HomeMy WebLinkAboutR-436402SIERRA 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
I
I
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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
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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:
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