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w P to cr I C5 CONTRACTOR TO INSTALL A MINIMUM OF 30 LF OF ASHPALT DRIVEWAY ACCESS IN criminal prosecution.
LOCATION OF EXISTING DRIVEWAY W
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.20/o GRADIENT AND FLOW DIRECTION
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PROPOSED STREETLIGHT N
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PROPOSED GRADE 1.45% -a- PROPOSED SIGN O
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1. SEE SHEETS C5.1-05.4 FOR SEWER PLAN&PROFILES 9 W W y
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01 2. SEE SHEETS C6.1-C6.4 FOR WATER PLAN&PROFILES �� W m Q OR o O► O
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v 3. SEE SHEET C1.5 FOR SIGNAGE AND STREET LIGHTING PLAN m]$ Q o as
PROPOSED GRADE @ ALIGNMENT J Q o%��W
C 0 2720 2720 CONTRACTOR TO COORDINATE DRY UTILITIES&DRY UTILITY SERVICES WITH Q? W
v O4. APPLICABLE SERVICE PROVIDERS
U) o � m � c`! 000 ry v C °� rn N °� � 00 rj? 0 REVISIONS
0 0� N C\i N o 0 o rn O � � ir- lxi '6 LO v 6 ALL ACCESSIBLE ROUTES SHALL MEET CURRENT ADA GUIDELINES.ANY SLOPES
V v 7 M M M M Cl) M M M M M M M M M No. Date Description
CN � � r- � r- � � r` r- � N � r` ,, EXCEEDING THE ALLOWABLE MAXIMUMS WILL BE REMOVED AND REPLACED AT P
i N N N N CV N N N N N N N N N N N N N N N N N N N
5 THE EXPENSE OF THE CONTRACTOR.CONTRACTOR TO CONFIRM&VERIFY Q
SLOPES DURING STRINGLINE/FORMING PROCESS. MAXIMUM CROSS SLOPE: 1.75%,
c) 12+00 11+00 10+00 9+00 8+00 7+00 6+50 MAXIMUM RUNNING SLOPE:4.75%.CONTRACTOR TO NOTIFY ENGINEER OF
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RECORD IF SLOPES IN FIELD DIFFER FROM THAT ON THE APPROVED PLANS. UJ
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PROJECT NO.: O
B E ESCALATION DRIVE DRAWN BY:
CR
° STA 6+50 TO 12+00 CHECKED BY:
JB Q30 0 30 60 90 6 0 6 12 18
0 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=6' 10/21/25
Oc�u
SHEET NUMBER
0
C2.2
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