HomeMy WebLinkAboutD-430103T
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10"DEC
I I CB RIM=171.82
\ \ IE 15" CMP (SW)=168.07 7882900060
I IE 15" CMP (NE)=168.12
\ \\IE 6" PVC (SE)=168.07 / 7882900070
/ SDMH RIM=180.28
IE 24" CMP (N)=172.18
\ \ IE RESTRICTED 12" CONIC (S)=171
\\ �2 TOP OF RESTRICTOR=177.03
SDMHRIM=179.99
\ IE 12" CONIC (N)=172.19
\ FND T/L IE 12" PVC (S)=172.19
c(I wqC \ (6)6- IE 12" CMP (E)=171.89
k c /
/
W oo y CB RIM=172.27 \ w CB RIM=181.62 / Y \ IE 12" RlV \ y IE 12" CMP (E)=178.42
IE 8"DI (NE)=167.57
. CMP (N)=166.17 � ^� � � C IE 12" CMP (S)=178.72
/ \
DEMOLITION NOTES
1. THE WORK UNDER THE CONTRACT INCLUDES ALL CLEARING NECESSARY TO COMPLETE ALL
WORK ASSOCIATED WITH THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY
REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT
WORK. CLEARING, GRUBBING, AND DEMOLITION WORK SHALL BE INCIDENTAL TO THE PROJECT.
2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED MATERIALS FROM
THE SITE UNLESS OTHERWISE NOTED.
3. SEE SHEET C101 FOR ESC NOTES.
IE 15" CMP (NE)=166.72 I I / v w o c
IE 18" CMP cS>=163.22 / ; ~�� DEMOLITION, CLEARING, & TESC LEGEND
CB RIM=172.07 c+ / ^ /
o SEE NOTES ON SHEET C101 UNLESS OTHERWISE NOTED BELOW.
IE 8" DI (SW)=169.62 I �' • 3 �, /V / I w \ % `\ m PROPERTY LINE
O / I
I 3 C q� / I I % S 7 \ \ \ RIGHT OF WAY LINE
w3ra*_nn�-l
I�� �fCc APPROX LIMITS OF WORK
/
I \\ I I \ \\ \\ w /
INLET PROTECTION, SEE COR STD. PLAN 216.30
\ \\\15' UTILITY EASEMENT EXISTING TREE TO REMAIN WITH APPROX. CRITICAL ROOT ZONE
/ \ 3926600010 \ cp
\SSCO
I 1 \ \
I \ APPROX. SAWCUT LIMIT
\ I I 2 3\ APPROXIMATE ASPHALT REMOVAL AS NECESSARY,
4 iij - ��vqY 6�' SAWCUT EDGES AS REQ'D
IE 12"PEP--181 27 NOTE: PROTECT EX PAVING THAT IS TO REMAIN)
CB RIM=169.92 I cp
"
IE 12- CMP (NE)=164.42 I ji� ,� -`SSMH RIM=178.94 IE 12 APPROXIMATE CONCRETE PAVING/SIDEWALK
IE 18"i CMP (N)=161.92 I N \ -� , j/� ��i IE CL CHAN. REMOVAL AS NECESSARY,
IE 18" CMP (S)=161.72 / G� \\ j j / / �i 8 PVC (NW-NE-SE)=169.74 SAWCUT EDGES AS REQ'D, SIDEWALK REMOVAL TO NEAREST JOINT
PROTECT EX CONC PAVING/SIDEWALK THAT IS TO REMAIN)
APPROXIMATE CURB REMOVAL AS NECESSARY,
SAWCUT EDGES AS REQ'D
NOTE: PROTECT EX CURB THAT IS TO REMAIN)
\ SDMH RIM=160.89
IE 36" CMP (NE)=154.94 \ 16" D
IE 36" CMP (SW)=154.94 •d \ /" �/
\ RESTRICTED 12" CMP (S)=154.84 \ / �h, / / / 7471900043
TOP OF RESTRICTOR=158.09 - / /1"v / //
\ '�, %/j%/ CB TYPE II RIM=175.90
-\ CB RIM=160.65 , _ , IE ,2� PVC (NE)=171.65 / DEMOLITION KEY NOTES
IE 8" \PVC (SE)=155.65 3926600060 1Nc P-� �i /� j / / / /, IE 12 CMP (SW) 171.50
CONC ONC GATE
co POST \\ � / / \ -_ \�� /fir / /i/ 1 ABANDON EXISTING STORM STRUCTURE AND PLUG ALL EXISTING PIPES PER
SSMH RIM=160.1\ \ r ASSUMED LOCATION FROM / \ / ///�� / / / / \ ❑ SPECIAL PROVISIONS 7-05.3(2). RESTORE EXISTING SURFACE IN KIND.
❑ \/ STRUCTURES IN AREA
IE CL CH N.� - \ IE 12" SDMH RIM=162.69 CMP (N)=155.04 NO LOCATE PAINT
s VC (NW-N�-15�.8, IE 36" CMP (SE)=131.69 5 > /c D// PRESERVE AND PROTECT EXISTING STORM STRUCTURE. NOTE THAT THE
GG r (�) "•/ EXISTING STRUCTURE MAY BE BRICK AND MAY HAVE A NON-STANDARD
\\ \ IE 36" CMP (SW)=131.69 0 // / 2
so IE 36" CMP (S)=127.69 b� \ / I I / / ❑ KNOCKOUT. AVOID DAMAGE TO EXISTING KNOCKOUTS WHEN REMOVING
EXISTING PIPES.
\ , / �P / IE 12 CONC=167.04 ❑3 PRESERVE AND PROTECT EXISTING UTILITY.
\ il, WATER VALVE O
CB RIM=158.69 \j \ OHO
" \� FILLED w/ DIRT & H2O
IE 12 CMP (NW)=154.84 yo 9\ \ \ �ti0 HARD BOTTOM=155.93'
IE 2 PVC (S)=157.94
\IE 12" CMP (NE)=154.79 ��\ 9\ \\ \ \ \ o . ` .�: \ ❑ PLUG EXISTING 18-INCH EXTENDING SOUTH WITH CONCRETE.
4 \ 3 \ / � � � - �� \ IE 12" CONC=165.88\ .
/ \��� \\\❑ ,. �Q�`yam \� ABANDON EXISTING STORM PIPE AND FILL WITH CDF PER SPECIAL PROVISION
6 � � �\ �/ , � CULVERT 7471900045
IE 12" CMP=164.58'
SG 1Q� 2 CULVERT CUT AND CAP EXISTING STORM DRAIN PIPE.
2 � /
IE 12" CMP=163.09'
CB RIM=158.14
IE 18" CMP (N)=153.44 ,j�2 / / ❑ DECOMMISSION AND ABANDON EXISTING HYDRANT AND WATER VALVE.
`O IE 12" DI (E)=153.94 i% /, NO PARKING \
/tr \ IE 18" CMP (W)=153.19 �
7471900005
REMOVE EXISTING CATCH BASIN.
CULVERT
CB
3 RIM=15869 Ilk IE 12" CMP=158.17' / .•
\ \
.�
IE 12" CMP (E)=155.69 A Bpi,
Q IE 12" CMP (W)=155.64 Z 4\ , WAskr�
/ BUS STOP �� 46 76 �<)
ss GISTE�
3 / 7471900015 / I�NAL LAND
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RECORD DRAWING
SSMH RIM=158.07
RECORD DRAWING: THE INFORMATION ON THIS
IE CL H=151.12 / / 0 20 40 80 DRAWING INDICATES CHANGES MADE TO THE
8" PVC
(NW -NE -SE ) CONSTRUCTION DOCUMENTS BASED UPON
Feet UTILITY AS -BUILT SURVEY PERFORMED BY BBA
\ \ / LAND SURVEYING, DATED 11/11/25, AND Call 48 Hours
TRANSFERRED TO THE REPRODUCIBLE DRAWINGS
Q \ BY THE ENGINEER Before You Dig
C�_
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1-800-424-5555 or 811
Y D-430103 UNDERGROUND SERVICE
0
5 SURVEYED: SCALE: COR PROJECT NO:
�� 1 ES PACE, PMx HOR:1"-xxx' OAKESDALE AVE SOUTHWEST swP-2�-4301
17 pr IVA t��� DESIGNED: VERT: 1 =XXXCITY OF RENTON
DATE
�� cJ '* STORM SYSTEM PROJECT
c ✓ ONE INCH J U N E 2025
21 DRAWN: P ublic W orks D epartm ent D
AT FULL SCALE IF •
ci NOT ONE INCHDRAWING NO:
SCALE ACCORDINGLY �DOCUMENT
.r tiir�z` 1 CHECKED: JF DATUM: C
200
�SIONAL VERTICAL: NAVD 19ss SITE PREPERATION PLAN
z NO. REVISION DESCRIPTION BY DATE APPR PROJMGR: HORIZONTAL: NAD 1983/1991 SHEET N0: OF:
06-17-2025 CJ, JF 3 5