SW7111108_APPROVED PLANS_20120202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ! Z&P
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
0 HISTORICAL FILE
DOC DATE
YYYYMMDD

SChEDULff OF DRAW Nr--_-,
5i]EET NAMt
for
TOWNSHIP # G - CRAVEN COUNTY
HAVELOCK, NORTH CAROLINA.
o00 .
STORMWATER
APPROVED ' ��,
"TH � A''OLINA ENVIRO MENTAL
MANAGEMENT COMMISSION
DIVISION OF W,� q: i QU,�,LI'fY
Dater, .
H WY 70
CNUKCH KOAD
5
3LVD
�3)
P
CoVFR
2
-:XISTING 51TE
3
5:TE P.A^:
,':-ATCR ,� 5EL11VF-K --I1_ Y fy
5
G'�ADIN'C, DRAIN,",-C�- �F r-C LL,;1111
E
ROAD'V"MY PROFI'L'
7
'-5ffIA/ER NROFILff
8
ROADWAY � DKkN,j\Gv� D�-
9
�`ROSICN CON ThOL DFTAf'-5
I 0
v'VAYffR SYSTEM DETALS
R 5Y5TF-N/ DffTAIL5
12
5-TOPM -VATFR DE
".
PROJECT REV[510N5 MY
C 7v
Cr r! L h l OCK JPLF N% vG
4 CirC A:���OCKSiO I�I;^T,7- �
r
WNER/DEVI<LOPER
SATWEAR. LLC
24 JCSEPr L7PJVff
hAVF'OCK, NORTP CARODNA 2b'--:. 2
''-10NE: (252) G52-G263
C_ON5ULTING ENGINEER
TH0MA,5 fNGINffK1NG.. P.A. (C-e-13:
JC":N C. Tr'0MAS, { 0u07)
F r_ SOX i 309 - �G 10WFL P.0
\_.%% 5EPN. NO'PTN CA�OLIVA.
OFFICE 2) G37-2727 FAX: (252; 6
LAND SURVEYOR
AMES 51MMONS. !R., �L 5# L-
a03 wEeE 50tr ���,��
NORTt1 CAROLPA 285-
COPYPIGHT C 201 1 5YTHOMA5 ENGINEERING
ALL RIGNiTTHESX 13KAWMNC
INSTRJME":T ON 5EF\VICE AND A5 5UC' r
THE P'RO--'F.RTY Oi= T''1OMA5 NNGINEERI';'
NbTHLK `-IG DOCUMENT NOKAti" PAIRT -1 l
D C C U M ff 'JT ,'vlAY 5E REU5ED. REFRODUCED Cs_
TPAN5M -TGD IN ANY NORM OR BY ANY
ELECTRONIC OK MECHANICAL 1NCLUD!NG U-- r., ;-
LIMITI=D TO PHOTOCOPYING, MICR,0F�LVI ',.G, f,` T
RFCORDI\G_ OR 5Y ANY INrO''WAPCIv
AND RffTR'�—VAL SYSTEM, WITr10UT
WRITING FROM THOMA5 CNG1NEEPIN-
FINAL DRAWINGS i
Released for permits only,
not released for construction.
llllllilif rfIl1l \,I`ll 1 � 'I: �i.
ffr `N�, C1t;��Lf
C-4 8
COVE
SITE IMPROVEqffNTS
for
PATRIOT PARK
TOWN 5HI #E/CRAVEN COUNTY/NORT1-1 C',r.(2_=I
5CA11E: 000' i DATA 9 -
f
'^ i -Z
s
1FROJECT #: 20'f 1 -004 1 S 'EF-T: 0 -)�

MP,P NOTES LEGEND
1 5OjNI Kr'. O ._;` R''&7� . -,PJL) j�_1 N_C,` fMA.T!DHI IS -\5 FRCDFF-,- - - -- - - - -- -
_)N f . P LAVREt_ C! AQ � T ' 1 _ hJ 5YV50 K PION _
20 2 vL) VE _1KED U-Y =55 C. 51MMCN5. PL5 03992),
�
' K_
r`~UT T�J Ir 7 _ f-'_I-- ' •A.C- '.�. I�°':I_ '"F.%�CT >=1' _, ,7 5 IR'i'`r'.f':CSpe:rty L'ile5lP.1�j(ly if
M1 r.A� . -.ID
F 'C r'r , ) � _ r �E RFj T N_� F -01;7 � L - CA- �01" �� -
2. L A I R „
... THE C1 n � ,I r� F- ,��pGrty fviln�.murn t.,liWc"{ tw ..
1' �L- r 5t1tr�ctur�
A r Y T(F �IJ F _
4. EMI 7 -E&CRAd ARE A7 ONE -� - - -
tn ED L RE I -7 '7 1 is X 70 S;Ight Trlar3�jle
-00> DEYD WWI 7
v
r C F DYED ' K G ).37- TAX iD _ 05 ., A, f�CSed v Water Valve 4 BaN
G. T915t� L
' 2 00i ,ATvATK 7QCT1','-- [ A - j _Y 2 K.. 4, TH S FEE ='ORT 'N fJC Propc5ed Reducer
I reposed: We Hydrant
5 JT DATA
0 AL 5FE ARFs 0 4.3 I AT. Pr opo5ed Gn Water We
O AL De7LRRED AIA. iS k.._L ,D D C 5,0-C:. ropo5ed: 2" Water Lme
507, - � h }posed 1=nd-of-Line,, blowOff
Ti I:.•EE;.
4, PARCEL:D:
av- .,posed Water Maw,
w,
4 15 m XF' - 7 FNI', D. - F rposed Sewer'Servic.
- ------------------
7 T F �:E�,,_�ed Seaver will he c
A. L LT JiPUN " 'ETT v,: _�55 F ' ,payed Force 53nitary ``,f,:-t.
5F F F� e Cal{ Out
��.
d. TCTAL F`K 705 E� "KO E GK` EN FA,�_E - ­1, ,c..# L,Qjrne! Call Oot
7 . NU 404 VM, _WSEY15T ONTHE 51TE.
5, ` 0 A: E FRE .',T'2Ni `H _ SITF At..
UTRti-I-1D
- m! Dir=ectlon of�lo,v -
Ar,ovv,
Td- 1R r ✓5vM: L), l 4� A
-r f 1 . �'k! I TIIC onnwata- Dawn Vey, :",_
1 C OL F ...
a F O U T' A _ T'
F
INWAl Wj CC N- PLE USE 2 4E r,_IE- (Ai ,!_i, MAP A X, FD A_ I `tormwater 1lpe5 --
JTHCM A. l E BY -wE Cpy.
I_D Lr,?a5 of [�ISt'JrCJarCC I
GENF2AL NOTIS
r: c L- V —
T7-r 'L.V,,_5 OEMTF-mporar j Constru-tior I
n E _C F ^-Jr ANID / _ F m T, or ;ry Check Darr
. (` N _
RFC
n Iv.
>^, -_G G I C iA Ji� _CC�:. 1= pe Outlet Prat. C)K r - '
- KF E X K ; 00 O DE D D", T-1` C7V
-�
"-np. Block � Gravel Outlet Fir
7, FKSTlfJG 5TKLJCTL,'RF5 `J rA I TW LOWED AND r`N &C `':ING-ON 70 OJFCT' --KACT ARE TO 57 F'�^1C :'1=L ra JD OK r 11 � .U-1�� I rrpo.�ed Channels
KF: SCATED �'C_!04 TO (DR jK' (:L;ti5T ,7)1r� AS � ..�'�W,.; - li
KEf DN. PN V55 CAKERW- F NOTE EM T NG L�TI'LIT` AKE VY�A�
_ I
CR `v�rneelcnalr RarnpS -
TO ,U �VIG-iF�: a.r~I'D CI r,F=K':/SE ABA�-1DOr, � LNLE55 OTrilr�thv/5t= _ v,: �
11 KECRF , AREr'A: N �-GRAPHIC SCALE
_, PLAN F!K
C,ONTVIACKO 30 15 O 301 ,
1 HE v K _ FA.. MAI` �",,� .�ETr 5ET Oi P D
I
'�J K�. .�Tt- `iRK -_ r r-l.� r,i1r�� _Lrt,T , 077-:
-^ ' 11''4' ,� t
'H
.;D iH D FF,'KK TO T ` Z_.
PROJECT UVI ll N
3, A-L NEqK5 "75�D 11%, TNF P ACJS THE T,=?.M �CTOC
IMAU VFAN TK U KE�vA CONTRACTOF, A \ D A'`:Y S,JBC - , �CTOK. ZA.SED fog PfRIl117a
ERL )K, OR 5jF ''_'PER ?ERrO:KMING CCN,)TI?UCTION C -)'TL 2 07-0,- r4VELOCA, fU6LIC iti'ORKS r I
<+. TIE W9AK\(S i . �Y PRC D& U,Y CTh1F'RG 4,-', .� r�-N -- — — - --- _ - -
E, _ G E EN , � � r ._ �3 07' Cyr 11AI/ELOCK PLANNING 1G I l
I� _L � li �.� BY �1�_ � J hJ, FK. T`1F �GN �.�, I GR V,, �� ;'-.K r _ �_. �� - __ - -
XIS'TJ� KT �I 7 D15C1?�PAN tU, C.R 4 CITY 7P,yr1i/ELOC,CSrO�M#��ATER iG :, I J
C- T1E i_NGINEEF RIOK T`. C':Jv r:IJCTION.
`?. T HE MVi DI;-1TFr" NO I Y T"-1E Or AND
- — -- - - -
D15CE' A:JCIE5 -Hr, - 't11NG� Ors N, 7.1E F!E_D. EITrF'K FR10R 70 —
BE9 f N N`; O< CCNS�K J CT ON I IJ TNF FIE_D. � D, l`-I �
Q THE _GKTQ�_ D� 3 Li;KEC�L-[) TO UTILITY CCCAMC',[
5E K CE P- -+5 HOURS RIOF� TO �EGIN'"1NG COfJS7RUCT ON.
. 1 :1,= - r. . IF' v., � L)K -: RE5PON5W FOK LOCA_ING AND ALL ».
N: ; rJD A .H A LITES �K: TC . 0 :STKu _, AVD OWNER/DEVELOPER
i 02FONEABLE OCR ANY DAMAGE VC,' _11 d' DLiRING, C C'J. _RUCTION, 5ATWEAR, LLC
142 COWKACTOK 5 HAL'_ BE RE5FC',.5 6LE fOF. ANY DAIv1AGE TO 124 J05EPh1 DRIVE
EXI5 116 r A5TR ICTURE ^rT 1I" T 1F F'ROJECT CITE NA1 t_'_OCK, NORTH CAROUNA
ATJc1 JINC; PK3FERTE5. IN -UD `3i_T NOT Irv1ITED TO WEMEK-. PHONE: (252) G52V2G3
`:LR--. 'JTDOE5 ANI SCA`1r,G, DKAIIJACE PIPES F-`C. TIE
K>;F'A*F AND101R K�-fF_ACF tA5 KFOLIIR=D ALL CONSULTING ENGINEER
13 ^� > IP/ �FDI DTI LY 'r �� I ,SAK'. OK PRIOKTC TF11= [1,jD OF YHOK,1A5 ENGINEERING,
T-IE RCZCT CC T TC' - rlE O ^,N1 K, REF a K5 ` HALL E?I' IN ]DrIK G. ThOMA5, PC (.10407:
A C, ivDA` VAT- LOCAL RTGULAI ION rEQU FEMENTv AND 5 IALL F.O. BOX 1309 - 401 HOWELL KC-,D
PKID-1G - P AMA ,.-D ITEN! TO A COHDITON SL`:5TA.NTI,�LLY FQUA.L TC E^EW BI KN, NORTH CAROUNA 28513
75 PRIG CTA r-. OWE: (252) G37-2727 FAX! (252) G&G _
1-':_ CCTqQAC70R �:' 1A'�r_ �RO`,II F T F= NC'cEEK WITH AS -I UiLT
i ECORD5 OF ALL CON'TKJCT ^N, INCLUDIfIC LAND SURVEI°OR
UND&GROI D „n__ TFS. _.IRON THE C:)MF'LFTION OF TrE P?O 7. TNff .FAMES C. 51MMON5, JP,,, 7L5# L 3,
CCf. ETACT' Z S OH!_! MAIN-.AIN 45-5U:LT L)KA'JING5 f0FR THE _ ,jFA-ION
603 WEBS BO'�1LEVAKD
4-ND1 K`;'I'ID� NF DKf l INGS TO PIT-ENGNFFe UPOi KEOU 5T. HA (LOCK, NORTH CAKOUNA 265-32
C. l = JIJT .0 �;r. GHAU ,.00KDIN:ATE 0,11TH TIE ENGINEEK BRICK TC
MA,K =;G _STM> N_5 IN THE II/ENT 0 CONFLICTS Ivy/TH 1>AVATF_R.—
tE'J`r DRAINAG . OK _ LINES. LuISTING OK p"", FD.
1. T-,- C.O \TRA.C7C; \ '5KAL_ 5E KESFONWE FOR TH! RED, `,. AL AND FINAL DRANVINGS
L'I P SAL 0 4-L- Ayr . =,15TKJ;-T`OU D E3 i5. AND Or,vA.NIC
Released for permits only,
497WAL OFF WE AND ^, A TGAL N ANNEK,
not released for construction,
r�
,lltitll,llfi;I1 I •1Slll ii..
- J- `o �
�k C Avi
,.
E A I 10,fT01�`
rf�%!lfS;tlt�4` 1 `f<rriS'�
EXI5TING 5,ITf,
SITS IVIFRO EMIE:N i 01
for
11
PATRIOT PAP.K
T01:JNSrir-#G/CRA EN OOUN INOR-I _AR I
5CALN 1430' I DATE:
PROJECT : 2C' -OC4 I 5Mffff: 02 cf I
L
rF
r�
! �
�-.00
•
r-
Stood,
r
�1
M-,
•
r..

MAP NOTES �.
I . SOUNDARY, 1 OFOGKAFI'IC AND JTIL.!TY INFORMATION 15 AS PROVIDED LEGEND
ON T` ff "SURVEY FOK LA'A'KLNCE J. SAYEK, JR.`, CERIPF:ItD ON JANUARY
20, 20' I , AND PKEFARFD BY JAMES C. 51MMON5, -,R., PL5 (L-3992).
PROJECT TRACTS ARE TRACT TrVO AND TRACT THREE OF TH15 SURVEY. - ;...
AREA 15 BY COORDINATE5. "roecrW L
2. ELEVATION5 ARE BASED ON NAVD 988.-
3. THE CONTRACTOR 5`IALL 5E RE5F3NSI3LE FOR FIELD VtKflCIATION OF~roper*y 'v1in, r n 5 ;
EXISTING 5ENCHMARK(5) PRIOR TO ANY CON5T1-,UCTION AND SHALL
REFOKT ANY Di5CR[FAN0E5 IMMEDIATELY TO T-E ENGINfER" xis nc 5Lr =c =,
4. EXISTING CONTOUR INTERVAL5 5HOA'N ARE AT ONE FOOT.-
5. DEED Rf-FERENCE: _
a. TRACT TWO: DEED SOCK 2799. FAGS 724, TAX ID: G-C45-07G.
b. TRACT THREE: DEED BOOK 20C, PAGE 037, TAX ;'D: G-054-01-
G. THl5 FKOPEKTY 5CALE5 IN ZONE X, PER FLOOD IN5UKANCE RATE MAP H Propo�ea tV'ai-er -I���_ _. _ 2
3720G42000i 0,1ITH EFFECTIVE DATE JULY 2, 2004. T il5 REPORT IN NO - - - ---
`A'AY SUPERSEDES THE ABOVE RErFKtNCED FIRM. , �ropo�eo. ReJ,v`.r
S 1TE DATA --- -- —
\\ Pro used Fare Ii.;drrl..t.
1 . TOTAL SITE AREA 15 4.3 1 .AC, tiYS, p .3
2. TOTAL D15TLRBED AREA 15 ROU ,"tJ U, TO 4.3 I AL.
Proposed G'�, d °r L
3. SITE ADDRc55: 404 MILLER 5LVD, HAVELOCK, NC, 25532. (TRACT — Proposed: 2'
THREE). - - ..--
4. PARCEL ID. +� Fr0C105ed Lnd-of-Pure Oda— ._
TRACT T'A'O: G-045-07G - ---
d. TRACT TNPEE: G-054-01 5-A — Fropo�ed Wa er 5`. :e G
5. CURRENT ZONING 15 MIXED; R-7 �T RMri. FROP05ED ZONING 15 R-7. -_
G. BUILDING SLTBACK5: - -
a. FKONT: 25 FEET — F Op05eG 5 VvF per C:'. J
o. REAR: 25 FEET - E-
C5: 7 . +=r�E, O ProaoSe� 5e ,U ,
c. 51DT :
7. BUI-T-IJFON AREA:
a. FROJLCT i5 HIGH DENSITY. —���, -' PropoSeo_ Force
.. TOTA- FROFC5ED IMFERVIOU5 AREA IS 80,000 SF (i .53AC}. ---- -
TOTAL FRO705ED PERCENT OF IMFFRVIoU5 COVER 15 42.G%P pe ca' Out
d. TOTAL FR0'05rD PROJECT GREEN SPACE 15 57.4%.
5. NO 4C4 'W`LAND5 EXIST ON THE SITE. �_ Cranrel Cali Cud
9. NO SLUE--IN'E STREAMS ARE PRESENT ON Tr115 SITE A5 1LU5TKATED PY
T HE SOIL SURVEY FOR CRAVEN COJN'TY MAF5 AND U5G5 QUAD MAFS..,,�„
0. `H15 FROPLRTY LIE5 'WI-HIN G5 DEVDLN �JITHIN THE CITY OF HAVELOCK'S
NOISE CCNT0UK ZONE AS DEPICTED ON T'r!E LATEST %%RCRAFT - - - -
��0
INSTA'._LATIOhJ COMPATIBLE U5E ZO!.E STUDY (AICUZ) f1,�1AF .ADOPTED A5
AUT,rORITATI\%E BY THE CITY. —
I ! , N015L WAIV F, Of CLAIM: THL O`dJNER HEREBY WA!Vf 5 RIGHTS TO ALL -
CLAIMS, BOTr-' OF'TSL'_r AND BY FUTURE; —CT O�iVNLR5. AGAINST THE —
CITY OF HAVELOCK 1'4 CONNECTIO,N 'VVITIi ADVEK5L AIRCRAFT NOISE-
i M FACT5 .
GENERAL NOTES
I KNOW% EX15T:NG AND PKOFCSED EA ENr5 ARE A5 PROViDLD iN THE YLAN5.
2. 0,'ATER AND DE''A tP 5ERV"-f 15 3Y T ;E C' T" OF HAVELOCK. - _ -
3. 'v°CATER AND 5r1,VffR SERVICE LOCATIONS ARE AS 5F101,VN. ® Ter.,pnr-iry C'�Daly, 3
4, E-ECTK!CAL TO 5E DESIGNED AND FROVID D BY FROGRESS ENERGY. - - --
5, ALL FKCF05ED ELECTRICAL, CABLE, TELEFHONE. AND OTHER
COMMUN CAT ON �� 4F,1' G 5-HALL BE INSTALLED 'JNDERGROUND A5
REQUIRED 5Y TH>r CITY OF 'HAVELOCK. Temp. Brock ave :jti; �-�
6. F -U5F 5`KVICE TO BE FP,00DED BY THE OTY OF HAVELOCK
- p
(INDIVIDUAL CONTAINEK5).
7. EXISTING,5TRUCTLRRE5 AND FACIUPE5 LOCATED AND ENCROACHING �� Pro o =cd Char iel5 ECG
ON TIE PROJECT TRACT ARE TO BE REMOVED AND/OR OTN If RWE5E ---
RELOCATED PRIOKTO OR DURING CONSTRUCTION AS 5H0WN WCR W eelcna�r Rar�r�� ;� IR9
HEREIN, UN'_E55 OTrER`45E NOTED. EXISTING UTILITY SERViCE5 AKF - ---- TO BE REMOVED AND OTHERWISE ABANDONED UNLE55 OTI-Iff KWf 5E GRAPHIC SCALE i
NOTED.
8. RECREAT,ON AREA: ?AYMENT IN LIEU Or.
9. LANDSCP,FIVG CLAN FER HAVELOCK LAND U5E ORDINANCE. 30 1 5 O 30 `
GENERAL CONTRACTOR REQUIRE_ �, IENTS Y
THE CONTRACTOR 5NALL MAINTAIN' A COMPLETE SET OF AFPKOVED NOTE: TH15 5CAZAPPLIE5
DRAIr4NG5 OF T-IE WORK SITE AT ALL TIMES THAT THE `--lNTKACTOR 15 24"X 36"ONLY.
FERFORP,!'NG ,.VOKK.
2. THE CON KACTCR 5NALL VER;F" THAT ALL NECE55AR'Y PERMIT5 FOR
CC) N5TKUCT1ON HAUL SEEN OBTAINED PRIOR TO THE START CF PROJECT REV151CN5
CONSTRUCTION.
3. VITHIN A' L NO ES FROVIDEd IN THE FLANS, THE TEF I 'CONTRACTOR'
Sr!AL- MEAN T`°1E GENERAL CON --;FACTOR AND ANY 5L' 'CONTRACTOR, - - - -
VENDOR, OR 5i_JFFLIEK PERFORMING CONSTRUCTION "N 'HE SITE.
F T1A I/ELOCK Fb 5 L
4. THE BOUNDAR: SURVEY 15 PROVIDED BY OTHIEK5 AND I.A5 NOT BEEN _ OFtiAy J
FIELD VERIFIED 5Y THE ENGINEER. THE CONTRACTOR SfiALL VEK1F1 T �,-H4✓�LOCC _S�?,�;"�r✓✓�r;F = -
FXiSTING =1FLD CONDITIONS .AND REPORT ANY DISCKEFANCIL5 OR —�
CONFLIC-S TO THE ENGINEER PRIOR TO CONSTRUCTION.-
5. THL CONTRACTOR SHALL WMEDIATELY NOTIFY THE ENGINEER OF ANY
Di5CREPA\CIE5 ON -HE DRA'WING5 OR'N THE FIELD, EITHER FKIOK TO
BEGINNING WORK OR DURING CCN5TKUCTION IN THE E!ELD.
e. THE CO --.TRACTOR ID DIRECTED TO CONTACT THE UTILITY LOCATION - --- -
SERVICE AT LEAST 46 HOL'K5 f RIOR TO BEGINNING CON5TRUCTION. ......, -
7. T-iE CONTRACTOR 15 RE5PON515L.t FOR LOCATING AND VLRiEYING ALL OWNER/DEVELOPER
NDLRGROUND AND OVERHEAD UTIL!TI S PRIOR TO CONSTRUCTION AND SPTIv^ti%ff AR, L L C
15 KESFONS13_E FOK ANY DAMAGE TO THEM DURING CON5TRUCTION. 24 JOSEFH DRIVF
5, T-E CONTRACTOR 511ALL 5E RE5FON5151-E FOR ANY DAMAGE TO AVELLOCK, NOKT- I CARC'IN.�=
EXISTING INFRASTRUCTURE W!THlly THE PROJECT SITE OR ALONG Fr,0NE: (2.-)2)G52-E2,,
AD.,IOINING PROPERT;E5, INCLUDING BUT NOT LIMITED TO PAVEMENT,
CURB, UTIL !TIES, 51DEWALK, LAND5CAFING, DRAINAGE FIFES, ETC. THE CON5_ULTING ENGINEER
CONTRACTOR SHALL REPAIR AND/OR REPLACE AS REQUIRED ALL 1 rON1AS �NGIN!ffK'NG, a.A
DAMAGED F'-7 15 IMMEDIATELY, IF NECESSAPY, OR FRIOR TO THE END OF IN G. T10� F
T-IIE FKCJCCT AT NO C05T TO THE OWNER. KEFAIK5 5`iALL 5E IN O .�Oh 309 G rn -,i
ACCOKDANCWITH LOCAL REGULATION REQUIREMENTS AND 5'1AL'I NEW 5FR%, VOR7r' CA"RC a v-
DKING T HE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY EQUAL TO {, ITS PRIOR STATE. (252) G37.2-27 F.AX. r2 -
9, TFIE CONTRACTOR SHALL PROVIDE T!-IE ENGINEER WITH A5-BUILT LAND SURVEYOR
DRAV,'INGS AND RECORDS OF ALL CONSTRUCTION, INCLUDING JA[,'.F5 C. 5 1MM0NS. JR., PL`,7
UNDERGKOUND UTILITIES, UPON THE COMPLETION OF THE FKCJECT. THE
CONTRACTOR SHALL MAINTAIN A5-BUILT DRAWINGS >-OR TIIE DJKATION G03 Wtb
AND PROVIDE THESE DRAWINGS TO THE ENGINEER UFON REQUEST. r1A,'FLOCK, NORYri 'ARO 'N-'
10, Tr1E CONTRACTOR 5NALL COORDINATE WTH THE ENGINEER FRIOR TO
`,1AKING FIELD ADJUSTMENTS IN THE EVENT OF CONFL ICT5 WITH WATER,
5ff EK. DRAINAGE, OR UTILITY EWES, EXISTING OK FROP05ED.
1 1, T-!E CONTRACTOR 5NALL 5E KE5PON51-5L1 FOR THE REMOVAL AND + FINAL DE�AVV:1.ivG
D15705AL OF ALL TRA5H, CONSTRUCTION DE5R15, AND ORGANIC Released for permits onlyJ,
MATERIAL OFF-5iTE AND IN A LEGAL MANNER. ` not released for consmIC11011.
SITE PLAN KEY NOTES '#xx------�`
REFER TO 5'1EFT 8 DETAIL K I FOK TYFICAL FAVEMENT SECTION AND trfjr ''
DETAIL K4 FOK TYFICAL CUL DE SAC DIMEN5101NS. IE �, ''
2. K FEF TO SH LT S D=TAiL K2 FOR TYPICAL SIDEWALK SECTION. o �� k �� ti
3. DTOKMWA E2 FOND FLKIMETEK SECURITY FENCING (5Y O T HEK5). ZP Rq` °� y
4. T hJELVE FOOT GATE OPENING IN 5ECURITY FENCE (BY OTHERS).
5. tXI5TING STRUCTURES AND FACILITIES LOCATE1 {) l .a
D AND ENCROACHING ON SEAL = _ _ -:"
, �:
C-438
T E PROJECT -RACT ARE TO BE REMOVED ANDIOK OTHERWI5E
RELOCATED PRIOR TO OR DURING CONSTRUCTION AS SHOWN N,EREIN, rfj co
U\LE55 OTh-EFW15E NOTED.
e. TYPICAL TYFt 'D' STREET SUFFER TREE LOCATION. KEFEK TO SHEET 9 fff '� 1 9 g 3i`
DETAIL R1 FOR TREE PLANTING DETAIL. rr` lrrrr[tttwti '
7. TYFICAL TYPE '5' PROJECT PERIMETER BUFFERING. EXISTING TREt5 AND
3
VEGETATION TO REMAIN 1N FLACE AND NOT TO BE CLEARED. S 1TE P LAN•`
B. REFER TO 5-1E-T 6 DETAIL K2 FOR TYFICAL PAVEMENT SECTION AND
DETAIL R3 FOR OVERALL STREET TYFICAL SECTION. '-
9. REFER TO 5HEFT 8 DETAIL R5 FOR ROLLED -CURB DETAIL. � T� P�C�1/EM �� �
10. REFER TO SHEET 5 DETAIL R 10 FOR TYFICAL WHEELCHAIR RAMP DETAIL.
I I . REFER TC NCDOT STANDARD DRAWING NO. 1205.07 FOP, TYPICAL
H!-VIDIBILITY C2055WALK PAVEMENT MARKING DETAIL, fcr
!2. Tit POINT, CENTER LINE OF PROPOSED FATKIOT DRIVE TO MILLER BLVD. pp p �
1 3. PAVED DRIVff'vVAY FOR FUMF STATION SITE ACCESS. REPEK TO SHEET 5 PATK� OT I p AF,I ,
DETAIL R I FOR TYFICAL PAVEMENT SECTION.
4, TYFICAL 5TRttT LIGHT LOCATION. 5TREET LIGHTS TO BE INSTALLED BY �--
TO`A ^J5- IP #6/CRAVEN COUNTY/NO-,_` I'\A
OTHERS. -
5. STOP SIGN 'LOCATION. REFER TO SHEET B DETAIL R,' 0 FOR 5TOP SIGN
I G, STREET ROAD '`AME SIGN LOCATION.
17. EXISTING 361 _:VL OAK TO KLMA!ti' PROJECT : 20 ! 1 -004 -' '
16, FKOFO5ED G', 50uio MINIMUM OPACITY FENC> . H A
X

HAVELOCK DEVELOPMENT CORD
II WET D[ TENTION
o #09
a
/ 1 ,5 � h
r -o
u
C � I Rf �1��L�rtY � \ ,
i
43!_ r:
7
, t e 053C2I
JACK50N ESTATE
PROPERTIES, LLC.
_ a
D5. 2430 PG. 363
III x
ZONED RM!1 $ �-%
PIPE DATA - STORM DRAINAGE
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
_X. P-I
3C inch RCP
17.52'
17.40
50'
0 75'D.
P-2
b Tcn?CP
5.0"
7.90
43'
0 TS%
Ex. � 3
5 ircn RCP
7.6G'
1 7.b0'
23'
0.Z 5%
P-
24 inch CPP
! 7.50'
1 5.50'
12 1'
1 E io
F-5
24 inch CPP
1 5,50'
14,75'
41'
1 b2,lo
P-6
i b inch RCP
6.50,
1 7.50'
84'
1 9%
P-7
3C nch RCP
7,50'
1 7.40
42'
0.<717"o
F-b 1 5 mch CPP
20.00
1 5.50'
3G'
1 2., 'A
F-OUT
24 inch BCCMP
6,00,
17.75'
44'
0 `<=`'�
STRUCTURE TABLE - STORM DRAINAGE
5TR. PIPE IN
INV, IN.
PIPE OUT
INV, OUT
RIM / BC FLEW.
AD- I
F-4
1 5.50'
F-5
1 5.50'
2 i .50'
P-b
1 5.50,
C 7-
P-4
7,50'
20.50'
EROSION CONTROL NARRATIVE, NOTES, * SCHEDULES LEGEND
NARRATIVE -- --
I . DISTURBED AREA: - - 5YM`: , I DZSCRI--!UN -_-
A55JME TOTAL TRACT AREA OF 4.3 ! ACRES. - - -
-- Property Lne�-ia,nt cr _ _
2. EXISTING CONDITIONS:
PARCELS ARE PRIMAINOD
ILY WOODED WITI1 AN EXI5TIN6 RESIDFNTIAI_ HOU5E, SEVERAL - "-- Property Minnnur, Builds
OUTBUILDINGS, DRIVEWAY. ETC. _
Existing Struc_c-es
3. SCOPE:
CONSTRUCTION OF A LOCAL RESIDENTIAL CUL DE SAC STREET, WATER LINES, SEWER LINES. I O' X 70' Siam q_- ngle
SEWER FORCF MAIN LINES, PUMP STATION, STORM DRAINAGE LINES, WET DETENTION BASIN, -
DRAINAGE 5WALE5, AND SIDEWALK TO SERVE 15 PROPOSED RESIDENTIAL LOTS, H Proposed Wa -r Valve e r,.
M
4. SOILS (ACCORDING TO THE NRCS SOILS MAP OF CRAVEN COUTY): , j Proposed Reoccer n �'
GOLD550R0 URBAN LAND COMPLEX (GuA) AND RAINS URBAN LAND COMPLEX (Rc).
5. RIVER BASIN: O p G P o� r" 3 f •� ''^
Pro oseo F
^1
NEUSE
Propo e J 2' a P 5
_ -- - - ram. ^
G. RECEIVING STREAM: �� v y .+ �
SOUTIIWE5- PRONG OF SLOCUM CREEK (C;5W;N5N✓)-
��;u
7. y-PProposed 7
OST-GONSTRUGTION STORMWATER MANAGEMENT:
L075,f�RAlNTO ROADWAY, ROADWA FLOWS TO WET DETENTION BASIN. BASIN OUTLETS TO _
PRO*OSED SWALE WHICH TIE5 TO EXISTING OFFSITE DITCH. Proposed
n
n I/
Proposed Se
GENERAL .._ .. r� 32
1. REFER TO 5_CTION C227C FOR EROSION CONTROL SPECIFICATIONS.
�� r 2 EF i - o ose � r � `; t SECTION �293C FOR SEEDING AND MULCHING SPECIFI A`I �-� p a o t ._ utzr
3. WORK INCLUDED IN THESE DRAWINGS IS NOT TO BE COMPLETED PRIOR TO PROJECT PERMIT
DOCUMENTS BEING 05TANED. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER IF v-r Pipe Call Out /
*�
QUES`IOiJS ARISE CONCERNING PERMIT STATUS. _ - - _ _. /
_ /
4. T t CONTRACTOR IS TO SCHEDULE AND HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST L Cali Cu. r v ^)
- .. e'
_ _ - -__ ---- .- t
ONE WEE<. PRIOR TO STARTING CONSTRUCTION !NITH ALL APPUCABLE PARTIES, INCLUDING THE
H -: r F r �,. DIfeGLIOn Of FIOI'� A"^n!N�
DISTURBING A TI -I Y CLEARING, GRUBBING, AND OTHER LAND
ITY OF HAJFLO�K
c. T ,t CONTRACTOR SHALL PER. ORM ALL WORK, CLE
C V N ACCORDANCE WITH THE CAKOLINA EROSION AND SEDIMENT Sto .n pater
CONTROL PLANNING AND DESIGN MANUAL.
G. THE CONTRACTOR SHALL INSTALL APPROVED EROSION AND SEDIMENTATION CONTROL Sro^mwa`_er :rfs .� � •'
r
fAEA5URE5 PRIOR TO CLEARING, GRUBBING, EXCAVATION, FILLING, OR AN" OTHER LAND
DISTURBING ACTIVITY WITH T(-IE EXCEPTION OF Tt105E OPERATIONS NECESSARY TO INSTALL .,
- Lnr t of Dst ell,
e�
MEASURES. of
7. THE CONTRACTOR SHALL SHALL PROVIDE AND INSTALL SILT FENCING AND OTHER EROSION e, �orary Co _ c_tic y
CONTRO_ DEVICES TO CONTROL SOIL ER0510N DURING OFF -SITE UTILITY CONSTRUCTION AB J ��
h
NsED�D. ANY AND ALL DISTURBED AREAS SHALL BE GRADED AND STABILIZED IMMEDIATELY
r
F01 LOWING 'UTILITY INSTALIATIO!vS. -0­0o S!'ore
-- - r 8. FAILURE OF THE CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL '""
DEvICF5 SHALL RESULT IN THE C-C\STRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME AS TemGc�G�i Ctf, Dam _--3 r
THE MEASURES ARE COti5TKUCTED AS APPROVED.
P pe CvLlet ° ,r 0p v �-
C
CONSTRUCTION SEQUENCE
1. INSTALL APPROVED SEDIMENTATION rLND EROSION CONTROL MEASURES AS PROVIDED IN THE -
r -
FLAN OR AS OTHERWISE DIRECTED BY THE ENGINEER.
2. THE CONTRACTOR AND ALL 5JBCONTRACTOR5 SHALL ACCESS THE -SIT'- VIA CONSTRUCTION Proposed Channels J HNC
ENTRANCES AS SHOWN ON -HE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL - ---- -
COX'STRUCTION ENTRANCE DETAIL. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO Whee cha r Ramps G
ENSURE THAT THE TRACKING OF fv1'J7 AND DEBRIS ONTO ADJACENT PAVED ROADWAYS IS -- ---- --- - - -
MINIMIZED, AND 51­-ALL DAILY REMOVE ALL MUD AND SEDIMENTS FROM OFF5ITE PAVEMENTS. GRAPHIC SCALE
3, COMPLETE SITE CLEARING, GRUBBING, AND STRIPPING AS NECESSARY.
4. THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINED IN SUCH A MANNER
AS TO MINIMIZE SOIL EROSION, 51LTATION, OF DRAINAGE CHANNELS, DAMAGE TO EX15]LNG 30 15 0 301
VFGtTAi IOti, AND DAMAGE TO PROPERTY OUTSIDE .,�E LIMITS OF THE WORK AREA.
5. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK DAMS, INSTALL NOTE, Th 5 5CALEAPPLlE,9 FOR T;
CATCH BASINS AND CULVERTS WITH INLET AND OUTLJ_T FKOTECTION, AND INSTALL SEDIMENT 24"X 36"5HEET5 ONLY.
FENCE A5 NEEDED, MAINTAIN DIVERSIONS ALONG TIC,- OF FILL SLOPE DAILY.
G. FIN15;7 THE SLOPES AS SOON A5 ROUGH GRADING 15 COMPLETE. LEAVE THE SURFACE-�--- - r
5LIG-ITLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY. PROJECT REVISIONS i
7 COMPLETE FINAL GRADING FOR ROADS AND STABILILE WITH GRAVEL. NO J S RrPTOti- - i
6. PERMANENTLY VEGETATE AND MULCH. -
�RL.`ASEO FOR TCM7S '�
9. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT - -
VEGETATION ON THE DISTURBED AREAS. 2 AX OCKP BLC Ortt
10, AVY F,LL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH I5 NOT ABLE TO BE 3 C -YOF `A HOCK "LA/Vh'yVt,
GENERATED FROM THE SITE SHL ABE OBTAINED PROP✓? AN APPROPRIATELY PERMITTED 4 OF HOCK On✓A <
30RROW FACILITY.
MAINTENANCE SEQUENCE -- ----- - -
1 . HE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL -
VICE5 SHALL BE THE CONTRACTOR'S SUPERINTENDENT.
2. ALL t<05I0N AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERA?ON FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT, BUT IN NO CASE LESS OWNER DEVELOPS
`HAP ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL 5E MADE IMMEDIATELY TO MAINTAIN ALL SATW'= R, o
PRACTICES AS DESIGNED. f -
3. `EDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE 24 JO ffFr JR F
CAPAC;'TY HAS BEEN APPROXIMATELY SO% FILLED. GRAVEL WILL SE CLEANED OR REPLACED
aVELOGN, NOR rl CAK2LI J 2b` =- i
A HEN THE SYSTEM NO LONGER DRAINS PROPERLY. PHONE: (252, G _52 �
4. SEDIMENT WILL SE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN I` BECOMES ABOUT 6
E ^' BE REPAIRED AS NECESSARY TO CONSULTING ENGINE R
HL LtP AT THE FENCE. THE SEDIMENT FENCE WILL --
,/AiNTAIN A BARRIER. T OMAS ENGINEERING, P A r-C
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
JOHN G.THOMAS.PF #IC /^
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE 0 BOX , N 40 C,; " V
V�N BERN, NORTH �.RO N/=n
VEGETATIVE COVER.
`: (2521 G37-2 i7 SAX
G. PROVIDE A GROUND GONER (TEMPORARY OR PERMANENT) ON EXPOSED�,C SLOPES WITHIN 14 �2 -
CALENDAR DAYS (7 DAYS FOR SLOPES STEEPER THAN 3: 1) FOLLOWING COMPLETION OF ANY LAND SURVEYOR
PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN J' P,'IE5 C. 51MMON5, JiZ. FI _
1 5 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER 15 SHORTER) FOLLOWING 603 WEc� JL= s
COMPLETION OF CONSTRUCTION OK DEVELOPMENT. THIS 51TE DOES NOT HAVE ABOVE i1AV5LOCK, NOh �Z0 5
GROUND 5-OPE5 STEEPER THAN 3: 1, THEREFORE ALL EXPOSED AREAS 5HhLL BE SEEDED u
WITHIN 14 DAYS.
7 30 VEGETATIVE BUFFER TO 5E USED IN LIEU OF SILT FENCE, AS APPLICABLE AND AS SHOWN.
8. WE DETENTION POND TO BE USED AS WET DETENTION 13A51N THROUGH THE DURATION OF FINAL DRAWINt
THE PROJECT. BASIN WILL BE CLEAN OF SEDIMENT AND RESTORED TO DESIGN POND Released for permits on \.. i
CONDITIONS PRIOR TO ENGINEER'S CERTIFICATION AND FINAL USE. "
not released for construct ion.
9. MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION POND FOR
MAINTENANCE/EOEKGENCY.
C
GRADING DRAINAGE, * EROSION CONTROL KEY NOTES !#x�
e A,
GI\E N
DOUBLE CATG BASIN WITH 30" STANDARD WIDTH, FF,AMff AND HOOD ASSEMBLY. 7,FIELD TRANSITION TO ROLLED -TYPE CURB AND GUTTER. �3 O�pOR
..�
2 REFER TO SHEET 9 DETAIL EC5 FOR TYPICAL TEMPORARY HARDWARE CLOTH AND � °(:'
GRAVEL INLET PROTECTION DETAIL - SEAL _ � _ � i I fl`i (' -
3. REFER TO SHEET b DETAIL R7 FORT PICAL AREA DRAIN DETAIL. :z 4
33,
4. REFER -0 SHEET 9 DETAIL EC2 FOR TYPICAL SILT FENCE IN5TALLAT!ON DETAIL. :�
3. SHADED REGIONS DEPICT AREAS WHERE A 30' VEGETATED BUFFER CAN BE
UTILIZED DURING CONSTRUCTION SUCH THAT THE NECESSITY OF INSTALLING SILT f'L,r f i 9 33
FENCE IS MINIMIZED.J��LAN
G. RREEK TO SHEET 12 FOP 5TORMWATER BASIN GRADING, PLANTING, ELEVATION,AN°AREA DETAL°. GRADING DRAINAGE EC: 7, REFER TO SHEET 12 FOR STORMWATER OUTLET STRUCTURE DETAIL.'5 REFER TO SHEET 9 DETAIL EC 9 FOR TYPICAL OUTLET PROTECTION DETAIL. FLAREDp SECTIONS TO BE USED IF INDICATED ON THE PLAN OR. AS DIRECTED BY THESITE IMPI\OVffM NlENGINEER.REFER TO SHEET 9 DETAIL ECG FOR TYPICAL CHANNEL DETAIL. CHANNELSARETO
BE USED WHERE LABELED AS C-# AND 5WALE5 WHERE LABELED 5-#. for
IC. REF-R TO SHEET 9 DETAIL EC3 TO TYPICAL TEMPORARY CHECK DAM INSTALLATION PATRIOT PARK. -1E PROPOSED CHANELL TO EXISTING OFF -SITE DITCH @ EL. = I G.50' +/-.12. REFER TO SHEET 9 DETAIL EC I FOR TEMPORARY CONSTRUCTION DETAIL.
13. REF-_RTO SHEET 9 DETAIL EC 9 FOR TYPICAL OUTLET PROTECTION DETAIL. FLARED TCWN571P #G/CRAVEN COUNTY/NOSSECTIONS NOT TO 3E USED 'WHERE NOT SHOWN ON T HE PLAN OR AS DIRECTED BYTHE ENGINEER. SCALE: 1 ":30' '3;1
!4. EXISTING STORM PIPE TO REMAIN WHERE GRAY SHADED AND LABELED AS EXISTING.
15. PKOP05FD CURB AND GUTTER FLOW DIRECTION ARROWS.
I G. EXISTING STOCKPILE TO BE REMOVED AND/OR REGRADED. PRCJECT #: 201 I-004 SNE�

24.0'
14.01
1+00
FATRI OT CO U (�T
2 -oo
5TAT I O N
3+oo
77�
4HV-I
LEGEND
s�M�� DEscRIPTIo� ��
Prop/ r_y ;cl
r
u:
�• v ro
O' X 70' Sic angle
H Proposed V/ r_ a,It"17
X :
\ y�
JJ ' Proposed Reducer ^ /�
�A
;�G7 w > % "f``.r �• I r'roposea 6rC"aydr�tnne - II v.3
/
t.
70405E ..-.'-PfOpOSBd 2' 1 /ate" Lane i
r
O. 8 AC
� propoeed na o LJne 6 c
40,x
Proposed P/, tCr So, vice i �7
F r ) Y PropO Sc 5-(�'yicc i
r �'V ✓ :.�� - - �X
Proposed Seho—
T
1 _ � _ FS_ Proposed Forc_ aria •. K w
P_ Plpe Call Out
Channo' Cali 'Tut n K
7 >� t
`STREET LIGHT --mmi I Direction of ow Arrows ' r
_ V1
V
M �
torn',Va rf,r ✓'" s
.^_
LPlarr t_ or Tisr_rbance
Tee , 3r�- Co �� � t:o r �
f f 6
�r•r. 1 �- � � r, f �
""--'" _y'' - ►y
�7= -r �.-� ►. n
�craryCu.kdz^�
P'oe Outlet Prot. OR P d E' 4
.�
emd BiccK. - Cra',/eI C r _. 3 -. S ^ r
Proposed Channels a ',rCG
"R\ N/CR Wheelchair Ramps R9
y
GRAPHIC SCALE
O
20 L
i C 0 20 . F-
C, AC NOTE: THIS SCALE APPLIES FOR
24",V36" SHEETS ONLY,
24.0'
co
r0
V
z
20.0' z
O
LLJ
W
I G .0'
3+b9.17 GRAPHIC SCALE (h0R.)
20 10 0 20
GRAPHIC SCALE (VER.)
2 1 0 2
NOTE: THI5 5CALE APPLIE5 P09
24"X 36" 5HEET5 ONLY.
PROJECT REVISIONS
KELEAScD FOR
2 �' OF hAU SOCK Pr3�/C ✓UOK� , � ?. , ,
3 OF AUELOCK ANN;N
4 r • "OFYIA✓FLOCK ORMWA -< : 3 .
OWNEWDEVELOPER_
SAP.^✓ffAR,. -LC
1 24 Jv EI DfoV,
rAVEL^CK. NOK r' CARO 'N
P:ONE: )2 2) G52
CONSULTING ENGINLER
T40MA5 ENGINEERING, P, �51
JOhN G T10P 'f5, PE 41
P_0, BOX 1309 401 - A��-
NFW �EKN, NOKTrCARO IP '7
CFf ICE: (252) G37-2727 FAX 12 _-r,
LAND SURVEYOR
AME5 C. SIMMONS JR. P 992
'03 WE5d BOULEVrd
`IAVFLCCK, NOK r CAKC NN _c=
FIl��AL DRAWINGS
Released forpermits only.
�� not released for construction.
` SEAL �o". �' r S F,\ L
C-438 ¢
ROADWAY PRO•i=i r-
SITE IMPROVff /'Lf•' __5
for
PATRIOT PARK.
TOWNSFIIP #C,/CPAVE:N COUNTY/NCB-r'
SCALE: 1 ":20' DA,� E: — I
PROJECT #: 201 J -004 Sr,- T OC c` 1 3

24. C
2.c
C+00
Pi
---
05eG WAtr
1 -, J
f
1 -
,i
� F n 9' '31
L_L�
J -
�� i
k � 3 20 0 2
I O 0'
' t
� NOTETrrls scALE APPuEs /'o/e
+00
GRAVITY 5EWEK PROFILE
2+00
3+00
STATION (ALONG SEWER GRAVITY MAIN)
4+00
I
24"X 36"SnEET5 ONLK
r
FP,CJECT KtV1510N5 '
,24.0'
1 2.0
4+79.95
GRAPHIC SCALE (NOR.)
20 10 O 20
GRAPHIC SCALE (VER.)
2 1 O 2
NOTE TH15 SCALE APPLIES FOR
24"X 36"5HffT5 ONLY.
4 r
OWNffK/Dff1/ELOPffK
SATE^,TEAR. LLC
124 J05EPh C'r21VL
1AVELCCK, NOPJ- i CAFCD'N-'' 2=;_:
F'10NF: (252; 652-C21
CONSULTING ENGIN"FR
-iOVA5 ENGINEERING. P.
0. BOX 1 302 4C
flcW B AN, NOk--h
0 (252) G37-2727 F:aX::' = -. :. -:44
LAND SURVEYOR
JN°JLS C. SIMMONS, vR.. _ _ ,92 --
"'03 W 6 ''30lJLE :'AF:
dAVELOC�, NOr -�
FINAL DRAWINGS
Released for permits oniv..
not released fonconstruction.
1.
• lG M1 SEAL _ �11FII �pF
u o C 438
�=,;�''�' �,�'' :' •'.. p` it 1.>' �,�,��., <�i�"���
CAg,.'
111 A',
9 8
/!'IL]iSl}ti�l, � .Ill i`Fr '"•'
SEWER PR&FI LE
51TIf IMPKOVffNA �
for
PATKIOT PAP_:<
Tio4� NS SIP #G/CKAVffN COVNTYiNC,:'' : _ ' ��� INL,
{ 11:2
�C�OJCCT 20!-004
i

TYPE '
E
TYFI CAL PAVEM ENT CR055-5ECTION
—
..
C =.. .- L'lCF
2
c. r
'.
C✓�, I rR
2 4'
2411 RO__ED-TYPff
� FOB
lr_S .=.GIII fin\ GL-l�K L:F.
� i r
c
FXPAN5iCN JO NT
_ONGITSDiNA' R'J-T JOI-N''_5
NO ff5
c7a a ' 6 4C a L �'. E 5 SrH a.✓ yS=
L _
L11
3
A _.
DETAIL K5 - ROLLED -TYPE CURB AND GUTTER DETAIL
Of
Ic OF F?
g�
a
_
_0 [, AFC-- AICTH CF ;
P
�FCiICN, 'vC cp _[.v15-
3, w 'AG_'=.� fL'JZ_ 5_ 5 (J.,.f i 4
�Cl
E
"� :K t
Li) t iCx'. __ vl' 5!! AZ 5f_ 0, CK
T C! `,; +4, C-
�FFr T G_T: ID F
T^� �RT rC70,P CAS-IA;C)
%> _O CA � ,
_ FDIC K `C
NOT US1 .:OU-5LE C,4 701 5A5/A/ f N!7
=2 "✓lEr GRA -_f, I-,VOOD 455Ei ,15LYFQ�'
DETAIL RG- TYFI CAL CATCH BA5I N (CB-#)
GR1;pC. A5',�Tl
•.,1ATF_ A_ Y:^J NG
CT , �15
v t V
AgaSC^.rY: u�Srrr� =?ACe
COAL( R:-rF
A&m "C` t75 1-f5r7Ar_ .� Lti .L CTtir
LIK,S (�� J .✓ L-� .�V '� 4. llCl[/ ! 5r,t=
l
ti 1, 'd ".: fLCr"
_,�4 L,;c- -Octi
OF 7 F II
7 3i rr J K_ A v1C5 ? 3
�O i.J F-C Cr
_ r r
AF, IJ �< JF
( rr `, iFCf A _
TF F
7
A _ VS CiL C A F "-0�?,
L. -XT:'K OK DG_
4n C 71r A 2 ✓{c -
J:. -7% 36 _ Z F' y
F Ir C _E3, K v" L) 7 -
_
-or
IV`;JG E,
�kL_E -<LCAST
- rC)pr:
DETAIL K7 - TYPICAL AREA DRAIN (AD-#)
Z,Y''E "F TYFE 113.
rCA11W; Y''=-Cr 6F I F5 TO �•�
L,5LE "v COKD N.: 7C, vkTLCV,'
AK?o',
�PLAPJ
U52 TY'F IF` ff" -G_ GRATE
F.5i 5
AL':v� Rh`�� Y'llTr1 'N7,C�
EF GC JF ',VALL To AL
QK `� FT'CA_ AC,Jusrr-,".ENT
^v^ALL SL_CTION
5�CTICN - E5-5
I 112 IJ 'II` I 2 314" v KA15LD F 0%,V
LABOUR
ARROW i/I0' HIGri
1 3/4J ON 1i
I
2 ' 14" 2 ` 7iB) L.�
TYPE v
'i
T PEG ; 3/1
DETAIL K5 - TYPICAL FRAME, GRATE, 1­100D A55EMBLY
kPAN !ON :oMT
FX':'.A51CY', _JOINT
e 000P BCT FAVP5 LAY EXTEND
oee000°oor °oo°° OUT�IL,_ THL KFTL'R\,
OPPOdP Pa�P °PO ,
OOd PPPO�PP
oeeedaad f
D0 oC ' ✓
e 000ao
P°P°o o°o° -
Pe°e°o
d°oaoe°
Poo°00 ode '
PPa°P.
A
r,+A
� � LEx=ANSION �: T
F-A' E
FR I:_ ffDGff O; 5!DEWA_K
3ACK F_, C` 12 {5,' 33%) 5LOFE.
r3ACiC OF 5 C:E,",'nLK DKOF K QLLiRED FOR AL-
BACK Cr _.I '_r`•:'AL� aKCF FEOUIRED FOR
5'DF'tiVALK
0.101
6
2_
s s
a
s
a
e, 4'
4
3 ,
V'N.
CURB 5'7E'4ALK
Lr v.AT`t
r-LR5 �oF C J 'D ELEVATION
TRAN51 fIGN 3 -� TRAN5ITION
VAFIAB_= 5LC?E5 NCI T;
EXCEED 12
: 1 (8 3� i GJTTEK
LCTIptV A -A
FIDTY STR'P S!DffRALK (4' ST
i.C2 (I'✓IIN) 0,0 i 'V:N?
eo c�� rsro
Fa OcD ;IVI V'. 0.04 'MAX)
er: .
coirF _ C 4vui
C.04 (.ti'OP I C,02 ,'vC-,Vi
. MAX. KAmF
54CTIC`d B-3
DETAIL K9 - TYPICAL
WNEELCNAIR RAMP
NCDOT 5TD
5TOP 5iGN
STOP
3" DIAMETER GALVANIZED STEEL
P05T W/ WATERTIGHT CAP.
�INISINEp
GRADE
CONCRETE
TOOTER
(31000 P5 MIN,)
DETAIL IZ 10 - TYPICAL STOP SIGN
,
�ryl
_ PROJ> CT REVISIONS
C � ilk i/�LOG � � DL
F
a`
i
^,o
OWNEf2/DEVELOPER
SATWEAK, LLC
1 24 J05Ftl DKivE
AVELOCR, NORTH CAKOLINA
PHONE; (252) 652 �;2\ Y�
rr
CONSULTING ENGINEEr, j
T10MA5 ENGINEERING, P.A. �'C-C;
OW N G. THOU'✓ 4.5 KF ',# I O-�' ?''
= .'O. BOX 303 - 4c I rr'O'vv4 L-
bffK� I�CKT_ CAP,O Vn
OF,` C (252) 637-272; FAX' (2
LAND 5URVEY0,2
JAML-5 C. 5NMON5 JR., F'I-c- = a21
-
nv3 �A1E55DOU1 :- . Anl
r1AVELOCK, NOFTrI CA�OLINA
FINAL DRAWINGS 7
ti
Released for permits onlr7,
not released for constructI011
'
1
i,
41—
"(r
SEAL
O
.,s caR G
ri '-,r ittt`'vi Q✓1`'�1'<: , j'� . a � r l
ROADWAY � DRAINAGE D,_--AIL5 r-
51TE IMPROVEM N
for
PATRIOT PARK
TOWNS- r #5/CRAVFN COUNTY/NOK iJ
SCE, _F_-. %.T.S. DATL-:
F'KCJ EC T # : 20 1 'I -004

0' M I N . - - --
— GEOTEXTI FABRIC
—.7,-TI,ON 4" DIV.L ,c�0N TO DIK�CT
LEINCfr- I-KOM R,/1N
TAIL EC 1 - TEMPORARY GRAVEL CCN5TIZUCTION ENTRANCE
II
— „, —/\
I i
- 5F 1
_
D
... F -r
�I SEDv1 N
_ r
TOP 5TKANU
10 GAUGE MIN.
LINE WIFE5 12- W
GAUGE MIN.
50TTOM 5`KAN'D
10 GAUGE M• N.
5':L7 I-F^ CF NOTE5
RE SHAL1_ 5E A MINI`!IU-VI Or 3211 IN WT)TH AND
5-1AL'L HA'VF A VIN Vi,-!V ON G UNE 'v1vIKF5 WITH 1 2':
`� AY SPACING.
2. r L f K FA5KIC -5-1ALL Of 30 IN
',^,'IDTH AND 5HAL� BE i-ASTE'` ED ADEQUATELY TO
"'ALIKE A5 DIKFCT[D 15 ' THE ENGIN=FF.
3. ter'- F05T5 51TALL 5E 5 Ifs I{EIGHT A\D SHALL
O `DEL - r A 5 ENER, ANGLE STIfIt `YPE.
RE rASKIG 51-.ALL 5E A5-FNFD TO IJOOD
NOT _E55 THAN #9 �/IKE S 1 APLE5
DETAIL EC2 - TEMPOKAKSILT FENCE
.. J P AY
DpcI
go C
0
PLAN
NL
w14XI V -1,11 5Lo�'-
> I'
0
5 ECTI O N A -A
DETAIL EC3 - TEMPORARY GRAVEL � KIP-KAP C'�1ECK DAM
A
A
r
FLAN
! _ 3 �_� Or.
-- +=1LTEP BLANKET
SECTION A -A
200-DAL.L FASRIC ;TYF.i
Gad a Q 4
JNDI5TJRgLD 50'L5
°o���Q SHRUB PLANTING ELEVATION
40 0
."'fir, O L'J D ,G
-_ 12 M1
TREE PLANTING ELEVATION
5TAK1 NG PLAN (TREES)
/Von t5:
GOA' nAC, OR 5�0' 'LD EXTr�C:':5£ 4 AF 0 fh,5LiNf AND AA/0 VA %i_AINFD DU :NG "A:1/? LNSTALLk %IONS.
7tip Lti',55N�LL 'i h�L ,.AFr CA!dV 1'j,W ,4L ANDS n'FCK7INAh'C`5APV =)115
C. A-L LAN015CA-TO f n' 4 5 5h,AL L 5. rV J : bRMOL) , :VD ,7q ✓r ^ ;? , O H ✓�, , = U:� FACE Pn O:P C PLAN r !'L'S A LA TON.
DETAIL EC4 -PIPE OUTLET PROTECTION I DETAIL RI I -TREE PLANTING DETAIL
OUTLET TO FLAT AREAS
19-GAUGEAKD'01'A;E CLOTH
'OPENINGS) -
46" MAX -
10'-201- - -
TYPICAL SWALE
DETAIL ECG - TYPICAL 5WALE * ChAN N EL
EROSION CONTROL NOTES SCHEDULES
GENERAL
FE"K ' O SECTION 02270 FOK ER0510N CONTKOL 5PECIFICATION5,
2, = =_ TO SECTION C2330 FOR 5f<EDING AND MULCHING SPECIFICATIONS.
3. `,JORK INCLUDED IN THE5E DRAWINGS IS NOT TO BE COMPLETED PRIOR TO
PROJECT PERMIT DOCUMENT5 BEING OBTAINED. THE CONTRACTOR SHOULD
,JOTIFY THE ENGINEER IF QUESTIONS .AKI5E CONCERNING PERMIT STATUS.
4, CONTRACTOR I5 TO SCHEDULE AND HOLD FKE-CONSTRUCTION CONFERENCE
L,.T _FAST ONE l^JEER PRIOR TO STARTING CON5TRUCTION WITH ALL APPLICABLE
'AKTIES.
5. -""` CONTRACTOR, 5HALL PERFORM ALL WORK, CLEARING, GPU5BING, AND
OTHEK LAND DIS 1 UKBING ACTIVITY IN ACCOKDANCE ',A/fTH THE NORT,- CAROLINA
R05;ON AND 5EDIMENT CONTROL PLANNING AND DESIGN MANUAL.
G. �E CONTRACTOR SHALL INSTALL APPROVED EROSION AND SEDIMENTATION
CONT vOL MIEA5JKE5 FKIOK TO CLEARING, GKU5B'NG, EXCAVATION, FILLING, OR
ANY OTHE`Z -AND D15TUKBING ACTIVITY `J,/ITH THE EXCEPTION OF TNT` SE
O",RATIONS N=CE55ARY TO IN5TAL' MEA5UKE5.
7, TI-` CONTRACTOR SHALL SHALL PROVIDE AND INSTALL SILT FENCING AND OTHEK
ER05ICN CONTROL DEVICES TO CONTROL 501L I'K0510N DURING C1`F-57E
UTILITY CONSTRUCTION A5 NEEDED. ANY AND ALL DISTURBED AREA5 SHALL BE
GRADED AND STABILIZED IMMEDIATELY FOLLOWING UTILITY IN5TALLATION5.
6. F ALLURE OF THE CONTRACTOR TO PKOPERLY INSTALL AND MAINTAIN '�K0510N
CCNTRO_ DEVICE5 5HAL L RESULT IN THE CONSTRUCTION ACTIV7IE5 BEING
-1ALT> D UNTIL SUCH TIME A5 THE MEA5URE5 ARE CONSTRUCTED A5 .APPKCVED.
CONSTRUCTION SEQUENCE
! . N .TALL APPROVED 5EDIVffNTATION AND EROSION CONTROL MEA5URGS AS
PK,,_)VIDED IN TrE PLAN OR A5 OTHERWI5E DIRECTED BY THE ENGINEER.
2, TH= COI\TRACTOK AND ALL 5J5CONTRACTOR5 SHALL ACCE55 THE 51TE VA
CC`STKUCTION EN7KANCE5 AS SHOWN ON THE PLAN AND INSTALLED AS FER
_r'r TEMFORAKY GRAVEL CON5T'KUCTION ENTRANCE DETAIL. THE CONTRACTOR
SHALL TAPE NECE55A,KY ACTION TO ENSURE THAT THE TRACKING OF MUD AND
3E5KI5 ONTO ADJACENT PAVED KOADWAY5 15 MINIMIZED, AND 5HALL DAILY
KEMOVff ALL MUD AND SEDIMENTS FROM OFF51TE FAVEMENT5.
3. CC''',1PLETE 51TE CLEARING, GRUBBING, AND STRIPPING AS NECE55AKY.
4. vVORK AREA SHALL BE G;KADED. SHAPED. AND OTHE:KWI5E DKAINED IN SUCH
A MANNER 45 TO MINIMIZE 501L. ERC510N, 51LTATION, Of DRAINAGE CHANNELS,
DAMAGE TO EXISTING VffGIrTATION, AND DAMAGE TO PROPERTY OUT50E THE
LIMP T S OF THE WOKK AKFA.
5. KO'UGH GRADE SITE, 5-1OCKFILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK
DAMS, IN5TALL CATCH 5A51N5 AND CULVERTS WITH INLET AND OUTLET
FKOTECTION, AND I1\15TA�L SEDIMENT FENCE A5 NEEDED. MAINTAIN DIVIrR510N5
ALJNG TOF OF FILL SLOPE DAILY.
G. - `!511 T-1` 5LOPE5 A5 500N AS ROUGH GRADING 15 COMPLETE. LEAVE THE
G_iKEAC` SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.
7. GDh! F _`T` FINAL GRADING FOR ROADS AND 5TABILIZE WITH GRAVEL.
5. FEKMANENTLY VFGFTATE AND MULCH.
9. A TER SITE IS 5TAI51I D, FEMOVF ALL Tf VFCf,AKY MtA5UKE5 AND INSTALL
FERMAKENT VEGffTATiOi\ ON THE DISTURBED AKEA5.
FILL MATE-�1AL \IECE55ARY TO COMFL>=T` FKOJECT GRADING WHICH 15 NOT
A r�E TO BE GENERATED FROM THE 51TE 5HALL BE OBTAINED FKOM AN
A. "ROFKIATELY Pi KMITTED BORROW FACILITY.
MAA7ENANCE SEQUENCE
i . FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION
CCNTKOL DEVCES SHALL BE THE CONTRACTOK'5 5UFERINTENDENT,
2, A__ EROSION AND 5EDIM`NT CONTROL FKACTICE5 WILL 5E CHECKED FOR
5TA51ITY AND OPEKATION FOLLOWING EVERY RUNOFF PKODUCING KAINI'ALL
``VENT, BUT IN NO CA5E LE55 THAN ONCE EVERY WEEK. ANY NEEDED KEFAIR5
°,'ILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES A5 DESIGNED.
3, SEDIMENT WL'L BE REMOVED FROM THE INLET FROTIrCTION DEVICE5 WEN
5TOKAGE CA'ACITY HAS BEEN AFPKOXIMATfrLY 507o FILLED. GRAVEL WILL BE
C'_EANED OF, KEPLA.CED ',,'VHEN THE 5YSTEM NO LONGEK DKAINS FKOFERLY.
4, 5`DIMf;N T WI,!- 6` REMOVED FKOM BEHIND THE 5EDIMENT FENCE WHEN IT
D'COME5 ABOUT G INC`1t5 DEEP AT THE FENCE. THE 5EDIMENT FENCE WILL BE
KEPA'!KED A5 NECE55AKY TO MAINTAIN A BAKKIEK.
5. ALL SEEDED AKEA5 'ti'VILL 5E F`KTILIZED, RE -SEEDED A5 NECE55ARY, AND
hv1JLCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROU5, DENSE VEG`TATIV` COVER.
G. PROV'D= A GPO;JND COVER (Tf MPORARY OR PERMANENT) ON EXP05ED 5LOPE5
v.-! T H;N 14 CALEND:AK DAY5 (7 DAY5 FOR 5LOFE5 5TEEPER THAN 3: I)
FOLLOWING COMFLFT ION OF ANY PHA5E OF GRADING; AND, A PERMANENT
GKCUND COVER FOK ALL D15TUFBED AREAS \MTHIN 15 WORKING DAY5 OR 90
CALENDAR DAYS (VWICHEVEP2'S SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
7. 30' VEGETATIVE BUFFER TO BE U5ED IN LIEU OF 51LT FENCE, A5 APPLICABLE AND
AS SHOWN.
5. WET DETENTION FOND TO BE USED AS WET DETENTION SA5IN THROUGH THE
DURATION OF THE PROJECT. 13A51N WILL BE CLEAN OF SEDIMENT AND RE5TORED
TO DE51GN POND CONDITIONS PRICK TO ENGIN`ER15 CEKTIFICATION AND FINAL
USE,
9, MECHANICAL PUMF5 TO 5E J5ED TO DRAIN WET DETENTION POND FOP
MA1 NTENANCE/ ff V ERG`NCY.
IJ
ri
L
I
_ PROJECT REVISIONS
NO. DESCRIPTIOfv 7 c
l :PLEASED FDR P:�,�P✓'IT� �'r _ 29. ; ,�
2 L IA L%FL OCR, FZJ5L C � 10 KS
3 r OF �AvELOC,K
4 CO/�r,A�lf_jOC�sro����
II
z: d
CWNER/DEVELOPER ,
5ATWFA�, LL C
1 24 J05EPH DP!Vff
-'AVELCCK, NCKTH CAROLINA b
FHCNE: (252) 6 2 e2U.
CONSULTING I=NGINI=EK
T-10MA5 frNGINfff=KING, F.A. -C
JCHI\ G. T110MAS, L L­1
F.0. 5OX i 303 - 40 !
%VEVVbf RN, NORT CAFO-j l,_
0I n'CL: (252)G37-2727 �tiX. �'252 LAND 5 U RV EYO R
C. SIMMONS..,K ^�
G03 WEDS
-AVE'LOCK, NCi�- C,' rQ_:NA fit
FINAL DRAWING,--)
Released for permits only,
h not released for construction..
`l\LIISSIIIIIf��t
I NE
1,i[ittrf'`.j"Y
SEAL
r' CAR��';
8,3
ERO51ON CONTROL _�C �1L5l
51TE I MPKOVEM ENT_
for
PATKIOT PAIZ�\`
TOWN5r!IF #G/CRAVEN COUNTY/NOK - ?',_:NA
SCALE: N.T.5, DAT`::
FRvJ`L 201 1-004 SHEL —

A
5TORMWATER POND PLAN
GRAPhIC 5CALE
NCG�� 10 5 0 !0
2Q 4
z I ,
r7l
i r Jf
o,LI
A @
01
TO p ` l
•S r
<Q
o \
NlA V POND
IO :'J.5' - -��—. :-- �o.o L.�—�..� �.•AK E5 —.. .-L. Ic,a• lw.� 5.0-'----� �o_� ro
t ` �I r'—a
j r �~ 1 TEMPORARY STCF.AGE EL. 20.00'\/\\
.\
/�, //: ar — — ➢eRnnArdeN�Poo e. a.00
CR055 SECTION "A -All
MAW POND FC ,FRAY
--ios ., --�?i �I r,.c— _asp j s,c— �I—s.c
—rtWOR ARr—
` /' / \/' Z.
/. /
\ \ \ \
,
A A A\ A \ A
\ A "
i.
A \ i.\ \ �\ \ \ A \ A ,A A \ \ �. A \ \ \ A i A A . A, AA \ A \ A� A \. A
CRO55 5ECTION "B-B" - POND LONGITUDINAL
jo
0.
'fur
j r 3>
-X.
A,
-rn
_�
/
VA./ T.�.
no
F_
71
Fn
Ffl
U U U LJ U <
PI _ Sw Ar PI —
,
PI Sw .. - Ar FI ... ......5w Ar.. Fr u�
O
nl __ I i _ :wJ ryr f` I 5w
Ar = Arrowhead (5ac3, ttana Ioncjiloba), PI = Pickerel weed (Pontedena
corada), 5w = Sweet flag (Acoru5 5pp.)
VEGETATIVE 5hELF PLANTING DETAIL (TYP.)
111.5'
10' Veq. Shelf
Perin, fool
Pond Graded Soll �
12" Modified 50,1
SOIL MODEICATION
nVEGETATIVf_SNEL PREPARATION PiAN�ING
I . SOIL PREPARATION - THE CON]TRACTOR 15 TO EXCAVATE BEYOND THE FINISHED GRADE OF
THE VEGtTATIVE 5HELF BY 1 2" IN ORDER TO INSTALL 1211 OF MODIFIED FILL AS INDICATED
BELOW.
2, Tr1E VEGETATIVE SHELF SHALL BE BROUGHT UP TO FINI51­1ED GRADE TIIKOUGIl THE
FLyCEMENT OF 12" OF MODIFIED SOIL. TF115 501L SHALL 8E MODIFIED TO INSURE A 501L
PI; OF APPROXIMATELY G, WITH A MINIMUM OF 1 0% ORGANIC MATTER. OFF5ITE COMPOST
CA'N BE USED TO INCREASE THE ORGANIC MATTER, WHILE ADDITIONAL LIME CAN BE USED
TO INCREASE THE 501L PH.
3. TI-'E CONTRACTOR SHALL 5TRIF AND STORE SITE TOPSOIL PRIOR TO POND GRADING
ACTIV7t5 FOR T1-1' FURP05E OF TOP DRESSING THE POND, AND BACKi ILLING THE
V`SE_ATIVE SHELF.
4, VF�;ETATIVE 5HELF PLANTINGS, A5 INDICATE[) HEREIN, ARE TO BE PLACED WITIH 30 DAY5
01= GRADING ACTIVITIES. SHALLOW WATER PLANTS ARE NOT TO BE INSTALLED BETWEEN
OCTOBI=R I ST AND MARCH 1 5T. IT 15 RECOMMENDED TO INSTALL ALL VEGETATIVE SHELF
PLANTINGS BETWEEN APRIL 1ST AND AUGUST 3 1 5T.
5. SLOW RELEASE FERTILIZER IS TO BE INSTALLED TO EACH PLANT WHILE 5EING INSTALLED.
SLOW RELEASE FERTILIZER SHALL FEED THE PLANTING5 FOR A MINIMUM OF 12 MONTHS.
G. THE OWNER {5 TO IN5L'FZ! THAT THE WET DETENTION BASIN AND VEGETATIVE SHELF IS
MAINTAINED ACCORDING TO THE OPERATION AND MAINTENANCE PROCEDUKE5 ON FILE WITH
NCDENK.
7, FC'R TH~ FIRST TWO YEAK5 AFTER INITIAL PLANTING AND DURING THE OPTIMAL PLANTING
5[:A50N. ALL FLANT5 THAT DID NOT SURVIVE TH)~ INITIAL APPLICATICN SHALL BE REFLAC~D
AID/OR REINSTALLED.
yZ V4A CODING SHALL TAKE ?LACE A5 NECE55AKY 1N ORDER TO r=XP1=L UNDE51RA5LE VEGETATION,
9. AY'i. PLANTINGS AS INDICATED IN ARE LOCALLY AVAILABLE. CONTACT THE ENGINEER FOR
Ft. RCHA5E INFORMATION. CONTAINER 51ZE5 VARY, BUT TYPICALLY A,RE CF DIAMETERS
LE55 THAN 411.
TRA5H RACK WITr
ANTI -VORTEX PLATE TRA5r1
GUARD
51 AP
r5` PVC 5CYI, 4
I - 2q" 5CCM7
$3 ` iNV.1=-. 16.co,
OUT. 'LL. 1 7.75'
45" X 48" ANTI5EEP PLATE
8" PVC TfL g LJI� IN FLAI:GED JOINT
&5TUD�qR SEAL 24" BCCMF'
-II WATER7iGriT 20,
fi101 .. `—CONIC" 5LAI3 EL______
d
2" �. d
FION 2 ° W aCONC.51LA5
12.50'
- I G_0'
OUTLET STRUCTURE DETAIL
N. T.5.
MIN. 4" TYP
T RA5 h RACK DETAIL
N. T. 5
POND VOLUMES
N. T. S.
VOLU M E5
ARFA5
1=levation
f-orebay
Pond
Total
Forebay
Pond
Totaf
ft
ft3
ft� =
ft3
ft2
it
it
Temporary Storage
T iib '.
344G
5373
1 1 825
4599
11528
1 G 1 2 7
Vegetated Shelf To,
18.50
''
2G8G
G992
9G78
I142
3147
4268
Permanent Pool
_
hN
.. 1 880
5594
7474
7G4
2475
3242
Vegetated Shelf Bottom
17,50
1 174
4315
5492
29G4
ISGG8
IGG32
5ottom (top 5edlment)
1 3"50
308
25 1 G
2524
Tota15
1
94&5 1
30,52_I_L
402,59
Percentages
190/o 1
817o
i
PROJECT REVISIONS
NO. DE5CRIPr10N BY DATE
I RELEA5ED FOR PERMIT5 JGT 3,29. 1 1
2 CITY OF IAA I/ELOCK PUBLIC WORKS JGT 10.03. 1 1
3 CITY OF HA XfLOCK PLANNING JGT 1 O. I I . I I
4 LAND GUALITY5ECRON COMMENF5 JGT ' 12. 16.
5 NCDOT DRII/EWAYPERMIT JGT
6 PUMP 5rAT10N/OUTLET STRUCTURE JGT I.20, i 2 W
7 OUTLETSTRUCTURE$ ORIFICE JGr I.30. l,2
O
r�
OWNER/DEVELOPER
LAWRENCE J. BAYER, JR. �
124 J05EPH DRIVE
HAVELOCK, NORTH CAROLINA 25532
f HONE: (252) G52-G2G3 w
CON5ULTING ENGINEER
TI10MA5 ENGINEERING, P.A. (C-0436)
JOHN G. THOMAS, PE (# 1 0407)
P.O. 50X 1 309 - 401 HOWI LL ROAD O
NEW 5ERN, NOKTI CAROLINA 285G3
r
OFFICE: (252) G37-2727 FAX: (252) 63G-2448
LAND 5URVEYOR
NERBERT J. NOBLES, JR:, PL5# L-2403 Q
15G CAMPEN ROAD ^
5AY150RO, NORTH CAROLINA 28515 H
r
NAL DRSleased for permits only,released for construction. �n
V1
H
Il}llllf 7llJl� `,1�}111
I 1
C
r
I
� A
S r ~I
_S ! I
/�,�AG 1 NE J, Q�� 0 J t
\� N,y' !I �j}4SSt1311111 Lj lr
V Y II t 1
I� S S r
ti tt` jr t 0
H SEAL 101 EA_ / h
+o C-438 = �I
fltC�St1\tl-
b
04
rlfl'� �rag[�s3}*',`tl rj�'I I I I1��o 11
5TO RM WATE R Erl I L5
51TE IMPROVEM T5
fO r
I PAT T PARK
K
TOWNSHIP #G/CRAVEN COUNTY/NORTH CAROLINA
SCALE: AS SHOWN DATE: 9.7. 1 1
F'ROJECT #: 201 1 -004 . SHEET: 12 of 13