SW8970314_APPROVED PLANS_20041123

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 �jy �(y
DOC TYPE El CURRENT PERMIT
5 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE o 06gIII 23
YYYYMMDD

REVISIONS
ACCESS/DRAINAGE EASEMENT Date Description
S 892927� E By
. AROUND DETENTION POND TO REVISIONS
R1 SfORMWATER
/ \ 82 .�76.99��,--�Beb7-- 89 BE RECORDED. I 7 +s 97 REVISIONSrER SLS
IMLV
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R4 REVISED
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rye. TOP OF BANK 27.0 /� \ �� \ � >s 30 F S. INV. 18.0 ++ + REVISIONS
c y4 66 68 CITY FLOOD POOL 24.5 F // / w/15' 15'x18" E.D.
\`� 2 24" F.E.S. INV. 26.2 STATE FLOOD P00 22.7 yy / / ��11 wo Se • tt
Exist s . » NORMAL POOL 21.0 •I^i o ♦ s` qe •o+ 9�?>" NOmg `gym•
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ACCESS DRAINAGE EASEMENT `' / \ �'" �•� -- 5
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° BE RECORDED. Mon.
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UTILITY EASEMENT 33 8 __- 11a \ h\ _1 \ III I I to q 0,
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/ �.F. E4. 41'01 I I (TMPI EMU LESS I I II \ �� CA/2 7 rc �° \ I 1
Units 264-268 \o C
OTHER ISE OTED I 44 t 248 As \ \
C ' �i \` �` 9 �- y U 'ts 259� 3 dod to be set ((��ent A I: \ 3�J 3�/ �N1 /
.,.......- ao3. 2 I I \ I Units 54-258 dorri aligrlm �� + Essi ~ .
=� -S 85'42'47" W o / I I I \ �� Units 50-253 / / 2, 12Q 6SSIDIel fut�re ten ion
° '•.
IP �9 �9 bo for P rlve EX Its so s E A L
of Rdn I used, \ NOTE: ALL DRIVEWAY CONNECTIONS TO _17
Future extension o 0 I 'is not CARLETON DRIVE SHALL BE STANDARD : Z 17374
corridor �, I lace
to
RondadllS Drive Apl N /13j 2/ W // \ I ► `will ibe r P S2 32,09„ W ' I "p CITY. OF WILMINGTON CONCRETE APRONS.
I i`/ ' �`11GIN1 '• �
`•
`
Mon. / I \\ I \ \ �� ?3 s 1LMUD =� a
a2 A� / \ N / ' Ism �s s - -34- - - - EXISTING CONTOUR DATE 03-20-97
NOTE: GRADING CONTRACTOR SHALL COORDINATE n0 / / 6 ` 0 ryry� EXISTING SPOT ELEVATION i DESIGN PGT
WITH OWNER/BUILDER TO FIELD VERIFY )9 3g 22 44� \ \ +o ` DRAWN MLH
ALL BUILDING ELEVATIONS PRIOR TO University of \ a. SITE DATA k
FINAL SUB-GRADE CONSTRUCTION. FINISH North Carolina 3� \ �, ,h PROPOSED SPOT ELEVATION
FLOOR ELEVATIONS MAY VARY. � � TOTAL AREA 36.4 ACRESt Tr+TTTr� CONCRETE SIDEWALKS
NOTE: ALL ROOF DRAINAGE WITHIN PHASE I SHALL at Wilmington 1 \ F ZONING Odcl „ >sF * TEMPORARY SILT FENCE C
wBE DIRECTED TO POND NO. 1, ALL OTHER g BUILDING AREA 372,706 SF 1
INSTALL JUST PRIOR �� I • INLET w/INLET PROTECTION
TO CLEARING m I ASPHALT AREA 314,340 SF TEMPORARY DIVERSION SWALE
ROOF DRAINAGE SHALL BE DIRECTED TO � \ SM PI" PATIOS do WALKS 64,340 SF "'
POND NO. 2. A Mor. 1 60
NOTE: NO WETLANDS ON SITE DATE PRINTEL
NOV 2 3 2004 SHEET 1 OF 8
9660
- _
dF

G , REVISIONS
S R1 STORMWATER SLS
t s� T N' 3 ,' 876 997„ E ACCESS/DRAINAGE EASEMENT Date Description By
AROUND DETENTION POND TO
�• / / 82 �, off, spo BE RECORDED.I 8 13 97 REVISIONS
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68 / i� �. / w/15' 15'x18 E.D. •�,Nn$hP'
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�TATE FLOOD POOL 28.5 \\\} ,. /7o y•SwPLE Mon.
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\ D.I. No. 1 ;118 _- o__- ; �2i4 D.I. No, 1
D.I. 0. 17 ; i0183 ,r 22 TOP 32.0
TOP 40.5 TOP 3 .0 149 I ro 2 INV. 28.4 w c6
' " i
21 h 54 NV. 3 .0 1,07 } 1 140 - a--- "r176
- --
,, 86
• � � �1 I \ � 75 ` _--t- ' 117 --- �
i 15 O INV. 37.5 / I � U
1 8" TEE � , 47 � wji oz- _- 9221 _ Z
2 8" GATE V LVES � rL to 53 108 1 0 "r141 =I--- 177 - `` } _ I ►--I , -
1 8"x2" RE UCER 16v; 04.` 1 ��4.� /.' � 85 0-__I OD w--_ �,�I47 ``'__- ``181 �` 16 ' _
1 2" GATE ALVE k ' 76 _
45 1 F1RE HY !ANT �4� 4 5? a _ a--- ' , g109 °0 �142/ _ -- 178 --- , 20 ( I Z c+o
49 �^ *77 vNi `f 84 w i�115 IAL -146 ---- 18 �:' w � I W W
ASSEMB}Y- 17 / } 2 7
I SEE SHEET C2 19 ` / �`--- I Z
s FOR CHEET 1ION ' 14 514. �. _LLJ --- w A �110 143 179 Q i 21_9-} I APPROVED o w
l 20' AC SS I 8 D.I. No. 20 \ , .83 /__ ,I r' --__ D I N0. ^
NORTH CAROLINA ENVIRONMENTAL 4� U a
& 1 OP 36.0 �`° t, 7 14 145 TOP 33.5 - I
218 I MANAGEMENT COMMISSION ^ = r
UTILIJY EASEMENT r INV:`33,25 50Lw�- -7r 11 -� I 144 D.I. N0. V I DIVISION OF WATER QUALITY j {�
Tn ? S MH NO. 4B 79 _ 88� - 11� I TOP 33.0 r°��►` I ResqJULl mcn p
�n a I: {
80 ' /81 SSMH 'N0. 6B - r C i9 VC W ` SMH B 15tormwater Permit No: O3 i¢ O cd
SMH N« 3B
1
I
1 TR
1 11,
SSMH NO. 56 ����_ � Units 274-273 � v
45' Bf ND 1 h243 2 GATE VALVE �� �\ r ( ,'
M
y 1 1 242- 244 / / :.
s 44A 238 1239 1 240 1 41 I 11 FI E H RANT \ 1 245 ` ' M a Units 269-273
/ I 1 41.01� I AS EMB Y 246 t / r '
E E i V E
I F.F. Ey. ,�F /)47 / / Units 264-268 ? '
I 1 (TYPIC L, U LESS i I �. fu - 1248 /
OTHER ISE OTED)! RS L
1 _ L J 7
CLEARING LI< - Mon�� ! � - side _
' U 'ts 259 263 � N 17
I on. U 199 -� IIIIII
85'42'4-7��-- '.r% 403.�,2' f! I \� u ` Units 254-258 12 dorridof t{ be aligr>�ie �o/ PROJ #�A} cno31¢
N
3F Q S o Units ,250-253 . 2 � pdssible xten ion
o { fu
E P \ o Future extension n ` 4. !�>� � of Rdndall Dfive; E �9 units 792.60 _ i SEA L
�( /��If COfficdOf 1 used. / NOTE: ALL DRIVEWAY CONNECTIONS TO i
to Reynolds Drive V / s Wore lace 1 CARLETON DRIVE SHALL BE STANDARD Ay: 17374 ;1
at Randall Drive � /3 \ ! - W111 jbe p W I CITY OF WILMINGTON CONCRETE APRONS. '
I 82'32'09' I %�/A.�I t�r �
�KEGOk ` \
llS_ _ Mon. l I 11tir �s - LEGEND
CONTOUR DATE 03-20-97
NOTE: GRADING CONTRACTOR SHALL COORDINATE y k4 / a•
6 r' 0 ° DESIGN POT
1 WITH OWNER/BUILDER TO FIELD VERIFY = 22 �, n wry. EXISTING SPOT ELEVATION
ALL BUILDING ELEVATIONS PRIOR TO University of "' 44. a. SITE DATA �kq PROPOSED SPOT ELEVATION DRAWN MLH
FINAL SUB-GRADE CONSTRUCTION. FINISH North Carolina \ ss, TOTAL AREA 36.4 ACRESf TTT TT CONCRETE SIDEWALKS
FLOOR ELEVATIONS MAY VARY. ZONING 0&I rsr NOTE: ALL ROOF DRAINAGE WITHIN PHASE I SHALL at Wilmington <" - TEMPORARY SILT FENCE
BE DIRECTED TO POND NO. 1, ALL OTHER INSTALL JUST PRIOR BUILDING AREA 372,706 SF / INLET w/INLET PROTECTION DAIEPRINIED
ROOF DRAINAGE SHALL BE DIRECTED TO TO CLEARING i ASPHALT AREA 313,920 SF
I POND NO. 2. `° Mon.
SITE PLAN PATIOS & WALKS 64,340 SF �- TEMPORARY DIVERSION SWALE C 1
0 1 660 NOTE: NO WETLANDS ON SITE JUN 13 1997
SHEET 1 OF 8
= 60 1

i
I
99
26 ___-- _ _----
1 95 66 63 `yam 37 1
98 -}-- 1 - - - �
_ --_--� 127 _ - _ \ I 65 o�
- - \ 96, el ' .r 64 �
159 - 130 ---__ - - 97 " �l `�
_ 128� . , / \ SSr H-Pi 2C- 35\\
- T29 \`� �SSi NO\ 2B t - - -/—_ 33
160 / t d
��� � � ' 3
a
U16
161 70, NonM4 / 34 '
1Ni
1 ICi ' ON �} l Utilit' f N0+'1D ti `
SSMi NO. 1C o4 r SSMH NO. 2A RCP
236 197 /
200
237 / -� ! 98-/ / // �o
r
/ 919_ 11 I/ / i / / / / 1O •ya RCQ/ v / // ////�, , ,���."__ —. _ --- 1 ` '4 \ f `— O, /,Onp "4\ ilit \
\�pyo�
/ I SSMHR`IL
/ I NO. �1B
.. Exist. SSMR.
rMur Q ordte orp /// Rim 27.41
15•R t��0 .M�r / / // RUn Br�!f1Cf1���Inv. 15.98
SSMH/NO. 1A �g SS I \ \ EXIST. SSMH \
TOP 26.81
// 1 �NI \ 1/ / // a,' INV. 15.771 /
yZ- - \ ( NOTE: 1. SEWER GUARDS REQUIRED AT ALL
I CZ "-•- - \ � � Jam - '
ZZ \ MANHOLES.
2. 10' UTILITY EASEMENT PROVIDED
EXIST. SSMH SS ALONG THE FRONTAGE OF ALL LOTS.
I
3. SERVICES SHALL BE PERPENDICULAR
' TO MAIN AND TERMINATE AT RIGHT
TOP 22.54 ^ IN CUL-DE-SAC ARE NOT REQUIRED
INV. 13.73 PLAN V OF WAY LINE EXCEPTION SERVICES
1• = 50' TO BE NDICULAR, BUT MUST
ORIGINATERINEMANHOLE AND TERMINATE
AT RIGHT OF WAY LINE
- —_—.�.—� — N _
i -
Ln
i
35 — — — --- -- ---- — — --- — —
35
— — — -- —r--- — — -
30 — —� — — -- — — — — ---- - - = -- - - 30
I ,
—�- - —
TV
25 Aso—25
— --- — — CP - --- — _�— _ -- — —
I
I —I
- - —
.. _ ——
0 j— R-35 P_ - - - - - — ------ -- - — -
-
_. — — - - ---- — - — — </G
t -
- --
T _
AR
- --- -- -- 5+00 6+00 7+00
— — --
'°'� SANITARY SEWER EXTENSION 02E 26-97
- -- — -- -
- ---�— ---r—t
- - - - - - CARLETON PLACE SCALE D
- - - ,• D
-- --+— --- --- -_ --- -- - 1" - 5 ,
WI M L INGTON, NORTH CAROLINA DRAWN: 319g1
--- — — -- — — + - --- — MLH
-- - -- — - — --- - TRII'P ENGR EERING P.C.111111111 / f CHECKED:
i 507 Chestnut Street
_ � PGT
- -- 1 +00 2+00 3+00 4+� �N 0�.<� '%
/ llilmington, North Carolina 28401
mil• � Pho-ae 910-763-5100 PROJECT N0: -
*_—, _ f Fax [phone] 9660
�— --«— — _ S E A L _ I":we mw ciwrtxmra.pi
17374
NEW HANOVER COUNTY SHEET NO: I
T— — i :<�jA•��GINE `
— CREGOR NORTH CAROLINA 2 '
REV NO. DESCRIPTION DATE
n�nn + 3+00 4+00 5+00 6+00 —0+00 R WATER AND SEWER DISTRICT OF:
1 +�� 2 �r REVISIONS ____

I
\\ �M
1 � 24/7 �/
' r i 34 1 331 32 I 31 1 30 29 1 � 28 1 271 26 1 2`� 1 24 I I I I 243
'a \ I P` I I I I I I 231 221 21 1 291 19 1
I I _I � I _:' I I / I I I I I
64"'1 63 1 62 1 61 1~ 60 59 ' 58 1 57 I / 56 1 55 54 1 53 I 52 I 51 1 50 /246 ssMH No. 2c
SSMH NO. B 242
y' I p I Il I
SSMH�INO. 3A S MH NO 4 I I
I I I I I I 1
SS H NO. 2A I 245 1
! 1 \ \\ _SSMH NO. 3B 8 SS 13'RCP / 8"SS
24" P , 24"RCP / / r
" s"ss 244 a
/ � 8 SS 15*RCP ..
I1 5 RC „ Frw V) r
12"RCP I yl I I I I I I I I I I
I I I I I I
/ — 1 1 2 1 3 1 4 �I 5 1 6 7 1 8 1 �9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 _I ' I I I I 1
I I �I- I I i I I 1 1 I
a N I �/ 35 I 6 1 37 1 38 1 39 40 I 41 1 42 43 1 44 45_1 461 47 1 4-8�1 49
4- - - -1- - - ;
I
i
NOTE: 1. SEWER GUARDS REQUIRED AT ALL
MANHOLES.
2. 10' UTILITY EASEMENT PROVIDED
ALONG THE FRONTAGE OF ALL LOTS.
3. SERVICES SHALL BE PERPENDICULAR
TO MAIN AND TERMINATE AT RIGHT
PLAN- OF WAY LINE EXCEPTION SERVICES
1" = 50' IN CUL-DE-SAC ARE NOT REQUIRED
TO BE PERPENDICULAR, BUT MUST
ORIGINATE IN MANHOLE AND TERMINATE
ocr-
AT RIGHT OF WAY LINE
I --
40 _-
- -- 40
-- — ---- -- — _ I—-- --' — — _
.-,._.------ - -
-'
35
35
30 - - - r-
- - - -
- 30
I'
--r
— r— + _ - - -
- -
- 25
- - -- -
20
-- -
--
- _ - -
-I _
_ — —+ -- —1-- 4+00 5+00 6+00 20
- - - - SANITARY SEWER EXTENSION 02E. 26-97
---4—' -I--F- _ - SCALE:1" = 50'
L--... -- -- CARLETON PLACE AM Ppamv
— — — — —, -- M LH MAR 1 31991
'.. -- - _ ' _� \\�tl tll 11////�� f • . CHECKED:
609 Chestnut Street+00 1 +00 2+00 3+0 ,,.�`��N '��G<�'%, wi�ngton, North Carolina 28401 PGT
-- •. ne 910-763-5131
Pax 910-783-6831 9660
S E A L - (D�.w mlw e.oKxnlw.P.C.
17374
- ----Y— --'-� NEW SHEET NO:
�,A. HANOVER COUNTY
y N
r FGOR C 3
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 REV No REV SIONS onrE c,"" "" WATER AND SEWER NDISTRICT OF:

vATaMsclo' arYOF WILMINCrf0N REVISIONS
III"zow Pmzow A��R. SITE WORK NOTES
MINIMLIMLINIDSC/Ft? I�OlJ1MENtS 1, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING o' Description By
6" op. 611 6" OP. 6" 5TL`EL OR WOOD F05r 11=MVV AMCN All•AAYlM 16ICQLJ4LD 5 Dote
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
MN AMJ � _ 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
MIN. MN T __ VVFZ FA10M OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
r E t7 10 MrYA1eD' AVJMYM�►AEMVMRY50Lr,IfIB!M 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
/ rT r - FLIMRF/HI21G 8MNHCICNfOR9n4VARJG713"0PfNWAa4rMD6 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MN.12-I/2GA, S�ED51C" MI.IWN1ArPLAMFa
P"5=A5 r :� Nf�IpI/Ta W05 MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHINOWN LIMITS OF CONSTRUCTION.
rwLrsAcwu rNavAca`u + (tZACAdw �1 rAInJGpACLMSVMMoorrorVICWOF WAY l0110r,I OW 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
ON. 0PLAM � Ao, - �� V
T � ���Vv�*MD5 0„a�M, REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
ppe5�A5 'TW, H.�;'i;,: , 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
NRCA2D 7"MN - . ' I -
' REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
17N1FCRJPJS ! MiINIMM,ex OP'" �V"PAVWAW.A6avu.MLArVWM. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
0A551,20RD 1X�` THE
pa, = v �' FAMG SMf I me a"MNNYJM Hrk2 r*v 6*IWS I&' A�W�Ai 7� 61RHWORKA CONDITION SHALL THEECONTRACTOR GRADING
BE�RESPONSIBLE FOR CUT AND BALANCED
-III ^ A5 DIeLCTED MTY MNGINEER PLA~W4QL1W POE r#M IS PAWJ4a erAGLS M r rACfM
�T 6 AW, Q FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
��NOT" III ,- .. aA3SI A[2 „Ay 1, ,�j� I I � ��11 I tea'• �-��r�W Ate'9iA(A �� 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
aA55I I III III I -III -III 211 -VI Sl L*VX, 'M PENI•M-06 NO M01G 4DN 165rAC1'S AWMr MV M 1W PROPERLY PERMITTED FACILITY AS REQUIRED.
CoAmAnaw4AM �h S3 1 JWM475orAuLPAna•aMO".A"AUM8rr YAM ANP100 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL !
-III=III- 1011: - _ I-III-III_ u NMXA0-MM5MIN IWZLNVPdt"mmmMN473. EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE j
5f g M WAatrWAQ1%ACNfS EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
F0tWAMq.1 P~AIION '.tl/�s�/ fie\/LI 1 Cn NO $� THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
''�rllff"� VVFF//I�Rii {/RG/�Y`I�Iif�V ^�5'erry"I���'' r�1r41'�'• 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
MAIMIMN. +' - I. rENa FAVM*WA. M A MIN. OF 152" IN WIDTH AINV 16 rtAu.IMurAMAmI�H:aa'1fr RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
I�/G I'If'� DL1G fIL� ItZON I'll' 910N �t`�i'12�1I�IC� 5HNLL HAM A MIN. OP` SIX LINE WIM5 WITH 1211 5fAY
���,� ANJANY1�1AfPL,AAt1NG APPROPRIATE PERSONNEL.
SPACING. 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING CO. AND SJPPLIED BY THE OWNER. i
Nr5 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE 1 6"MPIAEJAI MMIJ6!HA
2. FABRIC 5HA"M FOR El2CY ON C.ONTRO-AW MIN.OF
`1' 6' 6' J61, IN WIDM. FAMW 5HM.1.M FAA5RMN.ED PCNLLA'flON'BKAIIdArWIHMaHfN7UYIRVTHIM NG THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
pM MONO ���5 AV WUATMLY TO TH6 YAM I"AP C A5 DItCMV BY1HM 6 rrMNUM.w wAatrAl.L OnER PRIOR TO INSTALLATION. t
_ AUMCaUN BNCINP.F.f2 VI%0NCWfA%�t•, Npft.AWA MA4.0VM!50" N"V%A*-A6 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOHIS UT REQUIRED TO CONSTRUCT 1
11, S R.
5TMML P05r 5HALL.BM 51-011 IN Hak24rAN 7 BC 010 fFe ►WO15CWN MOOM12i1aLoW IRA'M r1160VV pMOIJ'V ALL r AW 14. ALL PVC KUTILITY SMAINS OTHERWISE
BE R INSTALLED WITH A MINIMUM OF 36" COVER t
LA
II/&' o I I/�" � � ¢'IH Stf P FA5f�NMR5fL�LMILLL'M'I`.. MMnaAL-COIMMWACW557t5,11NOMR .ZM-) AT FINAL GRADE. ti
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. I
O a W14MN 00VI*COW.ACr 4. WOOD P05r SHALL MEM A MIN. OF 6' IN HMIA4rAN7 5' M OAYI.CR 15135PON0114 FOR MAIN ANCM`:• METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE HE RESPONSIBILITY
5L'�AM255FW.1.OM AAALHfw f0 4' IN DIAMETMR, W= FAORIC SHALL BE FA9 MNMD LA 475c1 c 10 MNI1w"w AkrMay.L.Nor • OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
O X'A6 TO NSUEM MVMN DEAMNa
TO WOOGMN P05f WITH NOf LE551W'N aN9 WY� SrAOLE 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFOPR TO BARRICADES.
STANDARDS INCLUDING
1��0Pi1!R12JRNG' ' 11/2" LONG WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
or coven t 0 GRASSING DETAIL TOR OTHER O MAINTAIN TRAFFICCONTROL
TWO DEVICES
TRAFFIC.
BE PROVIDED IN ACCORDANCE WITH NCDOT
A 10 s/�" 517E yI yymwN A A _ r T` h zr a SEEDING MIXTURE 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
1 1/2"at#m 60 �` '� +,:n`!',e'Y ..tl SPECIM RATE lib/ n1ANY
I'1" 510ELRMNrOlII7.~ NT5 � � _LA �tsS -0 SLOPED TO DRAINAWAY FROM BUILDINGSIAT ALL INSTALLATION. ALL AREAS SHALL BE
rL/J•IVEW SERICEk 30 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
COMMON® A.YhpR a 5 CAS A.17CX RNM Warr�`� io AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
nl*6fc ►'N1Nt
�� TAU.FESCUE Bo 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
R AfiflC
0.h'fOMCI'CO� CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
' SEEDING NOTES NNON GHTBREFDLIECTING.EFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
1.el.EV/r(IOTJ eEGIION A A �e COME AA PEST. BtrrMUo cws wr xrrucm RE A MEAT APPEARANCE tS DESIRED, OMff a bl« ComrmE�.:z'
d d i USE COMMON BERUDWA kSS ONLY ON ISOLATED SITES WHERE R CANNOT 6- 20. DUCTILE IRON SHALL BE CLASS 51. s
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
SEEDING DATES STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
,'�Giip ��L �� �•� 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
NtfS - AM 1 - AAY15 BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
-�`� VAM5CM PAID FOR BY THE CONTRACTOR. 1
m I' 111/2" PUN n'� C�•a= N SOIL AMENDMENTS 23. SEE GEOTECHNICAL REPORT NO. -, DATED , BY _ NNvvll
\ \-�� APPLY UWE ADD ETRnUZER ACCORDING TO 5OL 1ESM OR APPLY 3=ibAtm FOR ADDTIONAL REQUIREMENTS.
tW GROUND AGRICULTURE LIMESTONE AND Boo b/o 10-10-10 FEWMIZER, CONSTRUCTION SEQUENCE
fA46H AT ORAOm YAM 51']CCIM MIMM VIII 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR \
-- -57P.. C/IYOFM[I/AG7tlN EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). �J
�A/? PEVAPWy KK CVKR SU&7AI � ��D W°� E440M wagr °SON MULCH 2. NO SEDIMENT WILL BE ALLOWED TO EXIT HE SITE. ALL EROSION SHALL BE CONTROLLED
IA2 rCJ�lYIILKLHC --� 1' p+ I;,G �� ./' -' - APTLY A,OW b ,r,.CR/JL SIWJI'OR FAINNEMT COVER rx ANDMFR suwt INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
g9nRYY .7/t'CIEIEMPu57IR / =1 III = ANCEwI�Rr 7ACKNG WITH ASPH&T, Rowe, OR NETYNO OR Of Ca:.:.40 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
WITH A MOILH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRACK- W BE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER MMMMI
C MAMrALTIJ '�) I'46/6" WX 0011C Y P& 5WIRSE -{ TI S ' USED AS A MULCH u04ORM TOOL FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
/N4L � MOO � N.Mrw/awM 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
„ y qy prvAw 1 io5/ e„ 1y�pg wfsSaseN * MNNTENANCE DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
OY541lA 1NO.�y / 2*4%V9W REPEWnUZE THE FOLLOWRIG APRI.WITH w b LICIW NRROGEII REPEAT As cr..,v!H ENTERING STORM DRAIN PIPING. v
NO VA-8k ,y„y,yN µ�lp{�, -f REOUPES MAY BE MOWED ONLY ONCE A YT WHERE A HEAT APPEAM�- 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
OR MgYL 2'-V I/4" Iowa-100 LDS �,�� r �r�� oErxun• a�T sf>ucEA MO uow AS OPEN As r®m• BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. 7 Z
pL aw*W -1 120�, 'W"-=''"•'-A`W'4 INSTALL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING z
�4 I.y 1� INSA�^+OD or Nrr rItrJRLt10N 15 71'H 1.EIMM Or nee PM2r0Cr04 15 - _ ---CONS7RUCTYOY-_.. __-___ 1
51! Tt IA,A GS Ar't""WSELM WAVY n.ays as AMC,# a Aram►�x+s wom AN 6. A 4" LAYER OF TOPSOIL SHALL-BE-APPLIED-TES-ALt-NEW AREAS-TC-BE--GRRASSEO.._..�.____,_,_ �
I 5, rA-!'!0W A W VINMIDr AN C VML CWA�LNV C vmQ urA61.NY b NomicM RY f0
DROP PONIP Ls �ANOUIa� PONor•�NrfvtN1' 7 SOON DISTURBED
AS POSSIBLE BUTSHALL
BE LATER SEEDED
30 DAYSSPDANCE WITH AFTER DISTURBANCE.
SCHEDULE AS - - �� - --
' �77 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
4 (rtR fAi1LYLAIN�'i" M*H= f eAiW r9�i/ f''JYi+F
fL9V.QOYl1?7GlZA/ ,
6 ✓�M,� ��y�ry ebry r� I� 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
NT5 I G16(,J5{ V'tl'fVL/V /7RJLfM/ PLAN PROVE TO BE LESS EFFECTIVE. L.�
Y� row N{g 10. REMOVE ERMANENTVPORARY MEASURESROSI�OLL BONTYIROL ESTABLISHED UPONES COMPLETION
TOL RIOJECT COMPLETION. ` I
A _• �' c . w �. __ CLRB CRALC
A-4SA*IrA LYDEfi1L As"Z i,Xs A i -ti '�' �^t
�T! A I j
� ::.
-gArrAs�nMavra�cTima SEC1bN A-AI B-B� c' -�- ?
"eAKaaer:eRavArr
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ORANL'7/LIB -� lu
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L
eel.PLNJ 3 I 15 I SECTION 'A A' SECTION 'B B' c !
AY�L6B� LA C � NORMIo .FOOT. I '� I, NORMN POOL.
9lIC MA-A CMIrA'IIOOXOR J
1 y lo• 1¢N Z (CS
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aNW4Y V1551I'ATPOZ I MAIN FOOL EMBMKMENr 6 MAIN POOL I 0
EMBANKMENT 6 ` B r
0 0 0 ° o ° IJfS w/5P"WAY w/5FiL.LWAY _� _ cue w •A
0 @0 0 0 0°p°0 0 fa A"N VELYT'A'TIVE I Vj! � Al" I � � m AOTnnrrP x s'vnr CONCRETE CD°BW: � � U
0 0 51'!1-P SHELF '�- :p AG. ARG'AVB BASIN CASTM {"/�, N O .-•i
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0 0@0 ° o 00 00 A 21/4u ID, A I ill/�1u ID. COLI25E p�
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L rLcw T-0 M. CITY OF WILMINGTON b 'fir
M.H. COVER. SEE DETAIL
�� SHEET SO-14-01&14-02
lf?VP,*IrTO/MAIM IVO .� 4- � ,�` -�" >r _mom I =-_
3/4" CEMENT PIASTER b
J/�f"1CGGL15 �'�
GN.V,B/R aZATMG-I" x Ile" MMNG MV25.FA5IMN VVIIH 4&V.BAR aMNG- 1" x 1/8" VeMNG BARS,FA51 MN WtiH MAX. CORBEL 1"
TN'MJGLIF5.AIYAGHT01-1/4" xi-1/4" YJ/4" GN VANMW TYYMJQ 6'S.ATYAGHT01 i/4" zl-1/4" xl/4" GN VMIIZI V t2lVFW510N 5WAX: PER COURSE C
AYJLLM FKAME. MOR(OIZ TRAM:t0 tOP lJF OUiLM r 5TRL1CTL1 A1YALIH GA1'VM1=D W MIQ"M rFAW.MORfOR FRAMM t0 TOP OF nlnL 5TmJCtU�. ATT/L1H GN VANTMt7 WIC E y V tom./ • , v a STEPS
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aATH ovm 5AV"L DIAMMTMR / b T Q Ess l qy�,.
���y��� /,/ �/� / /,/f��,/ tOP OF TSMK I ORI`ICM<8 MMSH .020 VVIItE> tOP OF BA1JC I w _ SEAL -
r/!/�1�YV/ �,J�/1 A .5TM MrA1GS O 2�.0
GFIY FLOOD POOL 6 r� cFTY moot?P_ -_2�k,5 i y • 17374
C2) 24,1 <2) %V" w 7�7 4,-C- F '�
O I 0 SrAIM ' , GREGO� \\�
MOOP POOL 28.5 FLOOD POOL.22b
e
51Z IN IMT AC=WAAI NW
My.2, INIy,ZT, NORMv FOOL 27' O<�; NORtrw FOOL 21A DATE 03-10-97
'MAIL--- 1N1/.26,5 NV,2c,:1_ - DESIGN PGT
-I
1 �1 Q tom DAiEP DRAWN MLH
r� MAR 13 1997
4OIL - STORM DRAIN MANHOLE
=rTT
DOf rOM .4 ocnTom 15.4 NTS /
5rCt10N A -A -0 5eG'f10N A -.A - PRELIMINAnn Y i
'�'YhI GtZASs sw�l.� PMNT110N POW OI,�L f 5f UGM NOI I PMN11ON POW Mf 511�AIG11,t� NOI I SHEET 7 OF 7
NM 96pn

REVISIONS
ACCESS DRAINAGE EASEMENT °' Description By
�st� N' � S 89'29'27" E AROUND DETENTION POND TO ate
u�aK� \ 82 . .•.� 76.99'�• • S so0j BE RECORDED.I I
89
.b� �� Fxiat. SSM : 8�'
�, X 2� HR�o �� 64 80 ��' off' Rev ?4ea 91 95
cr l+r, 24" F.E.S. INV. 26.5 /. .` ~ •••\Ss
w/15' 5'x12" E.D. DENTENTION PC D NO. 2 �� \ >g2�s�,
oR rye. / 66 TOP OF BANK 27.0 ,/ �i \ �s� \ 3s 30" F S. INV. 18.093 h
oR �� CITY FLOOD POOL 24.5 F w/15'ic15'x18 E.D. �t(�s _
Q°S 68 STATE FLOOD POO 22.6 j/ / \�\'
& CAR Exist. -M aEIP w/15'x15'x12" E.D./ 70 y"'�o `�` s. \ \ 00 `03`> F ^' E Cn oi.
g NORMAL POOL21.0 j + 0' N® lam'
° 5tploR. 60 Inv 19.61 's� BOTTOM VVV5.4 �o off. i \ . x1at sQat 0>' N 84'29'33" �`Ly
N / Is
ENTENT10N POND NO. 1 '` '/ Rim 21.58 5
co SITE �' / 78 V.Ss°• OP OF BANK 33.0 I ACCESS DRAINAGE EASEMENT 1 1 \ f M 96.01' EN
o AROUND DETENTION POND TO P��ITYFLOODPOOL 30.6 BE RECORDED. \ Mon.
�, S, FTATE FLOOD POOL 28.5
RH ♦\ NORMAL POOL 27.0 73 o SDMH No,
Q n' oe 3�` ` TSB .�• ti6 Boa " o BOTTOM " E 21.4 71 I \ \ ti9h GO j� cow°o TOP, 29A ` 2A 1 S he 0 \ w/15' 5'x1Er E.D.
♦ .e 27 0 83' 6 ti' v' % ti \v30 lNV 22.72
\ � .•, s E " =°- Colle a Acres \ 76 a10 +ti �( " ` `
\ .}.• �2.62' 134.78 g ? .1 / 12%INV.'`25.50 _ I
VICINITY MAP \ 3� `� .� ` . e -- SSB I M.B. 7 28 74 / Qoo 14T - � ssrt+<..-
Q ,`_ Y // 1 _ I \ Rim 22.54
NTS 10'x10'x18" 58 s ` .� Rm 1 .4 ..5 �R2 sS> , ' y� /r o f / C.I. NO. 2 I v. 13.7a-25
33.4 ENERGY DISSIPATOR `S o P :"a:` ='-_ . Rim sau"-AN �.``<� � 40, E' ��� ryko ' /�e,/.�' _ _ / - lap / S RIM 2� r
3a - " i
43.a1 m V. 1N' Hp/1Oy \~` atssutl •1. r/ � �` l g o // " gAl
- - �, '�, e!' �• _•• Rim-2e.20 ` t 0 29 -,.,.�_.. °-,;x- ^A _ 1 FIRE HYDRANT
EXIJT.1L133.70 �\ +7s, _ v `7a•.- _._ .. �` M.@ o' Unlit y' %. - - s-7$b , \ , 2/;i l' �� !A� SS NO.-1 ,.,r ,. ASSEMBLY
/ L
x- �. `
h$ / a'M 15 Tyae "y - 2S/r08 y RAW- - �'`s� �7".E ♦ \ Gr / _ (1� 8" GATE VALVE tt
N 4
�.g/ �\ `- ` i v �46:3>' 73'03" E %: O 4 ice" • .
3 33.82 ` e°°°°� B Bu` �� Exist.. M/ N 85 O� j 0� 1 ryo - orary �13 8" PLUG
p Ce er SS
33.5 aJ 4' - fe°'If���ra \ �"• Rim`28.17 �], !
33.7 ! ''-- C.I. Na. 2'/ \ ,\\ ! ,/// r e�(. t ,
�`' ��' �` Inv. 18.Btj�r - -' i� \ `` 145.83 Vt/ v $� If .2 MH NO., B �, ` ' urn ofou
33.9 m RIM 33.0 -' S i Street for
g0. A4 $.' � ♦` � 30-- � �r'` ^. \�` -�� \ E=Iat Clear RUn�"� /, f �i' °i0op°/� eR` GP \ a / .` stub for ;
rsT. t UgOpan%c Raw 0 SrT �5 " �\ �, ` ,y nM 2s ._. , 4�2 F, 20.95 . �a e5°\ ��1ty g0 fi r + f
98 Exist. SWH /w/2 x1 E.D. ` o P rtd`Q future ';extension
49:Z VS Rim 26.51 M° S Adal-NO 2 y" C. No. 1
7p 5 EL / F?eoreatl0 SDMH N0. 4/�= _ nv. 1a71�./�+"� / �or� = T P'28.8 i SD61Ti'749."1 RIM 27.5` I
50' GRAV LL6� �\- po F.F. - !i '
-� CONSTRUCTION `� "a MO Are 30.0 7 �° o I V,' 23'0 ,` ��. r /TOP;27.5' IN 24.5`
Q� S' / ENTRANCE T>\�<Y e/ 38.0. / �r 0 D;I. NO 23 INV. 77. N 4 r i / 55 n
� 4\ " Mun!
Q u 24 RCP, MATCH DITCH INVERTS \` of °! Vrll��v�30 ` r p \ i C.I. N0.` ._ _ - IN. .' 21.9 �/" '� tt E 28.5 198 ! D NO.
FIELD VERIFY INVERTS, LOCATION fit. " \ , M -26• i1� : T O -
o 15 Fs^1t.w 9. •x ' x8 _ TO21M �� __
a° SIZE w/NCDOT PRIOR TO INSTALLATION o. C.1�. Z\ / 1 S 26.85 1 °� 24.5 TO -
10 xI0 xi9, ti INV. 30.35 T; may' -. _ I ��. - �.����01N0 L ~ 200 24.3 1
IN r
, o , RIM'33.0 2
0 / �FL�ERGY DISSIPATOR \ _ -
- p
r
^ i � t „• •, Y- ., ,.,' H +NO. 1 CINV.
2Z9 201" 0 2 0 •-: `\ `\
.I.
/ College Acres D.I. O• SS 5 _} -L --- fi ,a,, I. No. 10 ION 963.2 ♦♦ y
36,
162 1�i235
ro " S o ; " P o D. s 4 c7 V
o TOP 32 _ ___
M.B. 7/28 \ 4 -TOP '35, 1 o-Nw, of o' T 30� s t�
INV. 29. SD T"!�r Q "� ° H NOrY" I 25.4 y I 24.0 _ _-- t`�02 a o University of
[r SSMH Nb 2C. '-i195
2 34.0 rnlryeamt ' - $"sS- HrNA:-� 32.0 6L6:3 �' tom. North Carolina ,
I 34 �
tNv. D.I. N0. I,'NO. 13 � 203 - at Wilmington z
SEE SHEET C2 54 �D.L "N �2� � <j /I,,OP, 0� 18" II�24.5 161 M164 _ v, tom- ^ ea _
/ FOR CONTINUATION / ��� ` t 15' INV. IN Y 10 TOP 37.p s ` '-'--
/\ l 3 ' �34 '` I o 5 - e /
- r -
` 94 233
/ ,l 35 SO N S H No: 5 U N0. 16 s'r 12� 1,60 _ f ¢w:
\ 33 D.I. 0. 19 ♦ -5' -,r- k`' .IN 2 ., D.I. Or 1 OA 16,5
/ q r 'P TOP 35. P 5 TOP, 35.0\ Seth r 128 T 32t-- : k j r 204
�c OP•37. 27.5 3 • INV. 25.0 9• f-` .. 971 . r _ 1 26.5 IT t` zta
44, o,� NV%�. I 1 IN'B� \ ,. 4,
\ " � - N 32'' 36 96 'L =I.~NO:_t A_ 1.27- a30~_ Z'1,--- a i 166 ---- o .o, f / ' f i
5 �' _
C o ♦� 65 s a n131 p205 ctx so n2 ;_ _
� INV. 2 0 f .- "
52 `� / 3 � 37" .. 95\. ` ;__ 98 "�26_ ""lf �: 167 ; r� -._' / / _ I I t,
�158
\ 63 1 a- _ - _ a - �,t� - _ D.I. No. 2 � I
66 10 __ "�99 N �--- _ ,.is3' j32 1 7 D.I. ':NO. 5 'y191 r tIr -� __ 30 I TOP 31.5
n � v, r - -,�__-- - - - [".1
9. s -_ /I ' INV. 26.25 �`A 94 w - -- 49 25 - - t� - / ``207 1 a
a� 67 z f 156 INv. 7 �. a• t ;
\ �� --- - tL900 � - alo 133 \ 168 190/ 2?g .1 � c s
DI 78"
21 pia �► 3 __
\ V �7 29 TOPI 61�. ' 68 N �gs _ . L ___ _ -124 °; ---- t J - _` - ^ ' - :�? j I f rl -INV. .3 �!a / . '`_-- oAo T 101- t � 134 . . 155 ¢ 169_t, `` 1$9-" ., ' 228 S 0. 9A
I �+
92 = 123_ ,� � $MH ,N `
28 40 89 ^ - __ i
50 t 102 D. N©. 1! OP 304.0 i - a t'1,70 �f I i
m' 9 / NSN :�z
O 18 ---- 91 / TDP_- A' INV. 9 5 ti o - 188`` t , I
g 27 ��- 70 / 135 M - 227 �
f41 t 59 , TOP 39�.0 1+` 1 �' o NV. 2.0 --- � '171 S� A I,c
\ „ / L� SSMH INV. 36.6 I 1 122 a--- cy
w, . OP 36. _ _ `t,-153
10 cy
26•� �7 42 v ^� \ 1 a 32.5 �. - - : tit sMH 7 O/ - _ i a o226,'
103 �- 36 2I- �'I I
71 90 ` o--,� 4121 --- s 152 ---= ld ``'?111/ �'
•o-- C-- � � ---_ j86_ '1 - _ w2Z5 n I
SMH N0.�4A W,o tr- of M104 SSMH 0. A 37 173 ¢- / _ / t
g72 \ M89 L�1' / LL
120 2�2 ut` N a do+ 1
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24 v' / 44 � �� ` I - - = t' SSMH o. t�:105 / -- - 138,, � 1 a 185 � 224 ' I p .. �
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106
D.L. NO. 1 /
z 13 ! 23 7 / 45/ 55 ? 1 87 -TOP ,.17.0_. INV. 27. _150 - - N 184/ - t I I , r -+
/ 74 i NV. 3.5 1.39 - 175 �__ ; O�_ I D.I. N0. 1 O
3s- - ____ �14
. , !�� -t-----
14 22` / O / 54 _ .... 11.4
D.I. NO} 17♦ , \ D.I. NQ. 1 �1 149 a 222 1 I TOP 32.0 w i
/ w- - to �183 -- INv. 28.4 cocC
46 TOP 40:'5 T P. 3 0 107 ! 140 - a--- M176
INV.. 37.5 t e, 86 --- _ 117 us- vNi t° _ _ w21S /:
f 21 % j 47 1 1 `� 75 __-_ - o-__ m "�I48 , t t�82 - -- 0221 i ' c� s�
53 1 ' ---- - 108 M141- 0 -- ,,:177 -,-_ v _ I : +� +' U, u7
16�` ��](�� , . ,�­ ` 1 ` 85 ,�' o M116 1�_ _
`� �' / it 45k / v�� \ \ 76 0 1 -i--- yfi47 I 181 d220
45A / 52d ! i Cr l �109 �+ �142/ 178 1 ., -+ __ t O
17 t 115 1`- - 146 1 2 4 I z w'
1 8" \TEE 19 49 1 4 77 v1 ,, _ - _ 80 219 I I +, I I
2 8" GAT VALVES - , ! 51 ♦ �� - __ -'` ,�1/10 ]//1/43 --- 179 _ rn O o o
1 8"x2 'REDUCER I ♦ _ __- D.I. N0. - i ^^ + +�
I8 D.I. N0. 20. \ 183 _ + I 1.14 - 145 TOP 33.5 ,` I W � a
1, . 2" G E VALVE \ \ 7$
1' ",FIRE HYDRANT TOP 36.0 I ♦ 50
INV:33.25 E �, $ -- `, 1-3. TOP 33.0 O m
\ ASS BLl' f \ +_ �`` 7,9 _
MH NO. 46 _ I \ INV. 30 ! • W ,.y
112 5 I I �" .4" cos u
( ) \ ♦ 81 SSMH`N0. 66\ lCJ
1 2" B W OFF �a i
80 \ ` ' l
ASSE BLY SMH N 3B I \� �� • } S t
I e' �t Units 274-278, /
44A 1 1 1 1 e TEE / `\ I ` SMH N0. 56
I242�243 2 8"_ GATE VALVES / M B Units 269-273 /
/ 238 � 239 12F40 1 ♦ 1 FAS EMB RANT \ 11 't ' / 245246 % / \ --•• !° '� 4- \s
(TYPIC L, U LESS I F, 247 / / Units 26 268
i� °
1 i• �
249 ,ulniiu
OTHER ISE OTED)` , 't � 4.=.Si 248 � Q�y, / , `..i " Mo
4,, T ,,,, -�-� / ' t- , U is 259-2A3 I side
CLEARING M+" 312' iMon, / 1 , Or to be Set Ilt M 3p
- -"'"�•' 40 ' ! \� Units 254-258 120 dorrid future alig meEss,
EIP S 85' ao �; ` Units ,250-253 f ' 2. "for pbssible rive Exten ion units .60 . Q s E A t
� 42 47 ,
\'o Future extension k'.' Of RdndallsD Ot IUsed, '�g Ur1 792 NOTE: ALL DRIVEWAY CONNECTIONS TO
to Reynolds Drive N if corridor replace ' CARLETON DRIVE SHALL BE STANDARD ,S i 17374 L`
at Randall Drive -` �/312� W / \ Will be S2'3209" W I I ,> CITY OF WILMINGTON CONCRETE APRONS. j� IN \\:
N / 4
Ak / '\ Mon. \ ss ss - LEG IE1QD C
k / j4 -_ - DATE 03-20-97
CONTOUR
NOTE: GRADING CONTRACTOR SHALL COORDINATE k0 o DESIGN PGT
WITH OWNER/BUILDER TO FIELD VERIFY 3:i e�244 �" �Q AID titi' EXISTING SPOT ELEVATION
ALL BUILDING ELEVATIONS PRIOR TO UniversityOf r a. SITE DATA 4o DRAWN MLH
•y ' PROPOSED '.SPOT ELEVATION
FINAL SUB-GRADE CONSTRUCTION. FINISH g.1 ' CONCRE,E SIDEWALKS I
North Carolina \ �3: TOTAL AREA 36.4 ACRESt �
i FLOOR ELEVATIONS MAY VARY. ZONING 0&1 TSF
! NOTE: ALL ROOF DRAINAGE WITHIN PHASE 1 SHALL at Wilmington FAREAx -x- --F- TEMPORARY SILT FENCE ;
i g INSTALL JUST PRIOR BUILDING A 372,706 SF INLET w/INLET PROTECTION
.r
BE DIRECTED TO POND N0. 1, ALL OTHER ='
TO CLEARING �' ' ASPHALT AREA 313,920 SF
I ROOF DRAINAGE SHALL BE DIRECTED TO ;; 1 SITE PLAN PA110S & WALKS 64,340 SF TEMPORARY DIVERSION SWALE tIATE PJFJN __' /
POND NO. 2. Mon �--
o = 60, APR 16 1997 i
SHEET 1 OF 8 i
_ 9660