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UNOPENED RIGHT
OF WAY
N89'08'15"W 50.04'
PROPOSED BLOCK
WALL (DESIGN BY
OTHERS)
WEATHERDECK UPPER
AND CONCRETE PATIO
BELOW (SEE 25.32'
ARCHITECTURAL PLAN)
SIERRA HOMES SFR
NW 114 OF SW 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
CITY OF RENTON, KING COUNTY, WASHINGTON
T.P.N.
3342102560
1021 N 35TH ST
RENTON 98056
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ROOF DECK
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PROPOSED SINGLE FAMILY
RESIDENCE
FF=121.50
2,154 SF STRUCTURE
2,557 SF ROOF
SEE ARCHITECTURAL PLAN
T.P.N.
3342102710
1012 N 34TH ST,
RENTON, WA
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ENTRY. a
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4.
20' BSBL
a
a
PROPOSED PACIFIC DOGWOOD TREES
a
(SEE LANDSCAPE PLAN)
°
a
20.00'
PROPOSQ BRUSHED
a CONCRETE 'DRIVEWAY
(46 SF} a
a
18 58'
N89°08'15"W 110.09'
PACIFIC DOGWOOD TREES
LANDSCAPE PLAN)
PROPOSED HEAT
PUMP PAD
PROPOSED NEW PARCEL LINE
KATSURATREE OR EQUIVALENT
PER COR APPROVED STREET TREE 1.5' DEDICATION TO ROW
LIST & SPACING GUIDELINES a ° . RESULTING IN APPROXIMATE
N89'04'15"W 50.04' 75 SF FRONTAGE DEDICATION
. . . . . . . . 1.50' N 9'04'15"W 14b.07' PROPOSED 5'
a
a ° SIDEWALK
16.00'
PROPOSED 8'
8.00' ° PLANTER STRIP
..............
............................ a. 4
L - _ _ ,26.50' .
Know what's below.
Call before you dig.
DISCREPANCIES
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.
CIVIL1700 NW GILMAN BLVD, STE 200
ISSAQUAH, WA 98027
PHONE: (425) 821-5038
STORM REVISION FOR DI PIPE
REVISION
GRAPHIC SCALE
10 0 5 10
SCALE: 1" = 10'
T.P.N.
3342102700
1018 N 34TH ST,
RENTON, WA
RECORD DRAWING NOTE
THIS RECORD DRAWING HAS BEEN PREPARED BY G2 CIVIL. THE
INFORMATION PRESENTED HEREON IS BASED UPON A COMBINATION
OF APPROVED DESIGN PLAN INFORMATION, CONTRACTOR FIELD
DRAWINGS PREPARED DURING THE COURSE OF CONSTRUCTION,
AS —BUILT FIELD SURVEY INFORMATION GATHERED BY THE PROJECT
LICENSED SURVEYOR OVER THE COURSE OF THE PROJECT
CONSTRUCTION AND / OR OTHER RECORD INFORMATION PROVIDED
BY OTHERS. THIS RECORD DRAWING REPRESENTS ACCURATE
AS —BUILT CONDITIONS TO THE BEST KNOWLEDGE OF THE ENGINEER
OF RECORD AND WAS PREPARED SOLELY TO FULFILL THE
REQUIREMENTS OF AND SOLELY FOR THE USE BY THE CITY OF
RENTON. ANY OTHER USER OF THIS RECORD DRAWING ASSUMES
COMPLETE RESPONSIBILITY TO FIELD VERIFY ACTUAL FIELD
LOCATIONS AND CONDITIONS AND IS HEREBY ADVISED TO DO SO.
IMPERVIOUS AREAS EXHIBIT
SURVEYED:
DESIGNED:
DRAWN:
JAT
EDM 5/1/2025 EDM CHECKED:
EDM
BY DATE AP P Rj APPROVED:
EDM
SCALE: 1 "--50'
SCALE:
1 "=10'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LEGAL DESCRIPTION
LOT 40, BLOCK 19, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY,
WASHINGTON TOGETHER WITH THE PORTION OF THE VACATED ALLEY ADJACENT THEREOF PER
RENTON LND-40-0037 DATED 05-10-2023.
SURVEYOR'S NOTES
1. HORIZONTAL DATUM: CITY OF RENTON NAD 83/91
2. BASIS OF POSITION: HELD THE FOUND MONUMENT IN CASE AT THE INTERSECTION OF N
34TH STREET AND BURNETT AVE N.
3. HELD THE BEARING OF S 89 04'16"E, PER DIRECT INVERSE, BETWEEN THE ABOVE NOTED
BASIS OF POSITION AND THE FOUND MONUMENT IN CASE AT THE INTERSECTION OF N 347H
STREET AND PARK AVENUE N.
4. THE FOLLOWING RECORDS WERE REVIEWED WHILE DETERMINING THE BOUNDARY SHOWN
HEREON:
A. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY,
WASHINGTON,
B. RECORD OF SURVEY RECORDED IN VOLUME 418 OF SURVEYS, VOLUME 89, RECORDS OF KING
COUNTY, WA.
C. RECORD OF SURVEY RECORDED IN VOLUME 341 OF SURVEYS, VOLUME 60, RECORDS OF KING
COUNTY, WA.
D. KING COUNTY ASSESSOR'S MAP FOR THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP
24 N, RANGE 5 E, W.M.
5. VERTICAL DATUM: CITY OF RENTON (NAVD 88)
MASTER BENCHMARK. CITY OF RENTON BENCHMARK #1836 - FOUND CONCRETE MONUMENT
WITH 1/8°BRASS PLUG IN CASE AT THE INTERSECTION OF BURNETT AVE N AND N 30TH
STREET. ELEVATION = 120.03 FEET
SITE BM 11: SET MAG NAIL IN ASPHALT 1.1' NORTH F TH SOUTH EDGE OF PAVEMENT ON N
34 TH STREET, 15.8 ' SE OF A SEWER MANHOLE. ELEVATION = 117.76 FEET
6. NARRATIVE.•
HELD THE FOUND MONUMENTS AT THE NE, SE AND SW INTERSECTIONS OF THE BLOCK TO
ESTABLISH THE CENTERLINES OF RIGHT OF WAY.
AT THE NORTHWEST CORNER OF THE BLOCK, THE ABOVE MENTIONED SURVEYS HOLD A
DISTANCE OF 1.21 FEET TO THE CALCULATED INTERSECTION. THIS SURVEY ALSO HOLDS THE
DISTANCE OF 1.21 FEET FROM THE MONUMENT TO THE CALCULATED INTERSECTION.
PROPORTIONED ALONG THE RIGHT OF WAY OF N 34TH STREET AND N 35TH STREET TO
ESTABLISH EAST AND WEST LOT DIMENSIONS.
THE CENTERLINE OF THE ALLEY WAS CALCULATED AT THE MID -POINT OF THE RIGHT OF WAY
BETWEEN BURNETT AVE N AND PARK AVE N.
7. TRAVERSING AND DATA COLLECTION WERE PERFORMED USING A SPECTRA AND/OR TRIMBLE
5 SECOND TOTAL STATION. ALL FIELD WORK WAS PERFORMED AND EQUIPMENT MAINTAINED,
IN COMPLIANCE WITH WAC 332-130.
ADDITIONAL FIELD WORK WAS PERFORMED USING SPECTRA SP-80 GNSS POSITIONING
SYSTEMS, THE WASHINGTON STATE REFERENCE NETWORK, AND/OR THE NATIONAL GEODETIC
SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS).
& MONUMENTS SHOWN AS FOUND AND PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN
HEREON ARE THE RESULT OF A FIELD VISIT IN OCTOBER 4, 2022 AND IS CURRENT TO THAT
DAY ONLY.
9. THE LEGAL DESCRIPTION SHOWN HEREON IS PER STATUTORY WARRANTY DEED RECORDED
UNDER RECORDING NO. 9209301878, RECORDS OF KING COUNTY, WASHINGTON.
10. THE SUBJECT PROPERTY CONTAINS 11,844 SQUARE FEET OR 0.272 ACRES MORE OR LESS.
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.
ON -SITE IMPERVIOUS SURFACE SUMMARY
ROOFTOP =
Z 603 SF
WALKWAY, DRIVEWAY, PATIO
& HEAT PUMP PAD =
475 SF
TOTAL NEW IMPERVIOUS =
3,078 SF
SITE AREA =
5, 307 SF
IMPERVIOUS COVER =
58.0%
VERnCAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
M
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VICINITY MAP
N. T. S.
SITE DATA
O)
SITE ADDRESS: 101X N 34TH ST
N
RENTON, WA 98056
PARCEL NUMBER: 3342102705
O
EX PARCEL AREA: 5,382 SF (0.12 AC)
N
NEW PARCEL AREA: 5,307 SF (0.12 AC)
U
ZONING. R-8
BUILDING SETBACKS. 20' (FRONT)
20' (REAR)
5', 10' (SIDE)
PROJECT TEAM
OWNER. SIERRA HOMES INC
PO BOX 3069
ISSAQUAH, WA 98027
(425) 471-3472
ENGINEER. EDWARD MECUM, PE
G2 CIVIL
1700 NW GILMAN BLVD, STE 200
ISSAQUAH, WA 98027
(425) 821-5038
SURVEYOR: KEVIN M. REESE, PLS
ENCOMPASS ENGINEERING & SURVEY
165 NE JUNIPER STREET,STE 201
ISSAQUAH, WA 98027
(425) 392-0250
ARCHITECT.• URBAN DESIGN GROUP, INC
15445 53RD AVE S, STE 1110,
SEATTLE, WA 98188
(206) 453-4545
GE07ECHNICAL ENGINEER. PHILIP ANTHONY HABERMAN, PE
COBALT GEOSCIENCES, LLC
PO BOX 82243
KENMORE, WA 98028
(206) 331-1097
UTILITY DISTRICT INFORMATION
WATER/SEWER: CITY OF RENTON
(425) 430-7400
FIRE DISTRICT.- RENTON REGIONAL FIRE AUTHORITY
(425) 430-7000
CABLE TV. COMCAST
(800) 934-6489
GAS/ELECTRIC: PUGET SOUND ENERGY
(888) 321-7779
SHEETINDEX
1. COVER SHEET
2 TBe & RE
RE?EN ReN ni A A I
J. SITE GRADING, DRAINAGE & UTILITY PLAN
4. ST74NBARB BETA!
5.
6.
R-436401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF SIERRA HOMES
U SFR
RENTON
Planning/Building/Public Works Dept. COVER SHEET
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SIERRA HOMES SFR
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NW 114 OF SW 114 OF SECTION 32, T. 24 N., R. 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
3342102560
1021 N 5TH ST
TW=116.00 RENTON 98056
BW=114.00
- - - - - - - -
- - - -�N89°08'15"W 110� 0�
TW=116.00
BW=112.00 / / ��
/ / \
/ 1 SHED I
142
ROOFLINE
/ (TYP) I
18. ' / 18.5'
WEATHERDECK / Lr120.0
1 SDCO PER COR
(SEE 25L-B-SBL STD 226.00
PROPOSED BLOCK WALL ARCHITECTURAL (TYP)
(DESIGN BY OTHERS) a I PLAN) a IE=118.5' F_
LO
o I I GRAPHIC SCALE
G/ I I 10 0 5 10
,c3 00 ° I /
���0 N SDCO
IE = 117.5' I /I SCALE: 1" = 10'
FOUNDATION LINE W/ 4" I ROOF DECK I I I f
PERFORATED PVC FOOTING I
DRAIN
(TYP) I I
1 I I
I I
/ I 56 LF 4" PVC I
I ROOF DRAIN
I 027.
I
57 LF 4" PVC l ° I
ROOF DRAIN I
T.P.N. ® 29
PROPOSED
3342102710 v /
/ RESIDENCE
1012 N 34TH ST,
MFF=121.50
RENTON, WA I l (SEE / a
l ARCHITECTURAL o I 1
/ PLAN) /
49 LF 4" PVC I
yD ROOF DRAIN wI /
1 ®2q PROPOSED
GARAGE I o
CONNECT FOOTING FFE=120.00 `r L
DRAIN SYSTEM TO _ z
SDCO PER COR STD 226 (TIP) I 4" PVC
I IE = 116.41 20.0' 120.0, of I al SDCO I
CONNECT ROOF DRAIN SYSTEM TO 6"
PERFORATED PVC AT CLEANOUT l IE = 117 32'
IE = 116.4t
I I /
a
�I�
DISPERSION
TW=118.00
I /
SD
4 SD
o I
al
TRANSITION STRIP
BW=114.00
ENTRY .
a .
�-
I�
PER COR 263.20
I
20' BSBL
I I
2' WIDE x 4" THICK
18 LF 6" PERFORATED PVC
.
II
STUB -OUT CONNECTION
a 119.90 11 11
12" APL y
PER COR 263.4
a o
/
26 15 LF 4" PVC FOOTING DRAIN BYPASS
N
a
2 0%
a I I I
0 2.0% MIN, CONNECT DOWNSTREAM OF
TRENCH PER COR 263.4
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al
1 0 00' 3
I
/
SSCO PER COR STD 403.1 & 406.2 /
a
II
I
RIM=120.1t
/
N VEGETATED
?�
pa I
I
IE=115.0t /
\I' W PATH `I'
a9
�tia al
II
SDCO (TYP) PER COR STD 226.0
PROPOSED GAS
EX IE (SW) 4" PVC=116.0t
I
SERVICE LINE
IE (E,FOOT) 4" PVC=116.Ot - TW 117.00
N
10
°
IE (E,ROOF) 6" PERE PVC=116:4 BW=116.00 117.40'
N89°0 5'�
w
5 4
20.50;�1� 1
20.81' a
INSTALL JOINT TRENCH WITH
A
CONDUIT FOR FUTURE
/ _
N 9°04'15"W 1 .07'
a:.�-
a a
PROPOSED SIDEWALK
UNOERGROUNDING OF �/ 4" PVC
N - - -
- -
- 1
- - a- �I r
2046'
RECORD DRAWING NOTE
THIS RECORD DRAWING HAS BEEN PREPARED BY G2 CIVIL. THE
INFORMATION PRESENTED HEREON IS BASED UPON A COMBINATION
OF APPROVED DESIGN PLAN INFORMATION, CONTRACTOR FIELD
DRAWINGS PREPARED DURING THE COURSE OF CONSTRUCTION,
AS -BUILT FIELD SURVEY INFORMATION GATHERED BY THE PROJECT
LICENSED SURVEYOR OVER THE COURSE OF THE PROJECT
CONSTRUCTION AND / OR OTHER RECORD INFORMATION PROVIDED
BY OTHERS. THIS RECORD DRAWING REPRESENTS ACCURATE
AS -BUILT CONDITIONS TO THE BEST KNOWLEDGE OF THE ENGINEER
OF RECORD AND WAS PREPARED SOLELY TO FULFILL THE
REQUIREMENTS OF AND SOLELY FOR THE USE BY THE CITY OF
RENTON. ANY OTHER USER OF THIS RECORD DRAWING ASSUMES
COMPLETE RESPONSIBILITY TO FIELD VERIFY ACTUAL FIELD
LOCATIONS AND CONDITIONS AND IS HEREBY ADVISED TO DO SO.
- - -_ _. - PER COR-STD 102
FRANCHISE UTILITIES STORMWATER STUB - - - Q
APPROX. LOCATION 1 7.33' O / 19.07 120.43' T I 2p•7 ' CONTRACTOR TO WM
P P P / PER COR AS-BUILTS N / a II PROTECT EX. SAN l
�- P P - I I a SERVICE TO /
- - - - - - - - - - 3' WIDE ASPr ALT F' - P P P P ' I P NFIGHBORI�G PROPERT�f s
_ r-
SD SD Sp PEDESTRIAN RAMP TYP 9 a. P P P -
NOTE. 71E SIDEWALK AND / . . . . . . . . . . j ! 116.78 I D '�_ - SD
CONCRETE CURB TO ADJACENT y `� 18.52' 119.88' I I 2 .5T y - t:r7
PROPERTY AT PROPERTY LINE IF . . . . . . . . . R ACE EX SDCB . L - - - - - - - - - - - - - I I - I . - . PROPOSED UNDERGROUND . . . . . y
NEIGHBORING IMPROVEMENTS BY . . . . . . . . . . . . . i i i . . POWER SERVICE LINE
TYPE 1 CB W/ I. I BOSSING INSTALL 39 LF 0 /
SEPARATE PERMIT HAVE BEEN ^� OPEN GRATE �"-� W I I PROVIDE 1' VIER 1 " n�a 4 g . . . /
COMPLETED; ASPHALT RAMP WILL .T ../I �' i. . . . L-j SEPARATION OR . . . . . . I . -2 9 W PER CORDSTDR101 / - W W W W
NOT BE NEEDED IF ADJACENT RIM=1}E3f 117.11 CROSSING / - W -� W -
IMPROVEMENTS ARE COMPLETED - - SDIE=115.06 / i I .i ETHAFOAM . . . . I I . . . . . . . . ' ' /
SSIE=112.00± /. I I . . . / . . . . . .
I. IE=114.67, 12" (W) . 6" SEWER -SERVICE . . . . . I . . . . . CB W9 /-
PROPOSED SEWER ST11JB I APPROX. LOCATION . I I OP N IGCB
\ IE=114.99, 4"(N) PER COR STD 406.1 I PER COR AS-BUILTS . . . . . I 1 RI 120. 2. . . . . . . . . . . . . . . \ .
SS RATE
SS . . . . . . . . �� - IE = 110.96t S` i SS . \ . . . . . SS . . . . I l SS . " 1E=117.82; 12".(W) . . . . . . . -
. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . IE=118.3 ,. 12 . E . . . . . SS SS - - SS SS �0000
NEW 1" WATER SERVICE LINE AND METER PER COR NEW DRIVEWAY . . . I I I ssrnH S
SEPARATE WATER METER PERMIT. PRESSURE REDUCING COR APPROACH
I ( PAVEMENT `' - -
VALVE REQUIRED DOWNSTREAM OF WATER METER \ - „ 1 RESTORATION PER .N . '34TH T
/ COR-STD 110.1 SSMH
/ cn . . RIM=140.76
/ IE=132.47, 8" CONC. (E)
SET MAG. NAIL / . . . . . . . . . . . . / -_ :. ..: IE=132.37, 8" CONC. (W)
EL=117.76 7 / . . . . . . . . . . . IE=132.47, 6" CONC. (S)
SSMH /
RIM=118.92
IE=1�1 .15�; 8" Z`a'1 77)
IE=111.82, 8" CONC. (W) SDCB .
IE=112.22, 6" CONC. (S) RIM=12.
NO INVI
VEHICLE
CIVIL1700 NW GILMAN BLVD, STE 200
ISSAQUAH, WA 98027
PHONE: (425) 821-5038
FOUND MONUMENTIN CASE
BENCHMARK
(P)
PLAT
(M)
MEASURED
(c)
CALCULATED
WATER VALVE
FIRE HYDRANT
®
WATER METER
Q
SEWER MANHOLE
❑
CATCH BASIN
o
MAILBOX
LIGHT POLE
C�1Q
ROCKERY
KEYSTONE WALL (OR AS NOTED)
OO
ELECTRIC METER
UTILITY POLE
GAS METER
P P
-P P-
T
W W
SD
SS
G G
....................
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
UNDERGROUND TELEPHONE LINE
WATER LINE
STORM LINE
SEWER LINE
GAS LINE
WOOD FENCE (WF)
WIRE FENCE (WIF)
EVERGREEN TREE
DECIDUOUS TREE
CONCRETE
ASPHALT
GRAVEL
CONCRETE PAVERS & GRAVEL
SOIL QUALITY NOTE
ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE,
INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT
COMPLETION, DEMONSTRATE THE FOLLOWING:
1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 107• DRY WEIGHT IN BEDS, AND 59
ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO &0 OR MATCHING THE PH OF THE
UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE
ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW
THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER
MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE.
2. MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL.
J. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS.
A) THE ORGANIC CONTENT FOR PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST
MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (REFER TO SECTION C.2.6) WITH THE EXCEPTION THAT
THE COMPOST MAY HAVE UP TO 359• BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC
MATTER CONTENT OF 407. TO 65X AND A CARBON TO NITROGEN RATIO BELOW 25.1. THE SECTION C.2
ON -SITE BMPS 1211212016 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL C-100 CARBON TO
NITROGEN RATIO MAY BE AS HIGH AS 35.1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE
PUGET SOUND LOWLANDS REGION.
B) CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING A)" ABOVE,•
OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT
EXCEEDING THE LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220.
4. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.
DRY UTILITY NOTE
GAS AND POWER UTILITIES IN THE ROW WILL REQUIRE SEPARATE FRANCHISE PERMITS.
EX
EX 25' ROW EX 25' ROW 1.5' DEDICATION
13' 8
LANDSCAPE
Ef PAVEMENT - - p.5' VERTICAL CURB 5' SIDEWALK
fAND
EX PAVING VARIES
29'FOR 1' AT
SAWCUMATCH EX BACK OF WALK
EDGE OF PAVEMENT CURB PER COR
STD PLAN 101 SIDEWALK PER COR
STD PLAN 102
N 34TH STREET SECTION 1.5% MAX
N TS
R-436402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
05/01/2025
5
SURVEYED:
SCALE:
q „= q o r
I I
HORI ONTAL, N D 1983/1991
DATUM
CITY 0 F
RENTON
U
Planning/Building/(1 P Public Works Dept.
SIERRA HOMES
S F R
AS -BUILT
SITE GRADING DRAINAGE
> >
&UTILITY PLAN
4
DESIGNED:
3
2
DRAWN:
JAT
ONE INCH
1
STORM REVISION FOR DI PIPE
EDM
5/1/2025
EDM
CHECKED:
EDM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
DATE:
n7_
PAGE: _
DRAWING NO:
SHEET: OF:
3 6
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