HomeMy WebLinkAboutR-373720STORM DRAINAGE UTILITY PLAN
LEGEND
ED SAN TARY SEWER
CITY OF RENTON
PROPOSED ASPHALT PAVEMENT
D
PROPOSED CONCRETE PAVEMENT
Date:
EXISTING CONCRETE CURB
Date:
NEW CONCRETE CURB
Date:
NEW CONIC. SWALE
EX. U/G POWER
--- P(PM)
EX. TELEPHONE
--T
EXISTING STORM PIPE
SD
EXISTING SANITARY SEWER PIPE
SS
EXISTING WATER LINE
-------- W(PM)----
PROPO
_ 5 I
\ \\ \\\\ PUBLIC UTILITIES - \\ 4r .. \ 1 \; %\ I IY�' \\ PROPOSED SEWER MANHOLE 0
EASEMENT TO CITY 0� \ / ,?'\ /� \ l
RENTON PER REG. N0.
9510090750 \ _ /// �/ / \\\ PROPOSED STORM DRAINAGE
�j $DMH -A \ S� EXCEPTION #13) \/� \ �' / \\ -
S H A
\ RIM 27.88 PROPOSED TYPE 1L CATCH BASIN
RIM = 25.23 \ CB -E -
8" 18.5g� / ✓� / - ,�'.
8" ADS NE = 22.07 �•• pVC E� 1856 \ \ \ 15'x15' SAMTARY SEWER 1 / ° ro U \ PROPOSED TYPE 2-48" CATCH BASIN
8" ADS SE = 22.12 _ / \ / EASEMENT TO Cltt OF RENT\,,,: /� .-,: Y• \\ \ \
8' PVC ESE- 18.51 EX. CB
8" CONIC S = 21.23 10"� CONIC W �-1819 �j� PER REG. NO. 970811701 -„` • RIM = 28.28
10" GONG N = 21.60 \ �\/ (EXCEPTION y14) /,.;;=
6" GONG 5=27.03 // "°��- - PAVEMENT SWALE
15"t CONIC W = 20.88 / � PUBLIC UTILITIES / --E'==' = % ". "' UTILITY CROSSING USE CAUTION r, "
- a RI = 29.15 CROSSING/
USE
TO MEASURE) + \ / \ \ EASEMENT TO CITY OF / /,, '- -% Bgy, �? ,�„ ONC S = 26.77
NEW IE=20.98 (12" E)�� S / Q / .. ,:%` -'" RENTON PER EC. N % �� " NC W = .75
::°,,'
51009074 R 0 -;:;E=' ... c.,r;,
•```` 3 BT _
4 (EXCEPTION / /.: r� " G' N = 6.40 \
N sfiasro3w "\ UTILITY CROSSINGS
s -a" [` / / / ,A,•,I \ \ EXISTING POWER
�01/ / Q'• ' \ L! / ) / // . :-' �% -,.l\° \- \\ a VAULT O T/P 8" SS= 18.51
``\ n ¢� y %-</ l / /``, j'-° \\y „` �:• IE 12" SD=22.13
/yn / / / / �`� / / / / / / \� �•;, 4 •: T P 8" SS=21.49
/ \\/ 7 'o ';, d,-.=:>'' P � / /�j1j,I��/".,-"/° °1\• \ /: IE 12"SD=23.26
PUBLIC J "V 4 ,SAA
// \ c '''''' `3 `\•. -"` ' a i / // S. ?;' '� '-- EASE E UTILITIES -1
C. N0. \• \ P. \\ `r \ F3MAINTAIN 1.5• (MIN.) VERTICAL SEPARATION BETWEEN
\\U��UTILITIES (OUTSIDE TO OUTSIDE)
I\ / ,g.'' 20110811001003
�- T. (ExcEPnoN pn) ° ° ® PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT
CROSSING
STORM DRAINAGE CALLOUTS
q \
CB -H \rl /V;,- \ O ° O� _ £\ \ �j O CORE DRILL EXISTING MANHOLE FOR NEW PIPE
CONNECTION.
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G�TANG ENG\N�y
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CML ENGNUAW LAND PIAN"
SURVEYING, ENNRDNMENTAL SERVICES
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\° \ 90 ®® \ \ O 42 LF 12" SD ®0.5%
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\ , s.� 4 - 7371 00 0 0000000
q S N N N N N N N N N
�Ol S I \ \ T RIM C 0 1 \. \+\ \ o a o= N o M N n
l pJr \ CBj °•Q' �. "%' 29.04 OSDCB Nt, TYPE 2-48
W/SOLID LOCKING LID
(PER DETAIL SHT C9)
RIM=26.83 MATCH EX.
TIES a-- �CBSP. IE IN=21.37 (12" SE)
�,.: \\ IE OUT=21.28 (12" W)
RIM C/0 s ® 20110811001 03 18" N"C E = 24.81
%J ,,•%`/�e /�/- / / 1 \ 28.70 \ ®� \1 1 " (EXCEPTION A 7) i\ CU 1. N - .58 ®106 LF 12" SO ® 0.5%
6 CAUTION! ." •\ - �� •' CO C S = 25.28
EXISTING POWER AND tb CONaiW = 26.56
UTILITY �. 10 COMMUNICATIONS \ A, \\ O5 SDCB �2, TYPE 2-48"
CROSSING UTILITY VAULT 0 \ < 0� \ PER DETAIL ETTAILO SHIEET C9
RIM -27.84 MATCH EX
C ` 70, y � 4 \ IE=SE 21.91, NW 21.82 (12" SE.NW)
67 LF 12" SO 0 1.88%
C O7 SDCB#3, TYPE 2-48" W/SOLID LOCKING LID
PER DETAIL SHEET C9
PUBLIC EASEMENTTILITIES TO CITY OF o ON\ \ \ RIM C/0 FF �2a // _ \ ® \ \ EIM22975(12" NW, S) PROVIDE 12" T -SECTION ON OUTLET PIPE.
RENTON PER REG. N0. / y /pba't `- \/ �• \ / MOUNTED TO MANHOLE WITH SUPPORT BRACKETS PER CITY STDS.
(EXCEPTION #12) / J } 90gQ \\ �\\ / °•. Q,
�tio /\� / pp�.� �, \ IE=23.02 (6" E)
s g ® °i 0 8 128 LF 12" SD ® 0.5%
/ NE•LY 60 POWER LINE EASEMENT x l / . Q \ O
TO UNITED STATES OF AMERICAO`�°
/ C REG. N0, 3207080 RELINQUISHED i� s RIM C/0 " / \ O 6" SO CLEANOUT TO FINISH GRADE.
\ / / PER RED Nos. 715585 AND GCAUTION.
#2)
°\ c 1 4 1 SEE DETAIL 8/C7.
/ / q 705924 (EXCEPTION
°'s 1 \ C SSING . ` °0 ° °� r 10 6" PVC ® 1.07 MIN. FOR CONNECTION OF
ROOF DRAIN DOWNSPOUT COLLECTOR PIPES.
Tx13' FILTERRA UNIT PER DETAIL SHEET C9
/(� J FLOWLINE ELEV=27.15
IE OUT=23.65
\ ®� \�
\ ` � s 1 4" PVC 0 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO
s
C s
CB -J / \ s \-.. C NNECT TO 12 \ � a�1 \ \ STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN.
/ RIM = 26.29 \ STO MDRAIN
\\ 8" ADS W = 23\2 \ \ `1 \\ \ \ ^� P I)
1
\ SSMH-B \ -� \ \\ GENERAL NOTES:
RIM = 28.42 \ / \ \ " \ 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING
i
� 8" PVC NW 19.01 kE q
8" PVC S - 19.12 \E E >',C s \ - \ P / ``\� \\ UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
8" PVC E = 20.32 9 \0\A ` '^ \" \ A \\ REPORTED TO ENGINEER IMMEDIATELY.
(TO REMAIN, ADJUST RIM 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START
' TO NEW FINISH GRADE) \ \ \
OF CONSTRUCTION.
\eel �' N / 3. ALL PIPE MATERIALS, FITTINGS, ETC. SHALL BE FROM CITY OF RENTON
\ . \ ` - 01 �• N- "/ / a. APPROVED TYPES.
p1Q CONTRACTOR TO CONTACT VIC IBARRA (POTELCO/PSE) A u
q / 0 253-606-5084, 10 DAYS IN ADVANCE OF WORK TO
SCHEDULE POWER DISCONNECT IN EXISTING BUILDING / `,"�°)•
\ °� \ 1\ \�1 a AND FIELD MEETING FOR DIRECTION ON LOOPING NEW
\ q \ 1` a - \ ":,�•/ CONDUITS IN HANDHOLE. /A
y\ N,
� RIM - 28.53
F" our w - 7d 71
c
431 RAINIER AVENUE SOUTH c
RENTON. WA 98057
STOW DRAINAGE
V _
IVr11ry, W, L
FRED MEYER c
FUELING FACLIiY
Permit No. U13001730 =_
rowing No.: Q
7 c
M
C5 Of*
%}e: 12-';5-73 %aCJ
CITY OF RENTON
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
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Project /: 13245 Store /00459
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Designed By: CMT
d
Drown By: RDC
Checked By: JH
Dote: 9.7.2012
"
Scale: 120'
"-
a
Disk File:
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c
431 RAINIER AVENUE SOUTH c
RENTON. WA 98057
STOW DRAINAGE
V _
IVr11ry, W, L
FRED MEYER c
FUELING FACLIiY
Permit No. U13001730 =_
rowing No.: Q
7 c
M
C5 Of*
%}e: 12-';5-73 %aCJ
CITY OF RENTON
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
Approved by:
Date:
c
431 RAINIER AVENUE SOUTH c
RENTON. WA 98057
STOW DRAINAGE
V _
IVr11ry, W, L
FRED MEYER c
FUELING FACLIiY
Permit No. U13001730 =_
rowing No.: Q
7 c
M
C5 Of*
%}e: 12-';5-73 %aCJ