SW8980311_APPROVED PLANS_19980126 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 W 9 03
DOC TYPE
CURRENT PERMIT
,❑
L APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
01 26
YYYYMMDD

APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date S F^A(?- 1C{C(140�
Stormweter Permit No.
`%Ya 31 I
b
io
[V
conc.
patio
25'-6"
b living
I space
F-
ro
67'-ir
conc.
porch
2'-8"
I
I garage
I
I
ING
21'-6"
S �F®RMW�IM
E C E 1 V EEEE
UN
NOV 101997 I�l :�i
PROD #
98v 3 1(
5'"
3'-6" ADDITIONAL
FOR SIDE
LOADING GARAGE
TOTAL AREA = 2.520 SQ. FT.
CONCRETE AREA = 721 SQ. FT.
C1

REVISIONS
9
3
r
C
LANDFALL
MITER
CCNDCMMIt-W
I CP0.
•
VICINITY MAP
NTS
U
1�
Ao \\
ATCH EXIST.
GRADE 23.57
6 i \
App�
\Rembroke 1
Condominlums
141
<AM
> / /
✓L447
Condominiums
Pembroke
Condominium � `\
Phase a
C.E3.10/318 \,\ ry�ry \
%".40 TF.FFIL."'
\\\\A \\
Landfall
Cypress Pond \ \\\\�\�is \ \ \ \
PERMANENT P001 FI FV. 17.R11
fl?laas i® m
,. .
'"I\i
t`+
i'
`
.
lx &° r...,^py
CLEARING LIMITS"
ao ° ?nn I 'rllCtitX?r
un
?aYEiff�
z
:. 1oa:
Common
_. h
! 4"PIKE
Area
0.00
� � � o �
• il.ufi
c.c a v e
14"PtraE N 55'01'22" W
,- .. rim-
u.LG o onn 0,00
U.S." io,pwt
~r3StuicC6 ®a6 / S�4w-14
DETENTION POND
TOP OF BANK 20.0
FLOOD POOL 18.4
NORMAL POOL 16.0
BOTTOM 9.0
I ,
"NEM20
\
TE ISEDIM
l..
i3 (Total \®��
(150I Public RAW \ \
SITE PLAN
1" = 30'
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH NEW HANOVER COUNTY
FOR INSTALLATION OF SANITARY SEWER LIFT STATION AND
GRAVITY SEWER, (SEE PERMIT NO. WQ 0005712)
CONTRACTOR SHALL COORDINATE WITH CITY OF WILMINGTON
FOR INSTALLATION OF 6" AND 2" WATER SUPPLY MAIN
AND SERVICES (SEE PERMIT NO. I.D. NO. 91-02712)
2. ALL LOTS SHALL BE GRADED TO DRAIN FROM THE REAR
TOWARDS THE STREET TO DIRECT RUNOFF TO THE POND.
3. ALL ROOF DRAINAGE SHALL BE DIRECTED TO DETENTION POND.
4. NO WETLANDS ON SITE.
MATCH EXISTING`U
GRADE 22.8t
REMOVE EXIST. CURB & GUTTER
f AS NECESSARY AND REPLACE WITH
30" VALLEY CURD ACROSS ENTRANCE.
TIE PROPOSED ASPHALT !N TO
!MATCH TOP OF CURB ELEVATION,
Qro
O �� SANITiPY S ;°i R
-T-STATION
OP TOP \
''2C.
INV. 3.0 `.
i(ry'nq?�AIER �'i
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i
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Ey
i
S E AL17374
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u;
EC END hMWATER
CONTOUR
' EXISTING SPOT ELEVATION
'-' PROPOSED SPOT ELEVATION
4 _. TEMPORARY SILT FENCE
NORAPPIROVEDNA ru
DANAGEMENT COMMIssION
IVISION OF WATER OUAUiy
Date at!.4IZ Igq(7 q,f,
Storm aw pan# pt-2��o
EC'; ,
DECEIVED
1
DATE 06-02-97
JAN 2 6 1998 ._. DESIGN -GT
DRAWN' MLV
PROJ # (O Cv -
F(-�i8o 377
DA'E PRIMMED
JAB! 2 b 1998 s
SHEET I OF 3
9701D

Mr
REVISIONS
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF SITE WORK NOTES
q�T REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
Dateascription
j By
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND CCNDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
'
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
_
LISTED IN SECTION 67-1. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
ALL OFF-S REET PARKING FACILTIES WTH FIVE OR MORE SPACES VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
� ✓" OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
7\0- ACCORDANCE WITH SECTION 67-8. REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
I
i
!
N7.I15Twow TO GRAGC ' p O-A551.2GRb GRAVEL (2) DESIGN CRITERIA: LANDSC/N�INA41 oaCONC. DLOCK � r V FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. RE AND COMPACTION u DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 1
W73'" SCia°CN c E VM
c T rLTeR F
O� AQ.I A) TPARKING LOT PERIMETERS - A LANDSCAPED STRIP 6 11`Y'.OV�D FROM S.� AS�OULD COMPLY WITH GECTECHMCAL REPORT.-iI~
6 AAN. CJA5510R2 (• 7 HE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
IJTIALCACrJ'la jj ---i --'I } EIGHT (e) F� IN WIDTH SHALL BE REQUIRED ALONG EAPTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
/ PI2CA9F ECCCNIIOC TOP Q,/ff 1 j j- j =j !_ ! j III j! =-= ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
WW `SON !L''_ QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. s
L =III- N=-III=\ L =III-III=1=�ATM rLid3'D WATER PROPERTY. THIS LANDSCAPING SHALL CONSIST OF AT A
\ I ItWwATeR oVmmm MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY 8 HE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
5r oNfftS" 0I'C 151rA%Ns 5frol•e ��`L-Ow w/ .DINwNi- EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A PROPERLY PERMITTED FACILITY AS REQUIRED. !
m µANH=NA�CCOOVANiE R.INOmWAR - mm BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH 9 HE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
- - - - - - - - 6" MN. WA.L4iLKTt55 MA7EWIM- r��'N' ,^-,Ti T- ' -1 �'''11 ! 1 11! I'1 I Ii INCLUDED, AS PART o THE BUFFER STRIP. (4/2/ 0) !N ORNALONGfT!ES DURING
OR ,q!GTRUC'!CN. BEFORE COMMENCING ANY EXCAVATIONS !
Q I NMHA��Mc47A- 1T rm4 PApAms- w/5evl.110'e - imm T, NG CONS
f'VG 121f'� ROADWAY HT -OF -WAYS, PUBLIC AREAS OR IN PRIVATE
NII I { rGle4 DII.LSA�I. 12xill IRON rim i J EASEMENTS, THE CONTRACTOR SHALL NO'IFY ALL APPROPRIATE PERSONNEL OF
1- S'nIMCNr 13 PEED A LOT INTERIORS LANDSCAPING
-INTERIOR WITHIN
1 OIRJAM541c.YJNfSCJT.ANf 15CI71MENf L71701'id.ETw/� \ IS DEFINED AS THE LMNDSCAPING REQUIRED WITHIN THE HEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PP,!CR TO EXCAVATING.
5'rm• 116AlrleovDw1K NV2e5Q3CN `- IN.eT PARKING LOT PERIMETERS. INTERIOR LANDSCAPING 10 I,- CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
xli A-PIMAW I PM � T �7 2x4Wasrttn sH�t BE FRONDED EQur� To 8x of niE roTrL nREn To F_CONNECFON AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
"��, NON-91R.KNG QOOIN I P1aC { BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER A'PROPRIATE PERSONNEL.
vEHlcuaR USE of PEDESTRIAN USE. INTERIOR X STING SURVEYING 'LRFORMED BY HOBBS SURVEYING CO., INC. AND SUPPLIED BY THE OWNER
T'� I 511C4TILAl"MICATION a crlcA�icnrON LANDSCAPING SHALL BE r. THE FORM of PLANTING 12 H' CONTRACTOR SHAL!_ FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
�, w �'�gprOypnq.INy�r�pRCbN6 �SAWIHLV �It'll rO�ISLANDS, EITHER SEPARATE OR PRornuDlNc FROM THE -+ CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
-t-�- Ai'PLKAOI.e "m FLAW rLO�W5N?G AFM_r.AMZ AT CUM 1l4ZT�5 VAAI FW AN FER!M= LANDSCAPING. EACH ISLAND SHALL HAVE NO
o°g°oc �rat>DArtoN $„ 40 Ea5 UPAem PRBvrw?y4E55tV%roNnNGNFRONT FEET. (4/2/90) cEACH ISLAND SHALL HAVE NO LESS 3 H.00OOTRACTCR SHALL PROVIDE ANY AND L LAYOUT REQUIRED TO CONSTRUCT k i
;A K1 !" Ov9-"l3LOw GM'IfJILtTY U`NCLe`-J�'•r0 HORIZONTAL DIMENSION OF LESS THAN TWELVE 12 INSTALLATION.
N A
ar 9nzl. re 1S WORK UNLESS O HLRW:SE DIRECTED BY OWNER. j
o THAN ONE PLANTED OR EXISTING TREE PER ISLAND, W'.H '
° ° 4 r\'_'_ PVC UTILITY MAINS SHALL BE INSTAL!_ED WITH A MINIMUM OF 36" COVER V
_ 0°0° o 0 0°0°0 0 °° o°o 0 0 0 0 0 0 0 0°o c O O q. 3p, APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL ' p o o-o_o o_o_o_o 0 0 090_ o_o_o _o_o_o_o_o_o_o_o
! -- O r' A O //y���{ j/J�{�{, {�/�� AWL,{� y BE LOCATE^ MORE THAN ONE HUNDRED AND TWENTY IEEE t\ F'. NA! GRADE I
FI�- - C ' '"" -m �` FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL 5 A I SERVICE CONNECTIONS SHALT_ BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
e" rnlIN�f NTs BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER VT -FRS, TAPS, MA E_RIALS WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY A
6" MxRPM Lr AA0NOI.HWA4.YWr L-A 5Dl.`EUVArDN `. NOTE FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED ^ TH_ CONTRACTOR AND STALL COMPLY WITH ALL REQUIREMENTS. S
D/MSECTON CCXILt•1nEn 15A9e NOT 109/4" I. WW11 CrI'R MAY 112 VIOM AM MAX COICM I"nT LOIlCE YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR 6. P C I �., T
A '- PAVEMENT, BASE AND SLBGRADE SHALL COMFORM TO NCDO, STANDARDS INCLUDING i
t�Ql1KD rGR AANJid,-E540 nP.EP> (�" ,cEr-
v2"CF/P. bo 6"I A'W, ,� 2. CONIRACTCx MAY LM rCCCNTIOC MH LW DAMAGING ADJACENT FENCES OR SCEENS (3/0/88) I 'RAM NCH'P MATER'A'S AND UIPMENT APPROPRIATE B PRICADFS SIGNS LIGHTS
12
srtcn r�NrORcererar
-AGASCIATE.7
�,np /� u�e� rf etf ♦ w� ayy
ATV 11 if/ 71 /11� PAR IY1/11�1=
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1. f A!. M1,15 i • J
No. MH-A2-2F
2. PVVV YDADA
N.7, Ml+- X-2C 01
�. VU.CAJ
NO. VM•64
OR edUN. 21-91/ 4" IDNG - 190 LDS.
COVER - 120 LN55.
I
III l
I
I-
I
1
��
CAST►Y
_I
G.h t70X
NOMiVVACY
& C-OVER
MAX. 45- }L- -
i
�POR t71DH
AV
LONG 5WEEP
O4zr HIM
A5 RE0'D TO MACH GONC, CO.LAR
I
I
ornMUM DEPTH
L _ _ _ _ _
_ J
VNaPDLts SLOPE
45-
1,5X MINIMUM
CONC. CCIIAM
MAIN
�a={
A9�FW.f PAVEMCNf
ip
v A- LQU L. A, _ p
OR OTTER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
MAINTENANCE
n MAINTAIN SAFETY AND TWO WAY TRAFFIC. I
7
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
(1) ALL EXISTING VEGETATION THAT IS USED TO MEET
LANDSCAPING REOLIREMENTs, ALL REQUIRED PLANTED uv!NG
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
MATERIAL, AND A REQUIRED BERMS SHALL BE MANTANED BY THE
OPEF TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE JFE OF
18
CNCRETE STORM DRAINAGE PIPE SHALL BE GLASS III WITH RUBBER GASKETED JOINTS
f
THE DEVELOPMENT. (3/9/88)
4
AC INSTALLED IN ACCORDANCE WITH, MANUFACTURER'S REQUIREMENTS.
_S= WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
_i
(2) ARrIFICIa FENCING SHALL BE MAINTAINED, CLEANED
CHI-ORINATED RUBBER ALKYD, FS TT-P-115 TYPE III, FACTORY MIXED, QUICK DRYING,
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS FOR THE LIFE of THE DEVELOPMENT. SUCH FENCING SHALL
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
;
BE KEPT FREE OF LITTER AND ADVERTISING.
CHT REFLECTING.
j
2n
�CTILR IRON SHAL' BE CLASS 51
�I
Mid `AA'M Att�`.n ` COAV �' FNV-W 4" In" ITNG
MOM, 206 IA5.
CZI&V, 120 LD5. MN. Irl S \\MIT
\ C/c5i' W rLAGL 51CY5. Ir' GC
11
I
COMBIFIATION E1EV.VAA.`5 .;LSII:rs• I•-v •-v !
II MRJIMWN 3 Pl�TOF GOVCR � '�'
5WLL BE MAIWAINM UNLE55 I
IPLI E IRON FM I51151!V. B T � 1* r. A1A
-rrlc,& FAR 51 DRIGIC AAASONKY M T j L riWa TIE 8n >
5VCnON A -A Nf5
^�L m� AW �a iI�ATED Ix4 YN
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t711u1�N510N5
rim 51ze
IPTO1011
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2,-611
p-611
12" f018"
g1-011
41-011
21 N1
IS" TO 24"
8' -01,
6' -0"
V -0"
G.I. BOfC
E
fl
& COVER',
�
MAX 45' 5VI
�
II
OEl AS M0 7
© NIrPLL' M-R GOLNiY
IF MNN ANGLE R80L1I�M1l
A51Z017
A D Sol O Me1ER
MOTE: MINIMUM 3 FEET OF C,OVEIZ
CC, PWTIL IRON PIM I5 U5FP.
5l;G110N -PLUG
PLAN - mw IWIGAL
C� DALKI' - SOL NT5
rl-AN - TES 5eCnON - MINI & M
CONCRIM ��yy /��yy��NI// II/4"la. '
ws t
L�5,11 11 ,
CU. Ff. GRAVEL VANE BOX �'AN
Ov CR. x
220 OR GN-V, MR C vdm - I" x I/ 8" REARING vAl 1000MN WMH
,vNm J a.". ATYA01 fo I-1/ 4" x 1-1/ 4" 111/ 4" GN.VAII ATTACH GN.VANOV WAf
rw E ANGLe PRAkC, MORfOR rRAA+� m Tar A' Gun er 5TIaJGllli6. 7 aon I oven 5MH L DIAMCTER
S oRra <8 A�s4.02o WTI)
ICr OF CAM -ll
20A
Imoor POOL 18h�c
24" VP P
1 MINN,'
I
NORMAL. POq. I6.OJ _
�000 P51 LONG. .4
r 1 NOMI
VROP INLET TO NAVE SAND
TRAP, VWP TOOTING 12" i -
C LEAVE OPENNG A5 SHOWN
2-. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI CST 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR 111
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WELL -BE ---
PAID FOR BY THE CONTRACTOR. 17L
LT, SEE GEOTECHNICAL REPORT NO. _ _, DATED -------, BY -
FOR ADDTIONAL REQUIREMENTS,
CO F!JCTGN SEQUENCE Ci
NO C 'T SLOPE OR TILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR "7
V_RV RUN OF 3 FEET 1, VERTICAL TO 3 HORIZONTAL). L
2 NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED 7 k
hCLUD'NG SIDE SLOPES DURING AND AFTER RETENTION
DTO
j APPLICABLE, CONSTRUCT PROPOSED RETEN ION POND TO ACT AS A SEDIMENT BASIN
' RING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER I k
NCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. # n A
4 F APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM j
NTER'NG STORM DRAIN PIPING.
5 INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
T C M!TED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FEP-CE, CHECK DAMS, ETC.
N TA. AL_ EROSION CONTROL MEASURES AS SOON AS cOSSIBLE AFTER EEGINN,NG
0'NS RUCTION. S
F. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
7 AL_ DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �-- s
OON AS POSSIBLE PUT NO LATER THAN 30 DAYS AFTER DISTURBANCE. {
a VANTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. 1
C. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
10 REMOVE AL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
A'_'_ PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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1 ALLOW OUll 5PALe 1 51""P5 STEM QZ N CR I LP CU..I / 2" C. W/ �/ $" Cll. CLAD t2121VeN ROD
PrE IN P05ff1GN C DY O1FCIt5) �T' '�"Jr,C1'x� _,y �``� �' dui A
cHlVN.vr r 1 .012 eY LGYAi. �RVICE 50 A, IPH, 4`IAI 2.4CN. I '� -�-� rT •s U
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rURMC s) MP1F-WNG UPON r'•;= .n CC NtlTTONS. i 0 I j I
CCJNTIPA4wO& `,ore ,f,%I'?:;".:�INATc W - -� 7
TIC WCEPT.15 AI ON 5M Or POWL'R PA1.C7. eNO1N[xR TO Ge•rfPk AvE: I-- - - i" n
Ok A5 WCO, All W/ WAVE PiZC'CP COVI ACT AL PAVEMENT...G, Oh'. - _ �•�` � r I`� 7•+ z a
g,1 DNA, rRaVlve SEAL. -OPT r!T'TiNGS ON A.I. CONGER'S 0 z
'�- TAM CONNECTING rO LIFT 5rA-css rL�r1( 4° ^ rH .-H INPI.LehK {-�`� it L•` .: ' �� F £� � ' Ind � � CS CA __
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NATCN, 5Y5T. VLFLEXER, 5rACdZR S Al VIS.W. FYG•1 NT5 - _ I I N 1
50"X40" W/ WATM A -,ARM & 90 cry A.VVL Z A:. M, HCf N , s' - W 1 ,
DA-C.D NC`Mi 1He CONTRACTOP 5 k_' VrI'YAVAA.AL'F,E
Op AeFRCVEv rov"m VA_TACE, ETC. Pf21OK TO 007rrdNG 9' - 9' S'fONL� RCf10N A -A p ^' ,3
eal.1AL 180A, 4" rvC ecrJrA4eNr & A -1115r CPZL715 A5 raoo,w/ eNG _ LCJ p..
W/ GN_V. 5C)�EN APPROVAL. A-L WOM PCR CL�NI- WZ.NOTES;
�.� VCRrV W411H AMT:NpR & L1TY-tTY rcK' I°i-EC. 50112LE. 1 /4�' /FT 1/4"/FT
� 1. 5Lr 717M WILL EE CON5fI=TI!n FIII \
51." 5ELONVLY.
\ - 2. SILT TZW FEICWr000ffCM OP SPILLWAY to t
VENT, 7 ALARM IA2ir. MAY ROrATe 90d IINCWh NTS V.2L t NO LE55 THANTWO FEET. C�I
er„
CONn20l. PAt L.NCMA $X 5. 5PLLWAY I�PTH 5 HALL. 5E ON° FOOT.
HnrcH�1 contnLiresO 6' ABC 4 9
6" MIN fiN.C1.E W15P21tf,14`.AVY nurY, FiC'1' Pr GN_V. 4. 5!OPE FACP SIHDIln BE NO LB551HMN 6 INC}ES C`.1 i . ,I z. i
?OPMe,�0"C7J2Y, 12" J"A: CCTV-. VNCo", ' /2' NCCOT 1-2 ASPHALT x YFPnM TIE FAce
EL�.5 1 5. SUMP 12U/EN5CN5 5Hasn ALLCN roe A MINIMILM Or
Il _ BRAGe AS 124'.aD, Naf 1 1 t^ Ti t 000 C. C� 5e"k*UT ST'ORACE.
RAL SAS. -�I TO BYLeeD 6' TYPICAL INVEF-7 "© CROWS; 6. ram,,,,IWNI2 q�N 5U AS .'.EGF Cfin M�
I I I I / 2" 0f VN.VE OR LL2 C CROSS L S S S F�;v l LJ 7, REMOVAL, Cr 5Lr Tr W WLL FTC DOPE IN 5t C AWAY
2"A 1/ 2 OP R5)t- . Lrr OJr A5 TO LIMIT 5LTF&n0N.
FLOOD POOL 18.4 a 12 O.C. RE R CQ . 5v MYER5 NTS ,per
5 Nj iI Fly i MAPO /Zi 5Lmr i 3 .A M
N{5
�i '� I I/ 2" r.M, SCE SFff. Q
rUhW DNS, rca CONiTNLIAfON
NORWII_11 1610 eL 1 g a lI 1 11/2" 1"
3 1 `I} -<2), 11/2" GAIt VIAL
15_O 2
'h III 4' -0" VIA SPAY-R1CII
6 j MAIN °OOl eL 9.5 n : i t �„ p I Td C,&r we•r 1A.eL1.
INN. 16.0 N��A-- w/ SPILLWAY I eL
�•��P��''r
14 •' •, 6„ CAM VALW 5 ( QYJ I '' 41„OI,�-I, I' II�--0„ '� 1 L4 1 VYI 6✓`I..
NT'5
�I 3
EMBMKMENf
-��5' Q•;yESSiQi;
S E A L _
-1
17374 .T
��/ •. ...........
DATE 06-02-97
DESIGN PGT
DRAWN Ml
U-AJGYIOR : �1 'yJ S'SSEM
DOLE eNn ARO" HN7RANT - - - 61 %Cf10N �L- ( 2). MYER5 WCL20, 2.0 Fr, S.7s"
BOOTA5 9HOMJ. n�4'.Q' r -. ® N.NZM LeVEL IMPCU.BR, "510 RAM }
/' y(��2� 1
DATA i p? al)
JAN 2 6 1998 SHEET 3 OF 3
I
i 9703

yti / 0
CLEAN BACKFILL
STONE
ssiold16
10N / i PP \\
` 5P► oo I / / /
^ 5 N � / /
11 4(
/ \ UNDISTURBED
Z $ U RIG f QVE /^a \ I / / / / }16.87 SOIL (TYP)
r P 0 0 / / ,/ / POND TdPO BY \�,
e s j0 E ,54 / //' HOBBS SURVEYING I / ? Q 4
A5 E L o II AIN, F i0
5( sf J 4 AS \ i/ %/� +16.74 j j j INFILTRATION TRENCH DETAIL
SA
1 q` Ar ,SLAB FfE 28
EXISTING PONDNO. I
NORMAL POOL ELEV. 22.3
/ m 4STjI�G /
TQBEFILLEQ/ / 1 /� / it
' \ FFE i P INV OUT I l /
a p N - , //, ,- 20.8 / 1 / / OUTLET INLET 20 LF SOLID
a 9 FFE27' ///, DI �� F�//// {16,83 ! / // PIPE PIPE PLASTIC PIPE
i ^f�2 /E 1\ Zh 0�,. ' //, RIM25.4. , g\\� /
Q�O►ihay // s✓�S -� '' Pol-
00 //l•/i1 Pr �� / % CONTRACTOR SHALL REMOV
=° "'� WO ^ / Tf�j' / _ - / / !/ AND REPLACE SOD USIN / �/ 2 PERF
01 254 / !lIii'/ 1 o CPP
upN*ihm0 c� / / x //j N o / ACCEPTED H0RTICULT `4L/� �// 0
2li 1N'AO ESE 1 / - SLA /II p° ' IRRIGATION ON POTS / /� /// T \�
u �i O� 2 SEDIMENT
024i2IPES
4jC1 r , ./� '� - ` ~ e FFE 27-Q 26.3 - x/ `liSo I �Q S \ 1\\ �.N EXIST IN THES �EAB _ - SUMP
1 ~ /
u / 263 FFE _-- - A OUTLET EL V 23.3 i o
t„ + 7 0 i p - ? / v
26 i J � 12 26 / INV IN 20.0-`�- - - _ •
.r
\ INFILTRATION BOX DETAIL
bltsG
3
d . FFE 2� Hj / / - --- -_ FFE 2801y
BESfi / // - - - - _ _ - - _RE 28.OuLftp
_ 51s e
T
_
I � .
a I I 2 Of r F 28.0` 2F r: 26 5 2
24 I / �. �� 25.5' SI.A9 LA`8, FFE28.0" v
26.5g
i_
FFI^ 28 O; 26 N I
NOTE: UNITS SHALL HAVE GUTTERS AND t \ /� // ' W •,•
DOWNSPOUTS WHERE REQUIRED TO
DIRECT ROOF RUNOFF TO DETENTION PONDS.
42 LF 12"RCP FFE 24 / (fi / / �// 1P THE CONTRACTOR SHALL BE AWARE THAT
FFE \ P
SLAB a 0 °/® / / // i�/ / 6011,
0 MUCH OF THE STORM DRAINAGE SYSTEM
I M 25.75 25. 3 \
� CONDITION.'
BE IN A PERMANENTLY FLOODED
! vh f ^ O F 26.5' FF l ti RIM 25. SLAB ,` / / ///// DIIBE • A OR THIS REASON, SPECIAL CARE
a /S, 01 26. r` I �y /j // / SHALLTAKEN TO SEAL ALL JOINTS
IN ACCORDANCE WITH DETAILS AND
��\ RIM 25cSPECS.
/ m10� FE P \� \ III 1 I . ,0 /4, y/`-///
f N s 26
PA6P0 E6,
NO.? 23 24 T
NORMAL POOL ELEV. /
I I ^ / �I►N FF ,2e`u Y; ` 22.0 }Ep( I 17- /r
I AB I \\ \ I ! / .r6 38 LF 12"RCP a 0. '/I RIM 5.F
I I) 24,7 5 n' I �\ BOTTOM ELEV 17.C1 / P ¢
IiII IIj IIi i JMH~/ / .
I INV OUT \sPOND] 20.75'
RIM 25.7 4LAS fHSE / rf R 8
122RC 25 OOOF
a 35 5. 0 A` • 2s %��� / /
1 /
\�a}� \ \��-�J�1�'? I / eF. \ 20. i °y ado,80�,`F 27.
25
1 / I9 \ FF : 26.0` �),A 1 / • \ �.,+ Ay 4
2
(\ /� Illll\ ( I" \ / , 80 LF I2' CPP
EXISTING DIT 1\ INV pUr \ I \ 25 �' JMH \ a° PERFORATED IN
I + / TO BE FILLED 20.5' \del° 2 / �
\ \ \ \ I 17 ���ay RIM 26.3 6 X 3' STONE BED
/ SlAB \ h`' O. - SEE DETAILS
25 - 4 FFE 2 0' �\ !: b� F'FE 270�P p / 2
�: .. ... � -,\� "• \ \ /- �,, O� /
25.0 b 6' S
I 1 _ 2) / \\ \ )� 18 ?'. - - - p r 20 LF 12" RCP a 0.6 %
1 b / 24 \ \\\� \ r' FFE 27.0 - _ `� �o ' DI RIM 22.5'
I 25 5 08 L` I INV OUT\ 1 I W NM 25.75' + 20.0' �� \ \pO CONSTRUCTION
2�
I �-- 52 LF Id, 24.5 a I. ° \ 4 _� r �\ �8e 2 ENTRANCE
RIM 2 i v23
I
••UTLET \ \ \\ \ \ \ P• l24.5``V-28 oLF «12'P2CP Q.1%ss r
c I v{ c�; 23 \ \M EVE2 t' \1 �a 25 6 25 24 - N �_��� \ A 5. e
W Q p FFE 26,17' INV UT IF FFE 26b \ ` RIM 2�4. 0) a
20 23 _ A� RIM 22.5"
I I" -_ - --
_ 61�C / ,A PO "-, - 3e ti 3 o .
Q0 ~ o \C FFE B8 0'P0 5 \ k \ `� N t n. .z ,,._25 O' �5r0- _ _ _ Z,� t REV. NO. DESCRIPTION D TE
I~ 6 , " 1�0 P3 4 � 2� / x' \S� \\\ \ � FFE 265'ti - Ct' -1pe`_ b 4 3EVISI0NS
o `W "',:FFE 26.1T / 2! ., DI ~ w L I - - - -- W �6 y 5 z r
W ' o / ���\ \\ \ J�7 /
SLAB - 1--, '- F-F£ 26.5' FFE 26,E - r Dote
W ° FFE 26,0' RIM 24 DI "25.b3 / - JULY 1991
55 / o a 25.0' \\ el \� RIM 24.5 // -Q FFE 26.5 - -
k °Ri. RIM 24. 24.9 �/ 1 ,Oyg \ k / �� � (I)GRADINGCONTRACT GRADING PLAN sc°ie.
I / / 3 SHALL ADJUST EX. 1=40
/ P `
,/ / FFE 2 5' lc ' - -+ MH RIM TO 0.2 ! Draw°
W M c \ Lp�, : / OF FINISHED GRADE.
IL SL11 B '/ 5. \ LLi�n TEMP ,� �\ I t " Seck WS
--28.33 � ! 250 "2 b�/ � / /�'� SILt fENC--. �[ � ) PAVING CONTRACTOR ,.�`' 'o
/ ? / \ x. Q\H �:A R�)/�,,' Blair Properties Inc. chat"
s M25.0/ / // I FINISHED GRADE �''oscss/�,,'�-? P.O. Box 468 sKc
2 / \ FFE 26.5'
I4� 1 \ O / � • \\ \ SHALL ADJUSTE. .�`ry� ��.I•.p � I I AUGRU� I 1991
/ � MH RIM TO O.0'
13 2 AIrIIe Road a°;ec1 No
S
l25fiq Wrightsville
91tSV11 eeat
,NC 28480 U E
°
E � �" „� x'� __"" ._-®e"-'- s-�3_-.. /. "�: _I. ;� / �aiN ��� '�. ^-� Shoat-N°'
G> - /' ) c' �W HANOVER COUNTY
_ _, r
\� IN It..�../ NORTH CAR A
.3
W OLIN
MATCH SHEET 4
zs. ., . , W TER ANa SEWER DISTRICT _��
MATCH SHEET 4 -
DI
;I
e
THIS DRAWING NOT RELEASED FOR CONSTRUCTION

v
0
00 S/
CONTRACTOR 'TO F
VERIFY NEW IIQV EL.
OF 48" CMP ;
VERIFY EXISTING
GRADES FOR H£IGH1
OF BOX
ORIGINAL
INV EL. 12.981
JI '
a a 1 k8' GMP
MATCH SHEET 3
I I
I
' ✓,
I I rs-r .2?6.67� i
I
/ A FFE
I I % • ��, �r 26 6 rf SLAB 25.,
o ' % FES INV / 21
/ 1910 22
-MATCH-SHEET 3
48 x 48 JUNgTIbN BOX
INV IN
INV OUT/16'.2
6.5 j . DrRI vv _r'
5.
M`�
25
SLAB I
25.33_ FFE 260 J I
Zl�
/ I
FFE
22 8
/ FFE 26.0' �'
/ O QB F 2" I4CP 2 .O' RIM122.0_ ` . 21
/ / I 0.4
/ / \ SLAB 47 / /' 1ti� 0
2 67' FFE 23.33' / X / i e / 55
th
SLAB
22a7 ZXISTING CYPRESS POND
A.
WATER SURFACE ELEV. 18.3'
1 b {
--_
22 45
i
!L
I ! AB
I ^eZ 67' ICE 23.33' \ /f /
`
�6 '�� DILO
54 .> F U /421M 21.5' A° I� g 5 20 0
T. I/ K AA h
p M 85 LF 36" RCP a 0.14 ° 21 / / e0
---- 48x48 ro o
4rCIN
JN BOX JUNCTION BOX ���INV IN 14.0 , SLAB IT 3, I a 21 67, 44l 1 P- _ 00
INV OUT / —
1 / FFE 22\5' - 1 �55 / r h
c) , O
f A.2, RIM 20.5'
I r FFE 215
{ SLAB' Ln� �n SL B \ / 7���
s -__21.67'
� T
SLAB^ SL >` , ,
FFE 22`6'
I I STEWATER
PYMP STATION 21
I j
` a / / NOTE: ROUTE CHA N�LAROUND PROPOSED POND NO.3
_ R1M x SSCF 4e s /� USING CHAt L DETAIL SHOWN BELOW
20 0 15 R 22.5
CHANNEL DETAIL
I I II I SL48 kAB
I 381, - 206' 20.67/bjs/e //
4 / / / J PROPOSED POND
�S INV OUF -1 / NO. 3
I {pT I FFE 2t.33 \� 39 40 \ 16.53'
I IIIIT` EE2133 FFE2I33 13
OUTLET ELEV 19.0'
NEW 5 x4' INV OUT 17.0
CONCRETE JUNCTI_ 24"FES
- - - - -
BQ7k
.H
/ 48LFES-------- _ -- ---- 3z ` �NF<W CHANNEL N6M�L2,PQOL'
SEEDifAIL EL V. 18.0 .
BOTTOM ELEV. Ia.O
P
01{ AO
z �� 09
1
\I1 1 .25'
SOD W/ BERMUDAGRASS
I'ol
REV. MD. DESMImd D TE
REVI!IONS
0e `\
GRADING PLAN
Blair Properties Inc.
P.O. Box 468
1322 Airlle Road
Wrightsville Beach , NC 28480
NEW HANOVER COUNTY
NORTH tAROLINA
WATER AND SEWER DISTRICT J
Doge
DULY 1991
Scole
1" - 40
D,o .+:
SKC / WSG
Cheche0
SKC
Project No
SneeI No:
4
Of 10
PHIS DRAWING NOT RELEASED FOR CONSTRUCTION