ._. _-- IJI�■I,
SURVEYED:
SCALE:
KMR
1 "=20'
DESIGNED:
SRS
DRAWN:
CVP
ONE INCH
CHECKED:
CA
AT FULL SCALE
IF NOT ONE INCH
REVISION
BY
DATE
A P P R
ACCORDINGLY
APPROVED:
CASCALE
Know what's below.
R - 41810 7 Call before you dig.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM
Planning/Building/Public Works Dept.
AS-BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11 /10/22 (DATE SIGNED)
BY: KEVIN M. REESE
11110122
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
CONSTRUCTION DETAILS I
O
O
C' �V
`J
N
J
O
O
O
1
Q
0
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
20547
SHEET: ? OF: 9
r�
7V
L
Q
an i1Eu a.nuoE s raoErrAEN PaNPEI
a411N IiEE NaTH t? a'hfll
__
{SEE 116TEa
DEC Nf]IE it
101E ov PAYED
r
upPi>:wxr REauPEo
1S Fj,A,W SIOM ialfT (�.I
C�]�r
13EE STO rwl I�
CWlGRETE
L ��
T4EnaTPs
R
R
k
PA'.IP wl W T211 IY f ���,�� rFt1EMf CORLRfiTi
upagfm.l s �p�Nat�i1
a A- rAw"V'Q. earn:"
me Eru PµN b PLJEN VgW
-Te HG'rEiT r]ti1.tAk OFF l�tln aiTr^�
eawi I c'Hw
cE wr � 6'RpN rsE¢[ua aG TrEn .`
8a]EWALR LT EIIYf[RONAIKTfr-1 Immu 1,
--- ---- 3£CTSUH �A IaEE arG. PLNN IQIs
imp po=1-EnEFCE w SLOPE rY].
�`--- �_ _��-v91MiWAY wIA�aRNE a:arE 191ooE s.lOrM E]wPGEMttPI y ___�,
- a.v¢Yr.• . r uN 1.1
f.EGiNE SE�PI: LSL�E - II __
SwOWN ErA77G4•ATEGi l J-
1 fJ.
ct uErrr
caNcnETE
s>vF�v!4x
TYPE R 1 B - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER!
c[uFrl1 [olrcnETe
cwe a cuTTeR
IBE! n01E ]V
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
J DEPARTIAENT ENTRANCE - TYPE RIB
0
A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
1
MIN I
1. VARIES V
MIN 7rn }.TIN
T
MIN
SPECIAL NOTES
!
[
IN THE EVENT TRANSAERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
I
11
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EMSTIND PATCH WITHIN 10
I
FEET OF THE EDGE OF THE PATCH REOUIRED
FOR THE NEW CROSSING AND ANY
5U$SEOUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
I
SO ON UP TO A TOTAL OF 300 FEET-
II I
TRAFFIC FLOW 1 {
I 1I i
2" H µA ;
2' TO B" HMA
III
6.5' µIN-
2- DEPTH OF
PLANING OR SAWCUT
AND REMOVE
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
VARIES: 6-5' MIN-
T'DEPTH
VR1ilE5
MIN µIN
OF EXISTING PAVEMENT
MIN MIN
2' SAWN AND REMOVE
OR PLANE. SEAL WITH
2- - 6" MIN- HMA (SEE NOTE 2)
AR-4000W
�6-
[EACH SIDE)
CRUSHED SURFACING TOP COURSE (CSTC)
2' HMA
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICARDINS, COMPACTED TO 95% MODIFIED
PROCTOR,
SAWCUT AFTER BACKFILL
(LION SIEfE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
BORROW (9-03-14(1)A PER
WSDOT
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GECTECH REPORT, COMPACTED TO 9SX,
MODIFIED PROCTOR -
MOTH MPRO OF TRENCH AS REODOT STANDARD
BY SITE OF CATIOPROPOSED
PLUS N ENTALL (SEE E FOR STANDARD SPECIFICATION F-pg 4)
PLUS AN ALLOWANCE FOR ANY SMNSHORING, IF PIPE ZONE BEDDING- MATERIAL- SEE STANDARD
NEEDED. SHALL MEET THE REQUIREMENTS
TS OF WSOOT PLAN 1TO.1
STANDARD SPECIFICATION 7-00.3(1)8
TRENCH WIDTH
For NorEs stD PLAN 104.2
FOR NOTF�.. SEE STANDARD PLAN 1TOA
TYPICAL TRANSVERSE PATCH FOR PLAN - 11q
STD. PLAN - 1U4.3 .■� PUBLIC WORKS ,, • .
F' '1 E ❑ a„ DEPARTMENT FLEXIBLE PAVEMENT OR RIGID 1'
P M _ J 1 PAVEMENT WIT" OVERLAY Isho
6miM Ilmmef r% Puhllc Works Administrator
INITIAL 2' DEEP SAWCUT OR GRIND. AND
LIMIT OF FINAL OVERLAY- CRIND AND PAVE
FULL 57REET +MOTH OVERLAY REQUIRED
EDGE OF EXISTING PAVEMENT
EDGE OF TRAVELED LANE (EDGE STRIPE)
VARIES: 4,5' MIN. (SEE STD PLAN T1D.1)
CENTER OF ANY MARKED LANE LINE,
PROVIOE NEW CHANNi"LJZATION AFTER OVERLAY
SECONDARY FULL DEPTH SR SAWCUT FOR
PROPOSEO TRENCH
INITIAL 2- DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY, GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
STD. pl" -
PUBLIC WORKS REGUIRED SAWCUT, GRIND AND ;'I'fi
DEPARTMENTOVERLAY FOR LONGITUDINAL TRENCHES
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
110
OacuSign Envulupu ID: 6EECF5BS-602A-4E4A-8436-A317AA638878
FRAME►4NG VANED GRATE
41, 8-, 1 F. OR 24-
>- ONE ♦rs BAR ROOD FOR T HEIGHT
INCREMENT (SPACED EpUA1LLY),
SF NOTE I
RECTANGULAR ADJUSTMENT SECTION
93 SAL2 EACH CORNER
I �
_ f
43 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST SASE SECTION
$03 BAR HDGP
N3 BAR EACH
CORNER 18MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
DEPARTMENT
OF WAs�t
� 8285
1011912023 I N0.
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
Msioe
MAME7ER
REINFORCED OR PLAIN
GONGRETE
12-
ALL METAL PIPE
16,
CPSSP',
i2-
57D. SPEC. 9-05.28
SOLID VMEL PVC,
BTD- SPEC- 9-08.12(t }
75.
PROFILE WALL PVC,
STD- SPEC. 9-09. 1212)
1$,
' CORRUGATED POLYETHYLENE STORM
SEWERPIPE
NOTESt
I- AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS }PLACED IN
ACCORDANCE WI TH STANDARD SPECIFICATION
9-D5-50[9}), Oft WIRE MESH HAVING A FANIMUM ARFA OF
0.12 SQUARE p'DC1iE3 PER FOOT SHALL BB USED WITH
THE MINIMUM REQUIRED RESAH SHOWN IN THE
ALTERNATIVE PRECAST BABE SECTION. WK MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS, AS AN
ACCEPTABLEALTERNATIVE TD THE REBAR SHOWN W
THE RFGTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED -
THE KNOCKOUT DIAMETER SHALL MDT BE GREATER
THAN 2D-- KMOCKO1FM SHALL HAVE A WALL THICKNESS
OF,?- MINIMUM TO 2.5" MA_)MAUM PROVIDE A I,S"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PWF IS.N tTALLED,
FILL THE GAPVATH JOINT MORTAR IN ACCORDANCE 9WTH
STANDARD SPECIFICATION 9-04-3,
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE S 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
1H24V OR STEEPER.
B. THE OPENING SHALL BE MEASURED AT THE TOP [IF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER TkF
INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR
NOMSHRiNK APPLICATIONS IN ACGOROANCC WRH
STANDARD SPECIFICATION 9-20-3421_
8 ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH 8TANGARD
SPECIFMATLON 9A{.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS. ANO
FRAMES-
9- MORTAR SHALL BE. MIXED AND APPLIED PER
MANUFACTUREMS OIRECTIONS.
Itl_ FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTL FRAME IS FLUSH WITH PAViMENT AS
DETERMINED WfTH A STRAIGHT EDGE DI-_ SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AHD
REMAIN VISIBLE UPON COMPLETION,
UNLESS 0141E 9 W HE NOTE P, PRA W ING 5 NOT TO KALE I"
STD. PLAN - 20100
[YpRmto.
CATCH BASIN TYPE 1 GAZ 9/28/2018
n'ni4 amn•.npaio, VATL
:45 AI
VARIES: 4.5' MIN,
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2) T'
EDGE OF PAVEMENT, EDGE
1'
OF CURB & GUTTER, DP.
MIN-
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03:9(3)) PER WSDOT STANDARD
2 SAWCUT AND REMOVE
SPEC€FCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4Daow
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03A9), GRAVEL BORROW (9-03.T4(T)) PER
- WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEpTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF0
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD 5PEGIFICATIQN 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING- SHORING, IF
REQUIRED By THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS .OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSU0T STANDARD 5PEGIFICATI()N 7-08-3(1)B
' FOR STORM ANO WATER PIPE, PER STD PLAN 220.0
F- • FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH ` FOR JOINT UTILITY TRENCH, SAND WITH 95Z
PASSING A #4 SIEVE AND LESS THAN 59 PASSING
A #200 SIEVE
NOTES
1 WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE 50 CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER 15 GREATER,
2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL 3" PG B4-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN S".
RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4"-
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK ANIO/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH' KAN- 114.1
PUBLIC WORKS FOR FLFJQBLI'e PAVEMENT OR i'F H S T:il
DEPARTMENT R1401D PAVEMENT WITH OVERLAY
Docu5igr) Envelope ID 6EECF5B6-602A-4E4A-S436-A317AA638878
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE 80TT13M AREA OF THE
ADJU STME NT SECONN
FRAME AND VANED GRATE
ADJUSTTIIENT SECTION
I
I
1
I
�
�
f
i
1
�
SEE NOTE 4
NOTM
1. THE COVER pR GRATING OF A CATCH BASIN SHALL NOT 13E ADJUSTEQ TO FINAL GRADE UNTIL THE FINAL ELEVATFGN OF THE PAVEMiENTGUTTER.
DITCH. DR SIQEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GE4fLN BY THE ENGINEER TO
MORTAR IN PLACE I N ACCOIZOANCE WITH WSDOVAPWASTANDARD SPECIE ICATION 7-M3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE GP SHIMS IS PROWSITEO.
3. A CONTINuOus LAYER OF MORTAR SHALL M PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TD PLACEMENT.
4. ONLY BY APPROVAL OF THE CITY- THE USE OF BRICKS M PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE ARU N LNG BOND OR Y,BOND.
5: BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTFON WITH MORTAR
15, MORTAR SHALL MEET THE REpUIRE1,kT5 qF WSDp71APWA 5YAN D.ARD SPECIFICATION
T- PICKY LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUY TYPE 2 FOR NON -SHRINK APPLICATIONS FN ACCORDANCE WITH STANDARO
SPECIFICATION 9.20.3(2).
8, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURE R'S DIRECTIONS.
9, FRAME SHALL BE ADJ05TE13 TO PAVEMENT GRAVE BY TAPPIM3 UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT FDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN V1518LE UPON MmPLE tKm
UN LE55 ETTHE7Wl51' NOTED. DRAWING IS NOT TG WA:F INT5I
STD. PLAN - 202.00
PUBLICWORKS R.
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1
oArE
:45 A
Know what's below.
R - 418108 Call before you dig.
SURVEYED: SCALE:
KMR 1 »_ 20, VERTICAL: NAVD 1988
DESIGNED: •
HORIZONTAL: NAD 1983/1991 CITY OF
[;R
SRS R E N T O N
DRAWN:
CVP •
ONE INCH DATU M
CHECKED: CJA AT FULL Sc ALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: WALE SCAACCORDINGLY
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
BY: KEVIN M. REESE
4 11110122
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGA T SHORT PLAT ASBUIL TS
CONSTRUCTION DETAILS II
O
O
N
O
N
J
IN
Q
0
v J
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
QD
Q
DRAWING NO:
20547
SHEET:8 OF: 9
00
0
DocuSign Envelop@ID:6EECF586-602A-4E4A-B436-A317AA636878
L I
LI
a
�i
3
3
DIfTFALL TO STREAM DAMP NO POiLIIiANiS
TOP
1
3EO LETTERRJO
BOLT-DOVYN SLOT.
SEE DETAIL AND
NOTE 1
ISOMETRIC
24-
7 OR R EQUAL SPACES
j DIRECTIpipF FLOW
1 516' MAX. �}..
SECTION A
I
I
1 114-
�f
} I
I
11
ROLT-DOWN $Le}T [IETAII
NOTES:
1. BOLT -DOWN CAPA510 TY IS REQQIREP ON AFRAM F$. GRATFS. AN13
COVERS, UNLESS OTHERWISE SPEOFIED-LL PROVIDE TWO HOLES IN
Tt1E FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 516'-11 NC K 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
Z. REFER TO STANDARD SPECIFICATION 9-06.I SQ) FOR ADDITIONAL
REQUIREMENTS
3. FOR FRAME DETAILS. SEE STAHUARD PLAN 2C4.00.
SECTION B
UN LESS OTHERWISE NDTTD. DRAW:NIG IS N01 TO WALE (UTSI
STD. PLAN - 204.20
PUBLIC WORKS RECTANGULAR VANED GRATE Ra
DEPARTMENT GAZ 9/28/2018 I
DATE
DocuSign Envelope IO 345B681D-914F-4F2D-AR59.7CID203B78A3
RECESSED Not LD 5cole
LIFT POCKET FRAME
ff/2�'
3/4' LETTERING "SEWER"❑IALAETfR(2) BOLT SOC. (ALLEN HEAD)
5/6" - 11 X 1 5 STAINLESS
STEEL
REF PART #00gg11771-3/16"
SEE NOTE 3
1 5/W
1/4^�,2-1/2"---I
-L 1 T,_1/S�
�g1
3/q
OAST IRON RING AND COVER
BOLT DETAIL
45- (I/a) BEND
etc..
F�
4+
45' (1 /8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES,
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3598 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-O" SOUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANGUT
DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastucfl*26/2020
""1�n�,kyu oATL
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433
:4 5 AN
1 12:1
A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
WATER PLAN GENERAL NOTES Standard Plan No.3DD
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 IAPWA 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
IS 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 PRIORTO 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 5YSTfM IMPROVEMENTS SHALL 9E 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-SFFE.
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 8E PUSH-0N OR MECHAN[CAL JOINT. CAST IRON 0R DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS
PER ANSI/AWWA C1201A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA CIOS STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER Of 104NCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHAD BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE LMUTY 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 FORSIZE OF PIPE USED. ALLTRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAMMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTORTEST
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 W17H CTFY 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 MECHANKALJOINT5IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO 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 PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL HE TESTED AT 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 PRESSURETEST, THE LJNIESHALLSE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY TILE 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 REQUIRE❑ FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATERSYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFIR. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION,
PUBLIC WORKS STD. PLAN — 300.0
DEPARTMENT MARCH
FLAN GENERAL NOTES
a MARCH 20110
DocDSlgn Envelope l❑ 345B681D-9141=-4F2D-AB59-7CT92D3B78A3
W AS�I
o�
co a� 7
38285IST
4
Al
---------7
Ell. SEWER MAIN
PROPERTY LINE
_rSPQOL
[LENGTH AS NEEDED) i -
o
3'-0' MIN
I II
6" SEWER STUB
I
- :'
FUTURE 4' SLOE SEWER
______ _
i
I}
2"x 4" STUD MARKING POST PAINTED
fi` CAP WHITE WNTii THE WORD 'SEWER" STENCILED
SEWER MAIN TEE X 6' TEE i
I
IN 3" HICH BLACK LETTERS AHD N6 WIRE
I
sDEWALK
w
WRAPPED AROUND THE STUD AND
• COUPLING M I I I
C ). L_J_L_________J
I a
Q
EXTENDED TO THE TOP OF THE STUD
I #
,t
6'X6'96' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
I r
APPROVED EQUAL SPECIFY 'SEWER ON LID),
Rrz-A
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8'iN DEPT-I
I
1
BEND AS ��
8"
REQUIRED
fEXISTINC SANITARY
SEWER MAIN —MIN SLOPE
.d>� �6" SEWER STUB 1.6-7T6-X6- WYE LFUTURE 6•- A" REDUCER
SEWER MAIN SIZE x s" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEMR CONNECTIONS TO EXISTING SEINER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' USING "STRONG-SACk" FLEXBLE [nuPUNGS (PERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC 'TEE- 4JSING "STRONG -BACK" FLEXIBLE COUPLINGS [FERNCO OR APPROVED EQUAL)
C PVC & C9G0 PVC MAIN - CUT IN NEW TEE US+NC RIGID COUPLINGS OR CORE -DRILLED WTH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED VAT" A fiOMAC SADDLE (OR APPROVED EQUAL)
E LINFO MAIN - CONNECROte- TO SEWER MAINS THAI HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE' USING
`STRONC-BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOVAL)•
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERIA-TEE' MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
C IdANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHAH 13E AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE
SHALL BE CORE-ORILLEO AND USE KOR-N-SEAT. ROOFS OR APPROVED EQUAL
NOTES.
I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SLIVER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 ONLESS ❑T1IERWASE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINtNUM 25' COVER AY PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHAL_ HAVE A MINIMUM 2 71 SLOPE UNLESS APPROVED BY THE Pu BLIC 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 HE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME OO NOT BACKFILL Ti< TRENCH uNTIL APPROVAL IS OVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TQ STANDARD PLAN 110 OR 1102
5 TIE SIDE S[MIER STUB 5HALL HAVE PrPE BEDDING IN ACCORDANCE 0I114 5TAN0ARO PLAN 4D5
7 ALL SUE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSEE] AND BONLIEQ IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406,1
PUBLICWORKS INSTALLATION
DEPARTMENT Martin PastUetJOV26/202
(SEWER MAIN TO PROPERTY LINE) SIT. D�9EIR49D DATE
1011912023 NO.
1014106110101
1 12
13%24` PLASTIC METER BOX EWAI. TO MID -SPATES PLASTIC.
INC. BCF SERIES MSBCF 1324-18 WITH 1,75 THICK DUCTILE
RON AiAMONO PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R NITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9- MIN
12" MA:
FINISH GRADE
x
zap
-
36" MIN COVER
o
�+ n
MTV
PF?JVATE
H aaTc
vnlnc
z I IN UNIMPROVED RIGHT OF
J � WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12" r
LONG COPPER TAILPIECE. >aa
ISIDEWALK
t
TOUCHREAD WATER
J
METER TO 9E
SUPPLIED BY THE
CITY
TYPE 'K" SOFT
`v
COPPER TUBING.
NEW DUCTILE
IRON
WA TE R M A(N
IF SERMCE LINE TO HOUSE IS 3/4" OR T"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD CT4-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVDE SLACK IN COPPER COPPERSETTER FOR 5/$"x3/4" METER; FORD
SERVICE LINE TO METER. VSH72-15W-44-33G, OR McDONALD BRASS: 21I-2T5WCQ033. OR
MUELLER! 3/4-8-24713-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE Ci-IECK VALVE ON OUTLET
L CORPORATION STOP WITH BALL VALVE. FORD COPPFRSETTER FOR 1" METER: FORD WH72-15W-44-44G, OR
TAPERED THREAD [GC]. gL2ICK JOINT Mc06NALD BRASS: 21-415WCQ044. OR MUELLER' 1-S-2470-2
(:3/4" FB1000-3-0) OR AY MCDONALO 4707E BOTH INLET AND OIUTLET WITH QUICK JOINT- PADLOCK WINGS ON
(T' FE1000-4-0) OR AY MCOONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL 13E WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARL EXPANSION JOINTS MUSH BE INSTALLED DN
BOTH SIDES OF METER BOY,.
A— A DRILL 2' DIA- HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1%2" MIN. FROM NEAREST
F �
AND FRONT EDGE OF PIT LID
T,ill
TYPECAL
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST I' FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
34"
PUBLIC WOR1�= AND 1" WATER SERVICE SM PLAN --- 320.1
e
4
1]liPAR'T'hil;N'['
INSIDE HOUSE
PREFERRED CONFIGURATION
G 5
7�11Q 8 10 4 2
FLOW
#
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
ADJACENT TO WATER METER
PROPERTY
LINE
SAWDUST
5
6 9 5
FILL
Mal
24" MIN
7
7
6"
�7
FROM
6"
P A L
WATER
TYP
METER
1 10
3 70 8 10 4
2O
FLOW
2
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
1 STD. PLAN — 340.5
e PUBLIC WORKS 3 " & 1" INDIVIDUAL PRESSURE REDUCING
DEPARTMENT VALVE ASSEMBLY
MARCH 2O10
SURVEYED:
KMR
DESIGNED:
SRS
DRAWN:
CVP
CHECKED:
CJA
BY
DATE
APPR
APPROVED:
CJA
Know what's below.
R 41810 9 Call before you dig.
SCALE:
1„-20' HORIZONTAL: VERTICAL: NAVD C TY OF
NAD 1983/183/1991
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
AS -BUILT DRAWINGS PLAN
THESE AS —BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD
CONDITIONS AS OF 11/10/22 (DATE SIGNED)
By: KEVI N M. REESE
11110122
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
N COMPLIANCE WITH CITY OF RENTON STANDARDS
MANGAT SHORT PLAT ASBUILTS
CONSTRUCTION DETAILS III
N
U
O
N
Q
0
v J
DATE:
1011912023
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
20541
SHEET: n OF: n