SW6231107_Plansheet - Grading/Drainage Plan_20240813 (3)

drawn by DD
checked
PL'`kNK tROAfl
reviewed
PROJECT
DRAINAGE EASEMENTS OUTSIDE OF
RIGHTS-OF-WAY ARE MIN. 20' WIDE (10• EACH
SIDE OF PIPE) EXCEPT WHERE SHOWN OTHERWISE. date April 2023
Sl TE
�,N A Y 01 TBM rebar far project is set at: I
OOC,BPI
, Jc) IG P Setbacks sStop how signplacements
lais are STORM +01.44-L-__ I J L ! 1 job no. 20-1035-02
R Fire Hydrant Bolt located near khe 'F' in fireman near the Front: 30' schematically. €NLET STORM SEWER � 25 PROPERTY
follow all
N in T s are to LINE
entrance of Friendship Grove Baptist Church on HWY ---E247.23�
OAD P Back: 25' follow all NCDOT standards 1
4\\1 R .b 4O1/Fayettevile Rd. (SERVICE LINE STI3. 4
Side: 5' & specifications. PROPOSED Lll.�_
n a N:461895.8582 p ROW AT \
JOH1450� G.A E:1953753.7635 V SAN SERV I BACK OF CONTOURS
u, p� SIDEWALK (V INTERVAL) �`.
n• ny EL 263.39 Fallow all requirements of Hoke County, r � y-___------ _____ ------- 1P
A01 N SG., �� NCDOT, and NGOEQ. - 5' UTILITY EASEMENT `, b.
VS A -A ;a 0. fire Hydrant Bolt located near the '4 1/2" close to the SANITARY t_�I'y� Oointersection of Johnson Mill Rd. and HWY 401/Fayettev€le Refer to Overall Project Notes on sheet 2 of SEWER ate¢ SANITARY SEWER 5' S10EWALK k
t^ this drawing set for additional information, MANHOLE vi
o p r� Rd. 9 6' LANDSCAPED AREA ADA
c O N:460110.8798 requirements, & specifications.
HANDICAP
E:1952812.1044 All proposed easements, Incl. but not limited RAMP TO
EL:259.22 FLOWUNE OF EXISTING
ROCKFISI-t ROAD to drainage and utility easements, are to be SIDEWALK
SR 1406 CURB AND 3+00 CONTOURS
\� permanent unless specifically noted otherwise. WAS
NAVD-88. Horizontal coordinates per NC Grid System. Refer to final plat. /'g LATERAL GUTTER r / (1' INTERVAL)
6' GATED WATER SYSTEM ROADWAY U
VALVE AND CL AND l 1
HYDRANT '1 MAINLINE TEE STATIONING U
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it VALVES 11%r) r.
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(WHERE WATER MAIN IS 2' � > 0 U
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