SW7041213_APPROVED PLANS_20050406

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-M"/3
DOG TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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JEAN HOWARD
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LEGEND
I IP - EXISTING IRON PIPE
tIG - UNDERGRC m
IPS - IRON PIPE SET
OH - OVERHEAD
WS - NO POINT SET
LF. - EXISTING IRON PIPE
ECM - EXISTING CONCRETE NXIIENT F/F - FINISH FLOOR
R/W - RIGHT OF WAY
P/S - POINT OF SERYI CE
B/M - BENCH MART(
WP/M - RATER METER
R/RS- RAILROAD SPIKE
FAI - FIRE WOW
B/B - BACK OF CURB TO BACK OF CliR6 FES - FLARED ENO SECTION
S/D - $1MIT DISTANCE
WW - HFAD HALL
Mai. - MINIM BUILDING LINE
8/0 - BLOW OFF
R - RADIUS
GY - GATE VALVE
C/L - CENTERLINE
BY - BALL VALVE
P/L - PROPERTY LINE
EL - ELEVATION
H/C - WIDICAP
PP - POWER POLE
TC - TOP OF CURB/CONCRETE
TP - TEekPOHi:J PED.
TW - TOP OF WIAIX
LP - LIGHT POLE
TCW - TOP OF CONCRETE WALK
CB - CATCH BASIN
TCP - TOP OF CONCREM PAVEMENT DI - DROP INLET
OR - TOP OF GRADE
YI - YARD INLET
E/P - EDGE OF PAVEMENT
INV - INVERT
C&O - EXIRB & GUTTER
C/O - CLEAN DUT
EPAPMW PVMT TO EDGE PVMIT
MH - MAN01
DF - COPPRUGATED METAL PIPE
SS - SANITARY SEWER
RCP - REINFORCED CONCRETE PIPE SD - STORM DRAIN
DIP - DUCTILE IRON PIPE
JB - JUNCTION BOX
WP WI
WATER UNE
_SS ----SS
SANITARY SEWER
_(B.E OHE
OVERHEAD POWER
--G--"--G
111.13. GAS LINE
----LIE UE
U.G. ELECTRICAL LINE
---C/T C/T
U.G. COMMUNICATIONS / 7EW/TNK
Pmxw STORM DRAINAGE
+-5. BB PROPOSED SPOT EMATI ON /
+ 7.63 EXISTING SPOT ELEVATION
_ _ - - _ _ 32 _ - _ - _ _
CONTfltIi
/�SaS�TTIIINGG�
CONTOW
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/ THESE BEARINGS i DISTANCES OBTAINED FROM
UNRECORDED PLAT BY MAYO AND ASSOCIATES, P.A. ENTITLED:
/ SURVEY FOR "BEAUFORT COUNTY BOARD OF EDUCATION
CHOCOWINITY PRIMARY SCHOOL" DATED, 05117/93.
N� ryN
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PRICE RDANCSR 11491 & i r / $�
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CONSTRUCTION OF THIS DRIVE WITH PARKS
AND WALKS AND ADJACENET STORM DRAINAGE
SM
UNDER ALTERNATE BID. ALL. DEMO AND RECONSTRUCTION;
" - "`�. `� =°'-T""''•`"" PNCLUDING ADJACENT LAWN AREAS, TO BE DONE
°,�. " +'dew:''', I ` r✓ BETWEEN JUNE 1, 2005 AND BEFORE
iVEL< TIOH oH� `�_���--_� N� AGUST 2, 2005.
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08 758, PG 213
CALL 48 HOURS BEFORE YOU DIG �"1" cs�
Cy
North Carolina One d, UWU
Call Center Inc,
(NCOCC)
'1-800-6324949
EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA
OF THEIR WORK. NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT LEAST
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
IN THE AREA MAY BE FLAGGED AND STAKED. ALSO CONTACT THE: SCHOOL MAINTENANCE
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA. CONTRACTOR SHALL USE ALL
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
r �
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■ SCALE: 1 = 50'-0"
THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS
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Ps*JW No.
20424
Date,
14 Navernber 2©04

/ / PP
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a DB 1341. PG 233 /•
PG 13
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DAVD HOWARD HERS ,
JEAN NOWAFO /
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3,
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\\\ \32 PC 0,
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\
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ELEV.•38.16\:I%
IN
IN IN 34
Pp / ONE I �`♦ \ \\ \ //
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IN
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JACR� LAYERS
AY�4 ERS
DB 1327, PG 881
/ IN \ / PC G, SLIDE 18-3 t
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x ! % ♦ \ r. \ * 3t - r ! - �' THE BEAIFORT COUNTY
1 DJADOE4HOWARD \ \ \ 35 \ \ \ \ \ \ \ ~ -' 32 a ` •,, - ` - r, ✓ DB BOY. Pa m
BOARD OF EDUCATION _
13
\ \ �� _
11 1 \• 36 �, \
34
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36 `� \\ \ 10.959 ACRES /
\ 33 /
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SPKN LOCATED AT 4i INTERSECTION OF
GRAY RD.(N SR 1136) I l i`
r
3 �.
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IN,•i . .• H
`
MOTES
L SR6W011K CONTRACTOR SHALL RE]IDVE ANY CONCRET[,
ASPHALT. OR OTHER DEBRIS AS SPECIFED,WHICH R PRESENTLY \...... '' ,'
EXPOSED TFNOUa1 DE11 XAM NO CONSTRUCTION
OPERATIONS OF ANY PRNE CONTRAC O S.C. S WU NOWTE
\ ALL UNDERGROUND $TORM DRAt1AGE, SFRYILES, / ` .*
\ +' WATER SONVICIES, ELECTRICAR SERVICES. TEI.EcaYDMCATIONS, ETC. r 1 � Mobile
` ` 1....-� AS REOLM THAT OWLIGT WITH NEV CONS'TRUCTM Classroom
FELhW NCE \ \ \ \ 2. SITEWORIf CONTRACTOR SIWL REPLACE A AEPAR ANY DA11AfED OR CRACKED ,+
\ SECTIONS W CITE CURB, WALK OR ASPHALT PAVING THAT ARE , �pp / Aair
\ TO ROM AS REQUIRED- ALL NEW CMX WTE CUB NO ASPHALT EHAAY Lk(K ` � ,i �
£►° \ ♦ \\ PAVING SMALL WOE A SMOOTH TRAriV110N TO Da41MC F"M !` / ♦: FEMC£
4 1 / CNAIV LA(N'
F1 -
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PAN OF
pMV. PG 1B'2 \ \ \ i ' I �3'TELF'ORARY QWI I�f OMWFRUCTM FENLE / ~fir/ % / + 1
\ \ Mobile
/ // , �y / ) Mobile I a Classroom
\ , \ \ \ " J / d f J FFE=37.43 1 Classroom I FFE-37.77
/ ( 1 FFE=37.91
\ \ PROPOSED LOCATION
�.+; NEW S CLASSR©OM 1MNG
w.� ,
41
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aErRERAL caTTRACTaR sTr+LL. 6QnDMATe /
\ \ STACMG AREA AND CONTRACTOR PNOONG
{BOTH INAME SARFaT WITH THE 01FIER a C 1 �/ r .t -T - ` / _ 1 / r / �'� R ❑ n r.1
SHALL MSTALL 6'-O" H TENPOM CHAN LMIr P / � \ � `' � \ � ✓ ! f // _
CONSTRUCTION FEM24 AS REQUIRED ISHOWIO. /! � I II p� !� J ; kFJ17
. D/!
\ PROVIDE GATES AS SHOWN. REPAIR ALL .ppAYAGED 1 t J3.00'
Aifl AV5 As REQUIED AT ETO OF PRd C-- _ - _ Il r% f ,I \ � -- -- I I � � Ir 0.2(s
36
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NEW WEJDRSON,JR. ,1 RR avlsav \ ` f/Y7 • L i FFE=37.43 I !f
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Comm wALRB 'Surf NEV II Xly a II IEX1Sr. Dn FFE=36.83
\ i \\ \ ONSTRUAMM EI K SEE ORM1 PPE9 I I C/O V- lJ BJ '` ��i RA(!-3�.00'
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_ s= s
OHWIRE
Existing School Building! t
FFE=36.45iLj
I 36 4 NOTE,
! f ELECTRICAL TO NE'' RELOCATED BY E.C. ( O.C. SHALL PROTECT ALL DOSING SITE
1 3/ SEE ELECTRICAL SHEETS R 1 TREES, SEAM AND LANDSCAPED AREAS
JVV
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\ m PARAM I /
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REMOVE E7GS11RG TIWES AND CONISTpLNCTIOML �• ' /
I ry � I ` TIIR AREA AID PREPARE AREA
I
4� l TO RECIPE NEw Mm \. I\ � I REMOVE EIfaTTNO
3�\ 1MDOFY }rn AR Ex1sTNG CANOPY As � ODMaIETE WAX/ !r SA DB,4IN0
GRAVEL WAUIRE� Ja( WT NEW COb'TR�UCTIO� f PAR1(MC \ >I'ib SEE
I�N '\ AND fiwfi v"''vE•" `. _ - 36
� REM REPLACE! 38" OAY Fi'4o � >REF / n
IWsraIW As REOIWED
'\ FOR{ NEW ASPHALT i • /�
/^ r
" AMasw / ��aIAE NO REPLACE ALL DBSTNa salDal J J
oH1E i �!/rr/� �i'�'✓'� //'/�'/j/,.,. / rwIFF1c sTaNAr.E As REaIWn THAT CONFLICT J /
"`J'"` WrrHNEW carlsTRucnoH. caNrRAcraR SMALLt2 /�f✓r
�RELOCATE As DNECTED eY OWNER r'
Pi°p— 13HE DOSING LARGE OAT{ ~ tom"'�PrrlEs
PP/LPG' � TO Rf]IAN, PROTECT FRYARD QW
49.99' 49-95' 49.93' -
1.62' S0.91' 1T 14'46" S[ 5 S '301124"` --1-0.89`-_.. •� '�_ � _ \ �,�� \
23, S10' 21'"W 519.44'f3"7 � 1GIPCf 34 NOTE:
<g.9z1 DEMO WORK THIS
�sA�, �, srIBP • FROMEXISTING ASPHALT •ssyz„1 - � _ _ " �. _ �� � - j___ 'AREA UNDER ALTERNATE BID.
� 05• / \ � � _ � - .-- - .- - f LEAN 7RN011GN TO NEW ASPHALT WV
/ IN,
BENCHMARK „rr � 95-�
TOP OF BONNET BOLT ON EX.FH
� N LOCATED AT 11� INTERSECTION OF NC
PRICE RD.(NCSR 1149)4 SR 1136 p�Jo•s,s4.
2g
GRAY RD.RNCSR 1136) UO'A� �, GRAY F Oy V• � _
'�°Tt'Ulr OAp
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Date ��
8oarnMli111r pIM� , o (a-1
CALL 49 HOURS BEFORE YOU DIG
North Carolina One
Call Center Inc.
(NCOCC)
'I-800-632-4949
`• � J 3 �LU
64
0
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EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUP►
SHALL 61= RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES I.
OF THEIR WORK NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT .
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTIN
IN THE: AREA MAY BE FLAGGED AND STAKED. ALSO CONTACT THE SCHOOL
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA - CONTRACTOR SH,
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
Ail-
1000 1 SITE DEMOLITION PLAN
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REMOVE E7GS11RG TIWES AND CONISTpLNCTIOML �• ' /
I ry � I ` TIIR AREA AID PREPARE AREA
I
4� l TO RECIPE NEw Mm \. I\ � I REMOVE EIfaTTNO
3�\ 1MDOFY }rn AR Ex1sTNG CANOPY As � ODMaIETE WAX/ !r SA DB,4IN0
GRAVEL WAUIRE� Ja( WT NEW COb'TR�UCTIO� f PAR1(MC \ >I'ib SEE
I�N '\ AND fiwfi v"''vE•" `. _ - 36
� REM REPLACE! 38" OAY Fi'4o � >REF / n
IWsraIW As REOIWED
'\ FOR{ NEW ASPHALT i • /�
/^ r
" AMasw / ��aIAE NO REPLACE ALL DBSTNa salDal J J
oH1E i �!/rr/� �i'�'✓'� //'/�'/j/,.,. / rwIFF1c sTaNAr.E As REaIWn THAT CONFLICT J /
"`J'"` WrrHNEW carlsTRucnoH. caNrRAcraR SMALLt2 /�f✓r
�RELOCATE As DNECTED eY OWNER r'
Pi°p— 13HE DOSING LARGE OAT{ ~ tom"'�PrrlEs
PP/LPG' � TO Rf]IAN, PROTECT FRYARD QW
49.99' 49-95' 49.93' -
1.62' S0.91' 1T 14'46" S[ 5 S '301124"` --1-0.89`-_.. •� '�_ � _ \ �,�� \
23, S10' 21'"W 519.44'f3"7 � 1GIPCf 34 NOTE:
<g.9z1 DEMO WORK THIS
�sA�, �, srIBP • FROMEXISTING ASPHALT •ssyz„1 - � _ _ " �. _ �� � - j___ 'AREA UNDER ALTERNATE BID.
� 05• / \ � � _ � - .-- - .- - f LEAN 7RN011GN TO NEW ASPHALT WV
/ IN,
BENCHMARK „rr � 95-�
TOP OF BONNET BOLT ON EX.FH
� N LOCATED AT 11� INTERSECTION OF NC
PRICE RD.(NCSR 1149)4 SR 1136 p�Jo•s,s4.
2g
GRAY RD.RNCSR 1136) UO'A� �, GRAY F Oy V• � _
'�°Tt'Ulr OAp
NOMFI
omsIoN CV
t
Date ��
8oarnMli111r pIM� , o (a-1
CALL 49 HOURS BEFORE YOU DIG
North Carolina One
Call Center Inc.
(NCOCC)
'I-800-632-4949
`• � J 3 �LU
64
0
_ZJ f
EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUP►
SHALL 61= RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES I.
OF THEIR WORK NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT .
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTIN
IN THE: AREA MAY BE FLAGGED AND STAKED. ALSO CONTACT THE SCHOOL
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA - CONTRACTOR SH,
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
Ail-
1000 1 SITE DEMOLITION PLAN
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DEC 6 2004
EJY11Q 11Yfi1RO
BENCHMARK „rr � 95-�
TOP OF BONNET BOLT ON EX.FH
� N LOCATED AT 11� INTERSECTION OF NC
PRICE RD.(NCSR 1149)4 SR 1136 p�Jo•s,s4.
2g
GRAY RD.RNCSR 1136) UO'A� �, GRAY F Oy V• � _
'�°Tt'Ulr OAp
NOMFI
omsIoN CV
t
Date ��
8oarnMli111r pIM� , o (a-1
CALL 49 HOURS BEFORE YOU DIG
North Carolina One
Call Center Inc.
(NCOCC)
'I-800-632-4949
`• � J 3 �LU
64
0
_ZJ f
EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUP►
SHALL 61= RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES I.
OF THEIR WORK NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT .
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTIN
IN THE: AREA MAY BE FLAGGED AND STAKED. ALSO CONTACT THE SCHOOL
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA - CONTRACTOR SH,
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
Ail-
1000 1 SITE DEMOLITION PLAN
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Project No.
20424
T>at0=
14 November 2004
C�
100,
cm
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THIS PLAN EXISTING SITE CONDITIONS

I04 Hite associates
EAGLE HOMES. M
DB 1341, PG 233 /
/
/
/
/
/
/
/
/
/
/
/
/
/
rJ 1 BENCHMARK
Z llj RAILROAD SPIKE IN POWER POLE
S�E91GNT8.16
STOP BARS
f WHITE DIRECTIONAL
o ARROWS - TYP STUDENT LOADING &
I e iW UNLOADING MUST KEEP
RIGHT SIGN / STAFF PARKING
SEE DETAIL C303.8-A
4" SOLID WHITE
4" SOLO
DOUBLE YELLOW
4" WHITE
1 u I F1L 01 1 L; nf�Gn.
Area = 21,9661 Acres (956,843.3160 s.f.)
Total Disturbed Area - 10.10 Acres
PROPERTY IS CURRENTLY ZONED R2
PARCEL # - 12017281,82,83, 15012518, 12003807
PROPERTY IS WITHIN TOWN OF CHOCOWINITY
DEED BOOK: W78, P. 748
PROPERTY OWNER
BEAUFORT COUNTY BOARD OF EDUCATION
321 Smaw Road
Washington, NC 278889
252-946-6593
BUILDING DATA
EXISTING BUILDINGS
Total Building Area 59,893 91
Dull_U11-i%j vn t rt kwnt U j
EXISTING BUILDINGS
59,893 s.f.
NEW ADDITIONS
15,897 s.f.
9�o OF BUILDING EXPANSION
27%
IMPERVIOUS DATA
New Asphalt Drives
124,842 s.f.
Existing Parking and Drives
24,508 s.f.
Existing Parking and Drives REMOVED
(-7,254) s.f.
Total Parking & Drives
17.254 s.f.
Impevious area increase
723,557%
BUILDING IIMPERVIOUS COVERAGE
New Buildings $ Impervious Area
140,739 s.f.
OAVO HOMAM NtBttS i
/
Existing Buildings & Impervious Area 77,147 s.f.
JEM HOWARO
NEW ADDITIONS
/
//
/
f Additions of
1
Total Site Area 956,843 s.f.
Total Building Area
Building 8 Impervious Coverage 2396
/
Classroom Addition
15,897 s.f.
\
/ /
PARKING SPACES EXISTING 1 REQUIRED / PROVIDED
Existing parking (UNKNOWN - UNMARKED GRAVEL PARKING AREA)
\
/ /
Now Parking Provided:
\ /
OONALD E AYERS III
JAOM T. AYERS /
Regular Spaces: 132
DB 1327, PG 885
Handicap Spaces: 6
\ /
PC G, SLIDE I$-3 /
\ /
/
Bus Parking Spaces: 8
4 /
/
ss,
/
„• a MINI-SKP F /
f /
OB 1327, PG 881
PC G, SLIDE 18-3
I \ ^ f m
'8y� �►
1 ` EP
r
STAFF PARKRRC SIGN
rr l At \M41 A� NOf� EI�LROAC7�5 4 .WHITE SKIP
! a }--..._ � J2.8'sz•, 10394• E,s a 83.5�i
AP
/N3.
I
+ NOME ys?�a � 2D.233 ACRES
` HOW9. \ $ \ s3, r 9 a� rt / / {NCLIIONG 0.,700 AM N ROAD R/Ml
rr
112
ro ,
/// \ �' r +� /// `\\\ �_—'�` —^ .�_.-------"—__—_ `-----' -.-...__— -- -------------- ~-` -3'25'f
�--------- ---- -------------------------------------
!� f
r !j WET (DETENTION } !
r POND Ds VII
r DB 1004, PG 410 I I �' �' _
k'
If -------7` ---------_---------_----- .-...------------------------
it 2
i1lACT 1 /
------- �4 \♦ 10.959 ACRES /
( \
w • ! F i // \♦ // `� STOP S(GN
I 1 i
/� 4j Or STOP BAR
d SPKN LOCATED AT INTERSECTION OF r / \\ // 1
PRICE RDANCSR 1149)
GRAY RDANCSR 11361 1 t \ \ �/ / FUTURE PLAYING / / / R 5 ` \ FIRE TRUCK EMERGENCY/
\ \ \ \ FIELDS (BY OWNER) / / /// R5 ? / 20'-0" WIDE SECURITY \ \ ` ACCESS DRIVE 10'WIDE
♦` -/ \ �—CONTROL GATE BY OWNER \ 1 ASPHALT CENTERED OVER
\ / K•'. nn, ,",nr or, •on eTnuC 9lCC
N�R-CH
5 68
\ i
GENERAL SITE NOTES
1. THE PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH THIS PLAN.
oDBTz4aIML11EG89N,JR.
2. PAVED AREAS SHALL BE COMPACTED TO 95 /o MAXIMUM DRY DENSITY EXCEPT FOR
THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED TO 100% MAXIMUM OR ~
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 I-2 CONFORMING TO *
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS. NOTE: NEW
J . / /
NEW CANOPY AND WALKS TO 8t COMPLETED
BEFORE AUGUST 2, 2005 +r
5. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE0.
NCDOT STANDARD SPECIFICATIONS. i
rt i� r }f ,
6. TOTAL PARKING: 44'
� � ,z ! !i .i }✓" x "' Fir I I! '{ l ^- /
MIDDLE SCHOOL`
TOTAL PARKING SPACES PROVIDED----------------138 (INCL H/C SPACES) NOTE:
DEMO AND NEW CONSTRUCTION OF THIS LOT TO
TOTAL HANDICAP SPACES ............................. 6 BE COMPLETED BETWEEN JUNE 1, 2005 AND COMPLETED 1f ~
BEFORE AUGUST 2, 2005. ! ,
7. IT IS PROPOSED THAT UNDERGROUND SANITARY SEWER, TELEPHONE, WATER,
ELECTRIC UTILITIES WILL BE INSTALLED. 11 `,' ;' `�'�-w f I DUMPSTER PAD
?: > y F 30 i &° THICK CONCRETE W/
! l✓ , a4 f `ifi 6x5/2.9x2.9 WWM WITH
8. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED BY NCDEHNR, ! 52 x' 01 29 12' TURNED DOWN EDGE
Y..�C]_ ,
9. AN APPROVED DRIVEWAY PERMIT IS REQUIRED BY NCDOT.
F
10. DRIVES AND PARKING AREAS: THE GENERAL CONTRACTOR SHALL COMPLETE CURB AND ii s R 40'
GUTTER AND STONE BASE AS SOON AS POSSIBLE. THESE AREAS MAY BE USED AFTER ' 1'I
CONSTRUCTION OF STONE BASE BY OTHER PRIME CONTRACTORS AS CONSTRUCTION STAGING r >a
TO PAVING THE GENERAL CONTRACTOR SHALL REPAIR THE BASE FOR PAVING. ` ' �'k s` l 4 ti `''
AREAS. PRIOR fI PARK$ r �', 1:l10 six k NEW 4" THICK CONCRETE
REPAIRS TO DAMAGED CURB AND GUTTER CAUSED BY OTHER CONTRACTORS WILL BE PAID r "o WALK wkrH RNED
DOWN EDGE
FOR BY THOSE CONTRACTORS, INSOFAR AS A REASONABLE DETERMINATION OF RESPONSIBILITY
r
CAN BE MADE BY THE ARCHITECT. THE OWNER, THE ARCHITECT, THE GENERAL CONTRACTOR ' 1 ,' / FrA NEW 3" RPZ BY
r + ' - f ' t ` ; ♦-- / TOWN OF CHOCOWNTY
AND ALL OTHER PRIME CONTRACTORS WILL DEVELOP A STAGING AND WORK PLAN THAT l ? e4
WILL ALLOW ALL CONTRACTORS TO EXECUTE THEIR WORK EFFECTIVELY AND WITH ACCOUNTABILITY. ��i _ DH��_` \ Rs,,.
20- SETBA_
11. CONCRETE WALKS AND CONCRETED AREAS SHALL HAVE EXPANSION AND SCORED
A°o­ DHE HE Stl o 10,
JOINTS IN PRE -APPROVED LOCATIONS- EXPANSION JOINTS SHALL BE 112 "WIDE WITH EDGES 10'B"FFr�YyRo
TOOLED TO 1/8 " RAD. AND FILLED WITH HOT RUBBER ASPHALT SEALANT -PROVIDE AT ALL / NEW
4WATER
f METER
BY ocowl_ cr
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" 49.99. 49.95' 49.93'
1.6' 50.01' 11.14'48"W S72'5i'31"W S15'30'24"W 48,89'
DEEP MINIMUM AND RADIUSED 1/8 ", AND SHALL BE PLACED AT INTERVALS NOT TO EXCEED 5 FEET. •z3'S4" ta•zr " 19•44'1 'w
12. ALL CHAIN LINK FENCING BY GENERAL CONTRACTOR. �,030 ,� s►9"\ r — ___ _ — ` <
� \\I R/W
BENCHMARK
TOP OF BONNET BOLT ON EX.FH
cr ELEV.-37,23
SPKN LOCATED AT F WTERSECT,JN OF
PRICE RD.(NCSR 1149) d
GRAY RDANCSR 1136)
IF
13
FFE=37,43
EXISTING
PLAYGROUND
0
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O d conrrAva Pw�c
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FFE=36.45
�..,-�. . I �.
CANOPY
i) RESERVED PARKING
PACES.LABEL -
ERVED" WITH
WHITE LETTERS
L.
n
Vicinity Map n.t.s.
i
13
PP
\
—
SIGN - "DO NOT BLOCK /
DRIVE -EMERGENCY
VEHICLE ACCESS" /
a n
n n
1.1
'
20'-0" WIDE SECURITY /
CONTROL GATE BY OWNER
EXISTING
ASPHALT
FFE=36.83
o
PARKING
NEW CONCRETE SHALL
BE FLUSH WITH EXISTING -
SMOOTH TRANSITION - TYP
FLAG DEPRESSED CO
W-O" FLUSH W/ ASPHALT
COLORED AS SPECIFIED
THIS SPACE
"VAN ACCESSIBLE"
H/C PARKING EXISTING
SIGNAGE, ASPHALT
STRIPE AS PARKING
SHOWN (TYPT
Kl,-"�
4" THICK CONCRETE
WITH 12" TURNED
DOWN EDGE
N (ft" 1136 G _ __ �yF o 30 92g", ym
21PASP � ROAD '
Rip
A
, !
O !
m /
1
L !
!
r
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(8) VISITOR PARKING
SPACES. LABEL -
VISITOR' WITH 12"
WHITE LETTERS
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DB 758, PG 213
/ EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE AREA
/ OF THEIR WORK. NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632.4949) AT LEAST
48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
/ T THE SCHOOL MAINTENANCE
� IN THE AREA MAY BE FLAGGED AND ST
AKED. ALSO CONTACT
DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA. CONTRACTOR SHALL USE ALL
NOTE:
NEW CONSTRUCTION OF THIS DRIVE WITH PARKS
AND WALKS UNDER ALTERNATE BID. ALL DEMO AND
RECONSTRUCTION; INCLUDING ADJACENT LAWN AREAS,
TO BE DONE BETWEEN JUNE 1, 2005 AND BEFORE
AGUST 2, 2005.
CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO CONTAIN
UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
101,1 SITE GEOMETRY PLAN
SCALE: 1" = 50'-0"
QCORA110N
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Prot No.
20424
Root.=
14 November 2004
THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS

copyright 2004 Hite associates
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AYERS
" ks ` 3 EXISTING W RCP`. X3b6 \ '5s \ \ 32 / oe i32JACKIEi Pc /
'mot I I / ^ a) JAND GRADE HITCH AS REQIMlEp 36 \" x \\ \ . ` // PC G. SLIDE 18-3 //
� 4 n 36 fillTHM STONE BENCHIM K \ \\\ \\ \ `\ // //
t? EQ /,
RP RAP � RNLROW SPIKE IN POWER PULLS \ yt \ \ \ - _ / /
Z " y 3�} I11. FES \ \\\`. ELEV. •38.16. \ \\ \\ N\ N �p - X3\9 // //
2 V 0.V:s \" 3 -34 o i ` x403 \\ \ 34 \\\ \ ?a'� 343 // //
r e• PVC � x I 20' % M Y' AA RARY 36 \ \ \ EI�/ /
w TMAE i 1 •� "If GRAVEL CONSTRUCTION \ \
\ \
r1 3 /! ..l "� 1.7 �+ , `\i CLASS "B" St01E \ \ \ \ '� rm /!
�SRx y^ ..,•r \� _ \5 RP RM W1TH ABRIC` \ \ \
.5 \ iS\ /
I
}T' 4"e xto b ' j' I v UNDERLI'ER ice\ ! \ \ /
- \ \ \, /
3 yf { 0 ti I. x \ • I 1 \ \ / DONMD E AYERS k
2 tiS• IFS t \ \\ X;\ / JA QX T. AVERS
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48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES
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DEPARTMENT TO LOCATE ANY PRIVATE UTILITIES IN AREA. CONTRACTOR SHALL USE ALL
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Projeat No.
20424
Data
14 November 2004
R _
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THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS

MANHOLE RING & COVER
FINISH GRADE
112" GROUT
J PRECAST MANHOLE CONE
rL TYP. MH. STEPS 0 16" O.0
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0 REQUIREMENTS
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ALL POINTS OF PIPE
> ENTRY - SEE SPECIFICATIONS
GROUT CHANNEL
100 X
COMPACTION
TOP OF PAVEMENT
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FLEXIBLE AEEVE
TEE (DJ.P. W/
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r-1 JOINT D.I.P.
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:''"ii'Y'�—:%'yi:'is7': i:'fi�''li �'=f.T�� aL'�Y.��'G•
FOR MANHOLES 12'-0" OR LESS IN DEPTH
r— 4000• CONCRETE
MANHOLE BASE d n• e e ~• e n e e
•4 BARS d •'d d .'d d .'e a fo
12" E.W.
i•..Iv�7 �f r'`�C
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4'-0" MIN.
ASE
B
SECTION A -A
FOR MANHOLES OVER 12'-0" 1N DEPTH
USE PRECAST EXTENDED BASE
RISER SECTION
V TO WAS REQ'D
MANHOLE RING & COVER
FINISH GRADE
112" GROUT
PRECAST MANHOLE CON
TYP. MH. STEPS 0 16" 0,
SEE SPEC FOR JOIN
REQUIREMENT
FLEXIBLE SLEEVES A
ALL POINTS OF PIPE
ENTRY - SEE SPECIFICATIONS
GROUT CHANN
Co.
GENERAL NOTES
WHEN INSTALLED IN PAVEMENT
MANHOLE TOP SHALL BE FLUSH
WITH FINISH PAVEMENT
'. THE DISTANCE FROM THE TOP OF
THE MANHOLE RING/COVER AND
FINISH GRADE MAY VARY WIDEL Y
SEE PLAN
EXTEND PIPE INSIDE MANHOLE WALL
2", DEPENDING ON PIPE SIZE
MIN. (1) GRADE RING REO'D IN NON -
PAVED AREAS. IN PAVEMENT GRADE
RING NOT REO'D EXCEPT AS NECESSARY
TO MEET FINISH ELEVATION
NO MORE THAN (2) GRADE
RINGS SHALL BE INSTALLED
PIPE SIZE
"D"
LESS THAN 20"
4'-0"
20" OR GREATER
5'-O"
50" OR GREATER
6'-0"
FOR MANHOLES 12'-0" OR LESS IN DEPTH
000a CONCRETE
MANHOLE BASE e e e e '" e• e• e e
•4 BARS a A.
12" E.W.
i... .i..�.� �� ����`•T��r ter.. �4rI Oi
12" MIN. CABC
FOR MANHOLES OVER 12'-0" IN DEPTH
USE PRECAST EXTENDED BASE
STRAIGHT
I �y
2-WAY
INTERSECTION
NOTE
INVERTS TO BE SHAPED ACCURATELY TO A SMOOTH Ile •;
SEM1-CIRCLE FINISH CONFORMING TO THE INSIDE CONTOUR
OF THE ADJACENT SEWER SECTIONS. ALL ENTERING BRANCHES :.
AND CHANGES IN DIRECTIONS SHALL BE FORMED BY CIRCULAR , • ; . , . • 3 OR 4 WAY
CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE ' • '
OF MANHOLE WILL PERMIT. CHANGES OF SIZE AND GRADE OF
CHANNELS SHALL BE MADE GRADUALLY AND EVENLY. THE INVERT
CHANNELS SHALL BE FORMED DIREC TL Y 1N THE CONCRETE OF THE
MANHOLE BASE, OR SHALL BE BUILT UP WITH BRICK AND MORTAR.
THE FLOOR OF THE MANHOLE OUTSIDE THE CHANNELS SHALL BE
SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS NOT LESS
THAN 1" PER FOOT NOR MORE THAN 2" PER FOOT.
30183 TYPICAL PRE —CAST MANHOLE & DROP MANHOLE
scnLe. 1/2"- i -o
GENERAL NOTES:
CONCRETE SHALL BE 4000 PSI MINIMUM
REINFORCING STEEL ASTM A-615 GRADE 60
STRUCTURES SHALL MEET NCDOT APPROVAL TO
10' IN DEPTH
ALL SOLID BOXES SHALL MEET H-20 LOADING
TO A DEPTH OF 15'-0",
PRECAST BOXES SHALL MEET ALL NCDOT
STANDARDS
ANY MODIFICATION TO ANY PRECAST BOX MAY
NULLIFY H-20 LOADING ABILITY.
ALL JOINTS TO BE SEALED WITH BUTYL
RUBBER JOINT SEALANT CONFORMING TO THE
REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS.
SHALL BE REQUIRED ON 13OXES OVER T-6" IN DEPTH.
STEPS SHALL BE COPOLYMER POLYPROPOLENE PLASTIC
AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478
TOP
2�_,
SIDE
CAST IRON FRAME
kA
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TO P
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o 0 °
BOTTOM
CAST IRON COVER
BASE SECTION SEWER PIPE (D.Lp.)
2' TO 4'
STORM PIPE
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BASE SECTION B-B
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TOP
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NOTE:
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CH-BN-2001 OR APPROVED
EQUAL
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DROP INLET FRAME
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ALTERNATE BASE SECTION
WITH KNOCKOUTS
301,2 CONFLICT/JUNCTION BOX DETAIL
SCALE: 1/2" = 1'-0"
NOTE:
CONFLICT BOX SHALL ONLY BE UTILIZED WHERE SEWER DEPTHS ARE SHALLOW
AND CONFLICT WITH STORM DRAINAGE CANNOT BE AVOIDED WITHOUT PUMPING.
CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE TOWN OF CHOCOWINITY
ENGINEERING PRIOR TO CONSTRUCTION OF BOX.
4'-0" MIN.
6" OPENING AS RE00 6"
SECTION SOLID CONCRETE TOP
4'-fi" MIN
TOP BASE SECTION
INTERSECTION
MANHOLE INVERTS
AS REQUIRED
T' THICK SOLID STEEL
PLATE (ALTERNATE FOR
CONCRETE SLAB TOP)
RISER SECTION
V TO 4' AS REQ'D
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°€.
w BASE SECTION
a 2' TO 4'
m 2' TO 4'
.
0
N
��4'-O" MIN.
BASE
SECTION WITH CORED OR
CAST OPENINGS
GENERAL NOTES:
CONCRETE SHALL BE 4000 PSI MINIMUM
REINFORCING STEEL ASTM A-615 GRADE 60
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STRUCTURES SHALL MEET NCDOT APPROVAL TO
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ALL SOLID BOXES SHALL MEET H-20 LOADING
TO A DEPTH OF 15'-0".
PRECAST BOXES SHALL MEET ALL NCDOT
STANDARDS
ANY MODIFICATION TO ANY PRECAST BOX MAY
NULLIFY H-20 LOADING ABILITY.
ALL JOINTS TO BE SEALED WITH BUTYL
RUBBER JOINT SEALANT CONFORMING TO THE
REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS.
SHALL BE REQUIRED ON BOXES OVER T-6" IN DEPTH.
STEPS SHALL BE COPOLYMER POLYPROPOLENE PLASTIC
AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478
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30101 PRECAST STORM DRAINAGE STRUCTURE DETAIL
SCALE: 1/2"= 1'-0"
NOTE: DIMENSIONS VARY FOR PIPE
LARGER THAN 2411
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Project No.
20424
Data*
14 November 2004

)pyright 2004 Hite associates
C 40 "r 37cm
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TOP OF DM
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4'-4"
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�� ��
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STEEL
Bit 3'-0"
ANGLE%2"x�/4"
ANGLE.
. BOLT TO CONCRETE
4" SOLID ROWLOCK
2%"x2%z"x1/4" STEEL
WITH SST. EXPANSION BOLTS
UTILITY BRICK, PULL OUT 1"-
ANGLE. BOLT TO CONCRETE
AS REQUIRED.
MATCH SCHOOL BRICK
WITH SST. EXPANSION BOLTS
ALUMINUM BAR GRATING
AS REQUIRED.
4"x4" PVC TEE WITH 4"
STANDARD MESH CUT TO FIT
FLUSH WITH TOP OF BOX - LIFT
TOP BOX EL.- 29.58'
TOP BOX EL.- 29.58'
CAP. PROVIDE 4" PLUG
oUT
0 a
0 0 0
W/ 2" ORIFICE
1"
T0I/'p
IL 2"ORIFICE IN 4" CAP - 29.00'
� `. `�`
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.'
3' �PVC -PERFORATE WITH
4"
GATE VALVE
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HAND WHEEL
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36" RCP 1
4" DUCTILE IRON PI E
B
PROVIDE HORIZONATL REINFORING
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36" RCP
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BOTTOM BOX.25.00'
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3000* PSI
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* 5 VERTICAL BARS
4'-811
�7
* 5 VERTICAL BARS
12" O.C. EACH WAY
0 12" Q.C. EACH WAY
Section B-B
6" STONE BASE
Section A -A
6" STONE BASE
-04J
A
Plan View
304. 1 OVERFLOW
SCALE: 3/4" = 1'-0"
'E VALVE
VD WHEEL
STRUCTURE
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Projeot NO.
20424
Oates
14 November 2004
Drawbg no.
304

UUMPLU t. AT tnS !G
JACKIE T. AYERS
DB 1327, PG 881
PC G, SLIDE 18-3
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29
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� •_ \ � N80° }3'38"E f � � _ �5728a, lz,
NEW FILL BEIR t 30 28
'X.-2',DROP INLET
RIM 29.50' •! \� _ \ 53. r' b2 /2s
INV 26.50 •/ s79.54'3T• 9g 99 6�A x
SIP 5�,4 s / r i
TEMPORARY ILT F NCE 36" FE
31 __ _ _ _ _ - - _ -�__ INV-25
�— - = �� s1P s •_i2 " - �srN �� - -' ` x��.8 - -- -- _ - - - _ . 20'00'
`�
\� Q ' j-- - 9 CL ASS
--�29 TOP; OF DAM EL. 32.50'
48" INV-26.00'—
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x 48' - 24' RCP - \\
10'WIOE '�
INV 24" RCP i r �CLASS "B" STONES �' 30 \- 1�
3'x2' SPILL BOX
j SPILLWAYS \ TOP-29.58'<• 1
I a 6 BOTTOM-25.00'
WITH _ I i x3 SEDIMENT POOL w S 37 ~
)PIES EL.25.00" sp WET DETENTION
5x5'x22' rH7cK<< �2:'z -POND
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� 5 ,`\IINV-28.00' RIP RAP WITH FABRIC
UNDERLINER
' 36 1! 0.777 x x x A r�-
DI-1 NOTE: 10.959 ACRES _
365 RIM-35.00' NEW SWALE WITH h. CHAIN LINK FENCE AND GAT SAROUND
x CUT INNEw wV 29A0' / 41SIDE StOPES \ WET DETENTION POND IS UNDER
3' X 2' DROP INLE T
RIM 34.00' •/ �-1` '� �� _ _ 4— �. �--- L AL.jF_RNATE BID
INV 29.08 •/ J �� _ _ ti °
3� x
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4[ TC— 2" 1 `�
6': ABC
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34 L�~�f \ \
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45 BD GATE BY OWNER _
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GRADING UTILITY & EROSION CONTROL PLAN
zo�.� SCALE: Zoe
THIS PLAN ILLUSTRATES NEW AND EXISTING SITE CONDITIONS
9f!92009 9:33 00 AM