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CURB/GUTTER
CBCB 2C
1+285; 1992 RT
TOP=353 67
INV=34970 (8"IN-E)
INV -349.60 (12"OUT-S)
INV -349 80(6"IN-SW)
6" FIRE 'CUT -IN' CONNECTION TO EX WTI
PER C.O.E.#E7.16.1 SEE DETAIL SHT C7
-2EA 8" MJXMJ D.I. LONG BODY
fL'-Wl
-2EA B" 1P->ER66T'-W-'�
-2EA 3'MIN.MAIN SECTIONS �—
�tEA 8"X6" ELXFL TEE
rI 4 yv OlxpEA;NEEDED 11 'rnV
OFSTRE CH PAVEMENT REPAIRS
(TYP.) 110'_, 2" PVC ® 3.189"
TO FIELEER STORM CONNECTION ON
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AT EX. COLD JOINT REPLACE
5' CONC. SIDEWALK PER C.O.E. Y `
STD DETAIL E2.13. SEE SHT C6
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OF TRENCH
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15' SERVICE ACCESS
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F-80.10-01 TYPE 3
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_
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YELLOW
EITH SIDE.
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EX. CURB/GEPLAUITER ALONG
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1; `
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2+57.09; 20'RT
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APPROACHES.
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IN
'
REPLACE EX. CURB. GUTTER. &
SIDEWALK TO C.O.E.$E2.8 &
E2.13. SEE ST C6 AND SEE
H
TYP. ROAD SECTION A -A ON
SHT C3
gPPLiCANT TO COORDINATE
BUS STOP RELOCATION WITH—
COMMUNITY TRANSIT. SETH'S
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CONSTRUCTION NOTE
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NEEDED TO SHOW YELLOW No
20• _'`.�.-- 20
PARKING'.
a I,
K
TRIPE AS NEEDED IN
OFSTRENCH PAVEMENT R PRAIRS
(TYP.)
CBCB 2C
1+285; 1992 RT
TOP=353 67
INV=34970 (8"IN-E)
INV -349.60 (12"OUT-S)
INV -349 80(6"IN-SW)
6" FIRE 'CUT -IN' CONNECTION TO EX WTI
PER C.O.E.#E7.16.1 SEE DETAIL SHT C7
-2EA 8" MJXMJ D.I. LONG BODY
fL'-Wl
-2EA B" 1P->ER66T'-W-'�
-2EA 3'MIN.MAIN SECTIONS �—
�tEA 8"X6" ELXFL TEE
rI 4 yv OlxpEA;NEEDED 11 'rnV
OFSTRE CH PAVEMENT REPAIRS
(TYP.) 110'_, 2" PVC ® 3.189"
TO FIELEER STORM CONNECTION ON
B
C
N01.ON1'-4SVM ',11NFOO HSIWOHONS
SGNOWQ3 30 ,1110
WM '
vino 0 `J S bIG3dOl-I 80 �i-3i add N N
HS
NV�cd 1N3W3AOHdWI 30ViN0H-J 'M '3AV GNZL
s�
4
Fy+
e S 9
JOINT REPLACE >`
GUTTER PER
E28. SEE STT C6 £
,LL COORDINATE WITH
'RIOR TO SETTING l'
AT EX. COLD JOINT REPLACE
5' CONC. SIDEWALK PER C.O.E. Y `
STD DETAIL E2.13. SEE SHT C6
APPROX SAWUUl
AREA (TYP{)'R 60-E .3. `SEE SRL Gfii 20 _
L MATCH LINE -T .._.� /I
INSTALL NEW CB IN
EX. PIPE FLOW LINE
TOP=351.0
INV=346.10
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NV=34600 (12"OUT-W)`
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TOP=351.0
INV=346.10
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l
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IF DAMAGED DURING GON6TRUCTION REPLACE EX.
CUR8 RAMP TO ADA SIDS PER WSOOT F -40.15-1
1'IRRIG METER W/OCVA
PER C9E1�76 & 7.7
SEE SHT C7
C/ 'REPLACE
V
SEE SHT C5
EX. CURB/GEPLAUITER ALONG
'STORM EX'ENSION. REPLACE ANY
'DAMAGED SIDEWALK OR AS NEEDED
' 2"DOM. WM& WS PER
IN
1; `
TO CONSTRUCT CURBING_
,C.O.E#7.6'1 & RPBA
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II °
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INSTALL NEW CB IN
EX. PIPE FLOW LINE
TOP=351.0
INV=346.10
INV=346.10 (12"IN-W)"
NV=34600 (12"OUT-W)`
CONNECTION.RTOO XESYSTEMIFY