HomeMy WebLinkAboutD-403007CM
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16" WATER
CITY OF RENTON -LIGHT I
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12"WATER
12" STORM
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18" STORM a
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/ FACILITY ID: 136691�
/ EX 48" CATCH BASIN TYPE II
/ STA:0+00.00 \
/ RIM:231.97
IE: 222.87-EX 12" (N) /
IE: 222.57-EX 24" (W)'
/ IE: 222.77 24" (E)
FIRE HYDRANT
NEW 52 LF 24" POLYPRO @ 11.16%
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I I N N I �I
I I I CITY OF �I
I I I I RENTON ROW
PLAN VIEW - PIPE 125752
CENTER OF STRUCTURE
N: 185,560.53
E: 1,304,790.59
235
230
CITY OF RENTON-LIGHT-
STA: 0+05.00
ELEV: NOT LOCATED
12" WATER-
STA: 0+10.77
ELEV: NOT LOCATED
225
220
215
80
Feet
FACILITY ID: 136691
EX 48" CATCH BASIN TYPE II
STA:0+00.00
RIM: 231..97 232.12
IE:222.87 EX 12" (N) 222.64
IE: 222.87 EX 24" (W) 222.08
IE:-22-2-77-24" (E) 222.03
I I I N
C� N I N N 1 i N N `I, 1. I I \ \ '�
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I / / REN1
RECORD
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12" STORM
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iiI / FACILITY ID: 136825
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IIII / EX CATCH BASIN TYPE I
II STA:0+52.32
S,EE
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I I I I I RIM: 232.16
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DATIN
PROFI
E BELOW
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I I II I I I IE: 228.61 24" (W)
ON
HIS SHEE
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I II I IE: 228.96-EX 12" (E)
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FACILITY ID: 136825
EX CATCH BASIN TYPE I
STA:0+52.32
RIM: 232.16 231.68
IE:z`z28..61 24" (W) 227.53
IE: 228.96 EX 12" (E) 228.35
235
• • A .
�"
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111
11
0+00 0+50
PROFILE VIEW - PIPE 125752
1 "=20' HORIZONTAL 1 "=4' VERTICAL
Know what's below.
Gall before you dig.
/-PSE-POWER
STA: 0+55.32
ELEV: NOT LOCATED
230
225
a5 LF
14-164; 11.01%
-8" SEWER
STA: 0+33.82
ELEV: 223.13
220
215
I II \ \ \
F-I
\ /
CENTER OF STRUCTURE
N: 185,559.98
E:1,304,839.53 KEY NOTES
NOTE: DURING DESIGN INVESTIGATION AND
LOCATES PSE EITHER DID NOT COME OUT
OR DID NOT LOCATE A GAS LINE. THE CITY
OF RENTON BELIEVES A GAS LINE MAY BE
PRESENT AND IF FOUND THE GAS LINE
SHALL BE PRESERVED AND PROTECTED.
DRAW1\ \ \ \CID
1� CONNECT EXISTING STORM UTILITY TO NEW STRUCTURE.
�2CONNECT NEW STORM UTILITY TO EXISTING STRUCTURES.
ElRECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD
PLAN 204.20
ElROUND FRAME AND COVER PER CITY OF RENTON STANDARD
PLAN 204.50
SEE SHEET C200 FOR ADDITIONAL ABANDONMENT DETAILS ❑5
PROVIDE NEW FIRE HYDRANT AND SPOOL TO EXISTING FIRE
HYDRANT VALVE PER CITY OF RENTON STANDARD PLAN 310.1
�7 APPROXIMATE SAWCUT LIMITS.
THIS AS -BUILT SURVEY WAS CONDUCTED ON NOVEMBER 5, 2024 BY AMERICAN
SURVEYING & ENVIRONMENTAL, LLC. THE INFORMATION MEASURED AND SHOWN
HEREON WAS BASED UPON CITY OF RENTON CONTROL POINT ID 0057. THIS POINT
IS LOCATED AT THE INTERSECTION OF EDMONDS AVE NE & NE 12TH STREET.
ELEVATION: 326.43 FEET NAVD 1988
N: 186,452.8661
E: 1,306,160.3954
NAD 89/91
NO.
REVISION
1 \
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\ � o � N
\\ �•--- O N N I Q
\ CITY OF RENTON - LIGHT N I 1
\\ 12" STORM
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N
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10" SEWER
�\ �1 12" WATER I \\ I
NEW 52 LF 24" POLYPRO @ 12.54%
CB#1 I I ;EEAS-CONSTRUCTED
c o I NEW 48" CATCH BASIN TYPE II RTA IN PROFILE BELC W
N / STA:1+00.00 ) T IS SHEET
\ I / RIM: 211.58 I
�"zo- I / IE: 199.08 24" (E) 7
IE: 199.06-EX 24" (SW)
\ - IE: 206.88-EX 12" (SE)
1*0
.00
I \ ❑ 0+95 -- r-`r---
\ 6 FIRE HYDRANT
I, 10" WATER 1 12" STOR1.
M
\ AEXISTING TREE I 7
�1 24" CMP STORM
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0
4" SEWER FORCE MAIN 12 WATER
CITY OF
\ \ \ RENTON ROW
N
PLAN VIEW - PIPE 125875
l
CENTER OF STRUCTURE
N: 185,102.10
E: 1,304,779.38
215
210
CITY OF RENTON-LIGHT-
STA: 1 +05.00
ELEV: NOT LOCATED
12" WATERS
STA: 1 +17.00
ELEV: NOT LOCATED 205
12" STORM-
STA: 1 +11.70
ELEV: 204.73
200
80
Feet
CB#1 El
NEW 48" CATCH BASIN TYPE II
STA:1 +00.00
RIM: 211.58- 212.92
IE: 199.98 24" (E) 201.46
IE: 199.96-EX 24" (SW) 201.31
IE: 206.88-EX 12" (SE) 206.29
APPROXIMATE
GRADE
NEW 52 EF 51.6
24" POLYP O @
APPROXIMATE
GRADE
195
CO 00 17 N
00
N N
N N
C
N NC N N
N N
1+00
1+50
PROFILE
VIEW -
PIPE 125875
1 "=20' HORIZONTAL 1 "=4' VERTICAL
SURVEYED:
SCALE:
DESIGNED:
JMM
DRAWN:
JMM
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
CENTER OF STRUCTURE
N: 185,108.69
CB#2 E: 1,304,830.58
NEW CATCH BASIN TYPE I
STA:1 +51.99
RIM: 213-6E) 214.12
IE: 265.66 24" (W) 204.82
IE: 286.30-EX 12" N 205.78
IE: 205. 89-EX 18" S 205.38
215
LUMEN-COMM
STA: 1 +48.99
210 ELEV: NOT LOCATED
10" SEWER
STA: 1 +40.50
ELEV: 208.10
205
6.51 %
200
1I ��
�3
I II CITY OF \
RENTON ROW \ I
\ I
12" CONIC STORM 1 \ I
/.
LUMEN - COMM
It / /
CITY OF 1 I \
RENTON ROW
I CB#2 \
\ NEW CATCH BASIN TYPE I \
\ STA:1 +51.99 \
\ RIM: 213.00 \
\ IE: 205.60 24" (W)
\ IE: 206.30-EX 12" (N)
1+57 IE: 205.80-EX 18" (S) \
I
WATER METER I
' �► 3/4" WATER
18" CONIC STORM
SEWER MANHOLE
10" SEWER
\
STORM DRAINAGE NOTES
1. ALL IMPROVEMENTS SHALL FOLLOW CITY OF RENTON CITY
STANDARDS.
2. POLYPROPYLENE PIPE SHALL BE INSTALLED PER MANUFACTURERS
REQUIREMENTS.
3. ALIGNMENT OF NEW SYSTEM FOLLOWS ALIGNMENT OF EXISTING
SYSTEM. STATIONS SHOWN ARE FOR DESIGN PURPOSE ONLY.
CONTRACTOR TO VERIFY LOCATIONS OF NEW MANHOLES WITH
ENGINEER PRIOR TO CONSTRUCTION.
4. CONSTRUCTION OF NEW STORM SYSTEM WILL IMPACT EXISTING SITE
FEATURES INCLUDING BUT NOT LIMITED TO SIDEWALKS, CURB AND
GUTTER, CONCRETE DRIVEWAY, HMA DRIVEWAY, ETC. ALL EXISTING
SITE FEATURES SHALL BE REPLACED TO MATCH EXISTING SITE
FEATURES PER CITY OF RENTON STANDARD PLANS UNLESS
OTHERWISE NOTED.
4.1. COR STANDRAD PLAN 101 & 103: CEMENT CONCRETE TRAFFIC
CURB AND GUTTER
4.2. COR STANDARD PLAN 102: CEMENT CONCRETE SIDEWALK
5. CONTRACTOR SHALL MAINTRAIN ONE LANE OF TRAFFIC AT ALL TIMES
DURING CONSTRUCTION.
NOTE: DURING DESIGN INVESTIGATION AND
LOCATES PSE EITHER DID NOT COME OUT
OR DID NOT LOCATE A GAS LINE. THE CITY
OF RENTON BELIEVES A GAS LINE MAY BE
PRESENT AND IF FOUND THE GAS LINE
SHALL BE PRESERVED AND PROTECTED.
195
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
D-403007
ABERDEEN AVE NE STORM
IMPROVEMENT PROJECT
STORM DRAINAGE PLAN
7/20/2023
DATE
07/01/2023
FIELDB00K:
PAGE:
DRAWING NO:
C
SHEET- OF.
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