SW8960823_APPROVED PLANS_19980724

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 01li O$2-3
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I c)g 8 C—1 -zt
YYYYMMDD

D T"aE i o FF=101.5
M MOW j
10. CONTRACTOR j W r / N
RESPONSIBILITY. PLANS MAY NOT REPRESENT A BALANCED EARTHWORK NOG.13 •.
CONDITION. I / ' r coo kt -;--
19. USE WHITE LANE MARKING PAINT FOR ALL P .VEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ',LKYD. FS TT-P-115. TYPE 11,
\
FACTORY MIXED. GXIIpG DRYING. NON-BIF:DING.
20. NO CUT OR FILL SLOPES SHALL ExCM-) A SIDE SLOPE OF 5 N
VERTICAL TO 3 HORIZONTAL l ig - 5AN -
SSLtH
21. ALL DISTURBED AREAS SHALL BE GRASSED NATFIN 30 DAYS OF .` IE
'E DISTURBANCE.
FZMSTINc us �tR),
22. ALL EROSION SHALL BE CONTka+ED INCLUDING SIDE SLOPES BEFORE I HC
HC
THE PROJECT IS COMPLETED.
,• ��
23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION 6 /
THOSE SHOWN ON THIS PLAN OILS PLAN ARE NOT EFFECTIVE. COORDINATE
SUPPLER FOR RELOCAIM 4
24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING BITUMINOUS OF EXISTING GAS ONES N
s. . BITUMINOUS' - -- -- O
CONSTRUCTION OR AS SOOV THEREAFTER AS POSSIBLE. PAVEM� NT , --�-aYARD r1 _____--
;: 5, ; I �ivo.�-Lao 1 to- cNoo Pve TTr-too.o• o
25. CONSTRUCT THE DROP WN ETS WITH PROTECTION TO ACT AS A SILT rPARXNiG L T1 I INv..J9E2'
BASIN DURING CONSTCTION. EIt}" RU�' _ •
SIGN
26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE t2V•> I 4
ACCUMULATED SET AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. t K ' �,; 1 J
UPON COMPLE110N OF PROJECT ALL 1 P
W
27. REMOVE TEMPORARY MEASURES ! 1 5 -� ---
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT. ,� l
: \
28. REFER TO THE PL'JIABMIG DRAWINGS FOR LOCATION AND INVERTS OF O ETPARKING LOT TO NtECE1VE UP-Flt TERIAAOICHEN 01.
MIitJ
NEW WASTE D WATER LINES. I PP� ASS_ME::• FLEVATION: PP SPIKF IN PP Naswc 100.30' J
.-- 1' >I PARKING FOR 52 CARS I C900 P11C 1
29. SEE PLUMBINC DRAWINGS FOR LOCATION AND INVERTS OF CONDENSATE O n ROOF ORAN
DRAINS. TV' -GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE Z b 17 of 8 $
LINES TO 11E UNDERGROUND CONDENSATE DRAINS AT THE REQUIRED 4 I
DEPTH TO DRAIN. • ! �. t t •
i 1
30. THE FINISHED [;[HOUND ELEVATION AT THE BALDING PERIMETER :III �- 1 „
SHALL BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR h � � O• ,
1554
ELEVATION EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. 6• PVC O 1. - Tom1
•i W.-979 \
•\ .•
2 C MBAy1 t 01. , • t . - • .. -----
11\\ �-1r HP11C
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Om ftIT m m o�iatil0 I r ti �i I ; STUDENT 'DROP -or M s $1SIDENT •DROP -OFT'• LANE M
OUTLET STRUCRIRE I oI I I
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1aN•�i'Er,t: wr i�
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SITE WORK NOTES- lo.w, =
H
mom J :1 M.
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED tsome
WITH FIELD CONSTRUCTION CONDITION ii'" NW101M� '
�M
- •PlXwan MLA N195fN10q
LOCAL � so -
2. CONTRACTOR SHALL
FIGHTT OF WAYS WITH PR NATE� � ANDSHALL MEETANY
REOUIREMENTS AS 70 TRAFFIC CONTROL AND CONNECTION TO EXISTING •' �`
STREETS. POND SE��N A -A
. a aa� ec.tr
3. CLEARING AND GRUBBING'- REMOVE ALL TREES, STUMPS, ROOTS, 1.47
SHRUBBERY, ASPHALT. CONCRETE. STRUCTURES. BURIED UTILITIES,
STORAGE TANKS. M. VAIHIN UNITS OF CONSTRUCTION.
m
4. STRIPPING: BEFORE EXCAVATING OR FILLING. REMOVE ALL -�
TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL top
. MUCKING: REMOVE ANY SOFT. ORGANIC SILT MATERIALS AND /tom O' • V
5
EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO < W 3
SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS
SPECIFIED. T PROPERTY LINE
GRUBBED STRIPPED OR EXCAVATED SPOIL 1SRCP DI '1S• R tl
6. DISPOSAL CLEARED. ' (j
SHALL BE REMOVED FROM SITE. - r ».2t - Ips ` tom- Top
100
7. BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REOVIREt7 FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS t `�
ASSOCIATED WITH BORROW OPERATIONS. . TO +G F VA70CAFEITAIA tpp
10 ,: M .OVAIID FOR rostew tw[ STatr swat aA�aoow
�iin R) O� BIRIMC, TO R
Wr__
Mt' :PUAP06E RM.O s� r1
8. FILL AND COMPACTION: SEE SPECIFICATIONS
S. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED T' r�
CONSTRUCT HIS WORK. 101.41
10. THE CONTRACTOR S RESPONSIBLE FOR THE LOCATION AND !o E�57\M1GCANOPY ATURE M MARL
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. ' CANOPY' ECK'10 BE REMACFD BY ONNER
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY t• n I ( FLAGPOLE L
MdOM & CREED AND PROVIDED BY OWNER. I - t
4W
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITEEXISTINIG SHED
3 p ' h W B Rv rAIED PDIt ' MIRM
BY o m 1YDP"�
13, THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF p oo
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES M iH _ YARD 1W
APPLICABLE AGENCIES AND AUTHORITIES ` ,_ I SIDEWA! V NEW TE au -tOLo•
_ E TINS: TOP
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SH' i o N , e vouS ;iG
CONFORM TO NCDOT STANDARDS. ' W"' ' E t Room ' N / * I TO Roue Q
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO ME-. LF ;,AL g
AND STATE PLUMBING CODES. METER AND TAPS SHALL ;NEE' ALL LOCAL
Tm !
REQUIREMENTS.
• "SIT 1
16. ALL AREAS SHALL BE GRADED FOR POSITIVE ORAINf'.E. N
M GPM' >
17. SEE S Kt ME REPORT 1063-95-009 DATED JANUI•.Y .'J, 1995 ; 'is t RE1AC"T
FOR ADDITIONAL REQUIREMENTS. 16 1$ � Iwo K
SHALL NOTE THAT EARTHWORK OJM' .[TIES ARE HIS+
A i . 9 �Ir DTP. CONCRETE ; �r W.
VC
6- PO 1.0% \ j /HCC
NivD I 0 9p. t4////// i/ SS / eIIIY - wLANDSCAPED
' 1
Nm um ocu r mm. !" f;PP i
JF
a f� a. a AVxlw4a j
caw CONNECT TO EXIST. I IM� I 1 T + GRASSED
CAT 9H914BSASIN O j I 1 LANDSCAPED Nsuw-
r� aw • %1 1� t�tp for e I /j1t wtH aeourocovER
ow" IA
cow_ CoUM •WiEEidt4. - r tU P.•. I / .. VISITOR PARKING � EXINTN6 \\j{
�Q 29 SPACES (2 "Cl, t -MFT SiRUCRIE Q C%
-K7 �� t � TOP gtAlE-16.0
• O0/ \ , % 911E OD.
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tA{s1Eool .T. •mot-.._ -- - --
-0
OOROOP PLC TO HAVE SAo FOREBAY =':
EcnoN A -A IRAP, OW FOCI tr • ;. '•
LEAVE MID" AS Mow. - 'rE-£? ERIDAN ROAD
1Hrz10'zl' HIP RAP
3b.;J;
INLET STRUCTURE DETAIL a �� RETENTION POND DATA 50' R/W -A1OR
TOP =• 98.0
SmcTNE 0
DL�MIJTIoW
Mv. 10•Mi1M1NM
AEA at NEXT STRUCWW
mv. m oulm
OR HIM STMICIUE
IW ORATE
2
M 5
9R.D
W &
9L0
NORMAL POOL = 96.00
cIBOY 6,840 SF SURFACE AREA NOTE
FLOOD POOL = 97.00 1. ELEVATIONS ARE BASED ON TEMPORARY BENCH MARK
1 8,250 SF SURFACE AREA RR SPICE IN PP ZA43 - ASSUMED ELEVATION OF 100.30
Q9.'t9 BOTTOM = 92.5
N
v UTILITY LlXAnD N VARN lW-
W -
0 THE U1aMR11M UnLIMS SHWN HAVE TEEN LOCATED
O_ FF04 FIELD SURVEY WORNATION, EXISTING DRAVDGS,
Axvm nF1> mTlm PROVIDED INY 9ITlIX= LECATM
le CCPANY, DC.•.THE VJWEMR MANS W GUARANTEE
Ne THAT THE UMIERMOIIID UTILITIES SHOWN COMPRISE
0 ALL SUCH UTILITIES )N TIE AREA, EITHER IN SERVICE
0 ER AWaOIED. THE SURVEYOR FURTHER DOES NOT VARRANT
PO THAT THE UNDERGROND UTILITIES SHON N ARE IN THE
GL EXACT LOCATION DHDICAT0 ALTHOUGH HE DOES CERTIFY
Q THAT THEY ARE LOCATED AS ACCURATELY AS POSSUILE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS HOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
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VICINITY MAP
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FEW LOCATE EIOSCNF. LIES 10 -Emuw am f
OF CONNECTION PINT. OOORDNAW NCH
9AM C ONE STORY WNY, CLASVMU NEW HARM SCHOOL NANTAINE NOE PER90NEL W
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r--••+-S WILMUIGCON. N.C. Z
LEGEND t 0 I M AMWW ! OW PRNCPAL: JAC
I m n4 No. 96155 PROJECT KMP
PROPOSED FMSFED SURFACE ELEVATION Q w ARCHITECT:
=N TORMWATE IRSMtIED BY. JAC.KYP
IL o 21 R a••Tw DRANK I DY.KNP
IHKLB PROPOSED TOP OF g1R9 ELEVATION ` = o w •,�r j CHECKED BY:
PROPosED CONTOUR tBE �} �¢ E C E I V E 1 !y'b ` PROJECT NWBER: 9439
., wLL Ro (J q CARD FILE: OLDGS17E.DM
-'�-- EXriTNG CONTOUR LINE LLo S JUL 01 1998 D EAl SHEET NUMBER:
c:tT966
NO EXISTING WETLANDS IN =" �VJ Q=�� N PFlOJ# D ;3Z3 -.�'Sy • IR �����_� -
SITE AREA. �••a,'°N/TRIP ��r

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EXISnNG IBUS ENTRY
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co
41
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9
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90.050.
_ -
— — PROPERTY U"S.� — —
I
0
MT"G ONE STORY BRKT( CLASSROOM
amnim TO REMW
O
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O
OI
ow COIMRETE
WALKWAY TO 3F SAND
ROIAM. 25 80X 00
y 'ct
Z0 : N
(n II
Y
PAINTED
BITUMINOUS
PAVEMENT
HC
r lJ
V
EMSTING PARKING LOT TO RECEIVE UP -FIT.
PARKING FOR 52 CARS
O
RELOCAT
CLASSROOM
TO BE REM
m
RELOCATABLE
FF=101.5
CLASSROOM
a
TO BE REMOVED W
o
_
l
y
S89038'36"W 250.00•
IPS , �,_ps —
SHERIDAN ROAD
50' R/W
NOTE: ALL DIMENSIONS ARE FROM
FACE OF CURB TO FACE OF CURB
UNLESS OTHERSIDE NOTED.
QWOOO
gi
lDO.
r OIAO - wu
Ic;c
EASUC 0?9 STORY MUCK CLASSROOM
VJKDPOC% TO POWN.
EXIST COMCRER
WALKWAY TO
REMNK
LEGEND
STANDARD DUTY PAVEMENT
NEW CONCRETE SIDEWALK
VICINITY MAP
1
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I
S8505305"W 2.90�r
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FENCE '
47 CH AINUNK '
PLAY AREA
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LAYOUT PLAN
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ANDREW & KUSKE
CONSULTING ENGINEERS
VOLMINGTON, N.C.
© IM AW EW k KLIS E
,,,E M. 96155
11966
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PRINCIPAL
JAC
PROJECT ARCHITECT.
KNP
PROJECT NUMBER I
CADD FlLE: RDGSITE
SHEET NUMBER
C111111111111111111111111112-
DATE-
JULY 22, 1996

SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED
WITH FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL
TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND
EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO
SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS
SPECIFIED.
6. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL 15' RC
SHALL BE REMOVED FROM SITE.
7. BORROW MATERIAL- THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
B. FILL AND COMPACTION: SEE SPECIFICATIONS
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
Mc KIM & CREED AND PROVIDED BY OWNER.
12 THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCOOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE S & ME REPORT 1063-95-009 DATED JANUARY 30, 1995
FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS MAY NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
2& NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 5
VERTICAL TO 3 HORIZONTAL.
21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
23. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE.
25. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT
BASIN DURING CONSTRUCTION.
26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
28. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
29. SEE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF CONDENSATE
DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
LINES TO THE UNDERGROUND CONDENSATE DRAINS AT THE REQUIRED
DEPTH TO DRAIN.
30. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER
SHALL BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR
ELEVATION EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
101,47
P
700
tp0
70B I?1PROPERLY LINE
Dt 5' R
9E 95.28 CN UPS d 10p.IV i
••
f�-
00
m Q IPS
VICINITY MAP
/ iI EXISTING KITCHEN/CAFETERIA \\\\\\ �700 1E*STING ONE STORY BRICK CLASSROOM
TO BE RENOVATED FOR 1 BUILDING, TO REMARI. j
NEW MULTIPURPOSE RM.
: 99
\ G��
,op ,00 I ; ,00 /�-700 �
EXISn CAm)PY TURF TO REMAIN. f
I CANOPY ID BE REPLACm BY OWNER E osT CONCRETE
WALKWAY TO >< l SAND i
REMAIN. 25 Box
4' W o0
'o
EEXISTINGEXISTINGSHED
� YARD INLET 100
E19511FIG AUDITORIUM BBYY R�E)MOYED TOP-100.0'
S TO BE RENOVATED FOR NV.-9&5' < L`
U' SIDEWALK. YARD *NET
= 1 `• NEW MEDIA CENTER i >E 1�TOP-100.0 I�i (//\l` O -
_ Z ~ SSgHI INV.-98.5' 8' C900 PVC-�i o p ` ,00 ,CC \ o ( O
i 4 T
\ �1.7 EXISTING 1 ! 1 707 O
cRa O uc>aT '^---�•i � � BOILER ROOK 1 //fi�t Ot. Ot. 1 5 % / � I O
I 1 < TO REMAIN I Y j w 701
/ E
0 DO
j
Ir
cil
'p 'o
CSIbN eIe 'o LIGHT # r'L� i \'1 YARD INLET coN TBursORMER i 6c
PP to j - Y m TOP=99.9' J _ '�
3 w v i RELOCAT aG R ATABLE 1 ` p INV.-98.4' ,�^.....- o, _ N
TO BE RoM f s FF=101.5 o
N 1 �.
1 --1
oo TO BE 8E REMOY$D (\ I $ r r100 ! ? 0
100,73 c9, i I' ' 1 \ 1 U s s' `rr-��' LP. GAS
I --."-C9OO P "'-- -- Z A90YE VF:o.
I o
1 I I �pC�
8' , VCR* (r ' F
,. r�>; rn _ `• ._ k i ��, � � � I 101
B00! IbVC
8 SCH 40 PVC
- I - --f CONDENSAV-DRAIA/-_ __,-. __ -< �„ �7 G Q 0'
--- -- -- --" I I ��-- CONTRACTOR SHALL CONNECT 4' WATERLINE TO .-S 8 5 • �J 3 C
1 Z 4- ---� EXISTING WATER DISTRIBUTION SYSTEM AT WELL HOUSE. 7
YYp�ARD INLET FIELD LOCATE EXISTING LINES TO DETERMINE SIZE
E .o, - Fig \ p /"---� / ■ I�IV.98.3' OF CONNECTION POINT. COORDINATE WITH ;+ /
EXiSTv:: t. E;nt ! FED ow.� f �O �\ 0 1 i E)OSTINC ONE STORY BR:CCLASSROOM
'n. aSSROOu NEW HANOVER SCHOOL MNNTNNENC£ PERSONNEL 1 \/
' \, 1 B.OM, TO MAN. tot
• s HC HC HC IPS IPS \z0,9
NEW R
15-
; ' `^ � COORDINATE WTH GAS __ - -
EXI GA U nl SUPPLIER
FOR AS ONES.IN 4 i 1 1 - I
I _
/ I. SIG - -- -- f 101-- ` I
----fi-iYARD INLET � - --i 70• C900 VC IE 991e
OF lil
PAVEMENT C.O. I J I -100
Sk ! INV.-98.0 I 10' C900 PVC TOP=/00.0'
j �� :PARKING L'�'.; - INV.-98.2' r,i p1L.fY - _ -
\ EYIST CONCRETE _ 4 j
G
, i IE t�
9Q .. .' i . rp� I }IE � A Y rCuat� - - - ( �•
-, I I - • 101.5
3333����
w 1 k� 5 �:
_ w 17 2At
(] '• FP-----r'BM RR S?'P•t. I<\ PP EXISTING PARKING LOT TO RECEIVE UP -FIT. NEW[AFETERIA/KITCHEN 01.0\ 1
f I `" ASSUME) ELEVATION 100.30• / I YARD I T
1) TOP-99
v PARKING FOR 52 CARS 12' C900 PVC I / ; j INV.-98.2'
ROOF DRAIN ti
7 I 01.0 S y
c: 77 4
1 I O -
t I
aoI
• ® 1 .
r
1 d • YARD 1 12' C900 PVC �c
T ° TOP-99.5'lot
t
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'I ag CATCH BASIN i 01.0 - _ '., \ ••�• .. • : • • �i `12' C90�PVC.• YARD INLET
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j \ 4O•
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STUDENT 'DROP-OFF' 99.5 SJUDENT 'DROP-OFF' LANE
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P D / 99.0 99.5 141 V % _/ HC HC LANDSCAPED
WITH GROUNDCOVE
PP 1 � iii665
• _+ • 1 it GRASSED '(0
9D.0 1
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WITH GROUNDCOVER 15 99.5
/i/ /
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&' INLET S1RUCILIRE /2 O
29 SPACES (2 HC) V
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NV. n) INFILTRATION AREAt96.5
NV. OUT-96.0
99.37 c 98
00
do
n 1 FES
N III / m°/ a� S89.38'36"W 250.001N"W-0
UTILITY LOCATION WARNING
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION, EXISTING DRAWINGS,
AND/OR INFORMATION PROVIDED BY -UTILITIES LOCATING
COMPANY, INC.-.THE SURVEYOR MAKES NO GUARANTEE
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA. EITHER IN SERVICE
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
10141
ti
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98.7 ; •,
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rz
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99•G9
i
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h
INFILTRATION
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5,300 SF SURFACE AREA
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0,000 SF SURFACE AREA
REQUIRED O TOP ELEVATION
OF 97.0
SHERIDAN ROAD �ENERGY
RIP RAP
ENERGY dSSIPATTXR
50' R/W FES'NV.-95.9
NOTE
1. ELEVATIONS ARE BASED ON TEMPORARY BENCH MARK
RR SPIKE N PP ZA43 - ASSUMED ELEVATION OF 100.30'
FES
INV.-96.5
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LEGEND
01.0
PROPOSED FINISHED SURFACE ELEVATION
100.E
PROPOSED TOP OF CURB MEVAM04
-��
PROPOSED CONTOUR LINE
`-TOO-
EXISTING CONTOUR LINE
mz0
IM"`97•50 GRADING & EROSION CONTROL = _ U
ANDREW & KUSKE GL W J O
0 15 30 60 90 Z Z
CONSULTING ENGINEERS
STORMWATEh WILMINGTON, N.C.
© t99e ANOREW k KusxE PRINCIPAL: JAC
FILE NO. 96155 PROJECT ARCHITECT: KMP
E C E I V E D DESIGNED BY: JAC,KMP
lu u{ DRAWN BY: DY.KMP
•aau.E..,
AUG 2 6 1396 °� t ` y PROJJEECT UMBER: - 9439
CARD FILE: BLDGSITE.DC5
PROJ If SW-3Mco-a3 Z_ A- 1. SHEET NUMBER:
° 11966
C-1
DATE:
ge�c^I►� JULY 22, 1996

NOLLAND OR
x
V
SITE
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED
WITH FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL
TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND
EXISTING BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO
SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS
SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL
SHALL BE REMOVED FROM SITE.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: SEE SPECIFICATIONS
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
McKIM k CREED AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE S k ME REPORT 1063-95-009 DATED JANUARY 30, 1995
FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS MAY NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
a 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
20. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 5
VERTICAL TO 3 HORIZONTAL.
21. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE.
22. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
23. MORE STRINGENT MEASURES SHALL BE USED TO IIALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
24. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
I CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE.
q
25. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT
BASIN DURING CONSTRUCTION.
26. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
27. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
28. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
j 29. SEE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF CONDENSATE
7 DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
.j LINES TO THE UNDERGROUND CONDENSATE DRAINS AT THE REQUIRED
_i DEPTH TO DRAIN.
30. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER
SHALL BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR
ELEVATION EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
N
UTILITY LOCATION WARNING
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION, EXISTING DRAWINGS,
AND/OR INFORMATION PROVIDED BY 'UTILITIES LOCATING
COMPANY, INC.-.THE SURVEYOR MAKES NO GUARANTEE
THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE
ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
101,47
15' RCP
10T a;
1 G`-t./h
W
99.80
1 1fie- r.--1o0 IE 97.9
00
a '^ /-
-- '100
r�� T INE
P,,PROPERTY L - --
15-
G_N � / -,0� iko
I \ ( FLAGPOLE ,
j \\
h
2
/ II EXSTNG KITCHEN/CAFETERIA \ �700 Exrnws ONE STORT BRICK CLASSROOM
II TO BE RENOVATED FOR BUe.DINc. TO RFM.AIN. \\\
!I NEW MULTIPURPOSE RM. 10
OJ
f II I ECANOPY)DECK- BE XISTN.
BE
CREPLACED BY OWNER "sT coNORE
WALKWAY TO
I F ` SANG
REMAIN. t5 80X
I I
TO SHED
REMOVED i YARD WET j 100 { c
TO BE i RENOVATED
F � BY OWNER 0.0. TOP-9&5' � Z ; I
TO R£NOVAIID FOR yST YARD INLET INV.=98 5'
NEW MEDIA CENTER ` m
L`J IE 94.1
TOP=100.0'
1 SS411: NV.-98.5' 1 p 0 �/ _pGl
� B• c9ao Pvc�4 I
o
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CLASSROOM �, , _s FF=101.5 I ~ I 4�-,01-_ - --�
i rt -
`� �c I TO BE REMj BE REMOVED
1
z
s• c900 PvIj
�.
8" 900' I�VC
1 1
0_ Sri I I
- 8CY 1
f" SCH. 40 PVC
I r CONDENSATE DRAIN- -- --.
T A TO
CONTRACTOR SHALL CONNECT 4 WATERLINE W
Z cr I EXISTING WATER DISTRIBUTION SYSTEM AT WELL HOUSE.
_ 9 , URD INLET FIELD LOCATE EXISTING LINES TO DETERMINE SIZE
- 1 ® 1}JP OF CONNECTION POINT. COORDINATE WITH
E 9; s ' \ o /" _...� T I V.198.3; >esNEW HANOVER SCHOOL MAINTA94ENCE PERSONNEL
44 FiE ® 1 Er,Ne ONE STORY BRI:.;.: aROou
i nss
F}v.hI �/� ` p C p 1 i 1
t j BUILDING, TO Ryl/AIN.
p Cl-
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COORDINATE WITH GAS / I -
EXh? rA LI SUPPLIER FOR RELOCATION 4 1 -
T ti \%I r OF EXISTING CAS LINES. 1 I 10" C90OI VC
�\ - -
P A VE N� t� T C.O. j 10 C900 PVC c
I I INV.-98.0 - - INV.=98.2' �� I
L711 , • WY,LLKW \ONCPE •E _ _ / r
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101.5
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9E o' ` C PIPE INKNI ' i - ----- .l
5
j 15"F __ - IAO-
ou- . .+ . SP;1;K i\ PP NEW AFETERIA/KITCHEN 101.0\ I \-YARD I T
,BM EXISTING PARKING LOT TO RECEIVE UP -FIT. 111
ASSUME % ELEVATION 100,30• /, (� TOP=99
,_� PARKING FOR 52 CARS 1 I I INV-98.2'
12• C900 PVC-
IL-1 ROOF DRAIN
Ij 17
I, M
18" RCP ly,i
14
I II
I
99,139
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TE 98.13
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8 1
s j
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co
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4
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YARD NLE
TOP-99.5'
INV.-97.9'
W -4r--
12
i
/ \ STUDENT -DROP-OFF" L E !22 S/lUDENT "DROP-OFF' LANE \ '
\ a% \\
12' D.I.P. CONCRETE 1U0
12' D.I.P.
\1 FLUME 98.5 ,
99.0 99.5 14//// ` 1 % HC 'CA
WITH GROUND ISLA
OW
o op
99.0 11 g D, a GRASSED 99.3
LANDSCAPED ISLAND WITH /411
TH GROUNDCOVER /// /
1 ,
19&
VISITOR PARKING 1 ' INLET STRUCTURE /2 G
29 SPACES (2 HC) i
1 , TOP GRA7E-9&O
oS� 11 INV. TO INFILTRATION AREA}96.5
�, •- NV. OUT-96.0 J
Ob Go
FES
S89038'36"W 250.00�"'v..9e.o - _---
INFILTRATION
AREA
5,300 SF SURFACE AREA
REQUIRED AT BOTTOM
ELEVATION OF 96.0
8,000 SF SURFACE AREA
REQUIRED • TOP ELEVATION
OF 97.0
SHERIDAN ROAD \.Iox/0'x1' RIP RAP
ENERGY DISSIPAIOR
50' R/W FES NV.-95.9
NOTE
1. ELEVATIONS ARE BASED ON TEMPORARY BENCH MARK
RR SPIKE IN PP ZA43 - ASSUMED ELEVATION OF 100.30'
C900 PVC
CONC
FES
INV.-96.5
VICINITY MAP
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CONSTRUCnON ENTRANCE
i,
A
471.06'
• S86'
39 48„
LEGEND
01.0
PROPOSED FINISHED SURFACE ELEVATION
100.E
PROPOSED TOP OF CURB ELEVATION
-,-I
PROPOSED CONTOUR LINE
---100---••
DUSTING CONTOUR LINE
FES
INV.-97.50
\{ o z a
101 -_1 j j J' i <
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GRADING & EROSION CONTROL = _
1• 30 Zold
H
ANDREW & KUSKE OL LL O
0 15 30 60 90 CONSULTING ENGINEERS Z Z
WILMINGTON, N.C.
STORMWATE „ s 4 ® 1996 ANDREW KUSKE PRINCIPAL: JAC
FrE ,p, 96155 PROJECT ARCHITECT: KMP
DESIGNED BY: JAC,KMP
SW 8c(C�BZ3 � DRAWN BY: DY,KMP
�puuun�
C� I V E CHECKED BY:
PROJECT NUMBER: 9439
AUG 2 G 1996 pU r1 6,yyb _ 9': CADD FILE: BLDGSITE.DC5
�'j L • EAL SHEET NUMBER:
PROJ r ' 14,0SZ3 11966 i
0�G,
"�1 �� �P A�`,,,•, DATE:
JULY 22, 1996

3'-Cr
E 2'-O' I
> o 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 0 o c
14°C°0°1R°o°q°o°P.QOQ°P°o°q°o°P�o�.4°o°P°o°c
k — r MIN. COMPACTED STONE
CONCRETE FLUME
NT5
PIPING TO OUTLET
OR NEXT STRUCTURE
SEE PLAN FOR PIPE
ORIENTATION
A
CONC. COLLAR
STORMDRAIN
RI MANHOLE R MANHOLE &
COVER
CONC. COLLAR
BRICK MASONRY OR PRECAST
CONCRETE
_m,,FLQW
�I
3000 PSI CONC. —
II2i
PLAN
BAFFLE ELEV.
SEE TABLE
PIPE TO
INFILTRATION AREA
SEE PLAN FOR
ORIENTATION
=tFCASTING
NOTE: USE DEWEY BROS.
CH-BN 3A OR APPROVED
EQUAL
PIPING TO OUTLET
OR NEXT STRUCTURE
SEE PLAN FOR PIPE
ORIENTATION
ASPHALT
PAVEMENT
GRATE ELEV.
SEE TABLE
x
• �.
a%
BAFFLE
All
NOTE:
DROP INLET TO HAVE SAND
SECTION A -A TRAP, DROP FOOTING 12" &
LEAVE OPENING AS SHOWN.
STRUCTURE N
INV. TO INFILTRATION AREA INV. TO OUTLET
TOP BAFFLE
WALL ELEV.
TOP GRATE
i
1
96.5 96.0
97.0
98.0
PP AWN VIEW
e•-tr
7/to HOLES
FRONT VIEW
1/r ,/r R IN:RMAR
4.1!
I"�I 400D P51 •
28 DAYS
/V
wID,H 1, IENCHr x NEM,/R
END VIEW °' x r-ar x sr
WHEEL STOP DETAIL
NTS
r TYPE 1-1 (NCDOT)
-IT' ABC STONE (NCDOT)
HEAVY DUTY
PAVEMENT SECTION
NIS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
RJM. a
FCC = A16
NTA11J w
ON M FUNS
NMtN. VACM
QA69 I
BACKFILL TO TOP OF CU
CLASS A CONC.
�II
ASPHALT 3" R •"3rR,
b
N
4• tl�R •. ,
CURB SECTION
RM
to
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�.
ho
A •
ILE
fR4/i SAA07LL
All.
QASS I, 2 OR 9
P.
MN. Q.A16f I OR 2 -
not ZONE
611 OD, 61'
LAWN, 1w.
i I_i I I.I I I-1 I I=1 I I I
9rAVa
rOIN7ATOIJ
I2UJGTII.E IIZON FIM
FM MVPNG MALS
%AE4C
�011J9A710N
AA117C70/L.
1'-6' x V-0' x .080 STD. ALUM.
b
I U
MIATE WIRES n
b�
I
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 37 IN WIDTH AND
SMALL HAVE A MIN. OF SIX UNE WIRES WITH 17 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN MGM AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE
1 1/7 LONG
TEMPORARY SILT FENCE
HANDICAPPED PARKING SIGN
TO READ 'RESERVED PARKING
WITH IDENTIFICATION SYMBOL
o
BOLT TO WD. POST W/ 3/8' CALADIUM
PLATED NUTS, BOLTS & WASHERS.
I r x 1'-G x .090 STD AU1M. SIGN
TO READ 'VAN ACCESSIBLE.
BOLT TO WD. POST WITH 3/B CALADIUM
PLATED NUTS, BOLTS R WASHERS
9r x 1'-0' x .080 STD ALUM. SIGN
0
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
DETAIL
CURB
SHEET
cc
BI
CASTING
NOTE: USE DEWEY BROS.
CH-SN-47 FOR YARD
INLETS.
PLAN
SECTION
YARD INLET DETAIL
NIS
GRAVEL FILTER
K
WIRE SCREEN--N `-CONC. BLOCK
GRAVEL FILTER
WIRE SCREEN
FILTERED WATER OVERFLOW rFILTERED WATER
OVERFLOW--� RUNOFF WATER /
RUNOFF WATER w/SEDIMENT--
w/SEDIMENT
SEDIMENT —' '—DROP INLET w/GRATE SEDIMENT'
WIRE SCREEN CURB INLET
\__2x4 WD STUD
SPECIFIC APPLICATION SPECIFIC APPUCATION
THIS METHOD OF INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLCABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABuTY IS NECESSARY TO
CAPACITY IS NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
EXCESSIVE PONDING AROUND STRUCTURE. OF STRUCTURE
EROSION CONTROL AROUND INLETS
NOTES:
1. SIDEWALK THICKNESS SMALL BE 4 UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3, THICKEN SIDEWALK TO W' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/r EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS. AT STRUCTURES. AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLJNG CURB OR STRUCTURE
7. REINFORCE w/64-10/10 W.W.M.
50' MAX. SPACING
BLDG.-STRUCTURE
PLAN
1/8'R TOOLED
NT --1
1 /2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.)
1/4`x1' DEEP w/AN
1/6"R TOOLED JOINT
CONTRACTION JOINT (C.J.)
PLAN
C SIDEWALK
3000 PSI .� 5
CONCRETE CUT OR TOOLED _ 1 4' 3•R
JOINTS �{
a
P
1v lil=1 \ I=1 I I-1 I _
6x6-10/10 W.W.M. COMPACTED a�
SUBGRADE 4 I i t I II i I
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1/r ASPHALTIC PREFORMED
TT EXPANSION JOINT
III., I WE I 11=1
6x6-10/10 W.W.M.—�Coul
Y
L
rR
1='''
SUBGRADE I• 6 ' I I
Ir
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
GRASSING DETAIL
SEEDING MIXTURE
SPECES 1 RATE OD/am)
PENSACOLA BAHMRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/acre CENTPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME MID FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 ID/acre
GROUND AGRICULTURE UME90NE AND 50D ro/acre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF MOTHER SUITABLE
MULCH. AIIC N BY TACKING WIT' ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CM BE
USED AS A MULCH MCHORING TCOL
MAINTENANCE
REFERNUZE THE FOLLOWING APRIL WITH 50 Ib/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND NOW AS OFTEN AS NEEDED.
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ANDREW & KUSKE
CONSULTING ENGINEERS
WILMINGTON, N.C.
© 1996 ANDREW i KUSKE
Fac No. 96"5
FEAL
11966
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PROJECT ARCHITECT, K!P
DESIGNED BY, JACAF
DRAVN BY, DYAW
CHECKED BY,
PROJECT NUMBER, 9439
CADD FILE, BLDGSITE.W.
SHEET NUMBER,
C11111111111111111113
DATE,
JULY 22, 1996