SW7070207_APPROVED PLANS_20070709

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-77QAL7
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
S%D
YYYYMMDD
I

�+ WATER LINE
BUILDING
--+-B,R,L.--
RESTRICTION
LINE
IJ�JV J.JV.M�V
EDGE OF WOODS
PROP. EXIST.
:�C FIRE HYDRANT
PROP. N EXIST.
A WATER METER
0 ECM - EXISTING
CONCRETE MONUMENT
Q EIR - EXISTING
IRON ROD
A PK - PK. NAIL
0 SIR - SET IRON
ROD
CABLE TV
m10
W POWER POLE
CO TELEPHONE PEDESTAL
EOP - EDGE OF PAVEMENT
PROPOSED
CONDITIONS
NSF/t9D- -- SILT FENCE &
LIMIT OF DISTURBANCE
- SF= _ =
TEMPORARY SILT FENCE
- - - - -15
- -- EXIST. CONTOUR
15
PROPOSED CONTOUR
x 1050
EXISTING SPOT ELEV.
x (10.5)
SPOT ELEV. - 10.5'
PROPOSED DRAINAGE
FLOW ARROW
(
LANDSCAPE TREE
R/V RIGHT OF WAY LEGEND
GENERAL _NOTES,
1) OWNER, RC. MILLER GROUP, LLC - P,O, BOX 51 - AYDLETT, NC 27916
2)-SITE INFORMATION+ ZONE 'VC-2' (VILLAGE COMMERCIAL)
ADDRESSt COLINGWOOD-PHASE I - PARCEL 'RESERVED FOR FUTURE
DEVELOPMENT' COLINGWOOD SUBDIVISION
PIN#: 967306375976 - PARCEL 'RESERVED FOR FUTURE DEVELOPMENT' -
COLINGWOOD
987306374829 - '12,220 SF, OF LOT 14' (AT=FTER RECOMBINATION
OF LOT
EXIST. LOT 14 (REMAINDING 15,000 S.F. OF LOT 14 RESERVED FOR A
PRIVATE RESIDENCE)
PROPERTY AS SHOWN IN SUBDIVISION PLAT OF COLINGWOOD, PREPARED BY
BENCHMARK SURVEYING SERVICES, P.C„ DATE 12-15-1999
3) TOTAL SITE AREA (EXISTING) = 83,177 sf - 1.909 acs
(RECOMBINED AREA) = 12,220 SF - G,280 ac. (LOT 14)
TOTAL AREA = 95,397 sf - 2,190 acs,
4) GRW� j}XyELOPMENTt
IMPERVIOUS COVERAGE
12 UNITS <20'x48') = 11,520 sf
PAVED DRIVEWAYS = 4,740 sf
PAVED 20' WIDE ACCESS ROAD = 10,210 sf
TOTAL IMPERVIOUS COVERAGE = 26,470 sf - 27.7%
5) TOTAL LAND DISTURBING ACTIVITY = 106,1541 sf = 2,437t acs
6) BOUNDARY INFORMATION TAKEN FROM SURVEY BY BENCHMARK SURVEYING
SERVICES, P.C.
7) TOPOGRAPHIC FEATURES SURVEYED BY COASTAL ENGINEERING & SURVEYING,
INC.
8) WETLANDS DELINEATION FOR THE SUBJECT PROPERTY HAS BEEN PREFORMED
05/04/06 BY COASTAL AREA PERMIT ASSISTANCE" AND WETLANDS EXIST IN
AN ISOLATED POCKET OF APPROXIMATELY 1,870 S.F. AS SHOWN HEREON. ON -
SITE DELINEATED WETLANDS SHALL BE FILLED. SEE REPORT BY COASTAL
AREA PERMIT ASSISTANCE FOR ANTICIPATED JURISDICTIONAL WETLANDS IMPACT.
SOIL EROSION & SEDIMENT CONTROL PLAN NOTES:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND
APPROPRIATEGOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO
START OF CONSTRUCTION
ACTIVITIES,
4) INSTALL SILT AND SAND FENCING 2 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES,
6) GRADE SITE ACCORDING TO PLAN
7) ALL EROSION SEDIMENT CONTROL PRACTICES `WILL BE INSPECTED WEEKLY
AND AFTER HEAVYRAINFALL EVENTS, W NFA V NTS. NEEDED REPAIRS ILL BE
MADE
IMMEDIATELY.
8) NO DEBRIS WILL BE BURIED ON THIS SITE.
9) ALL EROSION AND SEDIMENT CONTROL, STORMWATER MANAGEMENT AND
DRAINAGE DESIGN SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA
SEDIMENT AND STORMWATER REGULATIONS AND WITH THE. DARE COUNTY
CODE.
T T AVAILABLE
HE BEST
10> EXISTING UTILITIES ARE IN ACCORDANCE WITH
INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT
r
) THREE DAYS PRIOR 0
V UTILITY COMPANIES (3 EE D THE GOVERNING U ICI
N TH VERIFY UTILITYLOCATIONS I E
R R T V R THE U ICI INODE ❑ EI CONSTRUCTION
FIELD,
11) THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT
ALL EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY AND
ALL DAMAGES DONE TO THEM DUE TO HIS NEGLIGENCE SHALL BE
IMMEDIATELY AND COMPETENTLY REPAIRED AT HIS EXPENSE.
12) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE
PERMITS, INSURANCE, BONDS, ETC. REQUIRED BY LOCAL, STATE AND/ OR
FEDERAL AGENCIES NECESSARY FOR CONSTRUCTION.
13) PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
14.) PROPOSED AREA TO BE DISTURBED IS 106,154 sf = 2.437 acs
15.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN T14IRTV
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR
OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR, I- SEP.30)
THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE
FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT
SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE
ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING
SPECIFICATIONS (SEE PERM, & TEMP, SEEDING SPEC'S THIS SHEET.)
10 IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS
DURING CONSTRUCTION IN ANY LOCATION ON THE PROJECT, ADDITIONAL
SAND OR SILX'FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER
SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SAND AND SILT
FENCE DETAIL THIS SHEET.
17.) SVIL ER13SSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED. PER CONSTRUCTION SCHEDULE:
18.) STORMWATER CONVEYANCE BY SHEET FLOW DESIGN THROUGH GRASS
SWALES
19.) CALL FOR AS -BUILT SURVEY.
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EXIttNGTREELIN'ETOBEREMOVED �s, - --- 25' S :`_�± myo� �_
,BRC8di1t''��.-_`�
POINT OF ANALYSIS TOTAL OFF -SITE PRE -DEVELOPMENT
enNDS h/FjOFYF I _ �- s f�- _ rT9DOS T-DEVELOPMENT AREA STORMWATER DISCHARGE ANALYSIS
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L 1- - 1 z STCRMWATER DISCHARGE )SEE PRE -DEVELOPMENT STORMWATER PLAN)
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a1w 987 63Zda29: I° 1FAR EVENTI 0 GCF6 (1 YEAR EVEN?! 0 024 CFS
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i -/ , I' , p ` 2 -. g . 1�. - AR EVE"!TI D GCFS I-
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RECOMBI ED Tom( a }' O le'
.:< 7.- ,,� • b '<AR EVE 1. 0 = 0 CFS 2., YEAR EVENT I O = 2 58 CFS
_ I. I II o°° o ! - , r' , ,r.>' EXISTING EDGE OF WOOD
` k
LOT#14 T I\�'ti��ly Fa: ya L - i''' \, INFiCAu1
r ' AR EVENT O - 3.16 CFS :50 YEAR EVERT) 0 =3.58 CFS
If L
_ -� ` OQIDPOSE'J RIP -RAP SPILLWAY 'JN
PROPOSED (17 Lx3 Wx2 D) '�, �° - I - r% ;' -- ' � -
GRAVE� YE OCY'h/ DISSIPATION a� -_ I10 _ r.• ^ ,°'!N 2 \�a� \\\ �• _�� .It
�- = J 3 n _ �' !,_7ER FABRIC L'3 A 5 d=1.0'
0W SPREADER ) i& .` STONE;
PROPOSED GRASS FILTER STRIP --.2 ---.. '� 12; - \ I \ 'S `.. \
AND FL P �y
_. ,17' L x 55 W') S..e 207• (9. (9.40) }-(9.60) of l+0 4 Ip fi � BOX 'ROPTOP 8 50OSED NO TION
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PROPOSE') 37 L x 3" W = 2 D � 8', 7PROoCSED I++II <.p 1'�
GRAVEL VELOCITY DISSIPATION- II 3$EGROOM I � < F
AND FLOW SPREADER ` i .pWELt.IN6 a', . _ n ". \•� \ r - \ r -
.'P+ ITF BENCHMARK.,: TYPICAL) _. t,.._,..
ELEV 1000 I i 12t1 .. ( b'\�
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5 ,< - \ `,c♦ "'�7 RIDE GATED EMERGENCY ACCESS FROM COLINGTON ROAD
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B Q !I 1 ISS WAY SHALL BE TURF -MATTING WITH 500/GRA55 SUB -BASE
. 47D/TK - Tr- -=-� -- j-" 1\ L �(P45 `A8i e'S i �� S�1[L BE CONSTRUCTED LIKE TYPICDAL ROADWAY SUB -BASE.
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TREE CH- °Oj T p ' - - l 1
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7_ e '.,',CONCRETE'
O�♦ A�E�`r pQ EMERGENCY FIRE APPARATUS ACCESS
- - " --
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PROPOSP) GRA55 LTER STP.Ir ''1� - _ _ .__ - - '1`�_ "`:i{ '' o._ ({�l sd1r S?. 1'�r�(/G, �.e ♦ -
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PROPOSED
t I +, STANDARDS.
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�- P-RAP PROPOSED EROSION CONTROL MATTING T'
B R 00QPOSED RI s i MANAGEMENT COMMISSION x
,�\ SFILLN(AV GN - -- -1D- _ ` DIDIP
VISION OF WATER QUALITY FILTER FABRIC - _ ---Ib--- --.- -- - -' ❑
L 10'-w=I3 t�: 5 - .•_ __ - .V - Date 7- % p7 a p (6 STONE) PRELIMINARY DELINEATED WETLANDS TO BE CONFIRMED BY A.C.E � -. - _ \ , 20__
PERMIT APPLICATI N IS VNDERWAv �, FVE'JTUALLY WETLANDS WILL B FILLED _ - _ s_ -
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PIN 987306374676 _ -_ - _ .. _ __. _..__.__.____.__.
PIN 987306375628 -•;' •!. T.jf; •.': _ _.. 4 Ih ,:,.i � .. -. '.•' � .. \_ -.r %� .5 t _c_ Z
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PIN 967}063Yj771.- 11p'
DB. 1636, PG. 26 PIN 98730637672a D�1.22. PG. tt ^'---_ r
DB. 0761, PG. 1'S PIN 9B7}06377737
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1) TO AC-1 ✓ ) PROPOSED GRADE ELEVATION ATION SPECIFIED ON PLAN", ALL ;.
IMPORT L BACKFILL. MATERIAL SHALL BE THAT OF CLEAN SANDY
LOAM w C :S FREE OR DEBRIS OR CHEMICAL PELLJTANTS TOP SOILS a. Mt 1
P T I_P \ ^- _ ' a_ AND o ,.I �N nrt.. �.•'�,PF iicR
CAN BE AT FINISH GRACE ELEVATIONS FOR ANDSCAPI-.--.--
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LAN,I K ❑SCS WHICH REQUIRE A RICHER ORCAJT:C SGI'_ TYPE, la,
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ER❑Si❑l i_ _ S`D?MENT C❑NTR❑ MAINTENANCE N❑TES
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1) ERICID T a_-rC�=�-_: -
L. i" CHECK ALL GRADED AREA AND = ^,HERE'' "RT=--3 3> A_. T _ _T i---_ _ .y ROPOSED OVERFLOW
u
F vE'JIATIOP.' ONTROL PRACTICES, ESPECE SUPPORTING EROSION '
ALL / AFTER HEAVY Y 1 s.• 3_. - 13 . 'I g5 YEAR STORM EVEN ELEv .7.3
AND S_ T ` - M / s v.=7s3 ER' SE DIA
1 _ -.-_' ERT. RISER
RAiNFA _S PROMPTLY REMO`✓E ALL SECIM�NT rRO DIVERSIONS AND �i-� / CJR-+ � �T -R � s° YEAR STORM vEN E E � � ✓ YARD GRATE
T ,
OTHER ^A_ - -DISPOSAL PRACTICES. I WASHOUTS OR BR .AkS ❑ CUR, _ -' -_ -_- _ '- - _. _ _ _ _ - + �P-7.45 C P V. N WA _ ' ..� - =7d0
- - IMMEDIATELY PROMPT MAINTEIJANCE �- M
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REPA. Er SMALL ERODED �, 'K - so YEAR STORM [vENT e ; PROpOS_ __ -- - NV OUT=4.7G
AREAS S:F KE T E'r BECOME SIGNIFICANT GULLIES IS AND ESSENT'A' ' E sc YEAR STORM EVE:h LVERFLOw y-- EL v=ese� _- I _ ::2'a Fy' _ Ey GRASS SWAL
PART C At: EFFECTIVE EROSION AND SEDIMENTA-IOfJ CONTRO PLAN. -- _- _-- ELEv_Bse -_ _ _- _ I_ : RIp-RA SPILLwA; zs ,EAR rDRM EVEN. t °70a : - �"-
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) ALL E ._ 1 I AND SEDIMENT CCNTR❑L MAINTENANCE SHALL THE BACKFILL _ _ ✓ ON' FILTER FABRIC } --. LR„s.. IE rc.R - .
1 . - ..Y ._.
c L I LL BE E EL e3. L d
,.,E. _ r MATERIAL. -'-,�' r -•r-:._. .-..- --_. --- - FI EV�= 4C r T T;L. a...� ..- S R:-' ;=2.2% G':a ..-.I.1 ��,
RESPON,.nI_ _-Ty OF THE CONTRACTOR DURING CONSTRUCTION PHASE AND P ! - 8 o YEAR 4 cRL_gvEN . UNDISTURBED
THE PR._'E' OWP:ER THEREAFTER, ,TY I -AL,.. _I ..�-_... ... tc YEAR ORBG'✓ENr _. -- -- _*- __-.__ �: .__ �. .,<� IGRDUND BASE
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1T"
7-
SLOPE /'--''sN 21 CALENDAR GAYS FIOL GW'ING COMPL r N' ANY �.. _ 7 LL,-. ._ K -. 11' �' DISS:PAT._'a AND =LD -
E :O C {.. ; , l �' ,.. „',`q-' -S. ccREFDEF ( !
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PHASE YADiNG; AND A FERMAPiENi GRIUNDCCVEP FOR A,_'_ _ P / 31 ''l..a--
T 1� \ F1 CALENDAR DAYS I. - ... _. - �.«r�_ •'.� 2 YEAR STORM EVENT v:... ..
D:STiJRE-L REAS «ITH_N RKING DAYS GR SO jV.a a r s*e e v[N - e .v=_7.ea_ 3 -
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CON A GI E I c, _ U EC:TE D, I � K MATERIAL ^... '1.5 INCH (o(,Autr MANc,"
AND 'L'•YES'ORED' AREA IS LIMITED TO 17 15 INCH (QUALITY MANG YPiCAU °Es:cN u T
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PROPOSED GRAVEL VELOCITY >„ r � _ .. x> IRy
DISSIPATION AND FLOW;a"` ` - - J
GRAPHIC SCALE SPREADER = - - > �:� - 6 SAFELY FACTOR OF
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( IN FEET ) 6' DEEP LAYER ❑F CLEAN SAN: T V_R, - -'-3 d_RT WATER TABLE 1'=3' VERT
4T BO`TOM ❑F INF'(_TRATiONLLEV '4BLE
1 inch = 30 1t. Cl_" INFILTRAT'�ON BAJI', � ELEv=32t �� SEASONAL RICH. � 1
BASIN WATER TABLE DRY INFILTRATION BASIN ELEv.=3.2t CONTROL OUTLET STRUCTURE
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SECTION A
(PRELIMINARY)
TYPE' _L S.DEYAPD C'317,1I9YA11C'LE r? 1, •
NTS.
GRASS CONVEYANCE SWALES
N T S.
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NOTE: REFEP TO GENERA, STAPLE PA -TERN GUIH FOR CCRREC7 s
STAPLE PATTERN RECO WIENDAT10S FOR S0PE INSTALLATIONS
r' PREPARE S( NBEFORE INSTALLING
BLANKSTS, N,:.UD G
4PPL .TICu ��
- LNE F RT. IT
-R
AND SEED. NOTE: WHEN USMG CELL-O-SEED DO NCT SEEI` PREPARED AREA ]ELL ED MUST BE INSTALLED WTH PAPER SID_ ROAN.
2. BEGIN AT THE•TOP OF THE iLOPE BY ANI;HORING THE BLANKS` IN G' CEEP Y 6' WtDL TRENCH
WKFILL AND CGWACT.T-1 TRENCH AFTER _TAP_,NG.
c
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S 1�" P
... ROLL THE BLANKETS (A.) DOv+N GR ;B.j HORIZO J,ALLY %. R.�S 4- SL �.
4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED W -H A.PPW'XIMA-ELY 2" CwEPLAP.
5, I#NEN BLANKETS MUST BE SPLICED DOWN THE _LOPE, PLACE BLANKETS END OVER :NC (SHINGLE
STYLE) WITH APPROXIMATELY 4" OVERLAP STA?LE II•?0 'GH OVERI.A°P=D AP -_A, APPROXIMt,TEU
12' APART.
• EROSION CONTROL MATTING DETAIL
tJ.T.S,
0.5,-- a
10
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i OMPAC-ED SUB -BASE
2' ',WOE -GUNGE ETF. CUKd & CUTTER- -
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C" I (HCT MI, HJT 1 61D B JMI ICJ = U(NCPF ' -- - '"QP GRASS/SOD TO ROCT)
LASE :.C,1P E
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uF ON : TF
MATFFIAL. 'JHIT•! MAI,Ei IT -;JO '•;E FIAT M_:cT F- :! -ANFD IM• JJATFL.:
STABILIZED CONSTRUCTION- ENTRANCE
AIL
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PLAN VIEW
P Mix_, HCT IAI, BI9JMINOLS ^ON"RET_ PA,-•EMENT TIPS -B'
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A F r ILL
'-ik_ BE TAMPED R. 6" LA'ERS IN 'TR 'rFi AREAS, :.
P. '.-
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WITH P''IC LINES AND USA. SELECT BACKFILL (CLEAN GRA E_, FOR HJPE.
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REQUI
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8" GRADED AGGREGATE BASE COURSE
• PLACED IN. TWO 4" LIFTS.
<J .
NOTE: SUBGRADE SHALL BE PREPARED IN ACCORDANCE TO
N.C. D.C.T. STANDARD SPECIFICATIONS. 4j •!
PAVEMENT SECTI
ON DETAIL
NTS r
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FER_IL_{7.ER :r
I RMAN SILL ET- 1'i L"S
I-S,�i7E ,,� LF.� 10-10-10 Q IOOTi LB/ACRE i.
I
0
L� 0 R .. A T S - G. LE CRf S.R.,W. AVCHuR STRA.
T K JC _,:T A�.rwA_ p" CF A !^'.,'LCH BY T,.CK,NG WITH ASPHALT, NETTING OR. A MULCH
v-..r Rlri., ,Hp A DISK �' l •C'E' S-_T =NCHEIR NG TDCL DISK WITH BI ADF-S SET
AN r • c , HE _
_ '.EARLY
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ED „� I4 U_C
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R. E_ H-wN ' S � _ G� \EkAL RE=-❑M-1_NLA.1 N FR• I' � r. : DA e .IONS _0_ENCt A,1L AMOUNT OF FERTILIZATION
N'T
-.h 7 EE Td:RMIvtJ --'EU H ;ITS SFI.CI IC SOIL Ti.STING
`-iRY TABIL!ZA I A- EROSION CONTROL REQUIRES A COMPLETE `/EGETATI%.E C04R EVEN SMALL
•FE.0 TA';\ ".E= -;,N EXPAND RAPIDLY IF LEFT UNATTENDED, A SINGLE HEAYY RAIN IS OFT
-IF: ` TG I '..FATLY Et _--.FG:. BARE SPOTS, ANI THE LONGER REPAIRS ARE DELAYED THE .MORE COSTLY THEtY
FC"71 FOn' ,ACT'.UN LK-EP SEIAW NT LOSS AND .REPAIR COST DOWN. NEW SEEDLING$ SHOULD BE PROJECT
.NS=r D CREOUENTLY HIVL I _INANCE PERFORMED AS NEEDED, IF RILLS AND OULLES DEVELOP THEY MUST BE q "�
:L.EU R.T-SE�DEC, AND '_'__I A, SFJN AS POSSIBLE. DT\ERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE.
MAINTENANCE REQUMEMEN� EXTEND BEYOND THE SEEDING PHASE.FALAD FILE''
P4
Fl CR DAMAGED SPLITS MCS E_ k'44.4T FERTILIZED; l7 STAND AND RE -SEEDED AS PROMPTLY AS Possl (E.
.-_F\F.T1'._'ZATti)N MAY BE N"-DTI TO VAINTAIN PRODUCTIVE. STANDS.
. ,r%".i'. ,r, ,?as� i.b wa_ {.i,'" tT�;rceP m�,`45., �.,�ar g.sF �,•- ..

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DCLIµEAfE,D WETLA14P FLAG 8 ID NUMBER
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a CHMARI' SURVEYING SERVICES, PC, DATE 12-15-1999.
1 37 '$Pi£'AItCA R 88,177.41 sf - 1.9095 ucs
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THAT WETLANDS ARE PRESENT. SEE
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r MISSOLRI A MORR S PHIL,IP E. G. BROWN ,P. ♦I = 1. '1 `r :.�
SEA HORSE REALTY & , , . '
-
' v e „E. FcCONSTRUCTION. NO 'h' BRCCY. & DE BORAH C. BASHAM ;� JAMES E. CROCkER &
P• P }r5 t -t
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1, CARLOS F. GOMEZ , ERTIF' THAT THIS MAP WAS DRAWN
UNDER MY SUPERVIS10% F43M AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION, THAT THE BOUNDARIES NOT ACTUALLY SCBVEYEI
ARE SHOWN AS BROKEN L:hES PLOTTED FROM INFORMATION FOLND
IN EXISTING RECORDS ANI THAT `HIS MAP \,AS NOT PREPAREITC
BE RECORDED, THE RA-10 IF 'RECISIGN IS 110000+ BY LAT. &
DER, WITNESS MY HANL AND SEAL THIS
9th DAY OF MAY, 2005
L-3241
GRAPHIC SCALE
( IN FEET )
t mch - 30 ft.
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DA'E. SCALE
06/13/i,6 V- :i9'
CHECKED DRA,1N
CFG HM
PROJECT NO
P4 97
CAD FILE
P4 97—WETL AND