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CURB FOR VEHICLE ACCESS.
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CONSTRUCTION AND RESTORE TO
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SS CURB, 30't �
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u ° ➢� °� I C 6 "SD oo REMOVE AND REBUILD-'CONC 16 +92, SEE SPEC SEC
C106 r MH 10 -11A s. CONSTRUCTION ZONE CURB AND GUTTER TO
/o� J STA 2 +97 �' TRENCH WIDTH LIMIT (TYP) 02510 (TYP)
or, F N 1 9270.76 c° PROTECT CONC CURB /
E 1 63469.46 Qot STA 13 +00 TO STA 14 +25
40' a SEE SPEC SEC 0251IO T
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s COORDINATES & BFMINGS ARE
BASED e�N W H1N0�0�FO
As Built
Drawing
See original file
copies for
submittal aid
approval
signatures, and
for engineer's
profess'
al seal
10
96
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132770'
ELEVATIONN 0 OR 100
UOSCkGS (IA uk 1 -C
192>i
1 DELETED CORR. TEST STA. & REF TO DIP OPTION DJB —L 0/9
No. w y� ss L)♦' REVISION BY APP'D DATE "`
s COORDINATES & BFMINGS ARE
BASED e�N W H1N0�0�FO
As Built
Drawing
See original file
copies for
submittal aid
approval
signatures, and
for engineer's
profess'
al seal
10
96
DESIGNED: -"-METRO DATE:
M -LT /DJB
• Municipality of Metropolitan Saatue OCT 95
DRAWN: CHECKED: SCALE: CEDAR RIVER TRUNK RELOCATION FILE NO:
DJB PHASE 3 E13
RECOMMENDED: NOTED PLAN AND PROFILE DRAWING N0:
CONTRACT NO: APPROVED: C1 04
W /M1 -96 STA 12 +60 TO STA 17 +20 SHEET NO: B OF
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