HomeMy WebLinkAboutSW 79th RFI # 7 I
0-00 - -- -- -- --
14
PROPOSED
OUT OF MH
IIII LF CO RD '
Q z 0 ® S=2%MIN. I
STMMH1-3 0 I
— ——
STA. 3+25.75, STM-1 I r 13
STREET STA. 10+28.59, 12.83' LT 1
1
STM-1 "
12"x6" TEE
mi
1— STA. 2+87
I 27LF 6ORD
NOTE: ANALYSIS SHOWS N ® S=2% MIN.
RELOCATED CB 1-5 NOT ¢ I ' :n H—
NEEDED. J 12"x6" TEE
M STA. 2+652
® 27 LF 6"0 RD -STM CI 1-3
DELETE — S=2% MIN. STREET STA. 0+47.31, 15.00' LT
STM CI 1-5 p ,\ RIM: 175.52
J
E. OUT 172.19
PC,STA. 11+03.68, 20'LT' 11-00gmI „. SUMP: 170.69
EL. 175.50,GUT 26.61 LF 12"0 STM @ S=3.12% _
zI aV�\ �POP
m
EL. 175.45 GUTTER I
EL.175.40 GUTTER
0
0
cp � + I — — -
04
STM MH4 z
<STA. 2+08.8.41, STM-1STREET STA. 11+45.94, 12.83' LT Ali - __ __
,
0 30 ' 60 ���c, 13ROFF
SCALE: 1„= 30' AMENDED ,►/� • 712� t) ;` e
JINX kips�r�l
REASON FOR CHANGE:
FINAL APPROVED PLANSRFI # /°'
SHOW NO NEED FOR THIS CN D. GO\p
CATCH BASIN AT THE END •
OF THE STORM LINE. EXPIRES: 06/30/2021
RELOCATE CB 1-5 SIGNATURE DATE: 05/31/2020
2016-181 REMOVE CATCH BASIN FROM NORTH END OF SW 79TH AVE.
"T'1-zeta. 11 c BROOKSIDE
ENGINEERING - SURVEYING - PLANNING 15570 SW 79th Avenue
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Lake Oswego,Oregon 97035 email: thetaeng@comcast.net