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KEYNOTE:
SPOT ELEVATION AT
O BACK OF WALK, CENTER
OF DRIVEWAY.
❑1 CONNECT WALL DRAIN
TO STORM LINE.
QCONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
PS NO PARKING SIGNS WITH DOUBLE HEADED
ARROW PER MUTCD R8-3 (MOD). AFFIX SIGN TO
STREET LIGHT PER COR STD PLAN 129 W/ SIGN
ORIENTED 45 DEGREES FROM STREET. BANDS
SHALL MATCH STREET LIGHT COLOR.
INSTALLATION OF SIGN SHALL BE DONE BY THE
DEVELOPER. LOCATIONS ARE AS PER SHOWN ON
THE PLANS.
ROAD NAME SIGN AND STOP SIGN
SHALL BE PER STD PLAN 129 AND 137.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES PER COR STD PLAN 204.20
UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR
STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO
BE INSTALLED PER COR STD PLAN 201.00
UTILITY CROSSINGS:
QIE 12" SD=375.37
T/P 8" W=373.11
QIE 12" SD=375.34
T/P 8" SS=369.55
QIE 12" SD=376.80
T/P 8" SS=369.07
QIE 12" SD=377.32
4 T/P 12" SD=375.82
AIE 12" SD=371.08
T/P 8" W=370.08
*SEPARATION IS LESS THAN
1.5', REQUIRES GEOFOAM
f
385
97-11
375
370
355
KEYNOTE:
Oj STA 11 +90.32
BEGIN HALF STREET
GRIND AND OVERLAY
OSTA 11 +90.32
END HALF STREET AND
BEGIN FULL STREET
GRIND AND OVERLAY
OSTA 12+44.19
END FULL STREET
GRIND AND OVERLAY
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1 1 RECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO.
REVISION
12+00
TJS
10/10/22
BJT
s'"w"m'
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
-.L-iJ_17i
II I I J I
SITE MAP KEY PLAN -bg.?%-
ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A
OF CB TYPE 2
ADJUST EX CB TO NONIS JACOB & MORGAN
EDENFIELD(SUMPTER) PLAT MATCH PROPOSED 2345750130
FLOWLINE
RIM=384.00 MATCH EX FRONTAGE
A PORTION OF SECTION 14 TOWNSHIP 23 N RANGE 05 E W M 8" PVC MEE& E80.05 (SIDEWALK, LANDSCAPE, CURB)
' .' -' � � � _
EX UNDERGROUND � SSCO EX R W
CITY OF RENTON, KING COUNTY, WASHINGTON ` POWER FIRE HYDRANT
SEE SHEET 13 -- - -
j /#SSEMBLY CB TYPE 1
FOR CONTINUATION S"
gg g _ EXfCURB RIM=389.48
■ ■ I ATCH EG -=EDA 9bo 12" E ADS=386.17
EX 8" WATER WAPATO P
' I • :� � b-�' 3 , 386.90 LSE
0 10' 20' 40' TRACT B _ `� �` SAWCUT MATCH EG - EX MONK LOCAL ACCESS
SHARED DRIVE r S�/ �jr•.,LINE (TYP) / II CB TYPE 1
SCALE: 1"=20' e` ° '• •�38455 a EX 8" SEWER II
° • 1 rn - - - _ RIM=389.47
198 LF 12" SD (PRIVATE) °`• \ MATCH EG EX SIGN CR EOA___ . - - - - 12" N ADS=385.57
I It 384.56 cUR$ SSMH TYPE 2 "
MA CH EG' "--EX �6 NE PVC=386.13
1 WATER - ^,\ RIM=387.96 12"WADS=385.56
LOCK AND LOAD PROPOSED MAILBOX SERVICE (TYP) ° I; II I �o0 2 /385.77 2 GRIND 8 N PVC=379.46 12" S ADS=385.57
EX TREES TO BE LOCATION. SEE DETAIL /' ;; II / EG AND OVERLAY 8" SE PVC=379.56
SAVED TYP l/ II RETAINING WALL SEE ON SHEET 25 I (TYP) V THIS SHEEN FOR DETAIL ,,. , • 4 4 385.7 EX R W
G'o. 383.8 j �' EG MATCH EG SSCO
TREE PROTECTION FENCE AND �� '� ` MATCH EG I
EASEMENT INSTALLED PER TREE 6 � '� '� 1 :�';I' MATCH EX FRONTAGE I
I� ^? 384.80 ` I 384.03 . , - (SIDEWALK, LANDSCAPE, CURB)
RETENTION PLAN ON SHEETS 37 TO 39 :' EG I ` °
% �I i ,p SSM..
� RIM '384.00 I
i _..CTR CHANNEL=380.05
BARKER SHARON (TTEE) YD.......... »
1397500070 RIM=377.1�8 8 PVC NE & E I
( ) _ __ PROPOSED ILLUMINATION
EX UNDERGROUND IE=376.00 6 I �----_ 382 ``O pG �' POLE TYP
1 - SEE SHEET 15 FOR ` - 0 (TYP) I
POWER � � ----- .. GpJ- • 7 ,;,/• I • ••''� .'S
r7 I ___:- -STORM BYPASS PROFILE REMOVE EX TEMPORARY
EX �W _23 LF 6" PVC -------- ` ` 4 HAMMERHEAD TURNAROUND.
P(uG) P(UG) Pruc, 9.43% - - - - - - - - 378_ - _ ' 9 LF 12" SD (PUBLIC): , . �� 2,
CB TYPE 2
- T{UG r(I ADA RAMP. SEE " PUBLIC) ADJUST EX CB TO I
EX UNDERGROUND �.� P(u b ':
TELEPHONE LINE I SHEET 18 FOR 60 LF 12 SD C 8" WATE MON �0 3 ° ` ,� r MATCH PROPOSED
\ --��k
--------------- ---EOA GRADI G_DETAILS. �\ °°
1 FLOWLINE
1 RIM-_
383.67
1 76 LF 12" SD (PRIVATE).... 9 I i 12" N ADS=414.13
SAWCUT I 375.17 001�114I
LINE TYP ' h MATCH EG QJ0 �i 1" WATER I 6" "E PVC=377.07
(TYP) ` ry WSERVICE (TYP)--' PS i 3 LF 6" PVC 12 W ADS=377.02 I
_ 158TH AVE, " C� 3.36% SJOLUND KRISTINA M
r o '
LOC - - '��' EX \ MON 2 12 C 8 SEWER SEWER I _, WALL DRAIN
AL .ACCESS , F MID 36 V \JPlEi SERVICE (TYP). YD m 2345750120
IE=370.51 375.37�. 24 LF 12 DI (PRIVATE) i,PR , . .. ( ) RIM=389382.4 I I CONNECTION
EX 8 .WATER I � � � " � I �-
5 EG CIE=379.43 (6) i
m. I (12 N) I � � (; of. O ($ : I SEE SHEET 15
» ° DRIVEWAY SEE �� PVC �� Ld I ^ I
EX 12 ISTORM FOR STORM
43 LF 6
I
------- ----------- --------------------375.10 -- - 6° PVC °N BYPASS PROFILE
------------ -EOA -----, .. ... 19 �04. 3 36 380.23 �i I
C ROOF & C.O.R.0 0 R ST 3 31 YD
-; - - - - - - - - - MATCH EG ° e FOOTING DRAIN ® ON SHT LF 6".
•PVC^^ ^^
RIM=�T 1.0 I i
---------•- �:_ i...... .0.5% MIN. (TYP). °. ;` 0 rE : (6") 1
ADA RAMP. SEE ® 0.99%' _
° _ 78'.75 I YD 376.25 1 I i
_ _OUTFACE PROTECTION SHEEP 18 FOR RIM=38949- 379.92 ^.
EX R/W 12'x7.5' RIP RAP IE=370.80 GRADING DETAILS. • /6 LF 6 PVC IE=3n�.•�� (6")
PAD (2' THICK) " -2& LF 6 PVC ® 1.00% I
(12 S) EX FIRE HYDRANT ,. 7 ® � °1 375.N LOCK AND LOAD
ASSEMBLY „ • 49 RETAINING WALL I :I
BOLLARDS (TYP) SEE 0.51% : ' 6 LF 6.••'PVC LF 6" PVC j SEE THIS SHEET
DETAIL ON SHEET 27 ®0' O% 8 ® �° I 2•' RIM=38939-379.97 FOR DETAIL j EX FENCE
MAY RONALD G 15' ACCESS --� �a 378.90 1.38% �� IE=377.30 (6") 7 I�B" .
:7 CO BEARING PAD !' FRENCH DRAIN. SEE
1397500060 ROAD 378.26 RIM=3 2 :RIM�37S-90 378.84 ELEVATION (TYP) Q i f 9 DETAIL ON SHEEP 15
375.26 IE=3:75.89- (6") 1£=375.92 (6")
m
385
375
370
365
Tatw
sm4L* PLAN: 1 "=20' VEIMCAL: NAVD Lees
PROF: H 1 "=20' HORIZOWAL: W 19W/1ee1
V 1 "=5
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0.4' TO TOP -
BACK OF WALL
FINISHED
HOMESITE GRADE
2%
cn
10
U)
w
BOTTOM OF WALL
ELEVATION NOTED
\/\\/\\/\\/\\/\\/\\
ON PLANS DEPICTS
%/
THE ELEVATION AT
THE EXPOSED FACE
`'
FINISHED GRADE
BEARING PAD ELEVATION
TYPICAL LOCK +
LOAD
WALL PLACEMENT DETAIL
NOT TO SCALE
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
BEARING PAD ELEVATION
INSTALL 8" POST SLEEVES FOR FENCE
- LOCK+LOAD RETAINING WALL
(GEOTECHNICAL DESIGN REQUIRED)
GEOGRID PER
GEOTECHNICAL DESIGN
CONSTRUCTION NOTE:
THIS DETAIL IS TO BE USED FOR WALL
PLACEMENT ONLY. FOR CONSTRUCTION
PLEASE REFERENCE THE LOCK+LOAD
RETAINING WALL PER DETAIL PREPARED
BY EARTH SOLUTIONS NW.
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R-418812 I �
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ASBUILT ROAD AND DRAINAGE
PLAN AND PROFILE - ROAD A
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATE:
10/10/2022
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