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ASBUILT ROAD + DRAINAGE PLAN + PROFILE - 132ND AVE SE
OF
0 10' 20' 40'
z POREST TERRACE PLAT
SCALE: 1 _, SPECINKINGCOUNTY , I RAP
PAD ER A PORTION OF SECTION 04 TOWNSHIP 23 N., RANGE 05 E., W.M. CB #10096 CB #10097
RIM
LG WSDOT 2 RIMOX 14 112 CPP CIE 306.71 (W)
RIGHT OF WAY PLANS „
LOT LINE EX FENCE CITY OF RENTON, KING COUNTY, WASHINGTON 18" CPP IE 306.07 (NW) 18" CPP IE 306.41 (SE)
1 E (TYP) (TYP)24" DI IE 305.92 (E)
■ �h�' o1a UNIPER HEDGE
EX DITCH PROPOSED DRAINAGE � LF 18 LCPE (PUBLIC) ;
■ S:END 3' GATE ; `p 6.68 IE = 315.78 (24" N) LINE (TYP) SWALE (TYP) ��� INLET
3' CLFNC SAWCUT L _
EL = 306.97�18" S)- - - - - - - - -
EXRW -
l� _ EX WATER
W I OVERHEAD ■ I. ® 5.10% POWER TYP .
( ) EX CENTERLINE OF R W. N
W ■ POWER TYP o ' - 00 0
1 oLINE o I
. SAWCUT . L 132ND AVE SE
■ _ o .......i. X
(TYP) oo w
W1
Z ■ MAILBOX TO BE L M ~' `P 1
- 1 RELOCATED
------------------------------------------- -EX-
J ------------- ------------------------------------------ ------------------------------------------- - ------
EOA
U ■ \ ; X DRIVEWAY _ . .....
36" SPU WATER MAIN
HI
■
EX DITN''LI�� ... .
Q --.-.......
El EX �W .: •
�1---+- �' ............ ... I. ..................
-.
CULV 12"CONC
EX DITCH
� I CULV 12"GONG �p _ _ �'•�.............7 ........................................
1 POWER POLE IE = 334.99' IE = 333.43' LOT LINE LINE (TYP) LOT TMP
......................................... .. .
CULV 12"CMP EX DITCH
IE = 306.65' LINE (TYP)
340
335
330
325
320
310
I� i��i��Ti��T�'��• 4
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A
COPY OF THE APPROVED CONSTRUCTION
DRAWINGS PREPARED BY BARGHAUSEN
CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE
INFORMATION PROVIDED ON THESE RECORD
DRAWINGS IS A COMBINATION OF FIELD
SURVEYED INFORMATION AND DOCUMENTED
FIELD REVISIONS.
I
I
FOUND PUNCHMARK IN BRASS PIN IN
3"X3" CONCRETE MONUMENT IN CASE
I 0.7' BELOW GRADE
„7/20/2017
o II 61 LF 18" Existing Pipe EX
11 0 1 08% OVERHEAD
EX PION 1 POWER (TYP)
OVERHEAD II
POWER (TYP) _
-----------------------------------= 11 ; o
I1 P�oH a / LOT LINE
------------- II I' (TYP)
...... ... o .y!� ui---
-------- (f� -
/ II ORIGINAL
1 GROUNDLINE�-�_
..
..
II
��
CULV 15"CMP I
I I
II
EX CBr10095
IE 305.22 ' I
10094
II
STA:
43+59.85, 38.04' RT
CB I
W/ TRASH RACK
II
RIM
= 310.06
RIM 309.87 II
/S I
I I
IE =
305.26 (18" W)
15" CMP IE 305.12 & E) I
II
IE =
304.76 (18" E)
If
I I a-
II
1�rn
l
/ IfMNTAL
/ �� III
III- ®
/ I I EX 9DM-IIr10092
SDMH #1009 If II II -' I STA: 43+49.06, 118.32' RT
=312.10
RIM 311.01 II "
If IE = 303.80 (18 W)
15" CMP IE 303.81 �W) II II IE = 303.35 (24" S)
24" CMP IE 303.76 (N) II
/ IE = 303.35 (24" N)
II II
/ _ _ _ _ _ 52 LF 240' EX SD
/ _ - _ - _®2 159;
/ SDMH #10092 ULV 24"CN
// 1R8" CPP 110E 303.80 (W) IE = 302.2
24" CMP IE 303.35 (N
& S)
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CAL
5v
THE CITY OF RENTON STORM SYSTEM ENDS
AT CB#35 AND THE KING COUNTY STORM
SYSTEM BEGINS. WORK WILL BE PERMITTED
BY THE COUNTY AND IS SHOWN FOR
REFERENCE ONLY.
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OUTLET
SOUD uQ
'�ROPOSED
GRADE
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RIM
309-0.7
IE
1306.07
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41+00
BENCHMARK
FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 I RECORD DRAWINGS AS BUILT
NO.
REVISION
42+00
TJS 1/12/22 BJT SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BY DATE APPR APPROVED:
BIT
!RlL1.1]
SCAM PLAN: 1 "=20' VERMCAL: NAVD 19W
PROF: H 1 "=20' HORIZONTAL NAD 1983/1991
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
44+00
CITY OF
RENTON
Planning/Building/Public Works Dept.
5'
OVER EXCAVATE TO ----
ACCOMMODATE
RIPRAP 2'
MIN.
PROPOSED
DRAINAGE SWALE
\
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---
i-r
_ �LI I
I
LL
SITE PLAN KEY MAP
NTS
7.5' MIN.
KEYNOTE:
SPOT ELEVATION AT
O BACK OF WALK, CENTER
OF DRIVEWAY.
CONNECT WALL DRAIN
TO STORM LINE.
VARIES
DITCH IS LOCATED
AT TOE OF FILL
NOTES:
1. RIPRAP SHALL BE REASONABLY WELL
GRADED AS FOLLOWS:
MAX STONE SIZE 12"
MEDIAN STONE SIZE 16"
MIN STONE SIZE 4"
2. SEE 2016 KING COUNTY ROAD DESIGN
AND CONSTRUCTION STANDARDS SPEC 7.02
NOT TO SCALE
KEYNOTE:
QCONTRACTOR SHALL POTHOLE EXISTING
UTILITIES PRIOR TO CONSTRUCTION AND
VERIFY EXACT ELEVATION. CONTACT
ENGINEER IF CONFLICT EXISTS.
P
315
M
{ �y
C11
O SPECIAL NOTE:
1. THE 36" MERCER ISLAND WATER MAIN (SPU) WAS
POTHOLED ON MARCH 6TH, 2020. HORIZONTAL
AND VERTICAL LOCATIONS WERE TRANSCRIBED
BASED ON CONTRACTOR NOTES ONTO THIS PLAN
SET. PRIOR TO CONSTRUCTION CONTRACTOR SHALL
POTHOLE AND VERIFY THE EXACT LOCATION AT ALL
UTILITY CROSSINGS AND/OR WORKING ADJACENT TO
THE SPU MAIN. CONTACT ENGINEER IF CONFLICT
EXISTS.
2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL
BE PRESENT AT ALL TIMES DURING POTHOLING.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. PERFORATED STUB -OUT CONNECTION SHALL
BE INSTALLED ON EACH LOT AT TIME OF
HOUSE CONSTRUCTION PER DETAIL ON SHT
41.
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER
OF GRATE. NOT CENTER OF STRUCTURE.
PER KCRS STD DETAIL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE
ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m
FOREST TERRACE PLAT �8001' F--0
PULTE GROUP, INC DRAWING NO: w
3535 FACTORIA BLVD S.E., #600 oc W
BELLEVUE, WA 98006 SHEET: 25 oF' 89 CDU