HomeMy WebLinkAboutD-430104T
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20.6 -23-LF12"SD@ i.6196 9.47X
6 3 F1 CB-1
N: 178428.28
E:1294513.17 �
1323049t 172.46 RIMA42.44 9 .11
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166.57 INV 11\146 .58 12" (EX)
166.54 INV OUT:16;z.1312"
N: 178409.77
E: 1294514.71/
17 "I M: "DEC 0
170.00 INV O li1`:i 6�9-Cr� i S
CB RIM=172.27
IE 12" CMP (N)=166.17
/ IE 8" DI (NE)=167.57
IE 15" CMP (NE)=166.72
IE 18" CMP (S)=163.22
/ CB RIM=172.07 N c+
IE 8" DI (SW)=169.62 \
I
/ EX-CB3 2
N:178422.60
' cEi
I��5r�2.48
IE
\ IE �"jj = i od.07 " 7882900060
8.1 68.12
IEIW't/F�J 7882900070
CB-3 / SDMH RIM=180.28
6"pEC N: 178388.86 4 IE 24" CMP (N)=172.18
\ IE RESTRICTED 12 CONIC (S)=171
E: 1294587.94 TOP OF RESTRICTOR=177.03
RIM,+�16.64• 176. / SDMH"RIM=179.99
\ \ ` INV IN:166.5i 18" 164.87 IE 12 CONIC(N)=172.19
IE 12" PVC (S)=172.19
cONd \ NV O16'S-� gN� 87 IE 12" CMP (E)=171.89
Wq�kw � F�
CB RIM=181.62
R/� \ IE 12" CMP (E)=178.42
EC ` IE 12" CMP (S)=178.72
/ -6-LF 12" SD @ 1+.-, 546 co�c v/ 106 j I I // / \ 1\\ �N,� T
• q I �`
12.4 23.63X \ <��q y l I I SAR y l
/ 4 CB-2 I - o I w \ \ �/ a'P4 /
N: 178411.66 \ I V) I I�\ _ \ F
FND PMX #1004 /
E: 1294522.23 1771 EX-CB4 \ oo I \ MAG NAIL /
172.43 RIM :3Fi.3ii- I 2 \ I I 3$ LF 12 0 \ /
T T N: 178333.05 I I I \s� \ \
165.9e IIff1N:�12r NW N E: 1294571.11 I I 18.5
/ \ 392660001 166.17 1 N V I N :i6�-4•;12' NE 175 88 RIM :3�-g8- / , \ CB-4 \ 4 ` \\sSCO
\ 167.07 INV INA&i +F 12"W 171168 INV IN:3�9.12'1 / N:'1 320.
165.57 INV OUT:166.8::18" SE 171�58 INV OUT: E:_1 .31
CB RIM=169.92 IE 12"PREP=181.27 /
IE 12" CMP (NE)=164.42 I / /- i 178.94 IE 12
\ IE 18" CMP (N)=161.92 I o I \ /� ~�
/ \ IE 18" CMP (S)=161.72 ( G� \• % %/ ///'i'' 8" PVC (NW-NE-SE)=169.74
\ / SDMH RIM=160.89
IE 36" CMP (NE)=154.94 \ 16"DEC \ / - �� / 8; �5,c
/ IE 36 CMP (SW)=154.94 d \ //
\ RESTRICTED 12" CMP (S)=154.84 \ i / j y // / / 7471900043
TOP OF RESTRICTOR=158.09
CB TYPE II RIM=175.90 /
�\ CB RIM=160.65 \ �A _ �, i /j / / / / IE 12" PVC (NE)=171.65
IE 8" PVC (SE)=155.65 3926600060 1.5'X1.5'X5' bU 00N��� P-� \ ` ��� /jib// // //,/ IE 12" CMP (SW)=171.50
\ CONC GATE POST`
ASSUMED LOCATION FROM
SSMH RIM=160.1\ \/ SDMH RIM=162.69 STRUCTURES IN AREA
IE CL CHAN•.1_1 - \ IE 12" CMP = 5 0 NO LOCATE PAINT $�2 \
s vc (NW-s�� 15�.>\ " s`)�LE 1, SHEET C30 \
� IE 36 CMP ) D�C • / / /
\ - IE 36" CMP (SW)=131.69
` SD ` IE 36" CMP (S)=127.69
/ I \
GR DI EN RGEMENT
STORM DRAINAGE NOTES
1. UNLESS OTHERWISE NOTED, ALL STORM PIPES SHALL BE POLYPROPYLENE PER SP 9-05.24 AND SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
2. CONTRACTOR TO VERIFY LOCATIONS OF NEW MANHOLES WITH ENGINEER PRIOR TO CONSTRUCTION.
3. ALL NEW MANHOLE RISERS SHALL BE ADJUSTED TO FINISHED GRADE PER CITY OF RENTON STANDARD
PLAN 106.
4. CEMENT CONCRETE SIDEWALKS SHALL BE REPLACED PER COR STANDARD PLAN 102: CEMENT CONCRETE
SIDEWALK.
5. CEMENT CONCRETE CURB AND GUTTER SHALL BE REPLACED PER COR STANDARD PLAN 101 & 103:
CEMENT CONCRETE TRAFFIC CURB AND GUTTER.
6. CONTRACTOR SHALL MAINTAIN LOCAL ACCESS AT ALL TIMES DURING CONSTRUCTION.
7. CONTRACTOR SHALL RESTORE ROAD GRADE, ROAD CROWN, SIDEWALK, CURB AND GUTTER TO MATCH
EXISTING ELEVATIONS. SURVEYING EXISTING ELEVATIONS FOR ADEQUATE RESTORATION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
UTILITY LEGEND
SEE NOTES ON SHEET C101 FOR GENERAL NOTES FOR EACH UTILITY.
EXISTING TYPE 1 CATCH BASIN - - PROPERTY LINE
RIGHT OF WAY LINE
O❑ EXISTING TYPE 2 CATCH BASIN
APPROXIMATE LIMITS OF WORK
NEW TYPE 1 CATCH BASIN PER
COR STANDARD PLAN 200.00 NEW STORM DRAIN PIPE WITH FLOW DIRECTION
❑■ NEW TYPE 1L CATCH BASIN PER 2" GRIND AND OVERLAY PER COR STD PLAN 110.2
COR STANDARD PLAN 200.10
NEW CEMENT CONCRETE SIDEWALK PER COR STD PLAN F007
O NEW TYPE 2 CATCH BASIN PER
COS STANDARD PLAN 201.00
LONGITUDINAL TRENCH PATCH PER COR STD PLAN 110.1
O EXISTING SANITARY SEWER MANHOLE
ASPHALT CONCRETE TRANSITION AREA
KEY NOTES
C302 , \ 3 N: 178 ;ONC=167.04 ❑1 CONNECT EXISTING STORM UTILITY TO NEW STRUCTURE.
� � i � iii� P� l \
\ 7, WATER VALVE
\ \ 1
CB RIM=158.69 \ \ E: \ ii• ��
� \ � Fl w/ DIRT & H2O � 1 � i• O i
IE 12" CMP (NW)=154.84 yo 9\ \ ` �ti0 HARD OTTOM=155.93' - RI 15 �� `�%;' CB-5 4 \ /
IE 2 PVC (S)=157.94 EX-CB5 \ \
\ IE 12" CMP (NE)=154.79 6 2 : 1781 \ \\ \ \ " 1515 \ N: 178264.31 ❑2 CONNECT NEW STORM PIPE TO EXISTING STRUCTURE.
\ \ $ \ \ -� T: 18 1 �'y \ E: 1294525.44 \
29 403. IE 12" CONC=165.88\�70.41 RIMA69.81
158.19 RI 163,19 INV I N :3f4.2g 18"
153.44 INV 18 ` ' ` \ ❑3 RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD PLAN 204.20.
\ �� \ �� /> �� ,� 163.1� INV OUT: 8 18 /
153.27 INV I N : 18 (EX) I \ �� �� ; CULVERT 7471900045
153.27 INV OUT: 18" (EX) ` IE 12' CMP=164.58'
� ❑ I CULVERT WAS''' � 4 ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50.
� � / / �
G�js \/ y 7�.�� � IE 12" CMP=163.09'
'ox CB RIM=158.14 Z$ /y�� o ,6 76 ❑ RECTANGULAR SOLID METAL COVER PER CITY OF RENTON STANDARD PLAN.
�� IE 18 CMP (N)=153.44 18 $D SQ / / NO PARKING / /
`O IE 12" DI (E)=153.94 _ \,� QIS T sg
\ IE 18 CMP (W)=153.19 7 i 7471900005 I��rAL L
RESTORE AREA AROUND INLET TO MATCH EXISTING CONDITIONS. THIS
CULVERT \ . / ❑ WORK SHALL BE DONE INCIDENTAL TO PIPE INSTALLATION.
I IE 12" CMP
158.04 / RECORD DRAWING
�� " CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON
POTHOLE g \ , 12" WATE PM BIN 158.6 ` FO ND 3 SURFACE BRASS RECORD DRAWING: THE INFORMATION ON THIS 7
' '`" 12 MP E:15 9 _CI OF RENTON BM" / DRAWING INDICATES CHANGES MADE TO THE ❑ STANDARD PLAN 101. SEE SHEET C302 FOR CURB RETURN TABLE.
b MAIN PRIOR TC3NSTRUCT101. 12 MP (W)= 5.6 - i \ co�TROL ID 1931
CONSTRUCTION DOCUMENTS BASED UPON
CONTACT ENGINEER I F I N CONFLICT , Q ��� �� / UTILITY
AND suRVEYiNG, DATED PERFORMED 1 /5, AND
BBA
\ 12 SD ` y$ _ \\j'9> Off, ` / TRANSFERRED TO THE REPRODUCIBLE DRAWINGS 181
ASPHALT TRANSITION AREA.
ti 1, &� S V BY THE ENGINEER
SEE PROFILE 2, SHEET C301 BUS STOP
CB-6 IF EXCAVATION OF CATCH BASIN IS EXPECTED TO BE WITHIN 5-FT RADIUS OF
5 / 7471900015 / POWER POLE, CONTACT SEATTLE CITY LIGHT TO ORDER POLE HOLD DURING
r N: 178177.52 EXCAVATION AND INSTALLATION.
i E: 1294436.03 e
159.79 RIMA59.g8
155.52 INV IN:+56.iS 18" ��`s`��2 H RIM=158.07 / 0 20 40 80
N INV I N :356.�18 12" �p ��� \�`��o�' �i E� CL CHAN.
156.22 Q o� S� oo, 8 PVC (NW-NE-SE)=151.12
155.49 INV OUT:iS&M 18" ooR•
o \ / Feet Call 48 Hours
\ Before You Dig
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Y D-430104 UNDERGROUND SERVICE
0
5 SURVEYED: SCALE: COR PROJECT NO:
PACE, PMx HOR:1" =XX OAKESDALE AVE SOUTHWEST swP-27-4301
pr IVA t��� DESIGNED: VERT: 1 =XXX � CITY
OF
RENTON
DATE
n �� cJ '* STORM SYSTEM PROJECT
c ✓ ONE INCH J U N E 2025
21 DRAWN: P ublic W orks D epartm ent BID
AT FULL SCALE IF •
NOT ONE INCHDRAWING NO:
SCALE ACCORDINGLY DOCUMENT
.r �tiir�z` 1 CHECKED: JF DATUM:
�> �w C300
�SIONAL EVERTICAL: NAVD 1988 IMPROVEMENTS PLAN
z NO. REVISION DESCRIPTION BY DATE APPR PROJMGR: HORIZONTAL: NAD 1983/1991 SHEET N0: OF:
06-17-2025 CJ, JF 4 5