SW5210202_Plan (Prop. Site)_20210510

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TO FLUSH . . ..... . . . .... - - -- ---- ......
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5' (8) RKING
38' R5' PA
SPACES
3" G.V. ...... ... ... .
CLEAN OUT
100' M IN., TYP. ROPOSED TELECOM
25'>L TAPER CURB
JCTBANK
0
R5'
(6-WAY 4 FLUSH
0
ROUTE T RO 0 IT 91
PROPOSED R5'- R5'
18 '10, 4" SANITARY
STRIPPED ISLAND
ASPHALT, TYP.
SEWER LATERAL
J
MIN 2.08% SLOPE
(14) PARKING
TAPER CURB 24" CURB & GUTTER, TYP.
SLIDING GATE
TO FLUSH IN SPACES
fS TR I P �PE
SLIDING
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S
PEDESTAL 1 -6, MIN.
R1 5'
3' SWING GATE R5'
f
CON
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C. PAD
24'
4-1
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OPERATOR
2'X2'CONCRETE PAD 40- 8
R5` 4ffll
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12' 24' ADA PARKING 4'
6
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(6) VISITO" PARKING R
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6' PEDESTRIAN SPACES ACKIFLOW
PEDESTAL PREVENTER
CANTILEVER SLIDING GATE
REFER TO A571 FOR DETAILS
00' WHEEL STOP, TYP.
R1
RELOCA ED
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ADA RAMP POWER LE .......
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3" C900 PVC
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—UGP ADA SIGN
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(REFER TO
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DIMENSIONS) 6' DOUBLE GATES
AND HAN HOLE FOR
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TO FLUSH TRA FORMER
AR HITECTURi I
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TREELINE
S ETS) 25 " � I - III .
101.
BOC-BOC
;V
EMER NCY
G IN TOR ADA RAMP
F
(SEE E ECTRICAL UG C 4
SHE S) 33' ADA SIGN
—39'
28'BOC-BOC 7,7 ­7 8'
IT
7.5'
DRAIN
F NDATION DRDR
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(20) PARKING
SPACES 25'
8'CHAIN LINK
VAN ACCESSIBLE
FENCE ADA PARKING
2
R5'0'
, , 11 '1 " " " z -�
DUMPSTER PAD l - R5'
I "
12'
8'
116-� At
x X POLL CURB
PROPOSED
HEAVY DUTY
CONCRETE, TYP.
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x-`
12'DOUBLE GATES
24" CURB &
GUTTER,TYP. . ... ...
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IV'
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4" SANITARY
SEWER LATERAL
TIE-IN TO
EXISTING MAIN
PAVING MATERIALS LEGEND
CONCRETE SIDEWALKS
ASPHALT PAVEMENT
\4 Ueg:W59W59WAF
QMCONCRETE PAVEMENT
GENERAL NOTES:
1 ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND
OSHA STANDARDS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF
ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR
WASTE AREAS.
3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING
CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE
OWNER.
4. CURB RADII ARE DIMENSIONED FROM FACE OF CURB OR EDGE OF
PAVEMENT.
5. RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID OR PAVED
WITH ASPHALT SUCH THAT THE TOP OF THE STRUCTURE EQUALS THE
FINISH GRADE OF THE NEW ASPHALT.
6. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND
OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE
OPERATIONS.
7. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING
ASPHALT SURFACES.
N
True Project
SCALE 1"=30'
I Enq
30' 60'
11111111111 111117 111, 11 11111
�208 Six Forks Road, Suite 1000
:sleigh, NC 27609
919.825.4882
vww.sgarc.com
Consultants:
Civil:
Timmons Group
5410 Trinity Road, Suite 102
Raleigh, NC 27607
919.866.4951
r, WJz
RMF Engineering
8081 Arco Corporate Drive, Suite 300
Raleigh, NC 27617
919.941.9876
Structural Engineer
SCHRADERGROUP
4208 Six Forks Road, Suite 1000
Raleigh, NC 27609
919.825.4882
Communications
Mission Critical Partners
4208 Six Forks Road, Suite 100
Raleigh, NC 27609
888.862.7911
Professional Seal:
- sill%
040
SEAL
0;474
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011)
Owner:
Franklin County, NC
113 Market Street
Louisburg, NC 27549
Ong
Cy)
70 '1-
ca LO
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ISSUED FOR:
NO.
DESCRIPTION
DATE
1
DID SET
02-05-2021
2
100% DESIGN DEVELOPMENT
02-17-2021
3
BUILDING PERMIT SET
04-16-2021
4
ISSUED FOR BIDDING
04-23-2021
DATE: 05/10/2021
SG PROJECT NUMBER: 20-010
Key Plan:
Drawing Title:
SITE & UTILITY PLAN
Drawing Number:
C300