SW7050214_APPROVED PLANS_20050505

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW C� 50
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

LEGEND
copyright 2005 Hite associates
HEATH L FUNKHOUSER
�a. Rp,14.061
R.AT IS••�I.IEme Mi
GENERAL SITE NOTES
1. THE PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH C-101 / C-201.
2. PAVED AREAS SHALL, BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR
THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED TO 100% MAXIMUM DR
DENSITY IN ACCORDANCE WITH AASHTO-T99.
3. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520
OF THE: NCDOT STANDARD SPECIFICATIONS.
4. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE 1-2 CONFORMING TO
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS.
5. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE
NCDOT STANDARD SPECIFICATIONS.
6. TOTAL PARKING:
MIDDLE SCHOOL
TOTAL PARKING SPACES PROVIDED ---------------- 186 (INCL H/C SPACES)
TOTAL HANDICAP SPACES ............................. 7
7. IT IS PROPOSED THAT UNDERGROUND SANITARY SEWER, TELEPHONE, WATER,
ELECTRIC UTILITIES WILL BE INSTALLED.
8. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED BY NCDEHNR.
9. AN APPROVED DRIVEWAY PERMIT IS REQUIRED BY NCDOT,
10. DRIVES AND PARKING AREAS: THE GENERAL CONTRACTOR SHALL COMPLETE CURB AND
GUTTER AND STONE BASE AS SOON AS POSSIBLE. THESE AREAS MAY BE USED AFTER
CONSTRUCTION OF STONE BASE BY OTHER PRIME CONTRACTORS AS CONSTRUCTION STAGING
AREAS. PRIOR TO PAVING, THE GENERAL CONTRACTOR SHALL REPAIR THE BASE FOR PAVING.
REPAIRS TO DAMAGED CURB AND GUTTER CAUSED BY OTHER CONTRACTORS WILL BE PAID
FOR BY THOSE CONTRACTORS, INSOFAR AS A REASONABLE DETERMINATION OF RESPONSIBILITY
CAN BE MADE BY THE ARCHITECT. THE OWNER, THE: ARCHITECT, THE GENERAL CONTRACTOR
AND ALL OTHER PRIME CONTRACTORS WILL DEVELOP A STAGING AND WORK PLAN THAT
WILL ALLOW ALL CONTRACTORS TO EXECUTE THEIR WORK EFFECTIVELY AND WITH ACCOUNTABILITY.
11. CONCRETE WALKS AND CONCRETED AREAS SHALL HAVE EXPANSION ANU SCORED
JOINTS IN PRE -APPROVED LOCATIONS. EXPANSION JOINTS SHALL BE 112 " WIDE WITH EDGES
TOOLED TO 1/8 " RAD. AND FILLED WITH HOT RUBBER ASPHALT SEALANT - PROVIDE AT ALL
CORNERS, INTERSECTIONS, CHANGES IN SLOPE OR DIRECTION, AGAINST EXISTING OR NEW WALLS
OR PAVEMENTS, AND AT INTERVALS NOT TO EXCEED 30'. SCORED JOINTS SHALL BE: SCORED 1"
DEEP MINIMUM AND RADIUSED 118 ", AND SHALL BE PLACED AT INTERVALS NOT TO EXCEED 5 FEET.
12. ALL CHAIN LINK FENCING BY GENERAL CONTRACTOR.
CIVIL SHEET INDEX
C-001
OVERALL SITE KEY PLAN
C-101
SITE
GEOMETRY PLAN
C-102
SITE
GRADING & EROSION CONTROL PLAN
C-201
SITE
GEOMETRY PLAN
C-202
SITE
GRADING & EROSION CONTROL PLAN
C-301
SITE
DETAILS: STORM SEWER / SANITARY SEWER DETAILS
C-302
SITE
DETAILS: EROSION CONTROL / GENERAL NOTES
C-303
SITE
DETAILS: CONCRETE CURB / SECTIONS / MISC
C-304
SITE
DETAILS: BASEBALL / SOFTBALL ENLARGED BACKSTOPS
C-305
SITE
DETAILS: BASEBALL / SOFTBALL ENLARGED PLANS
C-306
SITE
DETAILS: CHAIN LINK DUGOUT -BASE BID
C-307
SITE
DETAILS: WATER
C-308
SITE
DETAILS: PUMP STATION PLAN / SECTIONS / DETAILS
C-309
SITE
DETAILS: ROAD WIDENING / DRIVEWAY ENTRANCES SECTIONS
C-310
SITE
DETAILS: STORM WATER DETENTION STRUCTURE & SECTIONS
C-401
SITE
DETAILS: SANITARY SEWER PLAN AND PROFILE
C-402
SITE
DETAILS: FORCE MAIN PLAN AND PROFILE
C-501
SITE
DETAILS: ROAD WIDENING - MARKET STREET EXTENSION
NOTE:
GENERAL CONTRACTOR IS RESPONSIBLE FOR SITEWORK AND ALL:,
WORK SHOWN ON "C" SHEETS, EXCEPT AS NOTED.
NEW PROPERTY LINE
(BLUE LINE STREAM)
r
PAMFIA GUNNIN SURKART
OsLVMM . 1.
RAT OPMWT LUM N-
CIL CHERRY'S RUN I
1S PROPERTY LINE
(PERENNIAL STREAM) ARrS RYM
Softball Field
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LIMITS OF CONSTRUCTION
II �_
A.
Baseball Field ,
HARDCO II.R I
1.5" AS T
OVE 4P/ BC
p r
Toilets B'i
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EMERGENCY \ °4
ACCESS DRIVE '
2" 1-2 18" ABC
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EIP - EXISTING IRON PIPE
-
UG UNOBVIOUNO
IPS - IRON PIPE SET
OH - OVENAp
NPS - NO POINT SET
L.F. - EXISTING IRON PIPE
ECM - EXISTING I:OMICRETE M ONOMENT F/F - FINISH FLU
R/W - FIGHT OF WAY
PIS - POINT OF SERVICE
B/M - Ilm MARK
VM - WATER METER
R/RS - RAILROAD SPIKE
F/H - FIRE KIWAIT
BA - BACK OF CURB TO BACK OF CURB FES - FLARED END SECTION
S/D - SIGHT OI STIN M
HWW - MEAD NJ
14L - NINIIMAM BIDLOING LINE
B/O - BLOW OFF
R - RAMOS
GY - GATE VALVE
C/L - CENTERLINE
BV - BALL VALVE
P/I_ - PROPERTY LINE
EL - ELEVATION
MUc - HANDICAP
PP - POWER POLE
TC - TOP OF CIl1 AMERETE
V - TELEPHOIV PEO.
TW - TOP OF WALK
LP - LIGHT POLE
MM -TOP OF CONCRETE a PAVEMENT C8 - CATCH BASIN
RP - TOP OF CONCRETE PAVEMENT DI - IRIOP INLET
FIG - FINISH GIRM
YI - YARD I NLET
E/P - EDGE OF PAVEMENT
INV - INVERT
as - CURB & GUTTER
CA - CLEAN OUT
EP/EP -EO(E PVKr TO EDGE PVMI
MH - W HOLE
CMP - CORIRIGATM METAL PIPE
SS - SANITARY SEWER
FCP - REINFORCED COMMCRETE PIPE SD - STORM GRAIN
MP - DUCTILE IRON PIPE
A - JUNCTION BOX
W w
WATER LINE
— SS SS
So TARP SEWER
— OHE OHE
OVERMAO POWER
—G G
U. G. GAS LIME
—IE UE
U.G. ELECTRICAL LINE
— C/T C/T
U. G. CON+M1[ CATI ONS / Y ECOMI/TPMMONE
PRWOSEO STORK ORAIWA
- - — — — -- — —
STORM DRAINAGE
+_& OO PROPM SPOT ELEVATI ON
+ 7.63 EXISTING SPOT ELEVATION
- - - - - -12 - - - - - -
EXISTING CONTOUR
12
PROPOSEO CONTOUi
LFCEND JS FOR REFERENCE ONLY. S1i;BOL5 / AVIREVIA TIONS
SHOWN DO NOT NECESSARILY APPLY TO THIS PROJECT.
WLLIAM E. STANCILL
RAT C/SET 0, AM 6,
LIMITS OF CONSTRUCTION
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Vicinity Map n1s.
Topographical Survey provided tq;
CHARY S . MILLER
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LAWS SURVEYORS
GARY S. uTCLER. RLS 1803 South Charles elva.
Phone [phone] Greenville. N.C. 27858
Fax e252)756-0785
I ELENA G. CAMERON
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OVER 8"MABC .� ,I I ` `r'� Sign , - �` I p
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LIMITS OF CONSTRUCTION, -- — — -- — -- — — - — — — — — -- w F
TOTAL Af 311 1.2
E'A ~ ~ —
"""r` ;y OVER 8" ABC
,W62492 Sq.Ft. �-S - .. �• - '"� •— ;,Da,•
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CI-IARLENE B,ALLI000A
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SYLVIA H. WARREN \ \
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UTILITY NOTES 1 \\
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GENERAL CONTRACTOR IS RtSPONSIBLE FOR THE INSTALLATION
OF WATER MAIN FROM ROADSIDE TAP, FIRE LOOP AND TO BUILDING,
GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SANITARY SEWER
FROM ROADSIDE TAP TO SSMH-5. COORDINATE ALL TIE-IN POINTS TO
MANHOLES WITH PLUMBING CONTRACTOR.
U.G. GAS LINE AND GAS METER INSTALLED BY PSNG. FROM GAS METER
INTO BUILDING BY PLUMBING CONTRACTOR.
U.G. ELECTRICAL AND TRANSFORMER INSTALLED BY CITY OF WASHINGTON.
CONTINUATION FROM TRANSFORMER TO BUILDING SHALL BE INSTALLED
BY ELECTRICAL CONTRACTOR,
SYLVIA WARREN
W. /60. M. •6D
MATERIAL ALLOWANCES:
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1. PROVIDE GEOTEXTILE FABRIC UNDER STONE BASE ALL HEAVY DUTY
3"ASPHALT/8" ABC PAVEMENT AREAS.
2. PROVIDE ADDITIONAL 5000 S.Y. OF WOVEN GEOTEXTILE FABRIC TO
BE INSTALLED AS DIRECTED.
3. PROVIDE 4,000 C.Y. OF MASS UNDERCUT WITH SELECT BACKFILL, DRIVE
PARKING, AND BUILDING AREAS AS DIRECTED. /
4. PROVIDE 3,000 C.Y. 8" UNDERCUT AND BACKFILL WITH 8" ABC STONE, DRIVE
AND PARKING AREAS AS DIRECTED.
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OVERALL SITE PLAN
� SCALE: 1 100I-0sI I I �
100 0 50 100 200 300 FEET .
GRAPHIC SCALE
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Key Plan
APPROVED
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Prot No.
20423
Dotal
10 January 2005

copyright 2005 Hite associates
WILLIAM E. STANCILL
D.B. 779. PG, 236
PLAT CABINET B, SLIDE 61
WHITE DIRECTIONAL
ARROWS
4" WHITE SKIP
4" SOLID
NI %DOUBLE YELLOW
NOTE:
GENERAL CONTRACTOR IS RESPONSIBLE FOR SITEWORK AND ALL
WORK SHOWN ON "C" SHEETS, EXCEPT AS NOTED.
10' WATER MAIN EASEMENT
-------- -� _�-- --
aa� ri
WITH LOCKING DEVICE
BY OWNER
g � � R 390'
THIS CONCRETE APRON BY
G.C. COORDINATE WITH S.C. / r R 150' \ R 340'
j 4" THICK X 4'-6" W
t CONCRETE WALK BY A € ri f Y y R 300'
G.C. (TYP, U.O.N.) '4iL
'J,4" SOLID \
DOUBLE YELLOW
4" WHITE
SKIP
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Date:
I

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copyright 2005 Hite associates
Bss4a„W
EACH PRIME CONTRACTOR
PERFORMING EXCAVATIONS
CALL 48 HOURS BEFORE YOU DIG
OR UNDERGROUND WORK
SHALL BE RESPONSIBLE
North Carolina One
FOR THE LOCATION OF ANY
Call Center Inc.
EXISTING UTILITIES IN THE
���
(NCOCC)
AREA OF THEIR WORK.
1-800-632-4949
NOTIFY THE UTILITY LOCATOR
SERVICE (1-800-632-4949) AT LEAST 48 HOURS
PRIOR TO COMMENCING
CONSTRUCTION IN ORDER THAT THE EXISTING UTILITIES IN THE AREA
MAY BE FLAGGED AND STAKED. CONTRACTOR
SHALL USE ALL CARE
NECESSARY WHEN WORKING IN AREAS KNgWN OR SUSPECTED TO
CONTAIN UNDERGROUND UTILITIES, INCLUDING
HAND DIGGING.
POLY -CAP FENCE GUARD
"BRIGHT YELLOW" AS
SPECIFIED
Combination
Football & Soccer
6" THICK CONCRETE HARD
STAND W/ 12" PERIMETER
TURNED DOWN EDGE REINF.
W/ 6x6x10/10 WWM BY G.C.
Q� 6T.9'
N77.20147"C
76.83" (}�, 52.41'
57S 20'3"W 20.,6' N75.24'16"E`�^-'� 64.93' l• 22'31"W
4? N72'S3'30"E
61.07'
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NOTE:
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WORK SHOWN ON "C" SHEETS, EXCEPT AS NOTED.
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1015 CONFERENCE DRIVE
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copyright 2005 Hite associates
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1015 CONFERENCE DRIVE
GREENVILLE, NC 27858
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