SW7120204_APPROVED PLANS_20120525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7Gggg�
DOC TYPE
❑ CURRENT PERMIT
VPAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMM D D

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1
SITE
for
'A PLANNED LJN1 T Df VfL OPMfN T"
TOWNSHIP # 7 -CRAVEN COUNTY
NEW KERN, NORTH CAKOLINA
VICINITY MAP
-S CROSSING
)IVISION
OLD AIRPORT ROAD
('5 1111)
WEST T N LJ
(.SR ///6)
ECM AN ROAD
STORMWATER
MANAGEMENT CO"g"
DIVISION QF WAT"
LONGLEAF PINES
5uBDIVI5ION apv�-
EXPRESS
DEER. .
SCHEDULE Of DI \! 1WII VG5
5FIE ET
N:"" V
2
FXIBTI':G SIT-
3
5i_W I 1,
4
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6
Ek 05ON CONTROL D�l i AI-5
17
'��i-T DETENTION BA51L1d # I CETAILS
18
WL-T DETENTION 5A51N :,12 DETAILS
9
' V1 f T DETENTION '3A51N #3 DETAILS
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PROJECT REV1510N-5
NO.
SSG �IP� 10N ; BY� DA rf
Nj
VG �OP✓lll �rl - S� .JGT
2 C1 T!' OF A
/A ifIZ<SEWcf /S � Dl�'1 � JGT 2. 2 I.20 I c
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Ov11tJ4RIDEVEL_OFIE F,
'O Box 7, 2 2
A�" DNVILLF. NC 26E,40
CONSULTING EN&NEEK
TrJO�,/IA5 ENGINEFF�ING. P.A,
h.O. =X . 3C9 - 40 i E10'Jv=1 ROAD
NE CA ;C)LAA 28503
OffICf: ( F- , -2727 I-V: (52) GAG 2445
LAND SURVBYOP,
�IEf2BERT j. `,i0BLE5, J,:,:.. PL5# -240
5AYF-. �, ` 's02Th CAFO'_IN. 285,5
COPYRIGhT © 2C 1 2 BY THOMAS E'JGINffrK NG F.A.
ALL RIGHT-:_w':'=D. -HFSE DN'ING5 APE
IN5TRUMENIt7 - -= `KVICE AND A5 SUCI- R1 f:�AIPJ
TI1E FROFL ;T:' THOMA5 EI�C I`':EERNG T.
NDTHER THI—S(KCL�%w'! :NT NOR "ANY FART OF -7N'5
DOCUMENT ,I,';Y D,r. REU5ED. KErRODUCED OR
TfZANS[�AITTED IIJ fJY FORM OR DY ANY MLAN5.
>=LfCTRONIC G'F. �v'rCIANICAL !NCLIJDING ZYJT NOT
LIMITED TO Pr TCCOPYiNG, M:CKOFILl il�G A.'�C
FZECORDING, 'OF: 5Y ANY I N F CP,MATION 5-T0KAG7-
AND KtTKIEV.rs._ 51(BTEM, WITI-OUT ��LFMi5510N IN
WRITING N TH0MAS ENGINEER':NG F.A.
FINAL DRAWINGS
Released for bidding
and permits only,
not released for
onstniction.
tSIS[if??
tll!lI[rl
FARO ff
ryS ram.
SEAL
SEAL 0K,
C-438 =
0.
= t014�
11r918+4
COVE
SITE I MFKOVE E TS
for
HAPDEE ffAIMS - FHA5E ONE
'A PLAA:Nr:D U:VIT Of ✓fLOPMf/V7
TCWN5r;P #7/CFA',:'EN COLNTYr'ti�W �FRN�NORTr: CAROLI �A
SCALE: AS SHCA.'/N DATA: I .0A. 1 2
PROJECT ,: 20 -020 51-i1=1=7: 0 of 21
i

MAP NOTES_
R _' ��L,f,.!D�F`! is>'r 'F^,' T hd A P i,DPD ONTHE "UFI:'El' �"F JO;�h.l
• � \ F05ff?TDF-11 DrI F�'A,Ur�Y3. IAh,D PPFPA D B [JEKD F TT j.
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6
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� X15� � J., �IAF.r\, � TO.� A'�FLD HA R>=PORT
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TIE 5EWER 5TUOUT
O r, -
4, y,- �1�, NFL- AiJ A, iAP %:/JT1C;TIt%1 DAT JL i ?. 2� 4,
INVERT: -5.98 �� - �F - Fes,
O..T dC _ LP _D. - T1-_ A
�(APPROXIMATIr, TO BE FIELD VERIFIED)'' -
- — �; a,e - - -
_ v , . F FFr��EN�,FD IPP�I
c Q ° �4 '` F L I,,ID !1,,,] P. 10hJ � �l�'!G P� F P ram,,. 'I-1E �V/
� '� ��,. 1 �,�,�DED ON ,GT�ANG
- : F
-' - T
PUM � �L�'�,�_ _ ...���1rJ ��,Lr_ �1. .C__.' DPIT
JA .bARY i' O. S J 2 AND THE_
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LEGEND
�OFp�IC�'J��.DffT
Property bne5/Right of Way Lme5 -
— — - — ! Property Minimum Building Lines
I
I
404 Wetlands _
N Proposed Water Valve Box
Proposed Reducer N
Proposed Fire Hydrant
—� Proposed 8 Water Line
Prapo5ed G" Water Line
— _ Proposed 2 Water Lme
Proposed End -of -Line Blow Off
■ -- Proposed Water 5ervice I
PropoSed Sewer Manhole 1 I 5 I 1
I
�- PropoSed Sewer Service i4 C-,-
Proposed Gravity Sewer Line }?
Offx15t1ng Utilitie5
Drainage i'low Direction Ar row5
Plpo/Catch Ba54Area Dram Label F7 n
Channell5waie Label -
q Drainage. Area Label -
Proposed Storm Drain Pipe 3
C �
—Q� Silt Fence (Limits of Di5tur'oance)
Pipe Outlet Protection i I ,-= E�,4 ,`J
Temporary Construction Entrance
13 Hardware Cloth 4 Gravei Inlet Prot. lEC3
Fipe Flared End Section
GRAPHIC SCALE
100 50 0 100',
I
PROJECT REV151ON5
NO. DE5C9/PT/01V BY DATE
1 EXPKE55 MEETING COMMENT5 JGT 1. 26- 201
2 CITY OF NB 01ArEWSEWER/STORM JGT .21.20/
3 ADD LOW DENSITY TE5T EkT, J6T 16,201
4 PCN 9El/15/0N5 4t 5ECT/ON5 JGT i4. 2 ' 201
5 57-ORMWA7 79 0 EC, 5WALE.5, LABE15 JGT 5.08.201
O_WNffR/DffVELOPER
NAD DEVELOPMENT, LLC
PO BOX 7 122
JACICSONVILLE. NC 28540
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW DEKH, NORTH CARO'UNA 285G3
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
X.
LAND 5URVEYOR
e° a HERSERT J. NOBLES, 1R., PLS# L-2403
4 18G CAMPEN ROAD
BAY130RO, NORTH CAROLINA 2,5515
�5
FINAL DRAWINGS
Released for biddin and permits only,
not released fo construction.
r
�I � �,1�}}itLlli)17;, .\Sj511111i11
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10 OR
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Is
EXISTIN SITE
SITE I M PKOV M ANTS
` for
4 HARDEE ffAKMS PHASE ONE
"A PLA rVUf O UW T D f IfL OPIVIfI 1T
TO�� 1 711M' c A'. Ell C0ui1TY-:�1JE.N 5ERH'' cA OLNA
t' SCALE: I": 1 00' DATE 1 04, l 2
L
PROJECT #: 2 1 i Cl; 20 SHEET: 02 of 21

- - 11�-��� ,,\ .� I SITE PLAN KEY NOTES ;#xx' _
I . REFER TO SHEET 1 3 DFYAIL KI FOR TYPICAL PAVEMENT 5ECTlON D1 TAIL. 98 2. REFER TO SHEET 1 3 p _AIL R2 FOR TYPICAL 51DD,VALK SECTION DETAIL•
543°5,,_ E6.33'i \ 3. REFER TO 5HEET 1 3 DETAIL R3 FOR OVERALL TYPICAL ROADWAY SECTION.
3 `'� \ , 4. REFER TO 5HE-T 1 3 DETAIL R4 FOR TYPICAL CUL DE 5AC RADII AND
/ J g7 DIMENSIONING.
,� w r � � 5. REFER TO SKEET 1 3 DEETAIL K5 FOR TYPICAL CURB AND GUTTER DETAIL,
/ \ THIS PROJEC` WILL Ti ,1 , a LL J L ZE 24 ROLLED-TYPff CURBING.
�. /'� . ` o° 1. ./ n .. � G. REFER TO 5ilEET 13 DETAIL KG FOR TYPICAL Wh1EELCIHAIK RAMP CURB TiE-IN
, I� � 96 �,__�\ DETAILS.
- '' -tea\ � s'7Go' SI \ 143 7. REFER TO SHEET 17 IF OR STORMWATER POND# 1 GRADING, OUTLET
STRUCTURE, AND STANDARD DETAILS,
M1x/ 3'. \p� ' o� r �' �� 5. REFER TO SWEET 18 FOR STORMWATER POND#2 GRADING, OUTLET
a
�� 14 5�.. 95 / STRUCTURE, AND STANDARD DETAILS.
oo°'�' sa`. � , \ � � 9. REFER TO 5HEET 1 9 FOR STORMWATER POND#3 GRADING, OUTLET
`� .' 20 - \ O F. R rr \ \,
\ . - 4a./o °o., �° ° � �-1 STRUCTURE, AND STANDARD DETAILS.
. v ~`� 3' 3Q, 89 N fir'-
10. STRIPED SIDt WALK C20551NG IN TWO 4" THERMOPLASTIC WHITE LINES.
�,
t�
t I I6 �' \ 701oo3,) , 94 \ � I ENTRANCE ISLAND DIMENSIONS ARE 12 FEET WIDE (WIDEST POINT) LAY 7E
B691 eq.rt - O \ ` O Oa - c9 \ p D
1 FEEY LONG. AL� ISLAND CURB TO 8E OURE� AS SPILL CURB,
dI \/ f o Q�,, ' o°"' \, ` x °o'' �°o �' N�'� IIG 8G ` 12. PROPOSED 404 WETLAND FILL SITE A OF APPROXIMAT> LY 1126 SF.
°c. 7 _\, I 2 `', a / '�10 p��\1. \, 1 3. PROPOSED 404 '�"JET LAND FILL SITE B OF A?PROXIMATELY 447 SF.
14. DIMENSIONS OF OUTLET STUB 5TREET ARE G5' RIGI-iT OF WAY WIDTH AND
a°� °° �`l°o -� /�' 35' BACK OF CURB 7C BACK OF T P
o �� s t 55 PUM CURB. HIS AR�A PRO, OSED AS A
x l� COLLECTOR 5-REET I\' TilE CITY OF NEW KERN ORDINANCE5
y` I \ °o M _ ` �I \ �9 i ',,% ° 5TATIOI, (/j�� �! _ !' --' cn 5. DIMENSIONS OF THIS STRI ET SECTION, ';NTERSECTiON TO INT) RSECYION.
s y ;.l \ I \ .q /h BRICI=S CROS`� A j! r' _ ARE G I ' RIGHT OF WAY WIDTH AND Z5' BACK OF CURB TO BAC F K O CURB.
�` 1 � rs F \ SECTION ONE -A
\ �yc� �� G. FOUR FOOT TALL GR EN POLYMER COAI t_D POND PERIMETER CHAIN-LIN
\ o`\t °o. / \ �B PLAT CAB. t1, SL. bG-G 35 rn TF.
�` Y "� ,��°p , o \\ J, c �' ��i� - LI � r� i t��,, �<:� FENCING. K
Ir f -
R
-'g66 5 , V N a I'
L 7 5 D 404 WE �AIJD LL 51 F
118 � \ \ F z + � J� T� C OF APPROXIMATELY 12,01 5 SiW. �1C
9acosq� ',�, s�% r.: OPEN AR A # i �io DISTURBANCE TO OCCUR IN TH,
"� l l x s ` °` ':5TO12MWATER FOND �� �j+� i S AREA UNTIL APPLICABLE PERM TS ARE
k�. �` \� o° ' " �.sa' \, RECEIVED FROM NCDENK AND THE J5 ARMY CORPS OF ENGINEER5.
�_
5 � 3 1 1, Ito \ _ \ ' 34 ,,/ �' -im - 1 15. PROPOSED 404 WETLAND FILL SITE D OF APPROXIMATELY 228 5F• NO
'� - � �, 7O,I Sart 0, `�_. \ p � 2 ;� ;: D15TURSANCE TO OCCUR IN THIS AREA UNTIL APPLICABLE PERMITS ARE
�\ ! :�/ R
# 1 8 �� op�;,, moo.`• °�' f/ 2�Qfi //` �. - 1 3 {� RECEIVED FROM NCDENR AND THE US ARMY CORPS 0>- ENNGINEERS.
. j19. PROPOSED 404 WETLAND FILL SITE E OF APPROXIMATELY 2, ! 7G SF. NO
F\ \`\ ' DiSTURE3AN°CE TO OCCUR IN TH 5 AREA UNTIL APPLICABLE PERMITS ARE
119 oo / 93 / �� RECEIVED FROM NCDENR AND THE US ARMY CORPS OF ENGINEERS.
�,. \ f { 1' 1,,� � �° __ � 20. PROPOSED TEMPORARY 404 WETLAND DISTURBANCE 51TE F OF
o ` 20 , \!, ., j u 33 �� o ,, ' 291 -
[ �� ( a, 11 x log c 92 f a� \ j I1 # 14} APPROXIMAT L" 7 1 8 SF, NO DISTURBANCE TO OCCUR IN THIS AREA UNTIL
1 / f 20 5 7T:` \;� eaa� 5q t o y y,9 / I \ -1, ! 08 .-_ // F
�� e // t ,6S84,s it � ; 1 r : 5 APPLICABL PERMITS ARE RFCLIVED FROM NCDENK AND THE US ARMY
i / a i s rt �, \ 'y , f
- f f , �' S\� >o >o 91 2 �s ,°. R58 _ t ae °p,: , ,+r+ '� f1 CORPS OF ENGINEERS.
° s o 9r 582° ! 9 041M1 85.00' F
�� po• s�. / \ Rl�� : I , o7 c ! , tOJd DEN5ITY / HIGH D_NSITY PROJECT DIV15ION LINE FOR STORMWATER
�° z _ ,: / _ � .� � �I � 9 ° N;°4o'sdw 9s.00' 'PERMITTING PURPC5ES.
/� / 90 _��
d >° 9 / cJ _ n
I 1 �� , ' , 2 �, 8 ., �?,�. ._I- y oo
11 1 ,,�q1.8�00 ". >a sa, ,' j ��i : a 11 552 19'04%V _ oc' MAP NOTES
_� o
�i: �`��. �„ I I °v,. &9 � ;°_ BOUNDARY INFORMATION 15 A5 PROVIDED ON THE "5UKVEY FCR JCHN
�' \ co �o , 0 � o 57°40'50T 95.00' �� 1
AND PREPARED BY HEP.SERT J.
�, r , � \ / �. ao a4005a..It / % q I# I +!J RCB_RT ARDEE .DATED JANUARY 3, 20
o 1' . NOBLE- JR- 1-5 (L-2703).
h' — > > 00- / 6�' C 9os6 �� m S'
_.1. I f� °o° '��; ea��q /` _� �;I a 2. ADDITIONAL BOUNDARY INFOKMAT!ON 15 AS PROVIDED ON THE "REVISED
9 j' ",j �f i ';� �� o >o nr ? I L, , � _ SURVEY FOR JCIIN R06EKT HAfZDEE", DATED APRIL 1 3, 20 1 2, AND T-KEPAKED
.� �, Jam/ 1'" } 7 �., , > � O �13oo, 87 oo ?; q C G� BY HERBERT J. NOBLES, JR- PLS (L-2703).
�. CtI �� Q r I` / 13 °o ':', °oo, aacasa.rc ° ! 1 v G �c
�5` a4�u �,,� ; 2 NOW OR FORMERLY 3. ELEVATIONS ARE BASED ON NAVD 1 988. TEMPORARY BENCHMARK I5
11
'' 1 7 / / >` :. °* � - .' �!J j o # I `� JOHN ROBERT HARDEE � PROVIDED BY THE K;V OF THE NEAREST SEWER MANHOLE WITHIN BRICES
s�-�',00,-_ ` o ' . 06' asz. -, In Q
/) ° > a4�, j� �`' c ~ / PORTION DEED BK 15 16, PG 263 F� CROSSING SECTION ON''E-A, HEREIN REF RREQ TO "r=X. M 1# I ", AND CAR121E5 AN
f f>Oco aaca q,, > l�� �S:Go' �1 �1� � 0� � 'o �`
I // J �, �� ,�� �.� , c �o vATION of 1 G.89 .
e f� 0' 3 '0 0 ':1" j� �o '� 4. THE CONTRACTOR Sk ALL BE RESPONSIBLE FOR FIELD VEIRIFICATION OF
,'-
/ J
, �1 - - ! - / I >o `� 15 o e�,a5 �a r s . l oo S7°4O5 �7
fi ! % oo, ."D"ft z , s 03 ` I �`I L >000: 6,f �f9 4 � EXI5TING LENCHMAKK(5) PRIOR TO ANY CONSTRUCTION AND SHALL REPORT
> ,,. a7�= ,02 �o a �'� C
' � ; ti /°�, .�.`\`` q Q � , c � _ ,11
s' ANY DISCREPANCIES IMMEDIAT>=LYTO THE EN.7INEER.
, J �� „ �. a If 5. EXISTING CONTOUR INTERVALS SHOWN ARE AT TWO FOOT.
r f j ~
8400 g -F
. I! f % >° X� . , . _.. + : I o F a4°4 G. DEED REFERENCE:
I 16 _• a°'� ;` >°00 5 R � ry i „ -, G ; t o a 02 of o° DEED BOOK 1 5 1 G, PAGE 263, TAX ID:
/ l � °� t : a � O �. ,�, t ,1 ', O
- /� 1 � �� ti "- Q asF4 q,t 4 � b�' - 8a2a a ° oo s 7. A - ORTION CF TH15 PROPERTY 5CA1 E5 ;." ZONES X f AE PER FLOOD
f o E o ,ti
> 17 °o• >' = 336� s�3� '35,� fNSURANCE RF.`E MAP 3720548700J WITH EF! ECTIVE DATE DULY 2, 2004.
`' G 5 : � o
, > /o
- ... j p
fr { � j / 1 � � ,� � _...... `�,`� , THIS RE, ORT IN: NO V''JAY SUPERSEDES THE ABOVE I21=F)=R1=NEED FIRM.
,.. u. ,.. r. ,n ! ,.� '�` l ! .-� # 1 3 �L`O - >�' - 59,87 3� - _ #03 70, l6• - 99 '� F 1 I „
r f s oo \,,_. ' !' e� o s 69 8. 404 V'JETLANp IN CRMATiOIv AS SHn'�/I I5 AS P20VIDED ON THE WETLAND
J ` {¢ > 18 f G -� ° SURVEY FOR J011N ROBERT HARDEE DATED JANUARY I 0 2012 AND Y �
i r _- —~ — - 4 - #05 _
7 i / 'h 6', ' ' 8400 sq fc .. J '. �" , , H
r� !} !� , ' N� zs4 �, _ __:_ !� , - 1°".2 / so -\ � �ti` `.. "WETLA D SURVEY FOR JOHN ROBERT HARDEE ! DATED APIRIL 23, 20', 2, BOT 1
r N
4 �+04/WIITLAI`dt / > 19 s h?.6c�. ;,>- `',,. °>' N a Y A5 PREPARED BY HERBI RT J. NOBLES. JR. PLS L-2703 .
/ ., ,
' % r % / °°r}, 64CGsq.it 0 ;2.86 !'I !!, - AOI ,s: GL, ,- 2,G 9� , l )
f l ! �Q.. �- I , -I - _ , ..f4 i 3 "c� .3. Sao a,.'t..`� 5
I / `� i \\ ' e '"V' 8� sc.rc , # I 2 z 90 S t ',` C ` y �>.� V`l c.. 9Ga6 s�.:t \ \ 5� �� 1 .1
,�, �. ... i , + , > - ,1 1 i �,� LSaa7 q - O \ \ �� 8400 ey.,` O, 7 +
I d/ / .. 1 c 7. i 3' ,
. l °0�° �. ,4 � I I l o°, 20 Q O 84L, ,q." 70 \ � ` � `r
�r 1! �, o �' �r `
Co.- �' s r o °o, ECT I O � � , /
�- - .
f j S C 22 , ���, ',,,I �7�... "C' �.00 °� ✓6 :C z�
SITE DATA ';'• I o �L , , , F, ��
Q' \ \
I . OTAL � AREA IS 4G.55 AC. � '// ) . - U ° aoo rt. d A 1, a
11 i / ! / /! y a4'o sq.,: a a <- " O . S
�,
2. �T ,L G,. URB'-D AREA I5 ROUNDED UP TO 40 AC. I r : o �� s 95 " i , \
T RM WATE l %
3. 51T A DP. a5: 27 1 2 OLD AIRPORT ROAD, NEW BERN, NC, 285G2. POND # I i/. Q 2 I; n \ zoo w \\ �o °a, �6
r � F. , 7 ! '_ G ., r i; � j= r ' o aaoo sg rt P,_ a' v o C
5. 6UI DI J = :FTBACKS (UNL SS OTHERWISE SHOWN}: �07 \ I !I +I. +� I "sl COMMON AREA "C" a° 50 9
2. FRS' \ - �0 FEET �� \ �' 1 \ 9an6sq.t tN q 6
,.2;:0° 1 �� (OPEN SPACE) -� > � I P�
., .S i I o 525E 5,1A a V a r �1
r FEET 4�5' _ ® zo 0 51 °o \%
G. DK,'-I\A:7- -.,`Z UT'LI TY EA5EMENT5 ARE AS FOLLOWS (UNLESS OTHERWI5E Ss�, %# I G s / �,,- �` \ �° g3 - 4
NOW OR FORMERLY U 4 / +� o /. ��� /: t m ;\\ `\ \\ s��o_, '\ o°o
Y C'° - - JOHN KOBERT HARDEE 3 --_ ^` I / Jl 63 P 52 ,.. /°o hh v :\ \. �, co =,a" \
a. I 0 �O_, ffASffMEN+S .ALONG RIGHTS OF WAY. .-- I, o � � y o.
PORT?ON DEED BK 1 5 1 G. PG 2G3 l I 0 4 82bI 5a': / :.�o � � x� 92
b. I 0 i ,-' EA5EM`NT5 CENTERED ALONG ALL SIDE LOT UNE5. \ 25 L ° 307 / o- ` C
r--.,. - - r ,., - ... - m e. J v. r., f`) JC- '-2C, `� O, �;i / P� o \ 64C^ 9 v I
G c a
/ 6'. a'
O H / 9
0 Fa EM�:vTS CENT> R D ALONG ALL REAR LOT LINE a ,o4 a' 3
OT`!r .. ASffMENT5 AS SHOWN ON PLAT. ___ , �- ov a ss 9ti �, I za4 ? \,
7.-5ULT-UNO'- AREA: PROPOSffD CONSERVATION EA EMEN7 < 26 � / # �9 # i 0 5. 8 '� I 11 - �, � 3
' a. PRC'J ;L :5 A COMBINATION OF HIGH DENSITY LOW QEN5ITY. y TRACT 2 y auc°5,rt 53 a° / f,, a \ aaco_q.!c q
3 , b'O / C" `, L'aC.... ., i. ,,, \ ,, \ 8397 sq.ft t ..O/,, �,\ ,� i `� \ CO. � g I
b. TO v'F_RVIOU5 AREA 15 G7G 8G2 SF (I 5.53 AC}. 4 990 SF : '� =q`` ° "I . „ t , \ o � ,
404 WETLANDS c /' °o `'. ' r'� `moo 72 \�
v. TO Al- NT OF IMPERVIOUS COVER 15 33 - � - - - ,.0. AC r i_ � / JT � 46' a c�,q.t11 90 I
1.o / O \ O / o, a c �' o
c . -AL 'ROJE�T GREEN SPACE 15 6G.8Ic. ae' aaoo a- ZIN 54 ' / \ a ` g36�sq,ft i�� \ `� L \ \` ` q o � q 1
--,�" \(O ranJ C1 J .,, i , ;. , 64 OJ sq f_ /i,'�] I O. \! L,," ! ��- \ .I 1
f, 6. T AL .:J.:'3ER CP LOTS = 1 2 1 �, o , y, �� vly X. w , v o� 1
_�,AC• T SIZE - ±
Q 8,22G 5F � o Y_:; o /; ',_ �c� 1 / ', < �\ �.x� G
1 \ 23 f \� 11 p �� rr? r 1 / Fo° ' \ a<ca q rt `o \ O
t 1 0. N'GT'' O L�TRFET5 = G.207± LF ` P o� °�ft 4, 55 �o \9P� • �r \- r c� e,,_, :a - a t
I f . A'v =RA(._ _ T WIDTH EXCLUDING CORN_R LOTS 70 FT ( ,. o . / 46 \ *'% 5
r T - _ - r e r, {p O Ci O ,JU, r /. _� BtiGC 5a_, It \' C �. - \ \ .. �4 �\ - ° t, , i _ _ 0 '2g'��
r 1 2. inEA 17\B,. ._�^i ION: Lo 11 \'`'.�: '11) c-. . . - �\ \ � _ �(. �i_ � \\ �� O � .• O, t`.. h8-SO' �q �J�. g5, i
9 � �'�" c' 81,00 sa O '
/.
' � �r a
�, aj 52°� 556°02'30"r 59.74' v, saoo-q c \ 56 �'\1 \ 0, \ o \\ ` ea8 /. \76r?1 „', -
^ O v
64, / o a }a ,
OT L LOT AREA = 23.03 ACRES y 4'E N o a4oa.q.It `o \
T n. a. ,f.}, iG�D - -
\ °
.
T;_ AL 5f<EE AREA - 7.75 ,ACRES =u w90, -/ pq,�v 55 Uc 6 0' a4ao,a, �� vv. 75 s\\ A °o, �36
LLLv. .� O ./ -4anS :q h O ,l0' `v A S '� /' r 9272 sq-Ft
7
ETLAND AR1 A = 5.05 ACRES - l 30 sx / \.. �,'J'1 5, / po c v? v a o °o. y\ �. �a\It I , �. m
A _ �,}�oTA�_a�RE51 '� 5� w� n6o, sq,:. v / nq v
O L �J., '.BLS OPEvI SPACE i I .02 ACRES ;�ra�:I�eo! a7°e�, ° o °c. - ,8400•o.rt /x v °� .� Ill t\ ,� �5
� %- -- .\ / 2 / .. o� - ti ,>C 0 \ ® rc �. \ �, ;�`c ,c __..J a I- - . cG 18 sq.tt
TOTAL ARA 46.85 ACR1 5 0 / r ° o a4;;o: } h \ \ 1, c
o.
T' � / � �. , � '\ �2� COMMON AREA D I �� \ r i6 , c i4.��
' I , J ! > i� 3 I �/ �h �4 `9S ♦ \ sC- / O / a; / s 1 / ,7 \ \ 34' i sq.- \\ \ „3. ;-, I
/ f,,; i , 8697sgF. 5� (OPEN SPACE) o \ \ ' z
,. , � t ,lArf -A iE'�A5 SHOWN ON THE!= PLAN5. 97_
5TORMWATER �`° G / r ' '� s6- '� 'to % l - o
0
T 5 �v �� �/ . -.
F. STRAIED BY H� \ �,Y °'v'r �, ', �� o
p \ J
V ° C,
i'r' ! ! 4, ! rt/ ° .p+ 1 O N D #2 r .� �. ; p. • `. -F sq-It ; \ - `F, t O``." . ,` rs ` \ \- ' 2 \�.0 _ O
„- ��,R.:- VE CCCUf Y MAP5 AND U5G5 CUA S. 8 • \ r t; Q �_ / // &_ , \ � \ � T 1, Ill-
',-
1 ... ,., 9 "' j J'� / / —1 9.2�' � ;;/ 'J \ ,q rz - c - / OD '' 's - �"�! \ / \°j / h;, Y •� _1 , h
k_ F 2 r !; f %f O `\ �0 �' O + ,,,. 2/' #OG +�O / �t 4� /; /(a S3 - _,-.. ;' 84
E c� 35 , i m � � �,
3o > \. \' aaGo=,,I. r x 9C0 /" '/ 19zsaft+
_ GENERAL NOTES 1 " `� , a , 78 / �a - � o
`h ° o /` .
s o
i �.
_ -- _ COMMON AREA B �, 3� _ � ,�; �. .� - `' 3e zS,,ft 9.0°,,'�5a : ., s �
Y� ,
37 '
I . � � I� Pi`O'_ _. 15 BEING D�VEL LOPE A5 A PLANNED UNIT
4
°
- p - (OPEN 5PACE) �-,v ;/ - °!,. °, N /. / ,� / a' i Q '\ , ,:��, r,
v ���ELC'�P, .. VT. \,f% 00 \ 528s w, T 6 \ v ri16V "/ a - O.,(i�', lx. :r �, '\� N
2. �NCIVN Ek' ]TNG AND PROPOSED EA5EMENT5 ARE AS PROVIDED IN 34
.�. �' i I. \ 947 I �� O. 8387 , c Jt :
Trl PLA,PJ N35°Q4' 1 6"E 42,1 3' ! 6990 q f. �°' �8 \ q. "' G a. \ q/ -' / ' O II �a
2 o, s
3. _L COf.hl1"(�N AREAS ARE TO BE MAINTAINED BY THE DEVELOPER 554°55A6`ff 30.45' ,�P. 33 �, `\ \ S° „c m a I� 82 M
- . I O N° aaO, t/ o` ` 9 o zg - i' ` 9.q� 9591 c - 83
UN-1 5U-h' TI VE AS THEY ARE DEEDED TO THE PROPOSED HOA/POA. l'' ' . r 0} � =° '. °� \ � � /`, f 1 - 6sa:.)
\ A
�L �' \
NOW OR FO M ,�- - �
L
-, ,� %1,_ o `, � R ER�Y � �
r. ��, A ER Ai�� �G,,: �R SERVICE IS BY THE CITY OF NEW KERN. r W � � ,, � ° �,,; � ° c J
r, / i � � °� ; l '', 32 �; ., rr pa � � / �0 3`7 , �. , � \ �' JOHiV ROBERT HARD)=E .,, so / ` I i ; ,, ; ,`� �6,��z.a2� ... ' .. .. _ _ o
5. tA,/ATEK A\_ 5fL',,`/ ER SERVICE LOCATIONS ARF AS SHOWN. O r t
r r. j 8634 rq_fc �O !k� - a, '-]S .. e I � O° - ' 76- 3 'S° S \\ : , 1 , 1 I I F / "/ ` f 1 7.7y, -
1 ` h PORTION DEED BK 1 5 ! G, PG 2G3 " /'� I I ' ,r / �I z°
E. ELECTKI(A_ TO Bff DffSIGNED AND PROVIDED BY NEW 61wRN, n �.., °� .� / � /s STORM WATER
7. A.I_L PROPG ;1 D i LECTRICAL, CABLE, TELEPHONE, AND OTHER 2 / �� ( - '% 4c. 7'
COMML,"'I ATION WIRING SHALL BE INSTALLED UNDERGROUND AS r 11 / r ` 40 \ \� : +' i POND #3 is I
L=223.24', R=5 I .00' — y '& R -2� ,q, . (� 6� ; r i�,
REC 'DIKED �Y `LIE CITY OF NEW BERN. 0-230°47'33' 5 k `" %, / I
5. REFJ5E 5F=:V�CE TO BE PROVIDED BYTHE CITY OF NEW KERN 3 (04 s �9s � � i1 1 / �/ 1
1pJt_1 Ui' - CONTAINERS}. - � f 404 WffTLANZ5 y �" � ,r, � - , " � � , �� - v + n
9.=tI`�L!NG ��UCTURES AND FACILITIES LOCATED AND ENCROACHING N35°04'12'E Io3.22' ! I O, N\� �' 1,X N - ti� �� ,o
O� I HE € KR,_ JECT TRACT ARE TO BE REMOVED ANDIOK OTFIEKW15E 3 � �_\ � � � � !r � � �• ? � -
3 "� ( w �jj�
K . ':DCATt': �'RIOR T O OR DURING CONSTRUCTION AS SHOWN ��<f � /_ L �4 1 - - 1 ' , . � I y E w - -
hLR�I'J, ! 11 5 OTHE ,WI5F NOTED. EXISTING UTILITY SERVICES ARE � � 1, 11 r+f l / Q
O �5E ,E�.-'.::V,ED AND OTHERWISE ABANDONED UNLI=55 OTHERWISE 3. F\' J 1 � � �' / y ! It I- "11�
_ - - . - � � � z . - -
O E1 ' / �n- s i o C o
10 N..�CAFI G PLAN'` PER NEW KERN LAND USE ORDINANCE. � / r z Oz'
I 1 . „P"N `,r _VA' OF THE PRELIMINARY PLAN, SUBMISSION OF THE 3 y 3 - / - `, ,,, 1 ,
404 WETLAND54
`E ,m!T A,-'T,_ICATION5 VoLL BE MADE TO NCDENK. j j� r�
12._57, .. ©RAl_N5 TO BE DKRECT.EPlNTO THE ONV 5[TE`5`f� VVAM, ; / 3 0
E �1 �_ k D&.r.) 0 A�( (�� .F .f _J, L . .\ y / y
LEGEND
_71,
SYIV!IY,_
.__.
___
DE5CKIPTIONI
_'-
PG
DST
II
___ -'---
I L nfs1Kia'n~ , J of 'ay i(---- LIi(----
i
-
---
-
^ppPrLy
- _.._ - -
Property Minima-n 5u'loiro ,ine5
-
-
_
40A. 'We,G tlarj
-
-
N
I Fropo5ed G1Ja e Val''re Sox
1 5
I.
,J_
-
- ---
Proposed Ke -cer
_
_
�0
. Proposed Fire Nyc,r�,nt
15
N3
—....
"-oposeo 5" 1Voter Lire
I 15
,;'v5
Proposed G!' :'Dater -Ine
� 1 5
,J,
/-
— . —
. F,o�o5ed 2" /Vziter _!ne
5
^J
0--o-4-
F'rcpc5ed find ()�-L , b- cw of-
15
-
,,/4
P^e 705eci VVat-er Se` Flee
1 5
v1IG
®
-gr05ed 5eluer, "\,"anholc°
14
I 14
G I
`.2
- CI'CSeG Se':+r-r 5e:'11Ge
-
—0
- ,', -
Fropo:3ed Gravity 5e,wer �Ine_
14
5 7
xxx
— -
Ex Ming Utilities �T--
---
-
--mmomm`
�
D-airac!e F1ov! D'rec}ion Arrcvv
_
----
P #
�1I_'/Catch boSIm/Are. Droin Label
13
P.
CB-#
c_#
C'homrt , ,5,ual e Label
_
_
_
DN-'
—
Drainage Ares L_a�.-3l
_
I _---
I _
�'I
-
- -
--- ----- ____ -__- - -
_._
__O_ O�
— --
5-i- Fence (Lir. t5 of Di5t,rb;T�ce}
--
1 G
I
FC2
0
.- O tlet P otectL r.
I G
-
-C
�..__P
-
Temporary Constructlo Entrance
I G
I G
FC
C3
hear rare Cloth * Gr. vel Irlet F-cit.
- burg
ccF:.
e Flared Enc' Seceion
I G
ECG
GRAPH
IC SCALE
I
. I
100 So
0 100
�
.- s
Al=.- r;l`SCAL� APPLIE-S FOR
01'
24"X ,3 j " 50F77-5 ONLY.
PROJECT REVISIONS
11
Z�1!750R�PT �o��
a r, ..
0/
r�
l
i ,VP'?C.5.5
n/1��TWG COMM Nr5
JGT
1.26. _:1O I �-
21. C!._
2
C,Y;L W
;g,Q<SG
1GT
4
D L0J2/DLfVSI� F��1,-,,th,-
�
JGF
✓GT
! J. �0/
r 27.. -O / ,
4
_
al I R /SIOPJ5 ¢. CT_rCJ5
,S:N
U ,�?KC, SLE.
5
G
0
------
-
_ -
— : -. _.
I
_.. _ _. .. -
Ap
OWNERJDEVELOPER,
NAB DcvL1 OFn,,TNT, LLC
PC'i 22
-� X 7'>
i
JACK50N1,' _F, NC 2,354E
CONSULTING ENGINEER
Tr10MAS ffNGINLEKING, P.A.
'. 50X 1 3C9 - 4C ; 1 10h L_ F:` .',G
11",, � G.'RN. NOR r1 CA O I : ? �6�,
titer`'.-1-: (�:J2� �,�7-C72% Fk- : (`J7) C,3'- 244'
LAND SURVEYOR
4`��ERT J.NOE1 1-5, J�., F'�
r�S# L-2403
F.,
I � 86 CA ����v ;CA:7
AY3;'RO, NCF�] I i CTt.:Ji_l'o]A ;�' 8L 15 4
FINAI, DRANA'INGS
Rele,ised for bidding and permits only,
not released ,,'or construction.
-- - — -
1.
�1t, llffjj,/, ,`,11',ill I71 �, l
/
�,,,,,
T � l I
C
\\� \G I ti ff, ��� R p �,
�c ,; ." 1 Ok��T % G' o -" fir` 9'V
~ � SEAL _ .I-w -
�Z C-438 a"
, t �-:
1 '� II
y�^
CA��,` O �� I I" �iy,. " `
, ;'��1I Lf S: [,� \� , l�l lfl Sll, 1 ti
7 U l
f /
1
1
t
! �1
�1+f:IIilil�� �r1lIilil
SITE FLAN ,%
51TE IMFKOVE ITS
I
for
HARDEE EARM5 - PHASE ONE
ra PLAVIVfo LAVIT e1_`VfL0,` A7A`r„
TOWN5NiP #%/CPAVEN COU'JTY`NEI,I/ ffF-KJ/',iC Tr1 CARO-IN",
5C4L!-: I ": 1 00' DATE: I .04. 1 2
PROJECT #: 2C I 1 -020 5HEE 03 of 2
-
117 11.
7'k' / i
^' , n]
IV .1
.A
I J M
"I41
71 n w
" '
w .I. a
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nNs
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F
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T
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% 1 ,,�,J -h `Y
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4,
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V E.

�� ;0; IA/OTFP A ',FIA/FP P1 ANI KFY NInTF� uu`
�{ ` '� 1� \ l V Y I \ I L.- 1 \- l - - V • l- I , 1 4.-• ,- �--. , - I 1 , v , - V " , „
•1. q 9t3 `I �•\ 1 . TIE TO EXISTING MANHOLE AT THE PERIMI TI=R OF "15RICE5 CROS51�'�G 7, <FF�R TO 511EET ! 4 ��TAI'� S6 I~OR TYPICAL GRAVITY S1=WER
�\ SECTION ONE -A", HEREIN REFERRED TO A5 "I<X:MH# I ", EITHER AT T' TRENCr11NG EMBEDMENT DETAIL.
�, \ EXISTING MANHOLE INVERT OR BY ACCESSING THE EXISTING STUB, THE 8. REI'ER TO 5HEE'" 14 DETAIL 57 FOR TYPICAL WATER � 5EWER
s zUv"--z EroAP�er;;� `aC, ` � CONTRACTOR 15 ADVISED TO EXCAVATE, LOCATE THE STU5, AND 5ERVICEHORIZONTAL LAYOUT DETAIL,
Fr: of Lin -/' 97 s. \ EVALUATE WITH THE ENGINEER IF ?ROPO5ING TO T'E TO THE EXISTING 9 REFER TO 5N1=ET 15 DETAIL W2 FORTYPICAL'A�A,TER VALVE �
Im {i} 2 d e
1.
3ics-off A55emb!y # 1 �1� \ STUB. THE CONTRACTOR SHALL PLUG THE ENTRY INTO THE EXI5TING VALVE ROX DETAIL.
MANHOLE UNTIL SUCH TIME THE THE PROJECT 15 TESTED AND 0. RE? LR , O SHEET ! 5 DETAIL W3 FOR TYPICAL FIRE HYDRANT
�' ,� DETAIL, LOCATIONS ARE AS SHOWN ON THE PLAN.
n� V APPROVED.
s /' `'' 15 9G `a X 2. REFER TO SHEET 14 DETAILS S I , 58, AND 59 FOR TYPICAL STANDARD ; . RFPEF TO SHEET i 5 DETAIL W4 HOR TYPICAL END Of LINE
rt !° _� \
y VHA25J 1 7�1 5°{L f%� i 143 5EWER MANHOLE DETAILS. DLOWOF DETAIL.
°n '` � ^ �• ' � \ ��p> 3. REFER TO 5HE>=T 1 4 DETAi.L 52 FOR 5' IN51DE DROP MAN`1014E DETAIL. 2. R( FER TO SHEET 5 DETAIL W5 FOR, TYPICAL WATERLINE
_ �� % 4, REFER TO SHEET 14 DETAIL 53 FOR TYPICAL 5EWER SERVlCF ELEVATION TR Ni RING EMBENDM> NT DETAIL.
141.95 \ DETAIL. 13, REFER TO SHEET 5 DI TAIL WG FOR TYPICAL TA?PING
i ,'IliIt f f i -4 � ' /` `Z 5. REFER TO SH1=1wT 1 4 DETAIL 54 FOR TYPICAL DEEP -CUT 5EWER SERVICE SADDLE_ ?LACEMENT.
f e ELEVATION DETAIL. 14. RLr 1 1Z O SHEET ! 5 DETAIL W I 0 FOR TYPICAL WATER
�` ,� .. �\ , g4 ��' �, G. REFER TO SHI I T 1 4 DETAIL 55 FOR TYPICAL :EWER Iti`-LINE WYI DETAIL. SERVICE ELEVATION DETAIL.
{ t / y!�
1 1 1 G \\1 L�� 15. ?EFE`Z TO 5r1EET 1 5 DETAIL W7 THROUGH W9 FOR 7Y?ICAL
t vools5q.l
I < .
It F , 869 eq.ltV-,, .\ `, ,( # 17 ' `��fJl 8G �\ WATER )_INE UTILITY CROSSING DETAILS.
",�,e , \� - ti - ADD 3 - 4" DOOT5 (EACH SO- ANGLE TO MH#6 AND ADD 2'
I'o
��� ?�� _
j 1 7 ,� I 2 , - Remove Exi5t,rg Temp. 5lcwoff *? STUB AND CAP.
i. J
9so N11 7a6E,gFt l� . Tie to Ex,5ting 8" Gate Valve 17. Tiff TO EXISTING 10" SEWER 5 T UB AT APPROXIMATE ELEVATION
_ 5 PUM , -5.98.
�,, ;'p, °' , �STATIO (.� �� ( _�' 8. ADC 20 LF 8" PVC STUB OUT AND CAP.
`�� \ �� �- 1 8" X 6" X G" DI Tee F4 BRIE S CROSSING `- W f 19, TEMPORARY 8" VALVE BLOWO F A551 MBLY TO BE INCLUDED
�' a % `,a �$2° mi,422 { 1) G" x 2" 71 Reducer ��(� SECTION ONE -A �' IN THE 1SEC'� ION A" SCOPE OF WO ZK.
r (1) G" Gate Valve and Box o RS PAT CAf�. H `JL, 56-G 35 ; _
`� 6 2" Gate Valve and Box �'BM� _ L , 1 Q , `� ' f 20. SEJ4 ER MANHOLE # 13 AND ASSOCIATED DOWNSTREAM SEWER
M. 1 � tit„ , I {) ���{? di(l -, )__ i �'� 1 7 c� MAINS * SERVICES TO BE INCLUDED IN THE "SECTION A" SCOPE
{ I 18i f ' � �, 7966 5q-{t , \ `� f/� "_-.. ' z r,j ( 3 1 f
i / , 0 \ \ OPEN AREA # I �` •. 1 -` V f OF WORK.
s800sa, ' � � io 2 1. TEMPORARY G' VALVE $ BLOWOFF ASSEMBLY TO BE INCLUDED
' k` 5TORMWATER POND \ I _ �1y _. to
^\ �� 1 IN THE `"SECTION B SCOPE OF WORK,
14 1,I � � 110 \ \ 34 OR
-` f cn 22. 5EWER MANHOLE # 1 9 AND ASSOCIATED DOWNSTREAM 5tW><R
\ \ ,� / `f,. 7oij Sq.r[ \ QIli MAINS 5ER1 1 E TO BE INCLUDED IN THE "5E PION "
�,`,' s',\ ?s %� \ �+ 32 t�,� C 5 C B SCOPE
,r �~� ;; J°s V `) f 1i � � OF WORK.
° %' • �,, � ! 23. ADD 2 - 8" BOOT5 (@ 90° ANGLE) TO MH#2 I Wl6" 5TUB5/CAPS,
1 ` �s `` 03 / - -- -
7r?,2 Jtl `G �
1 / " / ti 33 ' U . }End of L,ne 61owo f
W \ l 11 , e2 1' r ;� A55embly w,'8 Var,e '~-
O s !0,, Y W_W 0 29 / i
/ // ({ '' 20 - x. 9400 Sq.rt ! ro .-� `#0 ! I o8 1_L, _-�
r.7 7 rt 7 `� b616 q- �� W r ���-�'1C�--'-_ti-4 J5b4 Fq'- 55g
11 L�
.:
9!11 1 MH#zs // / /�� �s ;f,� 1 i/� 07
w. %` �� � BY �� ��
f b f\ ~� y 3 f I / / '`T "11�4i r o .I�: � u 9a3s Sy.`
R - 1 d ` 2 I gQ 1 � f '. " 1 1 v spz
i� '� 3316 sq't 12 I' / ��4 '�-w, r�'�n -� �1 � �62
1oI O l Remove Exist3n Ten 81owoFi v i ,,i1."., \L
/ 9 p 8.
/-11 \ e'°°'q k T e to w5ting t5" Gate Valve. 21. � 9 1 s_
7
/ Al /T-' sx,. - vn# I
GRAVITY SEWER PIPE DATA
PIPE
DE5CKI?TIJN
INVERT EL,
OUTLET EL,
LENGTH
SLOPE
S5# 1
1 0" DI,
-2. ! 9'
-2G I'
i 49'
026%
55#2
8" PVC
0.32'
0,00'
80'
0./-07o
55#3
0" PVC
- I .82'
-2.00'
e5
0, 26%
55#w
8" PVC
-1 .08'
-2.09'
252'
0.40'D
55#5
8" PVC
-O.E4'
-0,98:
84'
0.41 %
S5#G
8" PVC
0.59'
-0.54'
358'
0.4017o
55#7
8" PVG
2. 4'
C,89'
3I 3'
0.40%
55#8
8" ?VC
3.50
2.2G'
177'
0.75%
55#9
8" PVC
5.75'
3.66'
290'
0-727c
55# 1 0
8" PVC
7.40'
C-74'
! G4'
0.40%a
55#i 1
8" PVC
8.22'
7.50
18''
0,400/c
55#1 2
8" PVC
I0.00'
8,32'
422'
0,4070
55#13
8" PVC
3. 19'
271'
1 19'
0,40170
S5# i 4
1 8" PVC
4,29'
3,29'
250'
0,4017a
55# 1 5
8" PVG
5.G4'
4.39'
3 1 2'
0.400/0
55# 1 G
8" PVC
G.GO'
5.74'
21 5'
O,aO%
55# ! 7
8" PVC
7.9G' I
G.70'
3 1 G'
0.4070
55# 1 8
8" f VC
8.53'
8.0G'
f 33,
O 40%
55# 1 9
8" PVC
8.83,
15,00,
! 93'
0.40%
55#20
8" PVC
5.53,
5,74'
33 9'
0.827n
55#2 1
8" PVC
8.50'
5.90'
398'
I 0.6507.
55#22
8" PVC
3,40'
2.24'
25 I'
0,40%
55#23
8" PVC
4. 1 2
3.50'
155'
0,40%
55#24
1 0" PVC
- l .58'
- 1 .72'
50'
0.28170
55#25
i 0" DIP
-5.84'
-5.98'
50'
0.28`/a
55#2G
8" PVC
4.G0'
4.30'
7G'
0.407c
55#27
8" PVC
9,50,
7, 1 Q'
252'
0.9571
55#28
8" PVC
G.001
4.70'
320
0.40%
55#29
8" PVC
G.22'
E. 10'
30'
0,40070
x;111 ,f t / � \ / � � � � ' 640o sq,ft t { , 8 x 8 x 8 x 8 Gro55 r,
J ` ,,,a
�`11
(3} 8'' Gate Va�ve d Box
} �r '% In f M O �8 eo66 sy e 6fotvofr
l iC'
{ F I / \ / (I)�ndorLic.
16� / l I ! �3 ;_ � 6400 5q ` (i) Ire Hydrant Assembly �I �0� 1 06 Assembly w/8" Valve
J f lrr
- SS 87 a� Sq
j 13 1 e400 sa.k
#05
0 o1 ! 1 1 1 , �a Now OR FORMERLY G�
, ,q 'b , I / � / aa�sy.,. , i o� / I 0 - �' JOHN KO HARDE(
/ fC ® 8625 Sq c Q
1 1 1-1 14 `� * / e.4005n.1t ;' � PORTION DEED BK ! 5 16, PG 2G3 ��
r Cl 05 1
! 11 l�l / / l 84COSgk FF ;f o 1, qf[
/ /
, 1 ,••) / ✓Y + 5 �� �i Q j' eaoo #Oi2 i .___. { 1 } 8' x 8 x 8" x 8" bl G o55
l ) / p
e �� / ! / 8M �', It g I'll�'1 I (� { 1 r 8' X 6"JI �2eoucer # I'3 �`.
f ' �C . 1, © a7ss s _k 1 (2j 8 Gate_ Valve Box
j
1 P \ �7 �/ � aa�o 5.,1,: '.. , ( ) c, Gate Valve $ 8ox
f
1 1 l 1 1 I tea%:".�# . __ - i� 104 IQ3
/ I l 1 / 1 ` / N 0 �,-1 s ,t o2 #08 ,
% i f 1 ! ' / G ,# o ' ; Plre ': ,ydrant A55emb1y - i 3 C ,q =
f f y i / 8.,00tgAt ea 8a6 ;, �, aaoo y,a ��1�5I ?___�
rt
/ /_ f / r f ® i I oo #20)
1
17 f 9 � ``- E 9a41,� 5,, F, 1 _ i 093 5q Ir_ � j y
J 1
1 j 1 1 / 3 S E ice_
��5
q.
a I l % ! /. ! ( ! { ! 18 ' ,. ��\lq+�v, �:55 _4•1 . ~.. �. �1rp� } CCSS �,�,-
J f r a �_ i +
/ ... -..
1
1 f 1 1 1 -
..
1� I l 1 / 1 � - �(# 0) l / 14v4 WT'A D ��1 1 l9 y �' ##0��,
b7 `�fiOGj - - � ; rm�i3 98
1 / 1 1 1 1 �940o sy.k # 1 5 rsu_, >a II ,_ � 2 , O /`°
I / ! ,/ f 1 B40 sq.k 3
- .� . R '%> � I *_-tea. 68 s ' { I } 8" x 8" x 6" Di Tee
f q /. 2 0 s 2T 1 Q �
GRAVITY SEWER MANI-10LE DATA
5TR.
DIAMETER
PIPE IN
INV. IN.
PIPE OJT
!tiV. OU-1
EX- r �r# I
4' 5td.
55#!
-2,Gi'
MH# I
4' 5td.
55#24
- 1 -72'
55#3
-1 82'
V 192
4' Std.
55#2
0'00
S5#3
-2.09'
55# I
-2. 19
55#4
-2.09'
rvi H#3
4' 5td.
J5#5
-0-98'
S5#, 4
-1 .08
Vh#4
5'Orop
S5#G
-0.54'
55# I Q
6.74'
5S#5
-O.G4'
55#13
2.7i
tv!H#5
4' Std-
55#7
0.89'
S5#6
0.89'
VH#G
4' 5td.
55#8
2.24
55#2 2
2.24'
5S#7
2 i4'
P,-15#7
4' 5td.
55#0
3.GG'
55#8
3.56'
MH#8
4' Std.
55#9
5 75'
GVi_J#9
4.5td,
55#I I
7.50'
55#10
7.40'
m1l# 10
4' 5td,
55# 1 2
8.32
5S# I I
8.22'
Mti# I !
4' Sid.
55# 2
0.00'
MH# 1 2
4' Std.
55# 14
3.29'
E 5 # 1 3
3- 1 9'
Mr# 1 3
4' 5td.
55# 1 5
4.39'
55# 1 4
G, 29'
M`i# 14
4' 5td.
55# 1 4
5.74'
55#2C
5.74'
55# 1 5
5.64'
MH# 1 5
4' 5t6.
55C 7
G.70'
55# 1 G
E.60'
VH# I G
4' 5td.
55# ! 9
B.OG'
55# 1 8
8.06
S5# 1 7
7.96'
11 7
4' 5td,
55# 1 8
8.59`
Mti# 18
4' 5td-
55# 1 9
8.83'
MH# 11
4' 5ta'.
55#2 !
8.50'
SS#20
8.50'
M0#20
4' 5td,
55#23
3.50'
55#21
5.90'
S5#22
3.40'
P4�.-in2 i
4' 5td.
55#23
4. 1 2'
M11#22
5' 0ro7
i 55#2G
4.30'
S5#25
-5.84'
M`l#23
4' 5td.
55#27
9.50'
Vh#24
4' 5td,
55#28
4.70'
55#27
7.10'
55#2G
4.60'
M11#25
4' Std.
5Z')9
G. I O'
SS#28
00'
1 r a63: , 1f s�= 9�.rt I s / ( ) 8" Gate Va ve G. Box
',�iGg6 Sa,i[
1 f' f ,� ' It G9 S"'s / 97 / { l) G" Gate Valve Sox
+ Fire ti Brant Assemb�
r . . b�,ICTION, A ��4� Saw Sa (1) Y 1/17 . ll.o a a4a7 s%i p �e�1. aaac sa,_r� ' 0 \
£� (ram ��� 227[� 9�'sq. �(��/ A\ / 3
.�. ... ' J. y s r. ,4 CO f I �. '� BaGC Sq it - - ..r� F.l Y)[-�: ��- ;D I
,I:_, , � \
�j 11
(O / , J1/. z .. `IIN 7 `""�``' /
/ /
V.
\ '� l t!!/�i. /! '4"Tj III + - '.���q. E,CC sqk BAOO Sq.1' , v \, / j
„ TORMwATER . ; 1 �.", , , 95 � V
s
. A �00 5400 "..lt -\
11
POND # ! r%. i 23 I : c - Mr.K� # I
1 ! ill ; ; ` as c q;: `' .u-'-' /
I Is" 50 \��
y � - � - - � � II 1 li ') - ~ ! COMMON AREA "C" :- O
I 1 f 1 1. # 1 2��I G4 PE SPAC yG665a i[ `.� .�� -
}
- WATER * 5EWER NOTES k
-J F
� J 1 1 I` 2' s 5!
t I C'", f I- CITY OF NE�'� BEKN WATER AND 5EWER DEPARTMENT, 252.639,759G, PO BOX I i 29, NEW � � � "I 875b sq.1: � - __ . I j / X... 1/1 � �3
s B�I?[V. I�lC. �. r / \ � tsa cq-rk
;,S3. NOW OR FORMERLY � 1
,
e 2. 1`J T� I F_V= r�,' - -1A; THESE NOTE5 OR 5PEOFiCAT1ON5 ARE IN CONFLICT WITH REQUIREMENTS OF THE LOCAL4 JOHN R06ERT HARDEE M -�. N f # l 3 r G� ����° �# 5 s �� /
14 TIL"1" :y 1;_ .1'Y. THE LOCAL UTILITY REQUIREMENTS SHALL GOVERN. IN SUCH CASE, NOTI> Y THE ENGINEER f / Or[ a2a q.ft ///� h /% / N�,\ 2
PORTION DEED BK 15 € 6, PG 263 % 96475 4IIII .'/ 6 Q �' i O
Rr�; , :.DI' , r -. _,CRLf-ANCIE5. N. 'N
y
t 3. CGIaTR .- O . _)HALL BC RE5PON515LE FOR !DISCOVERY OF EXISTING LNDERGROUND INSTALLATIONS, IN �7g= SyLL r
/,: / ,/,, s 9466 sq.' �r.::,�, IM .�
N - `�
�T AD`�lA JC'L OF _ XCAVATING, 5Y CONTACTING ALL APPLICABLE LOCAL UTILITIES AND BY PR05PFCTING- '
�� - AROUND ALL > XISTENG UTILITIE5 AND SHALL PROPOSED GO�I ERVATION EA ><M ENT `,\ f / ' .� ,'. �/ I .
� t iT Rr- ��=, ri;'',; L EX_RC15E EXTREME CAUTION � HEN WORKING APC 2G
TAKE vECF -.�Y F RECAUTIONS TO PREVENT 17i5RUf PION OF SERVICES TO CUSTOM] RS. II a 48 ` a4co sq.rc
TRACT 2 8aoo Sq t 62 53 1, v 1
3 { Fire H dram A55embl" \ 8397 =q
a 4. UTiLI.y L0 ,�- ONS S ALL INCLUDE, BUT SHALL NOT 6E LIMITED TO, BOTH MAIN AND SEI2VICf LINE5 FOR 1 4 990 cJ. f } Y Y /�, / SJfl,a d400sgrc i/, i` / rr�ny5' '\ /�' 3 �
404 WETLANDS 72 a
FC _C'v'r' N:�: `iAKITA, Y 5EWER LINE5, >-LEGTRIC LINES (OVERHEAD AND UNDERGROUND), GA5 LINE5, y W� q AC. '/ / , e400sq.re " � / + 90
i
27 '% 47 \ O I
- TFLffl',Cl D ,T _-ABLE TELEVISION LINES, 5TORMWATER CONVEYANCE LINES, POTABLE WATER LINI<5, AND x 94: 5q, 54 , �.,._ aa4 836 .t / 1, ,x X, 34x=a.' / /'
RE L ;IVE s I, ;TER l_fNES.
5. T L C I\T ,r,C I OR SHALL COORDINATE THE RELOCATION OF ANY EX15TING ELECTRIC Al TELEf'I10NE � y y , ;,/ 9o1?7 �:It / #22 . \ \ ;/ BnO , \\ a ^ N I
t39 Fire lydrart Assemb'-
POL OP, L,(, 5 WITL' THG LOCAL UTILITY COMPANY AND NOTI 1 THE GORR] 5PONDING PROPERTY OWNER ( I ) 8" x 8" X 8' fee 28 ;` v 1#;gCD (} y
(2) 8" Gate Valve � 13ox s400 sq,Ic 55 g" \ s� �'>a,, Aa,o sqk
{ I) 8" x 2" DI Reducer
PR'CP. TO ivEtJCrMENT OF ANY WORK, INCLUDING NCDOT ENCROACHMENT PERMITS. 1 ' #04 `ao.rt ` / / i' ` GG \ /; 5 1
AL: SANiT°, :�E'h✓ER MAINS AND OR WATER MAINS NOT HAVING THEN CE55ARY 36" OF COV> Z 5�1ALL F3E �� 60 eaoo sq.rt < . u
6 1 �4'D 3,.J = i
DUCT'I E l� OL, I`'E. 29 I' #2 1 / Sac =qrt j \/',, 88 # i
2"x2°x2"T e
F b4r�rt o ,. �i-# 5G y / t J ! n417 sq rt { ) e n ____:�,
n. F EXISTING DOWNSTREAM A ANITARY SSW R q 0 X/ / v
7. GCNT��AC HALL V�RIF LOCATION AND INVERT ELEVATION OF EXIS NG DO N5 RE M 5 ,. SE '. ��� 8., =(2) 2" Gate Valve � Box
1 A PIONS. TrE CONTRACTOR SHALL NOTIFI /"w - '`C�D�� '
LiNJ AND ;Iv' DRAIN LINES PRIOR TO ANY PROPOSED IN5T LLA� 5 ® /
TI1E r�NG'N�I ��. ~ 5UCH LINES ARE 5HALLOWERTHAIv INDICATED IN THE5E DRAWINGS.jTL IV ��``=5=-,' LEI / as F �, 87 q'7zsgLL
v
6. 5T0K':1V%/r=.T�- KAiN5. ROOF DRAINS FOUNDATION DRAINS, AND ANY OTHER STORMWATER FACILITY r 30 "k � ` C '` /` sa r: /
k 7 /
\� I 86C 5a, - ,5-
I, I A W N P I T Y PROW&ITED, f ! 1.44 1. /
CO NNLC` J =, rC THE 5AN'� RY 5E ER LINES ARE 5 R C L €C` `J ) T b4oOlt ' ,_: O t 1 � `4 \\� `i✓ \', i/i 46 5
7'11- t . i �'�,
!n1ATF! LIN- I,, -Y CO'�5TRUCTIQN SHALL NOT BEGIN UNTIL AREAS OF WATERLINE CONSTRUCTION ARE } -L \ \. - R A D 7G : /
f [� ` S � / COMMON A E / O /I r . ��' �
- F - r i i f I I] T ti 3 I \ ,.4' �_ 'Ss. / 5461 _q. , f s.. /
f
ROUGH G- AV _ D T, 5E WITHIN ONE FOOT OF I IN15hED GRADE AND FILL AREA5 ARE COMPLETED AND ! , , ?� O \ 11#7I.. " �, 2 � f � � / 7� '� � �. r
CO^�('AGT D. " �, -STORM WATER C `G a �4� E` „a, �. -
a 3G a,.:. ,' .. .� 43 72
9 ,
0 O�G� -e%
10- b'/r:ILE T E5 € I Tr1- CONTRACTOR 5HAI_L EN5URE THAT CHLORINATED D€51NFECTION WATER NOT BE N " �, y46�,,,,iL ., ; a4co,q.lt
POND #2 �? .. �...
CIS%r_ ED iRECTLY INTO A STORM DRAINAGE SYSTEM OR SURFACE WATERS WITHOUT THE PRIOR USE 0141 / / � \ %$ �
APP�OPRiAT' __E-Ct-lLOKIITION METHODS. M � ;xs� . `'` ,� 1.
�. 84
REFER TO 'C IFICAT':ONS SECTION 02GG5 FOR WATER DISTRIBUTION SYSTEM. r, .-.'-`'`cp '" 35 \ z V -, O
\ ; - 2 \v�0 8400 s�,.it Sr / 8 / !s h�� ^ �� 1192 ��,,-
c - " III `/° 3�5I sgJt ;� ,I. 7 y. 80 #17 �'
1 ?_. ��FFER TO �PE';'FICAT',ONS SECTION 02730 AND Q273 ! FOR SEWER SYSTEM. CO{ 1MON AREA B °`_ / A ` , - �r. !; /7
' f 37 l v, 58I 5 , x u sq \ 1wti�, 5nd of Lire
3. RE:, ON O� '':%ATERMAINS TO S WER: `{ )
a O /
(OPEN SPACE) w / �;
/' a728s,.J[ M �� dr if �, Blowo�f Qs5embly
A. LATE ..LPE2ATfON OF O WER AND WATERMAfNS: , (I}Pare hydrant ASeembly h CH) M dzu `ti° 4l l (!) 2" End of L,r.e" un#� 81
�� F r° ! 9. : 5G, v Blowof{ Ass bly \ s q..
F3. V A, ��':,',INS HALL 6E LAID AT LEAST I O FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS 3 (I) 8" x 2" 17l Reducer : b55os�,it � ����j:. 9 ff
,s UNLE`,5 sCAL CONDITIONS OR BARRIERS PREVENT A I 0 FOOT LATERAL 5EPERATION -- IN WHICH CA51~: (1) 2" Gate Valve � Box %/, x 8 s �,1. ~
a. TI I_ .; 'MAIN 15 LAID IN A SEPEFZATE TRENCH WITH THE ELEVATION OF THE BOTTOM OF THE 20 LF 2" 5DR 21 Stub ,f -,, 3, 33 \ \ spa11 9�9, so• ;
il i e400 Sq;t n: o6sz .F 83
h\TEr, -;I''� AT LEAST 18 INCHE5 ABOVE THE TOP OF THE 5EWER. (capped blocked) y € r U) Fire Hydrae Ae_<,^lbly �, %- i q /,l' 65rso5 -k
NOW OR FORMERLY - q
TL-r �'.'�TERMAIN 15 LAID IN THE 5.AME TRENCH A5 THE SEWER WITH THE WATERMAIN LOCATED AT ONE � h y N, � 39 � #23) f . � I) I ! � � ��? .
32 oi0, :qrt /" / JOHN ROBERT HARDEI= y >,,
�IDL 6ffNCH OF UNDISTURBED EARTH AND WTH TIE ELEVATION OF THE BOTTOM OF THE 5o"45aft 9 3 r I , / /
VATE�,.^ ,II AT LFA5T i 8 INCHED ABOVE THE TOP OF THE 5EWER. . 1#n /", L ti,n#z PORTION DEED BIC 15 I G, ?G 2G3 /%1 , i ? is �i
CP'0t,51 : A ,,VA`ERMAIN OVERA 5EWER: ^/ 0 4 e 'f f
_, . / sTOR�WTtR
B. 2�� F � poND #3 /- ,�� O (I) End o. Line
.'d I ER 'T IJ NECESSARY i OR A WATERMAIN TO CR055 OV R A 5 WER, THE WATERMAIN SHALL I G (I } 8' x 6" x G D! Tee Sq-t �5;o�>Joff AsFj
ti r . �' , .x// 1
N,F � = 5'L CH AN ELEVATION THAT THE BOTTOM OF THE WATERMAIN 15 AT LEAST 18 INCHES ABOVE ti / (• } G Gate 'halve Sox u : ;/ ? I
(I} 2 Gave Va''ve * Dox ' } ! `
N` ' F -F Tr1E 5EWER, UNLE55 LOCAL CONDITIONS OF 5ARRI ;RS PREVENT AN 18 INCH VERTICAL \ ti , ` /
{ i ! G" ; 2" pi Reducer �''\ \ I , � rn
EP5 )PJ -- IN ' /RICH CASE F30T11 THE WATERMAIN AND THE SEWER SHALL BE CONSTRUCTED OF - - 4Q4 WA TLAN.DS F �} £ f /,� �+ �`
RP; vJATEKIAL5 AND WITH JOINTS WHICH ARE EQUIVALENT TO WATERMAIN STANDARDS FORA � 1 I I OQ� s� I r Al tl . ,IV
DIS r.`C:: JF i 0 FEET ON EACH SIDE OF THE CROSSING. $ ���� I . 1; \ ' I f v
C- &�055"! � A WAT-RMAIN UNDER A 5EWffR: - - - �Q � / 41 -- 1 - >� I � I �' `(1� z _
a. WIWI,j-VIER IT 15 NECE55ARY FOR A WATER'VIAIN TO CRO55 UNDER A SEWER, BOTH THE WATEPMAIN I / 2� `�� ' � n) ." � � z c7
AND TI IE E'aVER SHALL BE CON5TRUCTED OF FERROUS MATERIAL5 AND WITH JOINTS THAT ARE 3 � _ �� I 1 / i Ie Q 15
F_OUI`JAL',.AT TO WATERMAIN STANDARDS FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF TIE POINT OF y y . "' � i` ! Q ED Q
CR035"'�. A 5ECTION OF WATERMAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. �\ I ,� / 3 ! �,J� w
1 /:, WA" E?MAi _l ;-FALL 5E INSTALLED 4 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB UNLESS � / / I O f-
OTH wl�e ,WN, y y � - � - - � - - 404 WETLANDS � ,� _ � , o
15. ALL %kAlrP V _1/LS SHALL BE LOCATED OUTSIDE OF PAVED AREA5 UNLI<5S APPROVED OTHERWI5E. \- (tit / kF / � ( O
I G. WA rR VALV` �OXE5 LOCATED OUTSIDE OF PAVED AREAS SHALL BE PROTECTED 5Y CONCRETE VALVE t rL_
PRCTLCTOR C'OLLAR5 AS PROVIDED IN THE DETAILS, WATtK VALVE 5OXE5 LOCATED #N51DE PAVED OR 4 / � / / 11
CCNCRETE ARL;;5 SHALL 5E LEVEL WITH SET FLUSH W#TH FINISHED GRADE. 3 � \ ,s 4 - / / 3
LEGEND.
.-T .-- --------- ---
1.
S,'-GSYVBU_ DFC.
"y'
-/io t, fLI �_ O:7.r o --_.._ �- - -
- - - Property MinnTo,T Id!n� Llnes - -
. 404 '0/u_lands : X.
- V - 'I ?rcpc5ed Warmer Vale Box ! 5 l k,V2
------ - _____. •
IIIPropoaed Re-3ucer - _. y ": I-
�5 1' x.
_____._____�_, , C "' {k
,*_ ' Pro.oGed F!re Hydrant 5 �I�3 4 /1 i'
. u
�� s
propo5ed 8' WV ter Llne 15 ;,�r�� f V ,.
. -__- -- -_---. 4 1w
__..-..... ., �• AA
Prvosed 6" `.rvf_ ter ,_Inv 5 v
,'v`E 'I n�
- - - �- , ,�
`;
- P. c�o5ed 2 r",'ater ._:ne 15 N� 1w •
1. - _ __ i '^�
-. -- `.�
U
I ^
H,-� !, F'ro�csed End-of-L!r__ B'io�°•�,� Off 1 5 . J4 F- �.
- Fro�o5ed Wa'�e� 5a ,,ice � ; F I .!"� ,
- -- n �. ^�
�; I•�
* IProroSeG 5e+wer Va;�* ole I 1 4 . "r,l ri
r, -, -11
I PrcFo5ed 5ewcr Service ! 4 L .. F'. T
r W,
i - ---
- I F'ron05cdJ Gra+:€ty Se,,�,or L!re ! /} K, '
►"+
0 �_ - e
Exlstnc Utllitle5 _ .
T
_ . r„ ti.J �'
-�.�.,II D^.'naGe Flo ,; d rec ,pn Arrcv^v's _ 1.
� ["
P # cry #Alf . ipe/Catch Da51,-:/Ar fe: Dra!n _3) I 13 . R7 r
- ^ 1 ��
c-# Ciar;nel/5'Jvale Label - _ w
,A
N A
G
Dra'naoe Area Label _- _ r'° 171
n �,,
I u
�o5e6 Storm Dr;in Pipe 1 3 R9 � n
_. � ,=,1
-0--� j 5kI Fence (LImit5 cl Di5turbance) 16 C2 � � t
-- _ �_ h L T
_ - a, a;
Pl e Outlet ^otect�n 1 6 !1 CZ , ,­
_____�_30m_ _�::.I
tm,,-n ry CCnStruc':on ffmi Ge I G ,�. Iv+ I,.
­_ !e Y
1' ,vware Clo'uh � Gr,:vel rlct Prot.', 16 LC_ m T
_ r" , R
Pipe E!arec� ti,d 5ec..:on I G IEC,'
_� _..... r - - ..
--- - - ---- _ __ � _... -
GRAPN IG SCALE
."I
100 50 0 i00 %,
s� 7- ��
ti.
NOTE- T�f15 5CALE APPLIES FOB �� Il . ;:
24"A' ,36 " 5f-f fTJ ONLY. yam,,.,
III PROJECT KEV15101\15 IIIIIIIIIIII 4`
NO. OcSCRIPTION 5Y '• OA? 1
f_x� f f55 MEETING COMMONr5 ; ,l_ r '/, 26, � O 12 � �
-
____ nr
2 l CITY OI= A'R rVATER/5,-WfiW` rOI�M I JGT I-, 21120 I!
3 I �� Low o�NS T; ; L5/,r -XT. �'6T . 16. 201 � �,
z ��
4 ?CV F� (!ISIONS S�CT C�VS �'GT 4.27. �012
r
5 5TC1P,,f.'14TE� � FC, 5[bALE,", _A6cL5 JGr .06.zo / � �
- ... ---
- T J
-,--4--- /�1[� ,oill .�
I- I
! �1
- I - rt--� -
rj
III_ - r
OWN If /DEVELOPER _111
NAD DEVELOf��1rNT, LLC ; -
PC rOX _ ? 2 r.. w
.;ACK50NV ILLE, N 28540
r 1
W" I.
CONSULTING ENGINEER �� e 1
I IICNAA5 ENGINEERING.. P.A. r..l Y
DOX 1 3C9 - 4C C�VFLL ROAD
I BERN, NOT- H CA O'JNA 285d3 " �
OFFICE: ;252) G37-?727 F X: (252; C36-2448 ~ I
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I ANAL DR.A`VINGS 11 1 , " I
Released for bidding and permits only,
not released for construction.
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WATER * SEWE PLAN ��II
5� T E UFROVEM INTS -
for
hARDEE EARM5 - FNASE ONE
'A PLANNED UNIT DE'✓ELOPMENT"
TCWN'S'iIP #7ICKAVFN COUNTYIN�_V,' BERNINORTH CAl
� • i
5~ti.��E: , ': 1 00' DATE: I ,04. 1 2
PKOJEC'- #: 20 1 -020 SKEET: 04 o� 2 I

r GRADING, DRAINAGE, EROSION CONTROL KEY NOTES #xx
98 ----
- -
RErER TO 5HEET 3 DE-AI-5 R7 A\D R8 FOR DRAIfJACE 5TK'JCTURE DETAILS. __
. 11�i43 3� E�� ,3 2. REFER TO 5N:E"_ f 3 DETAIL R9 FOR TYPICAL 5TORKI DRAIN TRENCHING AND
7 -- LM3FDMFN ; AloET�.
.. I I �z I . . ". .1 ', . 3. RLrE2 TO 51-1EET 17 FOR STOKVIAIA.TER BOND# I GRADING. OUT -ET
_- / 1. 97 5TKUCTLIRE- AND 5TA\Da.RD QETAILS.
4. REFER TO 5Ht'-T 18 FOP, 5TORr,Nl.A'ATLfR PONE)#2 GRADING. OUTLET
STRUCTURE. AND STAtiDARD DE'AILS.
f ,. 5 REFER TO 511''T 19 FOR 5TOz f[,k LATER POND#3 GRADIIJG, OUTLET
„, 96 c
��' �TRUCTL <F. AND ETA :_rA„D DE7 1L5.
I . � �� 4� 6. REFT=R TO 5-1FET ! 6 DE AI_ EC' FOR TYPICAL TEMPORARY CONSTRUCTION
II 1,
1 NTRANCL (DETAIL.
q5 7. RFFFR TO SHEET 1 G DL-41 LC2 FOR TYPICA_ 51L: "�"IC� INSTAL-ATI0N
_'. � s' -
_.1. I� DFT.AII 51'-T FEN -If IS AL' 0 THE '_i,V,--5 OF D15-URBANC` FOIN TI�'�5 PROJECT.
"'� R �._ \ 8. RE�LR TO SHEET G DE AIL C3 tOR TYPICAL 1ARQN/A,R CLOTNI AND GRAVEL
11 .\ N /� INLEY PROYFCTIOfJ DLTAi_.
y' _, 11
: ; .
,' ,: -
r - F . n
. <. . , 94 \ RF ER TO SH E G D �L LC4 AN _Co OR TYPICAL PI: _FLARE✓ END
r'r P k \V - /' T I G
\= AND OLFTLLT .ROTE TIO\ DETAILS. EARED SEC IONS TO BE ED
SECTION
jj % �� �"�1 86 F IND CArED ON THI= aLAN OR A5 DIRECTED SY THI= ENGINEER
! f ...._ c�\ �L�G I EFE TO SHEET 1 6 �T , c F - - -
p ,: O G I _ C8 FOR TYPICA'_ BA51N SIMMER DEVICE
8 �C
- '
6 R R
�- , P�
,'ter f '` �l�/ '�, �\ � �� AllS
I.... _~.. , - "II I . DEFE T TYPICAL E ° R N Y ��I ��<'AY TI N vJ - Tl n
" � � C LI- 5EC O 5 ON ET DET1 N ION PON
I I/ ,.1. -
R R O N
1. 'S5 PUMf DETAIL 5HEFT5 1 OR 5P':L_''A'AY DET.AIL5.
~ _ .,
t _:'` K .G(i� 2, C FER TO 5`1EET I G DETAIL EC i O FOR TYFiCAL TIMBER WIff!R DETAIL.
:< -
5TATION•'
j; ` x, �T 5511� - DENS DIMS! VA FR
��' \ 1 3, LOW DENSITY HIGH ITY ON LINE FOR STORMY PERMIT.
! / ; BSECTIION ONE -A T� TG
I • \ = �s , , 14. T MPORA.RY REP -RAP LINE �� FOR O� F-�i I - 5 T ORMWA, LR ENTRANCE IMO
.�: 11 12m f� lam& ,,e PLAT CA5. 11, 5L, 86-G 35
\I 11!,- e��., 1- M1 �,, ^,'ETLANDSIP-24. THIS SITE A5 EXIST,NG 15 A PIPED FARL1 ROAD. PIPES ARE
f. 11� It 1�_ �i(��/ = :' TO BE REMOVED.
x, s T' 1 \ z
11 , t / �I- OPEN AREA # I - v
/ Q' 9TQRMVI'ATER POND �,��
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,
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6- tI 11 x 8.25 1 ,: y `� P:", ��
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8
r
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STORM DF\-'VNAGE PIPE DATA
FIPE
DE5C:
INV. El.
OUT. EL.
LENGTF-1
5L L_ I
P '
5 :rcr RCP
I F _ `0
10.80
33'
0.9 1
-2
8 rcr RCP
1 0 ``
5 !
n r :
�_�
1-3
15 .r:c-I RCP
10.-0
10.30
33'
C.o 1
F°-4
�_'r�', RCP
1 2.''4
I C.00
322'
C.?e ;
P 5
i r .n KCF
I 0..'0
9.50
1-9
C.72 .
6
1 F -, KCF
9 ..
9.00'
Ce
0. 7 5=_,
'-!
�_ rc, PC?
".C.:
8.50'
�6
C.3 /'10
'-8
I C -Ich R';P
. 0 I ;
e50'
34,
1-3,5 I %
I'-9
3G Incr C'P
8 _ j�'
7.00'
1 69
C.89 io
F- : C
15 inch RCP
9 :'0'
b.?O'
29
1 05,XC
F-. :
24 ir& RCP
8 'O'
I. i'O'
I GO,
O 63 7a
P- 12
24 rch KC-
7 �-
6.2G'
283''
0. 53 ;o
P-1 3
1 8 .n& RCF
9.:'C'
G.20'
2e
9.b2-_o
4
3D r'c'n CP'
G , C
5 : -
53,
0.8cP':
P .5
8 'nch RC'
1 0,,'0'
9. _10'
30'
0.33`7
F 16
24 !rch C`
9 "0
8.25'
' 3 1 ,
. _2G%
P 17
24 'rcr CPP
8__J'
7.0)0'
� 00'
25'/c
P- 1 8
24 Inch RCP
r,r 40'
8.00'
43'
0.93%
IF- I `3
25 Inch RCP
8 "')
7.--C
I 3
0.?6'c
F-20
r
'O:rc Rt,•
7._�
6.0�
-' 1'
3,
0.27,E
F-2 I
30 (rcr KCP
6.',�J
5.50'
1 7
0.G5%
p-22
36 IrcF FRCP
5._ :1
5.00'
102
0.49%
F-23
15 inch KCP
; C -0'
9.00'
131
C.557.
-2.
42 Inch KCF
I0'
4.00'
1 14
2,E2�'
7-25
24 rcn RCP
7:'C
4.00'
104
2,887
1 8 inch
'2G v
D
30
7O
0
J
'-27
24 I. -.n CPP
C''
9.00'
20
C. I I °lo
F-28
1 8 ,uh KCF
2 _ ,
I I ,�
r?
1 .49%a
29
24 rlcn "IPP
_"I
6.00'
4C
3.9470
F-SC
-Lr-IcnCFF
,I C._,,
5.00
,4'
7.38=/0
r
,;f^.l�Y � ��
`� 1 '..�> �P` 3 - € ` fir' ` fi _I 11 ��
�e (p ��a i S1. q
�5o ; s' ; ; / , � J � NOW OR FORMERLY G��
' /' 1.' 1 T JOHN R06ERT 1ARDEE
�`' p `. �1'q j - PORTION DLLD 5K 1 j I G, PG 2G3 �Z_
f � ~
,.. .. i -s ... f'�-41
. -.1. I a r. a - 1" I Ij _- �J/-Aj 'Q`t _ 7 ``'%'- - _
3g 1
EROSION CONTROL NARRATIVE, NOTES, * SCHEDULES `I �' _ "' �`�' ', f I �- . � 9'��� 2,
e,
` a q
' r
, �'� ..
NARRPT€VL ;.
I DI5TUK5ED AKLA: f t j - { : ®, I : I L
F, c P,,� i I ti d i, � _ v
L1� I15 ci` U1,A,_KtkNcC� 15 A5 DEP:FJFD 5YTH1- SiLI F-,'CL FLRIMETLKAN 1_v AN A' =� RCL'A:DED L J,0ACR`5 /I. ;r i
:. 4
., 1
: 2. FX15TING CONDITIONS:
;^ .. - '.L
i
p f11 r
! c r Pr- G Y q v'v D, r -r= ANFO 5 DEBR!5. EX:5HNG ! ; ., ` _. / / a�
LXI_,TI\� 7K:nur LL: OF f �RMLAND AND f :rRfl. LL: C CL D: T 1 MI :_I Lr JL. g i` j'�? 3 ^� .
G ✓ d .; y �r
n. ,: F N0 5LL,_-I-INE ,51 KLAP'_ OK TrILIR i' ' � <'' 41:- ' � _., ..
RAI�FK5 AND OE:_E TCM_,_- .<_TLA ID EXI T A_ONc FT _ F�_K!ML1LK. 1OvVF EF I r `�
:_cc, c:, R __ r,r-L: ,-�. ,iT' +- r. PR =('1 P;/\i ��. cj 'C a' �`�, ; - T '-.
I ti.;OCIAT__D ..LF` EF. ,.)ti',. ,til 11A r1L C_fl . , D,- / -.rw- �,.,__,4,-,-
S
_. , __
1 `04 u�' T Ar J D
-
3. SCOFL: I - ; ,, L
- ` ~�
_ _. - Y
5 � n: , r - -,F ", n A: i, ;;- T F i 1 /
_.TKIJ�,I rJlti c, r _ C..- ,F LFN IAL vL_IGI :,LION, .r �T_r, r DK. IIJ vL L ���, .
8 < i $
z r
J Tu.fJLON .3 -I.,... i If..._,_ N7 SI..,_.:r LKT 5_R« 7� fTC _ C _ !�, I. J ,,
� � J
- �, �. '
4. SOILS (ACCOKDING 1C THL hKC5 0'L5 M4F OF CRAVEN COUNTY). ' J t r 1� ,� " .0 } j I
C; r
uONETOE LOAMY _,F,vU':Cn._, . C,` w N SILT _C i,'',C C . v0,\ N CJL ,\'L'Cl. G[ ...,EC_ _ N C. C ` a r /
p t € s P �. ,., -. � ° . � \ �... ,': 1, l �,e, `1ti' �. _ � x�' f °
:
k 1G 5UFFOLK LOAMY STAND r5u'�„ , ,c I ", t, I / �J _,-,
5. KI1LK 5A51N i° P� >,,
T �► f
STORM DRAINAGE STRUCTURE DATA
5TR.
VAX, O
PIPE IN
INV. IN,
PIPE OUT
INV. OUT
BC/TRIM LL,
AD-'
� 4`
16
t3.25'
P-? 7
8,25'
0' U
AD-2
3',7
-1 7
7.00'
R-20
7,00'
� 0.50'
19
1.00'
a ;
i::
2-
1-29
6,00'
F-�30
6.00
9'00
P-;
I I ,OCY
C--
I E%
a.I
10.80'
P-2
10.80
13.GD'
C5 3
5"
P-3
10, 20'
15.001
C3-4
1 8"
P-3
1 C.001
15.0G'
P-2
10.00'"4
?_,54
r-F -
"�
:-
P5
10.00'
16.22
C3-G
811
P.5
9.50
F-G
9.50'
I G,22'
CB-7
301,
1-6
9.00
P-7
9.00'
15G4'
-4
i 0.00'
C5-8
I f;
7_8
1 0.50'
1 4.55'
CE-9
36"
F 7
8, 5C'
`_9
6.50'
1 4.55'
P 8
8,50'
C5- 1 O
B
P-23
9,00'
P- I O
9.00'
1 2. 10'
C3
24
P- 10
8.70'
r_ I I
g 70
12. 10'
C5-I 2
24"
P_ 11
7,7C'
P-! 2
7.i0'
1 3.30'
C5- 13
1 8"
P 13
9.00'
1 2.35'
Cb- : 4
._,
P-1 3
6.20'
P- r 4
6.2C
I I .35'
F- 1 2
G.20'
CIE, I J
I c."
F- 15
10.00
1 2,G0'
CB- 6
24"
F_ 15
9.90
F-. 6
9.Q0'
1 2.GO'
CE- .
24"
F- 18
8.4C'
.35'
C� ' 6
24"
P- 18
U,00
P- 19
8.00
:
, i .35
C3- i 9
3C"
F-20
6.00'
F-2 I
6:00
1 2.92'
CP 20
30'
F-21
5.50`
P-22
5.50'
12.35'
C'D 21
18"
P-23
10.00'
1 2,G0'
CE-22
151,
14. 1 5'
F-2G
I 1.50
CE 73
24"
F_2G
! .00'
P 27
; .00'
4. 15'
CE-24
0"
P-28
2.5D
1 5,25'
CE-25
24"
-28
I 1.50
P-29
1150'
1 5 25'
q,jt5tr# +
out#
P-Cct# �
)0.00
12.50'
0ut5s,'#2
Cut#2
F-Out#2
G.00'
9.00,
N�LJ5E i, - / - - - ; I .. CO �A �� V !r
RECEIVING STREAM; t (O >t'� ,, .,, 4 *-` # '. �� -c, -
7. P05T-00N5TRUCTI0N STOKUV'ATEKMANAGEMENT: ray � #I;iIJ --► I '
- � "�' ,
rl \ 1
v,. . " - Z J C.J_D II I[ / _
r'1 r\ ,� H 1 TT �T M fN ? �'A,_F, r
F5 DRAT! 1 U D4..., L' 1' v! RE J GL; FR. _ OZ 'URA r 5: "'
-
�. ,., �, `1/ , '� ''-' - OM MON AREA C �, n,5;1. , 9 .
FO AND T-')L. 1 ,LL ,V'_! T_NTIC'� 3A51\5. 1 \ 1 : �_ . -1
I GENEII
I . CC,ATR,yC1CP,- -CKACL ; L0 SJCH TrAr i'LOV4 F':O 1 6 IIL7-L,PC\ P,�Tr' i'NJ 5L'1_'J!NG \ �F_OFFS 3F
_. ,_l,1LD TO THE 'VOkD'A'A`' OR CFHFKWi5E INTO THE 510K%1''v",_A1LK MI ANAGEMLNT ',Y5T",1, A\Y KC""JF [ PKAINS
11 N571\LLEU SrALL 5F D',RLCTED IN-C rH,= 5TORM'JVAFEv iIANAC7_ME':T 5Y5TE;VI_
2. ', I'L K TO 5ECTION C2270 FOK LF;C510N CONT KO_ SPr ;FICATIONS-
L
5�
3. 'tLLLRT05�CTION 029.5C I ,K._ LDING AND FJILLCH;f�:�, SFECIFICATEONS.
y P ,� c
F I h:
,- IN J P. IN TI 5F D I NOT JIP =1= ,' "OR TO ::K ''r E'2 11T DCCJfv11=VT_, 6L;NG
4. ti"'CRK CLI U � RA�� NG5 15 O TO 3 CO L. �a ` f� OJF�.
K F: M
DETAINED. THL cON1Kacr� �HDu�� IJon� THr rNC 1F E�K 1F aLLsricNS aKISE Cor c�R:�IVG P_K✓n 5TA1U5
5- THE CONTRACTOR 15 TC 5C' �J' L A\D HOLD PRF CO v 1 FUCT!ON CONFFRENCF Al LA51 O'°JL C^✓LL PRIOR TO
Sli",KT;NG CG\_`5T KI,C;T ION 'MTH ALL AFFLICA5LIF PAR TIE I1,C:LLDINC; 11IL '. '-' OF HAI E CC,T
._m G. 1 HE CONT RACICR �1A1_L 'I R1 L tV ALL J'JORK �.LFA`T, G, GRJf5t3INi_, A\D OT.ILR _hC D LISTJKEING ACFMTY'hJ
"IC-ZDANCE'"":',T` THE NORTH C,'•,FCLI.\i\ FKOS:Ok Ah�C CLDiMLIJT CONTROL F'LANLW,., :!4ND DESIGN f✓ANIJAL.
THE CONT KACTOR 511ALL :fJ T'', ;,P'R'O`"D' =_K,05IC\ Iu' -_) I 1 NTArION CONTRDL MU1 5LRF5 PRIOR 1C CL ARI`JG,
GKLEEING, :FT'CA'VA1:ON. F',LI.ING. OK ANY 01 HFK ._A`,C L:`:T JK31NC ACFI1, 7"W H i Ilf 'JXCEFT 10\ OF THCS_
'_';'_KAT'ON5 NECF55AkYIC -TA_L r' LA`:JKFT,
:S C. i F rCPIRACICR v-A�HA_L P.OvIJr ,vJ I S.`ILTFE"CIN,NIvOTt-LK�J�51C� Cv 1 KOL Dv'.�„- F_5 10�
CONTKOL 501L LKO�ION DJ`ING C-= 51` Ull 1w CONS' KLCTiCN A5 .' DTD, AN1 AND AL. D',STLREED AREA5 SrAU�
3E KAGE✓ A`�D 51AE:11 C I`1`d4LDl,,ir v FOLLCA':NG L71_.TY :N5F11LLf.1, N5-
q �. FA'',_L:RL Of 11L CONTv�,'_70K TO ,kO1'LR_Y \5TA L AfJL IIA',1'TAIN ERr' : UPJ COfvl r:CL DL,'rl,'r--=� � � SHALL RESULT IN 11F
CDN5TKUCFIO1. ACT-`:' TE5 F,F \G rA'_1�D L,ATIL S CH :IMP; A5 11-` MEAf�jr S ARL CCN5TK_CTEC A5 AFP:KOVFD.
CONSTRUCTION SEQUENCE
I NSTA L:APPKOy:ZD SLD-iVINFAT0C,' AN-) LR05:ON CONTKO_ N'EA5UKEC AS FKCVICE') IN F-1E P-AN ORA50THEKIA15E
'YRLCT�D BY T.-IF- ffi NL1.e
r - Nr ,� T AN a �,-, F
2. H4 CO '\ C OR � �_ L ;ECJ �T .AC1 JKS � .A'_ � � �. SS T HL .-„T L VIA CONSTRLCTIC:: LfJT KA'vICLS AS SF'OVJN ON
' - _,
i= '-r � rl i= r THE Lr1 J A.fdD I v �TAL' FD +_: l r.= 1 _RIP ,PY ' 'i� = \ 1 T I N `_ � Tr,: 1 "� � -T `L�A R CR. �� UJ RJC O " 1 KP.N� L L CC v � OR L_
�.4 - - - A C' C-
lr" PJ_-_E,, F l J l" 5 A Y \ J KL T Al TH T rl OF JL NL Dr_ K5 Of l Z A.'L rC ., _
'.r:'.r,`1 :Jl5 ✓J`51PA".l
14 :jIv'MZL-_ vL SIP DAILf NlF >� Vi[ ID O- ,`E�`L
U":'l'!LTF `7 T- - L�:AP\;NG-, G-.,,-,E.'.C. A.ND STIFF-'',^,G k., ZCLSSAIR".
4. 1 -,L JUNK. _­�F `,fA, 31L CRr;ALr „tip LD, AN F) OF rT`.L'15L L)KAINED 'I 5 JCI I A V Al'A5 TO r"1141M;ZF 50EL
a I 1'- A _. ^F
1 J DkA f A - I , '. AT 1 T^ PR TY 1,`;, _ _ I J .. tivv_�. � L 1,, �X1�7 N� �."� ION � D G v `� �. G �R OU
F F r: I� If✓n c.T -IL
II F
`.D. .'',✓�. 1 h'�i`.� T�, rO..i�l T I I 1 -'1 I Iv In '_':A1C7 3:A I �\. J _ _ CCN \I,,. n NLL .°AfJD :'_� K �r f 1 '. c a
c c
1 r F
I t f I Y , , '-
_v RT � r J T �JLI�� Lam, �N Ate 1 J (ALL . �,Ir,�n,T EJ�. �� D�L r✓iPI:TAIN D K�oN-r
E
L0 & I Of CFI =LOP ,-, L
o Sr fH N ACC __,1 GKrD N' ._CTL _ TF; 5JR1 ,i:E SUGHI,'r KOLCHLJED AfJD
14 .'EC;-T, fF,',AD'vUrCH i`1I`;IFDIAIE_"_
1'I JA cR SN7 1B'I _C✓- - '>AL- H GFCAVLI, _
F i" -
F I
JL _
H, aG
,ter: r` .r„'
R IT I_ F _ L LD, L w ORARY ?,JE ,I .' _r AND F L I F.f; ,`Jcf',T ''t EL;E 1 J I� ` ON T 'E
tr
Y r pr
a r n
10. F _ � `: NLC4�� ♦Y FC COf✓1F'_LTF KJ CCI CFAL; ` r;C1' 15 \0 .A '_. TO 3._ �E.JE.v E� FROM,. .HE SITE
NOT EL
'HA__ 5L Of3i A I JLD KOI` A\ AFFRCPRIATELY `,RP%11 M D , CR •\OiV FAQ LIT`r.
I AW FXCE5.1, .JA :?IA HAL'_EC OF' 51TIF ',,VTIC1 I :5 UNA',I F TO BF ESL) 1\ 51FE GRADING 5HALL 5E EXFOKTED TO 411-
AFFKOFKIATLLY P� Kf."=11LD `sOF,2=;1''.' FAOUTY.
MAINTENANCE SEQUENCE
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JOHN ROBERT HA EE 1 «�:,� -� v
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LEGEND '
SYMBOL
DESCRIPTION m I` -4T
Property Lne5/Right of W,3y L,-,e,_ - -
- - -- -
LI Fro�erty Minimum Bulldlna L11res - -
+
• _ -
I 4041rVetland5 -
- - ----- ' ---
GVater Valve � box 15 : „ _
1 .. - -. .
P- cpo` e,,J Reducer - -
r I
Proposed Fire Hydrant 1 5 I w3
-a---
HProposed
-
'
_`C
Y
••'-I Proposed 6" Water Line 15 V o
1
"' Proposed G" Water Line 15 �'S
Proposed 2 Water Line 15 I'A'5
I Proposed Frd-of-Line Blow O`f . 15 11 W4
I _.. - -
Propo5ed Water 5ervlce 15 1' 'V%IG
-
. Proposed 5ewe: Manhole 14 151
0 Frop05ed Sewer Serv.Ce 14 52
- - FropoSed Gravity Sewer Line ; 14 57
OExl5tinc� Utlllt!e5
- I _
.
. mina e, t7V11-13t erv,o r Arr w5 '
- -
P-# AU-4
CB-# P1pelCatch Bas n/Area Drain Label
13
K7
--.- I __ __._-________ __._______ __ _
-t-
C_* S-� ' Channel/Swale L2be,l
I _
I
_
I
Area i
D'A-# Drainage A ea abe
_
1 _
0
Proposed Storm Drain ": e
p
13
� KS)
---( ^F I Silt Fence (Limits of D,Sturbance) I', 1 G
v l
1 EC2
I
1 0Pipe Outlet Protection I I G
I II
IfC4
Temporary Construction [I-traree I G
- --
I LC 1
FIardware Cloth $ Gravel Inlet Prot.: I G 'EC3
CQ Pipe Flared End Section
I G ILC4
GRAPHIC SCALE
I
100 50 O 1001
9
'�
NOTE'
mI5 scaLE aPPu,ffs FOR
d
2411 X :36" 5t'ffT5 ONL Y,
PROJECT REV1510N5
NO.
i
I DE5C91P7_10;%1'
1 D ; ' I ,�7A TL
;GT 1Il.26.ZOI2'
� �'-,T .2, 21, 2O ;
CXl'i2f55 MEETING COMMfNIF5 I
1 C/7Y Or' NEB WA 1f,�/5fWfle/5 TORrL?
2
3
ADD LOW DfA/317Y TfSlf fXT
;'G % 4� i 6. 20 % Z
4
PC'V Rf1/1,510N5 $ SECTI0IV5
JGT 4.27,201
5
STD I WATfK $ fC, 5W4Lf5, LABELS
JGT
5. 06- 20 /
OWNER/DEVELOPER
NAD DEVE T LOPMEN , LLC
PO 5OX 7 i 22
JAC450NVILLE, NC 25540
CONSULTING ENGINEER
T110VA5 ENGINEEKING, P.A.
P.O, 50X 1 309 - 401 1 O10V,'ELL KCAD
NEW BERN, NOi2Tr': CAROLINA 285G3
O-FICIff: (252) G37-2727 FAX: (252) C36-2448
LAND SURVEYOR
hERBERT J. NOBLES, JR.. PL5# L-24C3
18G CAMFEN ROAD
BAY6ORO, NORTH CAROLINA 2851 5
FINAL DRAWINGS
I
Released for bidding and pennits and
n 0 t released for nstructlon. O CO
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IIIII,Illltttt�"` IIIf1I Ittt
DRAINAGE � E PLAN
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SITE IMF'KOVEMENTS
fo%
HARDEE FAKMS - PHASE ONE
'A PLANNED UNIT OfVfLOPMfAl7
TOWN5hfP #7JCIRAVEN COUNTY/NEW D3 FRN/NORTH CAROLIINA
SCALE: I ": 1 001 I DATE: 1 .04. 1 2
PIKOJI<CT #! 20 I I -020 i 5I1EET: C5 of 21
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WEATNERSDY DKIV
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DESCRIPTION PG.DFT
fn
Property Lwc!Vi lay ;t O` 0/ay brics
- - -
Property Mini 5ullding LIne5
-
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propc5ed �tF,
r _Ireo
15
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Proposed 61, !f'_'ater i_u�e
15
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20' M , 8 - L.End-cf-L,r
BI u' ff
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-
15
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3.0T
--�
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EFRIINU ILLNOUEL
_,..._.<,v.,
I, 53.00' 70-00' %0 00' ��-OC' 70 Cv 70 00' 3U OU' C5.72'
+
I
I
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M.51.
f 1 li_G K'i . LJ . L
94 5a.-t C, e 42q n o ba 43a Fr A 44 45 0 4G o {�I N I 47 c 48
1 _ I /i : 'a ' raoc sa,k snoa sq, . _ �[ - _ I e3�7 _�-H N : z I
CAI 11 l S I �3sr ft n 49
-.. V I i S� I---'- 9466
r _._.. \--Jl
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L
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r
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9-06 O 1'V j,
' 70 CD' Lf�-C, p �
NGG'47'04'W 450.32' •� �_- - ' I 20 UPI-'.JIVIT, d ter.
. / 8400
1 72 o
W , O
r
QD
/ I -
i I I
,2
_ r
-- PVI 5TA = I +4G
--- FV1 5TA = 0+00 L- = 14.50,
L= I G.85'
-
5TA = I +9G
FVI
_.._____.___.._......_..__
_EXISTING GROUND
--
0.999�
`"""•-"PROPO5ED CL GRADE
36"
- -- 5` r120
M1N. -
i
_
M11#2
5TA: 1 +45 (W4tather5by Drive)
RIM: 14,70' -
INV IN: 0.00' 8" PVC
INV IN: -2.09' 1 C" DIP
INV IN: -2.09' 8" DIP
INV OL'�: -2. 1 9' 1 C" DIP
-
-- q
--
--- T!E TO EX15TING 0PF51TE MANHOLE
AT ELEVATION =-2.61MI
-
ti__
149 LF cf 101, Dir @ 0.28%
- - 55#2: 8C LF of 8" PVC @ 0.40%
(5TIJ50UTJ
S �9
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ca 0
FL }LI
O+00
1+00
STAT I O N
20.01
20.0'
1 G.0
Q
I G.01
12.0'
C
1 2.0'
z
8.01
CD
z
o_
Q
8.0'
o
�
4.0'
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LLJ
3
4.0'
�4
"'"'-'
0.01
J
IL.!
0.0'
-4.0'
w
I +9G
LEFR1 NGhOUH LANE
Proposed 5ev'/e tianhole
1 4 1
�rcposed 5e,: e� e� vice
1 4 5 2
�ron0:�ed Grav�r-y SerJer L're
14 �;
o
O Ex stlrci Utlllt es
��
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_ _
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P-# AD x
UICa�C �05 rl'hFP.
_. Drag Label
� �
c-� 5-� ChanneVSU�ale�abe.l
-
CA ti D^aw3oje Area LawelQ�
OEMr ropcsed 5to�-rr�~aln Pipe
13 Pa
--�-� Silt -erce (LIr7It5 c` D15tur'poncf)
!:
J
C7
P P
p Ip� Owlet ,o�ec,�'`'rl
CGr5trLc"i01 Ens"arce
I u I
GRAP�11C SCALE (PLAN)
i # 40 20 0 40 5,yCWn1 ON PLAN Vl `,115
_� rh15 Sh�Er.
1 0 NOTE Tr115 5CALE APPLIES FOR
24"X 36' JIL7fEr5 ONLY.
r
PROJECT REVI5'ON5
NO. � SGRIPTION BY OATf
3T I.'6.'ZO r Z
ok
3 h'?rJ C:^'+�ENSIrY �51% Jar 4.I6
20.0' OWNEK DEVE_OFER
NAD DEVEL0FV'j`NT- LLC
Ro SOX 7 122
JACK50NVIU-E, AC 2b540
0` CONSULTING EINGINEER
C� T'r�OMAS ENGIN`-KING, F.A. -�
❑ P.O. SOX 1 30Q - 40 I -DWELL 20A�'
i9rRN, NO F7h C vs O' INA 285 -3
'252) 637-2,27 r,',�: (252) h3G-2G48
0 LAND 5URVLYO�
N -RT J, NODLI�S, JF:.. F_J# L-2403
I6G CAS /'FEH -OA-D
A.YF.�O�O, NORT-1 CL, L NA C85 1 -�
�- FINAL DRAM �INGS
Q Released for biddinc, and permits only,
not released f r construction. T
4.01V'
t``�ty111lf ill f�/fJ l,lltlt!II?Itr�l! �� 1
CO rJf
til � )```\t ti'v�1f`�j� ' '\O� ,'lt "'I ''I'�i•./rt
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0.0 z C 488 \ 101
,
flit: IIS ISSlll " 1 1I1l1
1
0-+-00 ! +00 2+00 3+00 4+00 5+00 d+oo �+o0 7+37.°� ROADWAY Pk� P1�`I E5 -
STAT I O N
SITE IMPROVE ENDS �-•-
I�
ao
u
-
1
PVI 5TA = /+37
EL, = i3.50'
EL. = 13.50'
I=XISTING GROUND
PVI 5TA = 0+00
EL. = I2.5o'
PROP05ED
CL GRADE.--
_
- -
PVI 5TA = 4+5G
EL. = 2.50'
-
__ _..
_..
G. 3 1 %J
7
MH#19
5TA: 3+98 (Lefringhcu5c Lane)
CL OFF: 0' L
RIM: 1 3,04'
INV OUT: 5-50' 5" PVC
INV OUT- 8.50' 5" PVC
I
5TA: 22+(hardee m5 riveG3 Pa•D )
CL OFF: 0'
hfM: 13.60'
INV IN: 5.71 5" PVC
-
_
�
5
--
-
INV IN: 5.74' 8" PVC
P-23
-
- - -
M..--
-
INV OUT: 5.64 8" PVC
55#2
: 39b u! of
8" PVc CC, 6F%
7#20. 339 LF of glr PVC @ 0.82%
i
__
5TA: 2+eI (=11a Sofia Lane)
CL Off: 0' 2
RIM: 12,G0`
INV IN: 3.50' 8" PVC
INV IN: ' PVC
---
-
INV OUT: 3 ' 8" PVC
_
-
-
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20.0OWNER/DEVELOPER
NAD DEVELOPMENT LLC
BO 80X 7 1 22 T
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JACK50NVILLE. NC 28540
1 6•01 CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
Q P.O. BOX 1 309 - 4C I HOVVEL_ MCA
NEW 5ERN. N0R7h CAi OCUNA 2�5r.3
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LAND SURVEYOR
HERbEKT J. NOBLES, JR., PL5# L-2403
i 86 CAMPEN ROAD
5AYBOKO, NORTH CAROLINA 285 0 5
FINAL DRAWINGS
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SEAL
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11ARDEE FARMS DRIVE
0+Go I+00 2+00 3+00 4+00 5+00
5TAT I O N
7+00
B+CC
9+00
jtllflllllll� 1 lIIISCi
+O+CC
ROADWAY OFI LE5
SITE IMPROV ENTS
GRAPHIC
5CALE
(HOR.)
fog",
NAKDEE I'ARM5 - FMAH ONE
40 20
0
40
A PLANNED UNIT DfVfE OPAIIfAIT`
GRAPHIC
SCALE
(VER.)
T0wN5NP #7/CRAVEN C0UN'rViNEw aEPN,'h0 :--1 CAROLINA
4 2
0
4
5CALE: 1 ":40'
DATE: .04. 1 2
NOrE TH15 SCALE APPLIES FOR
I
. I, „ �, f, �„A,,,,
PROJI=CT #: 2C I 1 -020
5HELT: 09 or 2 1

kg
LEGEND
, - UQ
7 rF�C�IPTI�\
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cj) o ert` L1ne5'RI `
r.
-
property Minimum btAcilna-
\% NOW OR FORMERLY
j
- - 40/ZULLJCY1N ROB RT 11Af1v'et!andy
-
'\�� •�`• j � } r�,� \ PORTION DEED BK 15 1 G, PG 263 ,, -- -�,-
$4UC 5.-i{
r" a5ed Water VA P 4' box 1{/
._
O
92
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`O 0
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-
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m
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10.1
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_ .... _. _ _.. 104 115404 59-ft-
v
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-
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`
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3
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Temporary Ccrl__:trucrlon LntYance
_- -
((�' . f-
\ CIO v e Ir et 'Ot C:
f�� hard�f�are I t'f � '•r�:�,� I �I •� f 6 ,
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\ \
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\ 40 2C O 40'
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5 5C LE PPLiE5 : 0.2
24'X3 Si;E 5ONLY• F_
s
20.01
6.01
c
12.0'
>
z
z 5.01
0
4. 0'
W
MY]
4.01
C
11ARDEE FARMS DRIVE
I
---�XISTING GROUND!
-
PROP05ED CL GRAQE___---
_...
I !
-
-
O 38%
____._
-
EL.
- 14.00'
FV' 5TA
= 18+43
-
0
Pvl N .
3
_- _
M14 12 +
CL OFF p00 ,ra doe Farms Cave)
-
NV IN: 3. 9' a" PVC
NV OUT 3. 8 VC
5TA: l a Mf1#13
50 (Hardee Farms Drive}
CL OFF: 0'
1KIM: I
g PVC
NV O' u. 4 29 6 0' —
� 8" PVC
_ _.
MH# I 0
5TA: 2+34 (Hardee Farms Drive)
CL OFF: D'
KIM: 14.59'
INV IN: 8.32' 8" , VC
INV OUT: 8.22' 8" !VC)--
—
--- --
`
-
8�.-.-...I
-~ --
--
_ 5TA 9i 4+ 1 5 {Hardee Farms C~ive}
C'_ OFF: 4' R
RIM: 1 3.94'
INV :N: 7.50' 8" PVC
INV Our:
7,40' 8" Pvc55#1
-55# 10: I G4 LF of 6" P' G a
_ _, _
L
_ -
1 -
-
422 LF
I
or ,5 PVC @
0.40%
Q
�-
Q
-
MAN�iOLEPVC
�-
-- --_
I
@0
.0%
-' P 4
}
I
5TA: I l+ 1 6 (8ettye Gresham ane)
CL OFF: 0'
Rlti': 6.20'
INV IN: -0,54 8" DII
INV IN: 6.74 8 PVC
INV IN: 2.71 8 PVC--
INV OUT: -0 (--4' 8'' CI?
55# 14:
250 LF o 8" PVC @ 0-40%
9 L` PVC @ 0.40%
-
_
—
--
--_
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PROJECT RE -VISIONS
2 C,1 N6 I,''1A K/5T0,1W. -SST Z.,?
3 "11)0 L0{f✓ OEN5/TY r'51 `- i=X% i J' T 4. / 6.
4 `C,A/ ON.5 � 5EC770 VS
5 S G't'.; ff, ~R FC, 5 1i4LE5, :_A3Fl S J S. Off.
20.0'
OWNER/DEVELOPER r 1
I G,0' NAD DffVffL0FN,1ffN1-, LLC
FO cOX , 122
r•(1 JAC 50NVILL. VC 28`)4O .
co CONSULTING ENGINEER
12.01 MICMA5 ffNGM-SIRING, F-A,
> .O. 30X 1 309 - 40 I iC`�4'ELL
� [� kt'A' BERiN, �ACUr CA�O_INA 5�G3
QJ OF-1 ,- (2 2) G.37-272.' rI',X: (252) 2446
z r
LAND SURVEYOR
5.0 Z I F'D pI- J. NO3LL5, JIF\., f LSD L-2403
6G Ci-,MPEINI ROAD
AY30P.C, hJORTH C:yRCLIV.a 1-.�
4.0' Q
1
FINAL DRANK INGS
>
Released forbidding and permits only,
W
not released for c
)nsti-action.
1
LL-..1
0.0'
, ��•+i i7LiIlill .•1751,III[�I1! C :� R
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101 L�
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''�`�'
10+00 1 1 +00 12+00 13+00 1 4+00 I s+cc , G+co 7+00 8+cc , 9+0c ROADWAY PRO I' E5 r..
5T"ATION SITE IMPROVEMENTS
GRAPi11C SCALE (hOR.) fOi'
40 20 0 40
tIARDEE fARM5 - PhA5E ONE
'A PLANNfO UNIT Of l/EL DPI ✓i'�NT"
GRAP�f fC SCALE (VER.) TOWNS-rlr r•'71CP.AVEN CoUWWN=t,V CARO._ 'IA
4 2 0 4 5CAL.E~ I ":40' DATE: C4. 1 2
NOTErH15 SCALE APPLIES FOR
24°X.36"SHEEr3 ONLY. PROJI=CT #� 20 1 I -020 SN1=1=Y 0 of 2'
t
a

� / ��..\ �.---„ � ems, � l ,- V �'
\.- `� - -� _ LEGEND
5YN PC
I 527°25'57"W 56 1.130
^- a . N,
Property LIne5/Kign of W,av Lile5 - -
_ — -- -
r
-
_
M F' �-
0
_J I _ i
LE. ed at �ai;e Box
>J 4 �r0rJO5 1!1 �r � I
9fi 97 n `' _ 7 \ �. , Froa✓05 d I�P.cs JCer -
640 i naoo l T ''' aoo
1 J6 _
�y .. - a\ic � � 94 93 0 G , . � �,l I r� p• . I - _.. -_ - -_-- - -
7 1 l5400CHD�° 840 _yrt n .iL s�UC W` 89 33 87 !� �W Fir,." TyGr;;nt 1 2
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m �rP ed ,Nate- Ser.'ice15„-
_.
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:
55nI -7 5pwer, 1; J r Ole
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I 70 1 0I 7I �� i' \ U Ipe; Catch Ba`7iri/Arf�i Drain .a'7el I F»
Q C Cti1 I Q' I I i f \ - % y C� 3
I- 8400 sait E T,� `% (�: 1 ---j - �._ _ _ ' 81-----
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I
1 \ �, -_. _..... .,.-__ _...., _. _.._. _. .,. _ _ I a - ._..-. - ,- k`• 9 95��, / i' DA-# �rOlildGJP Area �cnvG _ _
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,
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,� a ._ � / • � Fi33/sq.fs - - - - __. ... --...---..... ..__.._.._._6�-bFi- I f / - I
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i k,
20.01
- I t - - _ \_ __ ____— " j ' Terrporar} Cc' r c' on Enuance I G
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AP EA I,C„ 52 ,I
COMMON 823 t v G 83E7 _q fe I
x +
4 c •1
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to7LN SPACE) � � ; � � � �\' I I � 1 i �' y1 '' � ,`'ly � �' � GRAPHIC SCALE
i �!
c�=1 ) d v
:
f IS t -,
_I�� • I I I ,N
9
e , 1
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2 � � �1 � 40 20 0 40 � ,d
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i I _ G�UiV R A _ _. A� i ' - `t
AREA __ ,� ,_ Ir 'Q`� ��-zo f � i � POND #3 '�}�"- �� � � NOTE: ;1-'IS SCAL EAPPLIfS F02.
/] ' COMMON 1' 1 — ___ �_ _ 1 �t ``it1 i 24°X 3J" 5hEET5 ONLY.
4� COM c 1 _ - \\ : 11:��i1
f1ARDEE FARMS DRIVE
i
PROJECT KEV'SIONS
NO.
- _ DFDCRi'Pil
=A4A4�-VT5
G`' :' ''P" 14'u I,,iA T"'2/5 -�Rn? 7 2.2 ! . ' ,
3
^/TY -1-4
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NAD D ff V'L--. LOF"v L ! I
PO E30X 7 ? 2 2
:ACK50NVU-F, IJC 28540
:
f
IwX15TING GROUND
-
EL = 4.50' —
_
PVI 5TA = 22+63
EL. = 13.50'
___ _
__
PVISFA = 24
7+9
EL. = 13.25
_
._
PROPoSEo
CL
GRaD�
0 671
�..1
i
P4'I 5T,4
EL. =
24+25 - --
1 .25' -
-
MH# 14
5TA: 22+63 (Hardee Parmc Drive)
CL OFF: 0'
RIM: 13.60'
INV IN: 5.74' 3" PVC
INV IN•. 5.74' 8" PVC
INV OUT: 5.64' 6" PVC
--
1.39%
0-54°1° -
—
-
_
- ---
— 3 6„MIN.
— 6' 1# 15
T _ 5TA: 24+79 (Osrdee Farm5 Drrve)
CL OF.: C
NV I�: 6.70' 8 F'VC
_I NV OUT: G-60 8" PVC
� MIN'
5TA: 29+26 ( Hardee farms Drive)
Div)
CL OFF: 7' K
KIM: I4.ccd
INV OUT: 8.59' 8" PVC
-- -
-
-- i-20
-
--
55K 8: 133 l F of 8" PVG @ 0.4 1
_
-_.
-_
I-
55# 17. 3 1 6 LF of 8" PVC @ 0.40%a
-
-
---------
,__..�__-_._
S
I
_
55# 16:
2 15 LF of 8"
IVIH# 1
5TA: 27+9 (H I- F
4 a dee arms Drive)
C ve)
L OFF: O'
h�: a 3.35
PVC @
'
� ._m.
_-.
-
____
55# 1 5: 3 i 2 r of>' PVG @ 0.40%
-
- ---_
-
NV IN. 8.00 8" PVC
INV IN. 8.00 8" PVC
IN- V ]T:- PV C
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CONSULTING ENGINEER
1—N
hOMAS ENGINE RfNG FA
NOKT7
Q
C'!= '- (252) C-37-27'7 FAX: (2�2) 1G-2448
6. 0'
LAND 5URVLEYOR
J. NODLr5, J, ., f t5#
Z
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��
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1 2.0'
O
FINAL DIZAN 'INGS
' Released for lidding and permits only,
not released for construction.
(5.01
,`, 11;SSSt:llf rf 1 tISII Iil7!
C A r!/!
LLJ
4.0
: - - S AL
r� C428
;r
f 1 r
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20+00 21 +00 22+00 23+00 24+00 25+00 2G+00 27+00 25+0C 29+00 29+50.3(5
DTAT I O N
ROADWAY PROF LE5-�
51TE IMPKOVEMENT5
GRAPHIC SCALE (HOR.) for
40 20 0 40 NARDEE EARM5 — PNASE ONE
'A P-.A hJN� D UA T D,f [lfL D� M, ANT"
GRAPHIC SCALE (VER-)
TOVV.A5hIC AV`fv GoU'rY"'IN"_V'r` B CAKOJ
4 2 0 4 SG .L�: h `:40' DA T 1 11 2
NOTE TINS SCALE APPLIES FOR
24"X 3G"5fIFET5 ONLY. PPOJfCY =: 2--1 I -020 S` E T: ! of 2
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.... 8728 sq,ft 10101 sq.k ..--1 - �q.ft
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8:01
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ELLA SOFIA LANE
PVI 5TA - 4+37
EL. = 14,00'
EXISTING GROUND-
- -
-_.
-I
-
PVI 5TA = ! +46
- _
-
PVl 5TA = 2+9 !
Ll-. = 12,50'
-
Pvl 5TA = o+oo
FL - 13.25'
-
0.34%
,
_ rPR01'OSED
j
--
--
_
CL GRADE^
�nH#2a
5TA: 2+91 (2a Sofia Lane)
CL OFF: O' K
RIM: ; 2,W'
INV 1N: 3.50' 8" PVC
INV IN: 5.90' 8" PVC
INV OU-: 3.40' 8" PVC,
_.. 3 6" MIN.
--
! 8" MlMIN.6
.__._..
II 1120
ll-Ic
5TA: 4+46 (Lila 5of1a Lane)
GL Ofr: 0' fZ
- Rlfvi: 9 4.00'
INV OUT: 4.1 2' 8" PVG
__
_
MN#6
5TA 4+43 (6evtye Gresham Lane)-
CL OFr: 0
INV fN: 2.24' 8" f V
INV IN: 2.24' 8" PVC
11W ouT: 2. 1 4' 8" Fvc
- --
_
I
1
55#23:
155 Lr of 8"
2e 1 i_F of 8"
PVC @ 0.40%
PVC @ 0.40°/a
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5TAT I O N
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12.01
c
1 2,0'
z
❑
>
z
8.01
z
0
8.01
�
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4.010-
W
4.0'
0.0'
J
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-4.01
4+00 4+4G.50
-
t �
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1
i
I
♦14 L .
l�i no
oiler L rl` I
t
cz
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-I % \
1�e/�atch Bay n,TAre�: Dra1r_ �abe� i13
:
� � f
D , Hate Area Lapel _
I I �8 - r roposed Storm Gr 1n pipe 13 R S'
# ^ ••• U . t A Fence (Liwi'5 cf 'Disturbance) ! 6 1;-C2
!)
5 sglr
G are �le''1 r ✓el IrIe,t : rot.1
1 A- -- -=
W
G RAP h I C SCALE
40 20 0 40.5'10WIr ON PLAN V,'-✓/5
Nor` SGa! aPPLIE� �0
% 1 ✓ \ / - 24'r,� 36 LfCTS ONLr, ►�
L,A! C I 1 / / i ry 1
LEFTY COURT
`?
w
I
PVI 5TA = C+CO
EL. - 1 3.25'
PVI 5TA W 1 +93
i 2.67
-
EXISTIN" GROUND
_
-77
1
_-
-
_PROP05ED
CL_ GRADE
-
PVC @ 0.40°lt
lIfi#, 8
5TA: 1 +93 (Lefty Court;
CL OFF: 0'
INV OUT: 8.83' 8" PVC
l
SS# 8"
Vh# 1 6
5TA: 27+94 (Hardee Farms D'' ve)
CL OFF: 0'
INV 1N: 8.00 8" PVC
INV IN: 8.06' 8" PVG
INV OUT: 7.%' 8" PVC
-
1
N
th Lr
LL w
n N
w w
cn to
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N -
N
N Lfl
w w
0+00 1+00
5TAT I o N
WNW]
e--11
16.01 CO
co
2.0' 0
z
0.0'
9
V
1 +93.4a
PROJECT REVISION5
r
2 o PM
3 1,,z�-) LO✓/ OfA151r 4,
4 P'':v RL 1/11SlON5 - 5EC7' :bS 7
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5 'SrO��-911/�iC� � FC,„SvUHI�`�. ifi5�C5 Jc77 5.06 Ji<
---
I�
i
FF
,J
OWNEK/DEVELOPPR
P O 3.x 2
:ACr -5-50NVIL-r. h 28'D a0
i !/
I y.
CONSULTII'�'G c'IGINEER
_'-IC[vlAS ENGIIvL
r 0 Ox 1 30tot"CL. Z.,
1
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r _,,X: (;-5',' 2 ��e
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186 CA'v1Pr=. ',CAD
DAY50R-0, PJO I C-,r:OLIKA 2zr515
FINAL DRAWINGS ` }.
Relcased for bidding and permits only, €�
not released for onstruction. 1
r'00
`♦ l:",,t[r'r r. I�. �j .,40� `}tt. ,5
:7 C E3 >�
1
r� 4t\ �I 01 r1
f'�II 1I"ll W"%1�t +ST f Jill %%�` S
ROADWAY R LE5
5 1TE I M PIZOVEM ITS
GRAPHIC SCALE (HOR.) for
40 20 0 40 I JARDEE ffARM5 - I I IAH O Iff
'�4 hLANNED UNIT Df I✓ELOr71"vfA1 P
GRAPHIC SCALE. (VER.)
TOWN51-11� � 7/CRAVEN COL'NIMNE',✓ 5ERNP0-71-• CARCLN.-
4 2 0 4 KCAL-: I ":40` DATt: 1 ,04.12
NOTE: THIS SCALE APPLIES FOR
24"X 36"5HEET5 ONLY. F'RO.,IECT #! 20! 1 -020 SN:EETr1 2 of 2

I)++GFG✓wA AC_-PHAIT
DETAIL R I — TYPICAL PAVffMENT CR055—SECTION
FUPANc)I1,7N .in,WT
TOOLED CONTROL JOINT
@ 5[-ACING EQUAL TO WIDTh1
OP, 10 LF MAX.
x x x
C;X6 WWE
iVAi, iV\W4.OXW4.0 (M I N . )
1r07-f, ,,'�OUIVO ALL EDGES W rH 1/8" 9,AD1U5 TOOL
DETAIL R2 — TYPICAL 5IDEWALK CR055-5ECTION
R1/2" 8"�IG"�
R1/8"
i � a
A-
�.
�- 24" --
24" ROLLED --TYPE
.OINT FILLER TOP CURB
1 P8" RADIUS GUTTER ! INE
CU
cz
_ O
I�-1 /2"
1CINT FILLER
TRANSVERSE EXPANSION JOINT
Nor�s:
V CONTRACTION JOINTS SHALL BF PLACED A,T 10 h EK'/ALB, E CENT ryAT A 15' 5PACING MAYBE
05ED WHEN A ,,7,AC ,INE 15 U5LD OR WAJfAl SA; S AG70'r 7 -PPO2T FOZ 7_N- FACE , ORP✓r CAN 6F
057-AI1VF,p WITHOUT TIE USF Of Tff1v1FLATE5 AT ; 0' 6V E2VAL5.
2, JOINT 5PA0NO MAY BP ALTERED 1F REQUIRED 5Y THL f VG!^'EER
3. CONTRACTION JOINT5 ti4AY6E INSTALLED 5Y Th'E USE O.F TfA:`pLATE5 OR POKMFD 5Y 01_HL-9
APPROi/ED METI70p5. l"✓h'ERE 5UC`i ,,'DINTS A,Rc` ;VDT , ©,1.",AFL? 8!' TEti"Pi1iTE5, A M,L>4'IMUM DFPTh' OP
I - l/2°SHALL BF oBrA1NED.
4. ALL GC7N5TRUCT10,N JOINTS 5HALL 5F FILLED WIThJ JOINT F'iGER A,Vp SEALER,
5. EXPAlV510,VJOIAIrS 5,7ML BESPACFD A_T 90' LhTf,71I ANp TO A Ri;ID 03JLC75_
G. CENTERL.INE 0- VALLEY GUTTER 15 THE FLOWU,^ LF O ryF CUP6 f GUT ER.
DETAIL R5 — ROLLED —TYPE CURB AND GUTTER DETAIL
F
3 --� A B - NO TES:
MIN. , 'VIN.
MAX, I �� iZE`ER CMAX. TO C€:R5 i GUTTER
3 oe TAIL FOR cL YPE 1. THE DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9" A HEIGHT OF 0.2 , AND CENTER
z TO CENTER SPACING OF NOMINAL 2.35'. THE RAMP MAY BE YELLOW IN COLOR OR ANY COLOR VATH A 7OX CONTRAST RATIO.
r<
�M 2 CROSSWALK WIDTH AND CONF7GURA17ONS VARY- MUST CONFORM TO TRAFFIC DESIGN STANDARDS
Ty z ;' .,.
c �'" / � , �'" � '1A /ZL
`T �'' � � � `' J. NORlH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAiN1FNANCE
/(T)1 d � - S PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES, OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 7973 SHALL
U3 0 ,r PROVIDE WHEELCHAIR RAMPS FOR 774E PHYSICALLY HANDICAPPED AT ALL INTERSFC770ME WHERE BOTH CURB AND GUTTER AND SIDEWALKS
GAN.�Yy e I ` ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. IN ADDITION, SEC77ON 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES
' a / PROVISION OF CURB RAMPS ON ANY CURB CONSTRUC77ON AFTER JUL Y 1, 1976 WHETHER A SIDEWALK IS PROPOSED IN177ALL Y OR 15 PLANNED
' FOR A FUTURE DA7 THE AMERICANS NTH DISABILI77ES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES COMPREHENSIVE CIVIL
4,
a y MAX. RIGHTS PROTEC770N5 SIMILAR TO TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN, AND RELIGION UNDER THE
CIVIL RIGHTS ACT OF 1984, THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY W17H TITLE !II OF THE ADA, BECOMING EFFECTIVE JAW. 26, 1992.
MAX. 4. WHEELCHAIR RAMPS SHALL 6E PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, WHEELCHAIR RAMPS SHALL
„ �� , i 2 \ BE LOCATED AS INDICA7ED IN THESE DETAILS; HOWEVER, THE LOCA77ON MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER WHERE EXISTING
LIGHT POLES, FIRE HYDRANTS, CATCH BASINSt ETC AFFECT PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN T00 LINEAL FEET OF FULL HEIGHT CURB
�T SHALL BE PLACED BETWEEN THE RAMPS.
�s j SEL FIJE TO -XTEND
FrINO BACK OF cuRB 5. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1' : V (12: 1) IN RELATIONSHIP TO THE GRADE OF 7HE STREET.
A
6. IN NO CASE SHALL THE W 07H OF THE WHEELCHAIR RAMP BE LESS THAN 40" (3 -4") HOWEVER, WID7H MAY EXCEED 40�
7 USE CLASS 8 CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH, NON-SKID TYPE SURFACE,
$. A 1/2" EXPANSION JOINT SHALL BE INSTALLED Wf1£RE THE CONCRETE WHEELCHAIR RAMP JO
GDMPACTED 5L5GRADE INS THE CURB.
\ J
/ 9. 7HE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE SET NO CLOSER IN 7HE INTERSECTION THAN KDULD BE ESTASPSHED BY BISECTING THE
`vIATEF AI 5
LABEL be5CRIPTION w1bTr INTERSECTION RADII, (SEE NOTE 14)
p
f
y
UCrn
WIUI('
� = =Nor RfOUIRF7
A
BACK of CUnl3 TO iiACK OF CURB
3 1 ,
10. THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SHALL BE COORDINATED SO THAT 7HE BEGINNING OF THE WHEELCHAIR RAMP WILL FALL WITHIN
THE PEDESTRIAN CROSSWALK LINES
11. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE SIX FEET. A CROSSWALK WIDTH OF TEN FEET OP CREA TER IS DESIRABLE.
12. STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES
ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT- AN UNI:SUAL APPROACH SKEW MAY REQUIRE
�7F , y `,,1, FACE COAf� '__
2"
27'
Cu�B AND GU FR
a'
Ce BAsF GOAvE
6"
31'
c
UTILITY 5TRIP
3'
G
,,TFRNAr=. r ,BAR C,Fo�r<lo # _
----
----
D
SIDEWALK
5'
G
PR C ... " CKPFNIPiG )
2"
3A'
ff
RIGHT OF WAY (TOTAL)
5 1'
Ivor�s:
r
ND PAV NT DF51GN 5HALL BL A5
- N5 A EME S
- PA ✓LMCNT WJDTh'S, RIGHT OF I/✓AYS, RDADff✓AY pIMEN,�IC ,
Si TOWN HERc N UNLESS OrHERW'SF SPLC1FItD. WHFRF G!SCREPANCIL 5 OCCUR, IFAN Y, CONTACT THE
ENGINEER FOR DIRECTION.
2- 5FE CURB AIJD GU77L R DETAIL FOR CURB D1,v1EN5lONS AND 7 'E. CURB AS 5h'OWN HEREIN 15 A5
�'� TYPICAL.
ALL 5UcGRAOE 5HALL BF FEELS COAf4 IL?, PROOFROLLf'D, AND/OR TE5TL11JFOR DEN51TYA5
r'<GVIOED IN J iESPEC,`ICATIO''S PRIOR TO PLACPMENrc>FANYPAVEMENTSECTION MATEP,ALS OR
CLrR6 ANp GU77EP.
4. 7: PrCA.L 510L-✓✓ALK W07! /5 5UA,LL55 GFNERW15E 5PEClfIf-0-
5- ' Yi .CAL CUT AND FILL 5LOP25 AS SfiOWiv AIZF MAXIMUMS
SIDEWALK A5 .5HOWN IN TYPICAL '5 ON BOTH SIDES, 1-109 EVER r0 8E INSTALLED ON ONE 510E ONLY.
TD r F PLAN ,FOR _SIDEWALK L0GA770,N.
DETAIL R3 — TYPICAL 5ECTION
CUR5 TO HOOD
iKAN'S1 T ION —
ALIGN BACK OF CUK5
TO BACK OF rOQD
0' GRANULAR
MATERIAL BEDDING
GRADE A5rTALT/
GRASSED PERIMETER
TO RILl .
rrtesEa4V,1k5'0Ns VARY. L15FA5 THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY,
I A N N TH RWISE
TYPC L U �PS.' � O T �pO F
13, PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF THE PEDESTRIAN WALKWAY.
f --
14. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH 7HE LATEST E0177ON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 6^ cRANL AR
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRA7701V AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD, MATERIAL BEDDING �
N0
'"� ' A . � 'C'f,D'4iAYDrMF"v.510N PURPOSES ONLY
2. - � . ,�� ':t .��uT O.NS A,'vG CtIRo * GUT�F,C' DETAILS FOR KOApWAYDETAILS.
DETAIL 1P1114 — TYPICAL k DE SAC DIMENSIONS
CURB MIN. CURB
7RANS177ON DROP 7RANSI7ION
SIDEWALK CURB MP OF
£LEVA 77O CURB
' GUTTER
VARIABLE SLOPES
NOT TO EXCEED
12 : 1 (8..33X) SON A - A
3 MA 1 6"
CURB
9"
A
UTILITY STRIP
0.02 MIN.)
0.08 MAX.)
0.04 NORM.)
W
SIDEWALK (5' STD.)
B
0.01 (MIN.)
0.04 (MAX.)
0.02 (NORM.)
12 : 1 MAX. RAMP
SEE INSET A
X
SECTION 8-8
TO BE INCLUDED IN UNIT
-------PRICE FOR SIDEWALK INSTALEA
y
7O BE INCLUDED IN
PRICE FOR WNEELCF
RAMP.
2.35' 0.9" DIA. l� s
O.C. RAISED DOMES
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
h 0 0 0 0 0 0 0 0 0 0 0 0
ISOMETRIC VIEW \�
00o0_00000000
SLIP -RESISTANT
WARNING SURFACE
0.9E VIA.
N RAISED DORIES
Q
A TO BE INCLUDED IN UNIT PRICES
SECTION FOR CURB & GUTILR REMOVAL
AND REPLACEMENT.
RAMP FLOOR DETAR
INSET SEE 7407E 1 DETAIL RG — TYPICAL WHEELCHAIR RAMPS
NOTE WHEELCHAIR RAMP DETAILS SHOWN ARE FXFLICITLYAS P90V10,fD 6Y TI NE CITY 0P NEW 5E9N 5TRFET DESIGN STANDARD MANUAL.
©Q�©Q
VAN
> >
WA_'�WWr.IM
"I
S Row
11111M
1I��7�SiMFX;Mi.M071M
gm�mr�mrmtwm
Fri
�,lC�i
1�71E�
��
t3i�
8 - X-(Af9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12 : 1 (a=) SLOPE
* BACK OF SIDEWALK DROP REQUIRED FOR
ALL SIDEWALK SLOPES.
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04 AND PART 0.02.
3„� 1
CONCRETE BLOCK PRECA5T CONCRETE
��-ROADWAY PAVEMENT 5LCTION
(TYF,J
1I -;
NOTES:
i
FOR CATCH 5A-91N5 7;Vf RIM PLEVA71ON AS
51OWN ON THE PLAN5 15 TO BE T`y2 Top Of= 5ACK
REF=KTO ENGINFFRING
OFCUR5 ELL`VATLON.
5PFCiFICATION5 FOR, `10OD, GRATE,
2. DRAINAGE 5772UC7_0RE5 SHALL dF PROVIDED A5
AND FRAME A55LM5LY. TOTAL WIDTri
RE/VFORCFD MASONR?; MA50IRY, CAST /Af PLACE
TC v:ATC 'vIDT OF CURB GU-Ee
REINFORCED CONCRL rE, OR PRFCA57 CONCRF7E
5LCT:ON, UNLESS NOTED OTri'KWISE-
3, DRAIA'AGL STRUCTURE BA5E.5tlALL 5E PLRCFD ON
E" GKAAIULA,2 BIDDING.
4. MINIMUM CONCRETE 5 rRENGTH OP PRE-CA5 7-
1R 1,NAGF 5TKUCTURE5 7"0 BE 4, 000 PSI AT CB
DAYS.
5. 6" OF CLEARANCE 517ALL 62 PROVIDED ON BOTH
510E5 OP THE PIPE TO THE INSIDE WALL OF T /
80X.
6, CAST IA!-PLACE.AND/OR 7R,-CA5T CONCR,'TP
I G" WIDE STLP5 IN5TALLEp 7"
DRAINNAGE 5TRUClURES LOCATED v✓ITf11N PA ED
FKDM .`AC= OF WALL TO BACK OF
AKFA5 ACCESSIBLE TO TRUCK LOADINGS SHALL BC
STEP AND AT VERTICAL
DESIGNED TO MEP,'"AA5HTO HS 20-44 LOADI,VG.
5ffFARATCN5 NOT T O EXCEED 12".
7. DRAINAGE 57,?UCTURE WALLS 51AALL BE 8" ThICK
15" CLFAFRANCF FROM CENTER OF
A5 (YFICAL. DPAINACE STRUCTURE5 OVER B'lN
STEP TO OUTSIDE OF BOX.
DEP711 (lNVL RT TO TOP 0P CASTING) 5HA4L hAVE
?RECAST BOXES JOINTS TO
WALLS i 2' 7,'11CK. Tf1F pRA1NAGE
BE SEALED N/ITN BUTYL
BrQLICTUFEDEPT_" EXCEEDS B'IrV GEPTH, THE
RUBBER JOINT SEALANT
B07-0,V1 SLAB 5HALL BE KE1NP0RCf0.
6. FOUR 11VCH WAILS A,eE NOT ACCEPTA,9 f O,v
BASE EXTENDED BEYOND
DRAINA64'-9WUCTURES
HALL FkTER'OK LOGE
9. CLAY6RICK STRUCTURES A,RF N07 ACCEPTABLL
o, s rLPs ARE RF UI O RED ON ALL DRAINAGE
STRUC7"URE5 GREATER TTAN 36,1N pFPTH.
I ! . STEP5 ARP TO BE PROVIDED ON 'NON -PIPE" WALLS-
! 2. TYPE" M MORTAR TO 62 U5FD 11V MASONRY BOX25.
13, 52E 517 PLAN FOR P11'E LOCATI0N5.
PLAN INVLRT ELEVATION
14. INSIDE DOX rtilOTH FOR NO PlPF' WALLS 5HALL BF
(INV,)
36 INCHES.
FORMED INVERT
15, ALL CONCRE7_FPlPEU5EDP5 T08ECLAS511r;
MINIMUM.
DETAIL R7- TYPICAL CA Ch BASIN
E
T
L
NOTE5:
l DRAINAGE srRucrURE TOP scAR NOT SHOWv FOR �
CLARITY �
2, DRAINAGE 570CTLIRE5 5HALL BP PROVIDED AS
RL,�NFOKCFD AdA50NRY, MASONRY, CAST -IN -PLACE
ROADWAY PAVEMENT 5F(7ION REINFORCED CONCRETE OR PRECAST CONCRE-E ��
=T (yr) 3 DRAINAGE 5TRUCTURF DASE SHALL 3E PLACFC ON
5-, _
y
i�w� >.
-
K!2-
3 CONC` ffTff 5LOCN PRECA5T CONCRETE
<
6" GRANULAR BEDDING.
4.
MINIMUM COVCKETE 5TRf1v&T1-I OF , RSCA5 T
D,` aINAGE STRUCTG'RFS 70 BE 4, 000 PSI AT 28
LJA> 5.
5.
6" OF CLEARANCE 5HALL Df PROVIDED ON 60Th
5.rDE5 OP THE PIPE -0 -tff IN510E WALL OF THE
5.
GA57 AND/O,P PRECA57 CONCRETE
DeA1NAG 5rRUCTURES LOCATED W1rHjN PAVED
I G" WIDE 5TEP5 INSTALLED 7"
Ar�,_115 ACCE551BLP TO TKCJCK LOADINGS ,SHALL BE
FROM FACE OF WALL TO BACK OF
DE5'GPJED TO MEET AA5H70 H5 20 44 LDAD'NG,
5TLF AND AT VERTICAL
7.
ORAlNA6E5T911CTURE WALLS 5HALL BE 6" TI11CK
SLFARATION5NOT TOEXCEED 12"•
A TYPICAL. D+Z4INAGESTRUGTURE5OVERB'!N
5" CLEARANCE FROfilI CENTER OF
Dy-,-TN(INVERT TO TOP OF CA5RNG)5h'AIt HAVE
FKOJECT REVI51CN5
°R
STEP TO OUTSIDE OF BOX,
WALLS 12" 7_17ICK. I✓1EN THE D241AIAGE
No.
L EscelP, Ion'
Y
UATLI
PRECA5T 80XE5 JOINTS TD
5TRUCTURF pEFr7 EXCEEDS B' IN DEPT,�, THE
—
�1
- - BE SEALED WITH BUTYL
BOTTOM SLAB 5h'ALL BE REINFORCED.
1
EYY,c ASS 11F�ilNv CCMMEN S
Jv r
I,! . ?6. 20 i .-
RUBBERJOiNTSEALANT
8.
POUR INCH WALLS ARE NOTAOCFPTABLEON
2
C1T)'OI=,y6 WATE(�S�W�/S:CRM
2/.-Ci
DE INAGF STRUCTURES.
-
�`C7
;- -
EASE EXTENDED BEYOND
y"
GAY BRICK STRUCTURES ARE NOT ACCEPTABLE.
3
V1DD LOW DENSITY T`Sl!
C'
hi. /6,20
WALL EXTERIOR E DGL
10,
5T PS f 2E REQUIRED ON ALL DRAINAGE
<j
PC,11 ;FC VISIONS SL CrIOrV 5 v r
2%.2O i 1
STRUCTURES GREATER rHAN 3E" IN DEPTH.
-__
1.
2
5TEP5 ARF 70 BE PROVIDEp ON "NON -PIPE " WALLS.
TYPE M MORTAR T O BP USED IN MASONRY 60Xf,5
T
.,G,
- +
3,
SEE 51T2 PLAN FOR P/,"L LOCATIONS.
-
14.
INSIDE 50X WIOTr 1 FO4 NO PPPF' WALL5 SHALL BE
PLAN INVERT ELEVATION
361 INCHES.
i
(I NV.)
15.
ALL CONCRETE PIPE USED 15 70 BE CLA55 Ill,
--�
_
FORMED INVERT
A4pdIMUM.
I
OWNER/DEVELOPER
7
'
NAD DEVELO,F)NIENT
x
LAC
PO BCX 7 1 22
JACK50NV1'_LE, NC 28540
1
DETAIL R8 =TYPICAL AREA DRAIN
a
CONSULTING ENGINEEIK
T! OMAS ENGINEF ff.-FAG, ?.P,. Al
F J. BOX 1309 - 40 1 `1 DWEL_ FZOHD
NL'.'V 5Ec�N, NO2T'l CARCL:,NA 285G3
OF= CE (252) G37-2727 SAX: (252) c3, -2448 3
COMPACTED BACKFILL IN 6
INCH LIFTS AND 05%MIN, URN❑ SURVEYOR
BYTrIT'ORAsSPLCIFIEO HLXL,tKT J. NOBLES, JR. r LS# ' -2403
BY THE ENGINEER �
8G CAMP�N tiOAD
5i%y50R0, NORT h1 CARO- I NA 2e,5 1 5 �
COMPACTED 5ELFCT _ 3
BACKFIIF WIiERL 5P`CIFILD
TO 5E IN5TALLED IN E" LIFT5 FINAL T A ` # T
AND 957 MIN DEN5'TY 1 I � AL DRA I N G S
- STONE TD ExTEFJD To 12" Released. for biddinb and permits only,
BEYOND FIFE SIDES (MIN.) not released for COnstruction.
_ ���tiliii[iI7111II 1 �tilii l; llilj �
Ia57 STONE �ti�' �G G A R D f, �
MIN, G" #57 STONE 6LDDING : GOgv RQ�,.�
A5Pf1AL7 (TYP.) ---- - SEAL _ _ Y h1L� -
r� C--438 v = 1U1 ,
COMPACTED ABC STONE
AS SPECIFIED
C
OMPACT`D IBACKFI'�LIN6 / 'Ir1I�
INCE LFT5 A*:D 9517c
DEN5"Y OR A5 57ECIFIED
5Y T'r1E ENGINEER ��\��/\\/ /%\/
ROADWAY* DRAT NA DETAI L5
Li
STONE O EXTEND TO 1 2" \ S /���� ✓'1.<
BEYOND FIFE 51D`5(MN.;— 5ITE IMPROVffMENTS
n A , for
#575=0N w HARDEE ffARM5 FHA5E ONE
<: 'A PLA NNf L) LJNI T L)EVL L O,'Vf rV F'
MIN, 6" #57 STONE BEDDING'-
TOWN5NII' #7/Ci�AVLyl COUNT6NE�V
PAVED AREAS
5CALE: N.T.S. DATE: ^4. ! 2
DETAIL R3 —STORM DRAIN TRENCHING DETAILS
PROJECT ,#: 201 1 -020 SA_FF1 Df 2 1
NATURAL AREAS

PLAN V{EW 900 BEND
PLAN VIEW 45°
22 1 /20 - 1 1 1 /4° BENDS
X
PLAN V{EW TEE
THRUST BLOCK SCHEDULE
PIPE
SIZE
"OLE)
DIMEN510NS
90'
45'
22 112'
1 1 114'
LAT.
TEE
INCHES
E MIN
B
A
A
A
A
A
A
41118
,
10,
0"
G
6„
G ,
10„
I Oil
G"
18"
1 2"
1 G"
31'
G„
1 2"
1 2"
8"
20,
I ,
22"
1 211
8"
8"
16„
I Gl,
I0"
28''
20"
2G"
14"
10"
10"
20"
20"
12"
30"
24
29"
i G"
i I "
24"
24"
14"
3G"
27''
35"
1 f'
2"
i 2"
27"
27"
I G"
3G"
30"
38"
2 1 °
2"
1 2"
1 30"
30"
...1 X
TYPICAL SECTION "X-X" FLAN VIEW LATERAL
DETAIL W II —THRUST PLOCK5
=.OX
A
CONCRETE PROTECTOR RING
',HATER VALVE DOX (TYP.)
2 RINGS OI #2 RI=1Nr.
BARS A5 5110WN `r
j
A
PLAN
1 4" 'DIA.
23" DIA.
PLAN
r
CONCRETE VALVE PROTEC i OPI�'
RING (USE IN UNPAVED AKEA5) \
27" DIA. COMPACTED BACKFILL
VALVE 5OX
SECTION A —A
VALVE DOX Pf,OTECTOR RING
VALVE BOW PROTL, .,,.
6RICK SUPPORTS
(A5 RE().) -
MJ GATE VALVE
VALVE BOX
�— FLANGE FITTING
BRING TRACER W11RE INTO
AND OUT OF VALVE BOX
THROUGH 1/2" IOLF,
LEAVE 24" COILED IN BOX.
- 36" MIN. COVER
n , AI N ..... _...... - ..--... -
COMPACTED BACKEILL
SECTION X—X
DETAIL W2 — WATER VALVE5
PLAN
CAST IRON VALVE
BOX (5ff SPECS.)
24"X24"XG" 1
REINFORCED
CONCRETE PAD -3
6" GATE VALVE
(SEE SpECS) 30" MIN
G" DIPS cove R
3/4" DIA. THREADED RODS (CONTINUOUS FIELD
"~D WITH BITUMA57C)
'RAINAGI; PET
0°o CO ° a:oo
O C u D ..
00 C 0 0000�0
° O p o 0
0
p° pd 00 �00 OC
FIRE HYDRANT (5EE 5PEC5.
FOR MODEL NUMBER)
3/4" DIA, THKI ADED RODS
:(CONTINUOUS- FIELD COATED W171­1
- BITUMASTIC)
THRUST BLOCK-3000 P.S.I. CONCRETE
PLACED AGAINST UND15T'JR13ED EARTH (TYP)
DO NOT BLOCK DRAIN F10LE5 ON HYDRANT
2' DIA. X 2' DEEP DRA'NAGE PIT
(5EE SPECS. FOR COM705ITION)
THKJST LvCK-3000 P.S.I. G" DIP CONCRFLE PLACED AGAINST
a�8 °°poo °oc
�I_o�5<,Ea PYEPA RTTTffff ELEVATION
C:< Wk. 1 APP'D. PIPE
RE5TRAI NT
DETAIL W3 — TYPICAL FIRE HYDRANT
R>=MOVA3LE 2" NPT PIPE
vAPV= BOXES IN coNCRETE
2" BRA55 PLUG I I PROTECTOR KINGS
(IN UNPAVED AREAS)
/
\/ , >.:. " . ` •.' `> ` < `, \�17 �/
2" FEMALE COUPLING I �\1\/ T j\\j?\� %\\j\;` j\�\j\� '\�?\1�PICAL ADJUSTABLE
VALVE 80X /�AZCZ
x ; " G --- 2ATE VALVE
2' BRA55 PIPE
-,IV/ !�l•�r�< TIREADFD RODS
TYPICAL ADJUSTABLE VALVE BOX #57 5TCO) K1
CONCRETE SUPPORT BLOCKING -I,
90° ELBOW
CONCRETE BLOCKING
(REFER TO BLOCKING DETAIL) -
1� I I
24" LONG 2" BRA55 NIPPLE j IT
UNDISTURBED SOIL 11
CONCRETE SUPPORT BLOCKING
24" LONG 2" BRA55 NIPPLE
TYPICAL RF5TRAINT FLANGE
OR KODDING TO CONCRETE
BLOCKING
DETAIL W4 — TYPICAL END Of LINE DLOWOff A55EMBLY
DETAIL W5 — TYPICAL TRENCHING
18" MIN. 24" MIN.^T�
z
T
--...._.-------— — — — — — — — ---J
- SADDLE TAP5
TYPICAL SADDLE TAP SPACING
TYPICAL SADDLE TAP ELEVATION
NOTES:
I . TAPS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL SEf Al2ATION Of 24"
2. MULTIPLE TAPS ON TiIff SAME SIDE Of THE LINE SHALL BE STAGGERED A
MINIMUM Of i " VERTICALLY TO PREVENT DAMAGE TO THE MAIN.
3. SERVICE SADDLES 5HALL BE INSTALLED A MINIMUM OF 1 8" FROM PIPE JO;NTS.
DETAIL WG- TYPICAL TAPPING 5ADDLE5
T
;rl
///\// PROJECT REV151ONS
\\ �� \\ \� \\ �\� \\\ No. ^,L sczlP; for r oa 7�!7
\j\\r\ i; ./j:`/• % �'\\ \� \' \\ I �X"P S P IYETIr�IG C0'1i;Vf- r^_ r _0, ? }
_.�
2 C; T"C7,~V D I� 4 TAR/ F6 �r�/S rG:r✓1 I JGT 2. 21.2C 1 c
STORM OR UTILIT"fPIPE 3 - yip _ow V51 Ty Ff54r _X'f J; 4.16. 0; F--
4 n, Rf ✓1510N5 JCi .27.20I2
5 Tom, r'✓'✓I�i;i l<' fG, SWi'LES, L'1�5Ct5- Ji;T 5.08.2Ci22
s
- y
I
OWNERJDEVELOPER i
f'L
DETAIL W9 WATE>z/SEWER MAIN OVER STORM/UTILITY PIPE NADDEVELO1F'MEWT, LC
DETAIL W7 — UTILITY MAIN CK055ING UNDER DITCH
rIN15:1 D GRADE OR ROADWAY 5LURFACE
VA
m
5TOF,M OR UTILITY PIPE
DEF-LCTION5 AS ALLOWED
D" VANLFACTUKEK
DETAIL W8 — WATER/HWER MAIN CK055ING UNDER 5TORM DRAIN
WATER/SFWFR MAIN
CAST IRON VETER BOX
WATER METER (TYP. BY OTHERS)
SERVICE LINE (BY OTHER-5) `
ti
4" X 8" RED OF,
CONCRETE BRICK
SERVICE BOX 5ET
CAST IRON METER BCX
4"X5"RED OR
CONCRETE 6RICK
JA,��SONVILL_-. '\jC 2654C
row -
I
CONSULTING EiNGINEER `
TrOf,,IAS ENGINE-r�ING,
NCTF5. D"vX 13 ,23 0! -1''t v r
P.EFCF TO TYPICALTAF-INC,5ADDLf DETAN_ FOR 5ERViCE SPACING r"+T MA d.E;,�IN; NO 1 '-
-AFC; C_INA e,Ji- j
c. REFERTO LOT SRV[CE LAYOUT D TAIu FQR TYPICAL SERU'IC LOCAT'CNS AT µ
LOTS. OFF':.-. '2 ;2) G37-272, =F,Y.: (,'5 = ,3 244�7
LAND 51JFV;Y0R51
EK 'EST J. N013LE5, Jim.. = 5.'? L-24C2
iri FCAS ' P c N CAC)
/ i ✓ rj a. yr
METER VALVE �.�����{�� , , ORC, NORTt� cAR_�NA
�`'�
�; '''' r FINAL DR��«'l NGS
/ / N Released for bidding; anti permits only,
` A—
ANGLff STOP
not released for construction,
I� ����l:Irr�rrrrfir `�tt!Irlrarrrrf
A
7.
TAPPING SADDLE
F, _ SEAL
= v •t
WAT=R MAIN C438 �, i t4 -
Cr��titi`' 1ri 1 tr,t ntn"ii Q`�
� b o
PE TUBING (5DR 9) /,,,`
CORPORATION STOP
WATER D ETA 5
, 5ITE IMFKOVEMENT5
#57 WA5HED STONE BED for
WATER 5ERVICE LINE ELEVATION (TYP.)
— IIAKDEE fAP\,M5 — [I­1A5E ONE
'A 1"LAA//l CJNIT DEV_-LOFI✓/EWi
TOWNSI-11P n //C2AV'_'k COIUJ ] "1NE' lr 21iFRNI,'ICP� CAPIOL
DETAIL W 10- WATER 5ERVICE ELEVATION
SCALE: N.T.5. DAT1: 1.04.12
TYPICAL METER PDX DETAIL
PROJECT ## 201 I -02C 51-11=I=T: 1 5 of 21 �-

2
C IZO55 5 ECTI O N 11A-A1'
1 ": G`1
FLAT
1 3' G6' 13 —�'I�— 101 G 6, i 3'
(!/A21E51 � k P RIP. _1 ER
c aG I I FLNCING
1'rF. I! L
\ T STORAGELX
: ! 2.50 j P \
�♦ /
i.
=:.IO1<1
TOp VEGETATED 5 F' F EL.: ! fJ:54\
\ \ \
\ \ \ \'
,
/ / / ' /, ♦ \
\; \ \ \ \ / \/\ \'�\ . / SEDIMFN REM )VALEL, 3SC" / \/ \/ \/ ♦i \/. \ , i \ \ \
/' ♦ / /
\ \
,
\ `V\,A \\.A\ ' -A\ ��.A ' � ,A '�. `_A ... A, `\�_,A\, _V\'A � x, A'�-A
CK055 5ECTION POND LONGITUDINAL
' E t.r✓i _ - r r FLAT
- 11 E' ---Tj- 6` --- %icy s 57' --rTi7/'—r---- 6' �I' 6' —r- 1T 13 a �- 6 �- 6' 3'
4'YLR' r ,', I I I I I
4' PERIMETER
! ! I I
FLNONG
T rT r
I I
r
I I I
I v
/'. �V / A A I
/ \ ' ' I I E , T�MF0IZAKY STORAGE EL..`°�.E.50' ^f^ tilt'
{O - r- /
`OF EGFrATF
PERMANENT P001
//' /`�% / LOTTO"✓ +.F7Af,-D 5 ELF E_.r 0.5C'i / j A•''/A ,
! S , i /
/
Iff
V v v //\ "/'. /, j \// ,VA.\ \r / , . \/ ,�// V //' \ :./// ,/ :'/ / ,,/ A .y , /. ,\ / / A //. . //,/, A // A \.///. ,A • �.,///♦ A \/ / //// .\/// .\ A////A ,A\/ \/ , \\A . 9 ' IRIP- IN
FOREBAY DAM ] ED//IMBENT L � ,E. L.: . 4/',O fOM ONN . \
� \
,/AA,/A/\AA' '//,// / ,\\/\
///,X ..
\/.
,
z
3'
L
Sw Ar PI Sw Ar Sw Ar
E�
' u
O
* Ar = Arrowhead (5aglttarla Ionglloba), PI = Pickerel weed (Pontederla
corada), 5w = Sweet flag (Acoru5 5pp.)
VEGETA VE-5hELF PLANTING DEMTAIL (TYP.)
10' VaA. Shelf
P,frrr. POOI
Pond Graded So>1 ♦ l //��//i�� /�j
f �''�fiVlocfl#led Soil '�
50i MODIFICATION
- , `:5'
VEGETATIVE SHELF PPTPARATION PLANTING
I - 501L PREPARATION - THE CONTRACTOR 15 TO EXCAVATE BEYOND THE f1NISNED G12ADE OF THE VEGETATIVE SHELF
BY 1 2" IN ORDER TO INSTALL 1 2" OF MODIFIED FILL AS INDICATED BELOW.
2. THE VEGI=TATIVL SHELF SHALL BE BROUGHT 1P TO FINISHED GRADE THROUGf1 THL PLACEMENT OF 1 2" OF
MODIFIED SOIL. THIS 501L 5HALL BE MODIFIED TO 1N51JRE A SOIL PH OF APPROXIMATELY G, WITH A MINIMUM OF
1 O% ORGANIC MATTER. OF">;SITE COMP05T CAN DE U51=D TO INCREA5E THf= ORGANIC MATTER, WHILE ADDITIONAL
LIME CAN 5E U5ED TO INCREASE T-1E S&L PH.
3: THE CONTRACTOR 5fi1ALL STRIP AND 5 T ORE SITt TOPSOIL PRIOR TO POND GRADING ACT;VITIE5 FOR THE PURP05E
OF TOP DFIlE5SING THE POND, AND BACKEILLING THE VLGETATIVL 51-1ELF.
s 4. VEGETATIVE 51NELf` PLANTINGS SHALL BL INSTALLED UPON COMPLETION OF ANY C` FANOUT AND IRE -GRADING
1 NECE55A�:Y DUE TO POND BEING U5ED AS A 5EDIMENT BASIN DURING CONSTRUCTION.
5. VEGETATIVE SHELF PLANTINGS, AS '11NDICATfD HEREIN, AFL TO 8E PLACED WITIH 30 DAYS OF GRADING ACTIVITILS.
SHALLOW WATEIR PLANTS ARE NOT TC 5E 15TALLED 6ETWEEN OCTODER I ST AND MARCH 15T. IT 15
RECOMMtNDED TO INSTALL ALL VEGETATIVE SHI=LF PLANTINGS BETWEEN APRI1- 15T AND AUGUST 3 IST-
G. SLOW RELEASE FERTILIZER 15 TO BL INSTALLED TO EACH PANT WHILE BEING INSTALLED. SLOW RELEASE FERTILIZER
5HALL FErD THE PLANTINGS FOR A MINIMUM OF 12 MONTHS,
7. THE OWNER IS TO INSURE -HAT THE WET DETENTION BASIN AND VEGETATIVE 5HLLF 15 MAINTAINED ACCORDING TO
THE OPERATION AND MAINTENANCE PROCEDURI<5 ON 1`1LE WITH NCDENR.
5, FOR THE FIRST TWO YEAIR5 AFTER INITIAL PLANTING AND DURING THE OPT€MAL PLANTING SEASON, ALL PLANTS THAT
D'D NOT 5UFVIVE THE INITIAL APPLICATION SHALL BE REPLACED AND/OR REINSTALLED.
9, WELDING 5HALL TAr\E PLACE AS NLCE55ARY 1N ORDER TO EXPEL UNDE51RABLE VEGETATION.
10. ALL PLAN-INGS AS INDICAT)D IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FO`R PURCHASE INFORMATION.
CONTAINER SIZE5 VARY, 5UT TYPICALL" ARL OF DIAMETERS LESS T 1AN 4".
POND GRADING AND
CONSTRUCTION SCHEDULE
CONTRACTOR 51ALL INSTALL 5TORMWATER POND AND I=MERGffNCY SPILLWAY AT THE SAVE Ti IMF A5 ffRO51ON
CONTROL VLASIURL5 ARE INSTALLED AND USE THE POND FOR TEMPORARY SEDIN -NT STORAGE. AFTERR Ft1KMANENT
GROUNDCOVER IS L5TA5L15HFD, THE CONTRACTOR 5HALL DE -WATER TI-',E POND AND REMOVE ALL ACCUMULATED
SI{DIMEN" .AND RESTORE THE POND TO THE GRADE AND CON`OUR5 AS INDICATED ON THIS PLAN. ALTERNATELY, THE
I CONTRACTOR MAY "OVER -EXCAVATE" THE POND DURING INJ14- INS. ALLATION TO ALLO',I FOR SEDIMENT
I ACCUMULATION. HOWEVER, AFTER PERMANENT GROUNDCOVER I5 ESTABLISHED, THE CONTRACTOR W1L BE ''ZEQUIRE''
TO D1rMCN5TRATE AND VERIFY T O THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE PROVIDED.
EMBANKMENT MATERIALS AND GRADING
ALL EMBAN>\MENTS 5HALL RE CONSTRUCTE❑ OF UNIFORM NATIVE MATI<RIA_, F2F OF EXCF-55 SILT, ROCr GRAVEL,
DE5R15, AND VLGE`AT1VF MATTER, AND COMPACTED TO 957c OF MAXIMUM DRY DENSITY IN ACCORDANCL WITH A5TM
D 1 577 FCR 8" TO 12" LIFTS,
5TRAP
8' PVC SCH- 40
8" PVC CR055—
ATTACH POINT FOP, SKIMMER
DEVICf=. CaP A 5EAL AFTER
5KIMNEP. (REMOVAL
EL 8
DOLL 2.5" -
6IA,. H01
POND 2
TRA5H RACK WITH
ANTI -VORTEX PLATE �- TKA50
GUARD
!0
} CAULK.PR SEAL
J NATcRE YG f1T
I
n �
Q ,- A
36" CMP
GO" X GO" ANTI5EI'P PLATE
IN FLANGED JOINT
" BCCMP
INV36. EL. 1 0,00,
OUT,
- CONC. SLAB FI 6.C' 1'
c
e
—CONC- 5LA5
I
EL. 3 5G'
OUTLET 5TKUCTU ICE DETAIL
CONCRETE WEIR
5' 3' LENGTH = 1 0' 3'
CONCRETE
POND TOP: EL. 14.5'..-
7. i 5PI Y
3:1
N. r. s. 1:t
MIN. 411 TYP.
TRASH LACK DETAIL
3' TOP wiDT11 IV. T,5.
4" CONCIR�TE ''3.000 F51, FIBER
REINFORCED} on G" ABC
5'
POND TOP` EL. i 4.5'
CLA55 B RIP -RAP SLOPE
C C , ! C KET E WEIR D ETAI;L C -C PROTECTION wl FILTER FABRIC
POND VOLUME5
VOLUMES
..... AREA5
E€evGtlor,.
Forebay Pond TI otal
Porebay Pond Total
ft
ft3 ft3 ft�
ft2 ft2 ft'
Terporary StoraSe 2 50
_. _ ._.
"
G3 9
20834
27153
! 1 377
38303
49G80
Ve stated 5he',f Tod 10.50asm
22527
`,�
e,s'
5058
1 74G9
2293
(1
10353
Permanent Pool 10,00
4 I 13
1477 1
18884
G723
833
8556
Ve e_tated 5he1f Bottom 50
3217
12122
I 533.a
1G48
47023
58G70
w�
�.
a.r.,;
1 442
GG87Y
Bottom (to sediment) 4.50
81 29
27 150
1001001
127259
Total5 I
Percentages 20%
801/1a
I
A
q
E
T
7
L
S
PROJECT RI<V151C'I15
O�SC91F7_10A1 r 4 OATf
! I
Ex -' � s MffTWI c0,1 VEV
c/rrof,'v5 I- tiIr�7�eis�w�,�s:0,
A00 l r,/ OON5/TY TF51f f)I _;67 16- 2G 12
A/O,
/
3
KFViS!OA5 SfTCT 10i',T
JG7
F . 27. 2G 12
5
r f ' w EC, 5WAl_=5, _r.5f 5
G7
OWNIfPWffVffL_OPI=R
rG Pox .
JACK50N''JILLE, NC =b54C
CONSULTING ENGINEER
10P,AA5
3C�N; NCPT-1 CARE. INA 255E
h rl n
« ��Ff=IC._ t?�2} �3'7, -272 �' �r,x. ;�5�; b ? �"i'a c. �48
LAND SURVEYOR
r1EF,6LUl 1. N015LF:5, JIB PLS# -2403
CAM �.Alv G 1 i� KC, AU l�J`O, N O PT R_)L'J, 2P5'
FINAL DRAWU G5
Released for bidding and pe77iits only.
not released for construction.
1
,,`tltiii?iI!lI/1 � \`ttlllll:7117!
C A R
AL
ro C-438 101
;7 CAR1v,:
'f7�7111 �Illtjl`, f �i1 f! i I l 1111
WET DETENTIONS ,"
51TE I MPROVEM If NT5
for
NAKDEff ffAKME5 - PHA5ONE
1f l 1 _A/WfO UNIT Of 7'
TOWNSrIP #7/00�AVCN COUNTY/M-W
SCALE: .45 51iOWN DATE: .04. 1 2
PROJECT #: 20 I 1 -020 S!'I<ET: 1 7 of 2 1

�
�
11
,>1,�
, ___j\ ,I`
I
-�r \` � z%
_ ._ ----
1 2' WIDE X I Q' LONG CLASS A I � I /�I//
XI
/I
-,-I -
RIP -RAP LEVEL RECEIVING PAD ,� /.
WI WRAPPED ELARE�END SECTION h -�- --- e m'I /
// 1, _/
-- -
__ f
- E•,
w _�
;I ,__11
, / /
I // Z�
1___'
1 - � ,/
1 0' EMERGENCY 1 ' __ ', _m_ 1 / !'
__. / /I
`,
SPILLWAY = 10 00' -
L /� /1_1�" ;
=_ __11
w V/ "" .-�! N W f
.�__ aV �` _ _ _
I,- I _ I / L, , I I , I ­­ -I,- __- - - -- - 1� �/ A -.---,--,-------- ___z-__ .
- - - I ,/I
II..:I.�I".I-.-i -.F". III11i , .. , 1 (�II � 1\1"_, , ,.1/ //11 I/11 .-...: . ;. "
/ f/. " './ I ."/ ._-�1miI_. I_',
G
_i� .B
__ _-
�._.. -- _ - - _-_-_ - _ __ - __...._ __--- r�l- _
i/ _ '�_ -; --, �_- .
III.
/" ,.,_ - - ---- - - -a -._.
_ .__ �I7�_I-I_IIII
_-- !_,)5I1-I_I_1\"'_1'._,_,I 10
",--_,I11,(4_,.1__,_,I,_ �_1_
,- _i_i _
� ,` i SURF IMMER __ - I
_, %11 . ,-. / , I .� -/: - I_ , __1-1\ /_,- -Z_-I, '-,I_1/--­-m-, --I�I,-.-/_----,\ -_- - I -'I -1,._-,1--,__11-%__� I_
._, I, ��'_I -\__--- --_F --I-I�/_ ___-A11 ---_- __I ll, ,
- - �--� IS
,1�"7II,1
7_-, ; ,,I__
, .,-. - �� ,.� 1� 1 i
_ ' / 1 � 1 �+ 1< -/1<%
�� 1 ��
.I-
-� -
1.. 1 ` � l i Al A .iN l
- ,.-- --:- '� A N. - - �_ _ �Y_-'__ -
't'�i }
- -
- "r-'� ��
�__ 1__' i
-
_ ;�, - i - 0
�, l l
/` �'I J; Q
'I i t �i �0 \
- \ z, I. % j`',__..-{- % 'I 1 P LEf�IGT� 2 ! Q-
I l 5I
I I A� l v y, l 1 7, I II, Il ., //
I` - 1
'3 I f I / �. F"'-Z `r �� VVVM f �// / ;
b I
_ , CN
�� i f / -,� 0 / jj r /
. '"��- I ; - 1 1� 1 I 1
� i ,' r i �
- / -� .. 5 r I f .1 /
f "" - l '1 .t
V,l
/J
p t 1 M1I~ - r^' . 1 , ems` 'i / !�•,� z
\ �`` `- �-� - i
�� V� '�_ M �� --' It v -_ }
j--_
M
- _­
- -
- \ M
I
- -- \ --.-. \
-� -
{ / rf- \� n M \}
` /
� v ;' _`
-1 .1 .,. ...' .. .
.� A 1 , 'II'\l,-_I_l _I\, \- \\ I�"I I-,�_II,Ii / . L-r�i,.. I 1\\ /I,_;1 ,II / __I�1 , I / , _ _I_ I_1-/
��L _/
ti` ,'" i ` f I" l
/ ,
11 /\ / �._. ---(1) Fire hydrant A55emb€y- /
5TORMWATER POND PLAN ' %v
-- - _ - / /
f
J �
3 GRAFi 11C SCALE �v ,' ! / /
_ 9 75 , /
r m
/ r
20 10 0 20
111 1 /
may'
CK055 SECTION 'IA -A"
i v
%/
/:.11
/
1/
/4
" Jr
5LRIJ FLAT
I - ' 12' - 1 57' -� 12' 10, 7, - G' - I - 3'
1.3' G. 7.5' - C �� h
, 1 r I I (VARIES) 1 1
I I I - c PERIME7�R
I I I 1Ev'c'NG ,
NCB N'� I I I I -
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CRO55 5ECTION 'S-EY - FOND LONGITUDINAL
//
3'
... .._ - PI - _ - 5uv Ar . P1 5va. a F'I _ G....ArZ��_�i
I>_
Ij
=
Z 0Ar _ PI Sw Ar . .... PI G (D..Pr - Z
O
nr ir-11 .. ... \D42 r r r1 5w Hr P, 54v ..
* Ar = Arrowhead (Saglttarla Icni ldoba), P, = F'Ickerel weed (Pontederla
corada), 5w = Sweet flab (AcoruS 5pp.)
VEGETATIVE 5HELF PLANTING DETAIL (TYF,)
I u,5
501 L MODI FICATION
/ "•,5'
VEGETATIVE SHELF PREPARATION *PLANTING
I . 501E PKEPARA- ON - THE CONTRACTOR IS TO EXCAVATE BEYOND -`HE FINISHED GRADE OF THE VEGETATIVE SLiELF
BY 12 IN OKD _ O 1N5TALL I OF MOQIFIEp FILL A5 INDICATED BELOW.
2. T�1E VEGETATIVE SHELF SHALL BE BIKOUGHT UP TC FINISHED GRADE THROUGH THE PLACEMENT OF 12" OF
MODIFIED SOIL. T`i'S 501E SHALL B> MODIFEI D TO INSURE A SOIL ? OF APPROXIMATELY 6, WITM A MINIMUM OT
10% ORGANIC N'ATT'' R. OFF5ITE COMPOST CAN BE USED TO iNC` ffA5E THE ORGANIC MATT EK, WHILI ADDITIONAL
LIME CAN BE L'5`:1 TO INCREASE THI' SOI_ PH.
3. THE GONTKACTO
S
K SHALL STRIP AND STORE 51T1= TOPSOIL PRIOR TO POND GRADING ACTIVITIES FOR THE PURPOE
OF TOP DKE55ING `'1E POND, AND BACKFILLING THE VEGETATIVE 5HELF.
4. Vf=Gf=TATIVE SI11 LF PLANTINGS SHALL BE INSTALLED L'PON COMPLETION OF ANY CLEANOUT AND IKE-GRADING
NECESSARY DUE TO POND BEING USED AS A S=DIMENT BASIN DURING CONSTRUCTION.
5. VI=G> TATIVE SHELF PLANTINGS, AS �NDICATED HEREIN, AKE TO 5E PLACED WITiH 30 DAYS OF GRADING ACTIVITIES.
SHALLOW WATER PANTS ARE NOT TO BE INSTALLED BETWEEN OCTOBEK 15T AND MARCH I ST. IT is
RECOMMENDED TO INSTALL ALL VEGETATIVE SHE F PLANTINGS BETWEEN APRIL I ST AND AUGUST 3 I ST,
G. SLOW RELEASE TEKTIUZER 15 TO BE 1NSTALLED TO EACH PLANT WI"'ll-E BI=1NG INSTALLED. SLOW KELEASIf FfRTILIZEK
SHALL FEED THr PLANTINGS FOR A MINIMUM OF 12 MONTHS.
7. THE OWNER 15 TO INSURE THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF 15 MAINTAINED ACCORDING TO
THE OPERATION AND MA;NTENANCE PROCEDURES ON FILE WITH NCDENR.
(5. FOR TIE FIRST TWO YEARS AFTEK INITIAL PLANTING AND DURING THE OPTIMAL PLANTING 5EA50N, ALL PLANTS THAT
DID NOT 5UKVIti'E THE INITIAL APPLICATION SHALL BE REFLACI~D AND/OP, REINSTALLED,
9. WEEDING SHALL TAE PLACE A5 NECE55A�Y IN ORDER TO > XPEL UNDESIRABL VEGETATION.
10. ALL PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE, CONTACT THE ENGENI ER FOR PURCHASE INFORMATION.
CONTAINER 51-I~5 VAKY, BUT TYPICALLY ARE OF DIAMETERS LESS THAN 4'.
POND GRADING AND CONSTRUCTION 5CHEDULE
CONTRACTOR SHALL INS -TALL 5TORMWATER POND AND ENlEKG�NCY SPILLWAY AT T11E SAME TIPdlf AS EROSION
CONTROL MEA5JRE5 ARE INSTALLED AND USE Ti'iE POND FOR TI=MPOKARY 5EDIMENT STORAGE. AFTEK PERMANENT
GRICUNDCOVI=R IS ESTABLISHED, THE CONTRACTOR SHALL DE -WATER THE POND AND REMOVE ALL ACCUMULATI D
SEDIMENT AND RE5TORI" THE POND TO THE GRADE AND CONTOURS AS INDICATED OH THIS PLAN. ALTI F.:NATI LY, T!~E
CONTRACTOK VAY OVER -EXCAVATE" THE FOND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT
ACCUMULATIC`4 10'0!EV} R, AFTER PERMANENT GROU'�iDCOVEK i5 ESTABLISHED, THE CONTRACTOR WILL BE REOUIZE7 A.
TO DEMONSTRATE AND VERIFY TO THE ENGINEEK THAT THE AFFKOFKIATE GRADE AND CONTOURS ARE PRCVIDED.
EMBANKMENT MATERIALS AND GRADING
ALL EMBANKMENTS S TALL BE CONS T IRUCTr OF UNIFORM NAI IV4 MATERIAL, FREE OF EXCESS SILT, KOCK,GRAVE L,
DEBRIS, AND VEGETATIVE MATTEK, AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH A5TM
D 1 577 FOR & TO 1 2' LIFTS.
TI2A5H RACK WITi1
ANT -VORTEX PLATE 4: TRAS"
GJA.Rp
5.�^p ' .., �.
511 PVC `aCI �. 4,` 30" cMP
GO" X 60" ANTISEEP PLATE
IN FLANGED JOINT
8' PVC CRO'i5
ATTACi1 POINT 1=0R SKIMMER-
pEVIC1=. CAP 4 5EAL AFTER \__4
SKIMMER REMOVAL I - 3 4 0' I g STU6 ,4
6" SCCMF
CIR T OR SEAL INV. EL. G.00'
QRIFIr R W,,1,, ERTIG 1T
. �------L I 50' +! - OUT. EL. 5.50'
a?IA: iiQl -GONG. SLAB EL. Z.C' +i_
�, ti ^ ^. d
i 2 - ' d
POND 2 4 . _CONC.5LAD
EL. -0.50' I MIN . 4" TYP
0" .
I
--_�..�- J b L"•I
3 _ o 7 5: E �.I�a 70' -I 132' -j G.S I I' G. -E - 20' - -1 - 12 f -- ( - 7.5'- -- - 6' -'I- 3'
�- `I I� I
=e
' `� ! I I I I I -- 4' PEPIN,ETER
-I'�CJ'J(, ' I I I I 1 I 1 I I
FENCING
I ! I I I I I 3 f� I
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t I I I I I I I I E I I �:�
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_ RARY STORAGE EL.: 9. ' Y
,� OQ r
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� \ � � -I - �:
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1.\ i % \ \ \ /\ 4rr '' 4IQ- "1 I ,,, TOP VEGL=�AT_D 5I1ELF EL. \ 6.50" \
`%.. I i f
J; \\ \ \
_ PERMRNENT POOL EL.: 6,00' I / " / / /
y , / / / I . / / -r� - /. / BOTTOM ',JEGETATED SFIELF EL.: 5 50 /' .
/ -/ / / / \ T SLOPE I I --: i \ i / / ' /
\ \ \ \ \ \ \
. \ nRles1.: \ I I I e
\ v', A \ \ v /` / / A \� \ \'vA \/.;/
/ /
/ /` / /"" / /. / ,/ / ""/ /, SEDIN EN7 REMOVAL EL-r 0.50 , / / / /' / ', / /, ' : ♦ � v / . /
V / i v / / /, / / /. -F / �. I /. /,/ v\,A A \ \,A \/:A \ A v
A \,AAA. v A v �. - v
. � iA / \ v. A \ \ . I I '. I \ \ \.. , A , 60TTON 'OND If .. -0.� v V \ ` " . A \ , \ , \ \ \ \ <
/\ v/\\\ A\\\\ v v/ yr\\ A/\\\�\ - A\
/ / /./ - /////I// / / ;��' /.//.,/ //
/ / / / /: i i / / / - i / /
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/ \
\ \\\\ �\ \\\\\\ \\ \ \ \\\ \ \\\"
\ \\ \ \ \� \ \ \ \\ \ \, \; \ \ \ \ \ \ \ \, \ \'\ \ \,\ \
♦ / / /
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
'' \ / ,
/;/ / . :/ / /.. / / / / /
\% \ \ . / / / / / . / / / / / / / /. / / /
A y y \ A,A v \ \ \>\, y A \ \ \ v\ v. y A v�,v/
v , A \\./ A\\ A� \ v A.� \ v v v \ \ \� :v v , A
y A \�\\; A, / A \ ., A \ �\ A \/\. A \ / // A \ v \ \ ,.
/ . /:-' / / / / / /
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- - .. - - -
O-
OUTLET 5TRUCTURE DETAIL
N. T 5.
CONCRETI= WffIR
T -
5' 3' LENG. `i 0'
3'
CONCRETE
PI AY
_ I 5 LLW
FOND `OP: If 14.5' P
3: TOP EL. 3: 1
O
'
v 5' LI ! -
r
TAN RACK DETAIL
N. T.5.
T P WIDT
3 O h
4" CONCRETE.{3,000 PSI, F15ER
REINFORCED) or 4" ABC
5'
i
CONCRETE WEIR DETAIL C-C
r . 1. P OP EL. I . a
.5
CLA55 B RIP -RAP SLOPE
PROTECTION W/ FILTER FABRIC
POND VO LU M E5
VO LUMPG
AZF A
I Elevation
........... _.
Foreba Pond Total
1
Foreba Pond Total
y..
_- 1
ft
.... . _..,.._._.
f�3 ft3 ft3
.. _..
ft� ft2 ft2
Tem crar Storage 9 00;,
5535
17383
229 18
1205E
389041'P0
5C960:6"`�w
d
�1;:
,. k ,.
- ._. _ _ �.__ ....... _ _ .._......._...
yele Shelr To 6.50
9_. _.-___..... __.P _-.. _ -
- `°
_._..�,. _. •�
``
� ` �'".°��°<'
'':
® ��:.::.
� 1 1 0
1 3740
1785E
1 847
E293
g 139
s
...1._..._______ _._ .. _ , __
Permanent Pool G.00
-.
3277
11430
14707
+' �._ '
'' m
m °:::
I445
5 1 5 I
659E�"
Ve etated Shelf Bottom 5.50 _
2501
9175
I I E7G
E
8885
34773
43G58
�
..•°
_..... _ _ ...._ ---...
Bottom Rop 5edIment) C.50
___..___: --.._ _____-___
_ e;
1053
4734
5757
Totals
24233 & I
09
2x
I _
s ? o-
t P
n P rce to es I
9
2 % 7 %
9
PI
E
cl
L
S
FKOJECT REV151CN'S
NO.
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PIP
OWNEF,/E)EVELOPEf
\�AD DEVELOPivi ,l , LL C
. 0 BOX 1
_ACK'_CIJVID - NC 2854+:'
CONSULTING ENGINEER
TI r1OMiA5 ENGIIN'FEFING_ F.L�
'. �CX i 3G9 /7 '' I 1 VEI-T �^ _
r T � �P,: Nv^RTh A= ^ N? 2
.57 2
'2r, .:2a__� fig
LAND SU`WEYOK
�'L_ I- T i. NO�LE�, Jz., PLSrr L-2403
C
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i �,AI P N •C' bE � 4 \�
D"Y50KC, NCK' --AKOLAA "II
-- -
11
F.INAL DRNWI:NGS
f T
Released for bidding and permits only.
i no#. released for construction.
_
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E W T DETENTION 64 . .
5ITE IMF)F\ EMENTS
for
HARDEE FARM5 - FHA5F ONE
A PLANNED UNIT OfXf� 01E 'Vf `T
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1 2' WIDE X 10' LONG CLASS A
RIP-RAP,� VEL RECEIVING PAD
W1 WRAPPED-L,ARED END 5ECTIC-N
A' ---.....Pi...
54fv . _
Ar PI .._ -_ SU.J Ar
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3
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��
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Ar = Arrowhead
(Saglttorla
Ion(-jlloba), PI = Pickerel weed (�'ontederla
ccrada), Sw = Sweet flag (AccruSi
5pp.)
VEGETATIVE
SHELF PLANTING
DETAIL
(TYP.)
/ `:5'
. Shelf
Perm. Pool
Pond / ✓ '//�///i7
Graded Solt /
1 2" Modified Sod //
501MODIFICATION
- -5
VEGETATIVE SHELF PREPARATION * PLANTING
I . SOIL PREPARATION - THE CONTRACTOP, I5 _0 EXCAVATE BEYOND 7HF f` MSHED GRAD; OF THE VEGETATIVE 5H1=LF
BY 12" IN ORDER -O INSTALL 1 2'' OF MODIFIED HILL AS 1NDICATED B1=LOW.
2. THE VEGETATIVE " ELF SHALL BF 5R000HT UP TO F11\115r',ED GRADE THROUGH THE PLACEMENT OF 1 2" Cr
MODIFIED SOIL. `H `1 501L 5HALL BE MODIFIED TO INSURE A 501E PH OF APPROXIMATELY 6, WITH A MINIMUM OF
10% ORGANIC MAT-E2. OFF517E COMPOST CAN BE U5ED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL
LIME CAN BE US'-D -0 INC?EA5E THE 501L PH,
3, THE CONTRACTOR --":ALL 5TRIP AND STORE SITE TOPSOIL PRIOR TO -OND GRADING ACTIVI71E5 FOR THE PURPOSE
OF TOP DRI 551NG T-'E POND, AND BACK1`1LING THE VEGETATIVE SHELF.
4. VEGETATIVE 5H> Lf PLANTINGS SHALL 5E INSTALLED UPON COMPLETION OF ANY CLEANOUT AND RE -GRADING
NECESSARY DUE TO POND BE;NG USED AS A SEDIMENT 8A51N DURING CONSTRUCTION.
5: VEGETATIVE SHELF PLANTINGS, AS INDICATED HEREIN, ARE TO BE PLACED WITIH 30 DAY5 OF GRADING ACTIVITIE5.
5HALLOW WATER PLANTS ARE NOT TO BE INSTALLED BETWEEN OCTODER 15T AND MARCH I ST. 7 15
RECOMMENDED 1-0 INSTALL ALL VEGETATIVE SHELF PLANTINGS 5ETWI=EN APRIL I ST AND AUGUST 3 I ST.
G. SLOW RELEA5F F`RTILIZER 15 TO 5E INSTALLED TO EACH PLANT WHILE 15FING INSTALLED. SLOW RELIrA5F FERTILIZER
SHALL FEED THE i'-ANTING5 FOR A MINIMUM OF 1 2 MON7115.
7. THE OWNER IS To IN51JRE THAT THE WE, DETENTION BASIN AND VEGETATIVE SHELF IS MAINTAINED ACCORDING -0
THE OPERATION -,ND MAINTENANCE PROCEDURES ON FILE WITH NC6ENF-
,5, FOR THE FIRST TWO YEARS AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING SEASON, ALL PLANTS THAT
DID NOT SURVIV'" TH'E INITIAL APPLICATION SHALL 6F REPLACED AND/OR REfN5TALLED.
9, WEEDING SHALL IAKE PLACE A5 NECESSARY IN ORDER TO EXPEL UNDE5IRABLI< VEGETATION.
10. ALL PLANTINGS A5 INDICATED IN ARE LOCALLY AVAfLABLE. CONTACT THE ENGINEER FOR PURCHASE INFORMATION,
CONTAINER SIZt! ) VARY, 3U7 TYPICALLY ARE OF DIAMETERS 1_E55 THAN 411
POND GRADING AND CONSTRUCTION SCHEDULE
CONTRACTOR 5 ALL iN5TALL 5-TURMWATER POND AND 1=MERGtNCY SFILLWAY AT T-111E SAME TIME AS ER0510N
CONTROL MEASI''RE-5 ARE INSTALLED AND U5E THE POND FOR TEMPORARY 5EDIMENT STORAGE. AFTER PERMANENT"
1
4
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GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR SHALL DE -WATER THE POND AND REMOVE ALL ACCUMULATED
SEDIMENT AND KE5.O'ZE Tt'E FOND TO THE GRADE AND CONTOUK5 A5 INDICATED ON 7HI5 PLAN, ALT=RNATELY, 7H~
CONTRACTOR M V`OVER-EXCAVATE" THE FOND DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT
ACCUMULATION HOWEVER, AFTER PERMANENT GROUNDCOVER IS E5TA5LI5HED, THE CONTRACTOR WILL BE REQUIK D'-
TO DEMON5TRAI I~ AND VERIFY TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOUR5 ARE PROVIDED. �
,;�.
EMBANKMENT MATERIALS AND GRADING -t
ALL EMBANKMENTS 5HALL BE CONSTRUCTED OF UNIFORM NATIVE MATERIAL, FREE OF EXCE55 SILT, KOCK.GRAVEL, FROJECT P\ V15 CINS n
DEBRIS, AND VEGETATIVE MATTER, AND COMPACTED TO 95Io OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASrM -,NO: � '✓nt =r �0,.T7 -
D ! 577 FOR 8" 12" LIFTS. mm - - - `:
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SKIMMER REMOVAL
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CROSS SECTION "B-B" -POND LONGITUDINAL
-- -
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Oc- 252; 637 272i f-,X :252; 3,'; r.+81
OUTLET 5TRU CTU RE DETAIL H T � _
N.T5, TI ,SH RACK DETAIL —LAN—D suFyEY0K 'I�-'
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3' TOP VVIDTH - \. , PLC l_- 2403
4" CONCRETE (3,000 751, FI5LR TS I5G CAF'11-_N RCS-,D
REINFORCED) on 4" ACC �5A\/ CKO, NO'ZTL', CA�vLIINA 285 -1
CONCRETE W ;i7l
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CONCRETE
FINAL DRAWINGS
POND TOP: EL. 1 4.5' i 5PILLWAY POND TOP: EL. 14.5' �Z It p7
I rot EL. /3.1 T eleased for bidding and perm s o ly
//\//
not reteased for constp uction.
13:5 LEVEL i
f \ \ \
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PROTECTION W) FILTER `915R1C \•, V IC41 ll, -,— ,,-:-,,, 0 ? lr
CONCRETE WE1 R DETAIL C-C `Q' ' \�'' '` III"' , = �`k
- SEAL a 1r� "
z, C - 438 �` - 7 1 'I �j(i:: C.
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POND VO LU M E5 ffl.� 1 9 * \, ;r;!1, G �11, IT .," , -
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---_._-------- —
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VOLUMFB AREAS
: _ . _ ----_ 11
WET DETENTION6�511\1 #3Flevatlor (orebay Pond � Total Forebay 1 Pond Total . J
. ........1.
ft ft3 ft3 ft3 ft2 ft2 i ft2 51 T E I M I KO V E M E N T S
Ter7 ;
mporary 5toraje ... Q,00 _ 63311­17 22608 28945
I875I 67825 86576 for
Vegetated Shelf Top 6.50 - ..".. _. 1 4378 16 149 20527
I982 9350
Y hARDEE EAKM5 - FI-IA5E ONE
7368 °.� k.a.:
Permanent Pool 6.00 3550 i 3322 1 G872 l 1 �- „
: I / �/ " A/A fO UWT �E�/L L OPT 1, to T
.. -"---..-._ .. .. _-
1568 5978 7546 ., s:..-
Ve etated Shelf Bottom 5.5-- 2 1 - - / -; ! h; L�1 , Ir -, ,
723 0588 33I I T04tiN�1 :PI/CP,ti LN COUN-Y/�E,, _.uKN,I cT C, CLII'i4.
5533 45474 55407
a
Bottom {to sedlment; 0.50 588 4570 5 1 58 SC.AL=: A5 S`i0'tih1N VA-1: C;1. :
p
Totals F235 1 26644 58879
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1Fercertage5 ! 8% 82% PROJECT t-`: 2C 1 , -020 3r'F-�7. I d of 2 1

` -----—150'TOTALCRO55-5ECTION--------- ------ -- ---- — _. --�I
— 1 5 • — — — — 2 5.5 - 2 5.5 -- 2 0 --- -- —�
! I I 1
I I I I I
3
I GRADE 14. 12
t LOT FRONT SETBACK I LOT BUILDING AREA = +/- I
SLOPE TO STREET SLOPE TO STREET l
I'
TEMPORARY SILT FENCE I I I I 40: I {TYP.}
80:I (TYP,) ,!
5' SIDEWALK ROADWAY `~
FILL SLOPE ROADWAY 7 `f
.:.:: 4
\//\�/�/i \f \/s\//\// \//\/ —� CC
/
vvv �v���',vv%,�vv�v/,,v;�v
_ UNDISTURBED WETLANDS�-
,�
Cyr POSSIBLE ELECTRIC CONDUIT FLAGGED WETLAND EXTENTS ! 'I
EXISTING GROUND LINE WETLAND FILL AREA = 1, 1 2G 5F
TIE EL.. 9.60
WETLAND FILL S ITE A � = r 1
'4 r..
150 rT CR055-5ECTION A -A (CENTS RfD)
rV w
T, Al
1
--1 50' TOTAL CROSS-SECTION -- I '
—101 ----25.525.5'- 20'--�.�
n
I I I I I r,-
I
I
I I I GRADE = 15. 10' +/- I LOT FRONT SETBA�.K I LOT BUILDING AREA I
5
SLOPE TO STREET
TEMPORARY SILT FENCE I I I I SLOPE TO STREET I 40: {TYP. )
80: I (TYP.) I
I I
FILL SLOPE 5` SIDEWALK ROADWAY """— 1
ROADWAY r
/\/
\
N p v'v /v<'
U N D 1 ST U RB E D W ET LA 5 /
x -� -- FLAGGED WETLAND EXTENT:.''
pRoJ>=cr F�ffvs;oNs
- WETLAND FILL AREA = 447 SF __ -- _-
P_sn_rr�,tic cov�E S JGr 67.20 zOS BLELECTRfC CONDUIT (TBD) r
EXISTING GROUND LINE 2 c�ry�riv3 UarcRisE�F�sc� n� JET 21.2C/2 i
TIE EL. I I .94 +/- - - 5 —__ r
n� � % � - ,'ON ��s � �r, T�o;'�� J3T �. 2�. 2 0 �-�
5 � fC, 501A, ,-5, LEI fL5 -,'yT 5.00. 20 r' = 1
a
WETLAND FILL 5ITE 5
150 FT C9055-5fCRON B-B (CENTERED) - " 1
OWNER/DEVE'-OPER
'1AD D�VLLUFVf'J LLB.
r0 BOX ;22 L
CONSULTING Ef�JG`NEEK
I�OMA5 ENGINEE
C. BOX 1 30' - - I IC'•,VfLL. 'ZOP.= �
LH--K NCB J11 CA_iNA 28 5 ;
OF : r252 27
} 637-27r i �q:<: (252;
X. ffi
LAND 5URVEYOR
-- --- ------ — ---- ----- -----150'TOTALCR055-5ECTIONi,' �• NOBLES. .�.. PLS# L-z403
— — — — — _ 2 5.5- 2 5.5' -
.-. .— — ._._. — ' . — — — --- — — — --- -�— — ....— � . — — I � 6 CAMFEN Roan
3 0'
-25 I PU.CAPIDL NA 25� 1. � r1
;..YBCRO, N�JJR'�
FINAL DRAWINGS
I I I I i
Released for biddinc, and pernlizs only.
not released for construction.
I I GRADE - 14 . G4 +/-
— kf
zti�iirrfWETLAND FILL AREA - 12,015 o
ROADWAY I fr
5 SIDEWALK ROADWAY I
FILL SLOPE FILL SLOPE I TEMPORARY SILT FENCE
TEMPORARY SILT FENCE 1 i /i`/i` / /i\/i`/�/i\/i`�i`/i`/Ni` /` // % // i`/i�/i`// /i`/i /i`/i`/i /�`/`\r/\�ii\ii / /i /s�i/i'\\\\\\\\\ \\ / I ;o c 3
�\ K�\\\\,���\\i\\�\\i�\�\\��;\\\i\�\\����\fir\\�`\\i�\�
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%�1
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\ UNDISTURBED WETLANDS 1 ,
//
vvv v vv%y vv /vv'vvv v vv'efive vv /v /vv%/v /vvfi/v /vv/vv/� /v/vvivv/vv��/vyc/v'�vv/vv v P- 2 4 - 4 2 RCPviviv/�vr, —
UNDISTURBED WETLANDS
WETLAND FILL 51TE fCTIONS H
POSSIBLE ELECTRIC CONDUIT (TBD) 51TE IMPKOVEMENT5
EXISTING GROUND LINE for
1
TIE EL.: �. f o' +�- HARDEE fARM5 - PNA5E ONE
TIE EL.: 5.45' +�- WETLAND FILL SITE C PIPE INVERT EL.. 7.00 +�-
- MIN. I ' BURIAL �, 11�14,Vhlfo UNlT DfVfLOPll1c1'vT''
PIPE OUTLET EL.: 4.00' +I- 150 )=T CRO55-5fC%ION C C (CENTRED) FOR AQUATIC PASSAGE TOWN5ri�'- -7/-F ,, h ocuN7V1',FW F-=KVNO�l�i CARouNA
NOT TO 5CALf (5KBWED) SCALt: j ':G OF, As s-iCIA/N DA—E: 1.04. J 2
`NOTE: TH15 CR055-5CCRON 5H0WN 15 5KfWED, BUT
SHOWN A PfRP51VDICULA9 TO ROADWAY FOR CLARITY. PROJECT 1z: 201 ! -020 5r;EET: 20 cf 21

— — — — — — ` — — ----- — — — — -- — — — — -I 50' TOTAL CROSS-SECTION - — —
�- -16'----25,51 --- -- 25.5'-----
1 I `
i I
I
I
I TEMPORARY SILT FENCE
FILL SLOPE 5' SIDEWALK
3 i
� UNDISTURBED WETLANDS
EXISTING GROUND LINE
TIE EL.: 1 0.70' +I-
TEMPORARY 51LT FENCE
UNDISTURBED WETLANDS
i
EXISTING GROUND LINE
TIE EL.: 8. GG' +l-
P05515LE ELECTRIC CONDUIT
WETLAND FILL AREA = 228 SF
2Z- — —
FILL SLOPE
3
CL G LAD E = 1 5.60'
ROADWAY, r 1 --
FLAGGED WETLAND EXTENTS
WETLAND FILL 5ITE Q.
150 FT CR ,5,5-,5fCT10N D-D (Cf1V TCRfD)
/ " ^ 61
20' — --fir--�
LOT FRONT SETBACK
SLOPE TO STREET
40:I (TYP.)
— — -- — -- — -k 501 TOTAL CROSS-SECTION - — -- — — — — — — — — — — -
- - 2 5.5' — — — _._ — 2 5.5- — — — — — 20'
! I I
/--- � GRADE = 15.64' +/-
5' SIDEWALK �KODWAY ROADWAY
WETLAND FILL AREA = 2, 1 7G SF
P0551BLE ELECTRIC CONDUIT (TBD)
WETLAN D FILL 51TE
50 FT C90555ECTION f E (CEIV TERfD)
/ " = 6'
LOT FRONT 5ET13ACK
SLOPE TO 5TREFT
40:1 (TYP.)
LOT BUILDING AREA
SLOPE TO STREET
60 : 1 (TYP . )
LOT BUILDING AREA
SLOPE TO STREET
60 : 1 (TYP . )
J —
�r 1
J J
l� 1
FLAGGED WETLAND EXTENTS
PI
E
11
L
1
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PROJECT REVk51GN5
ND. OF~CI�IPTIOId 5Y OAT-
MAN: S JGT II.2E. 2C i 2
2 CITY O"'iATEe/SEl
3 AGO L0 1DfN51?Y r-5lf OXT JCT 6.20I2
4 I UZV1510N5 4 5%CTIOV5, JvT 27.2Ci
5 r0,�:': ✓., , i r F $ f C, 5WII L Z�5, L,�ot 5 JG r 2G'
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N� W NORT`i CAKG-;NA gib_ 6: e ,
rFC 1(252 G37-2727 Fri (252) �;3=-2448
LAND SURVEYOR '� r
hLpBL:T J. NODLES. Jam.. ?L5# L-2403 �--,
86 carp ;CAD
rFINAL DRAWINGS �
Released for bidding and permits on1
not released for construction.
3
CAP
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1
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P�G'
1 !f ilk j 1
5
� �111[ISSII\ 1
l�jl rll (1 S11S\L�t I ';.�
WETLAND FILL 5ITE �,ECTION5
511E IMFKOVEMENT5
for .
i IAKDEE FARM5 - PNA5E ONE
,a Y���Nr��o un,��T of✓��oPl�.��r4�T„
To�n•Ns��P �7icKA�'�N couNrY11��Fv� ��F��;�No�rr, cA�ou�,�:
5CALff: 1 ":G' DATE: C4. 2
PK0JfC7 #: 20 11-020 5'r1Er : 2 ref 2 1