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VICINITY MAP
CATAWBA, NC
CIVIL ENGINEER
GES Group, Inc.
DAVID LUTZ, NC PE #032866
274 N. Hwy. 16, Suite 300
Denver, NC 28037
Ph: 704.489.1500
Fax: [phone]
OWNER
CRESCENT RESOURCES, INC. ~ ,
COWANS FORD DEVELOPMENT
Catawba County, North Carolina
PROPERTY ADDRESS ~
C?-~~
HWY 70 CATAWBA, CATAWBA COUNTY
NORTH CAROLINA, 28609 ..~.w
~ ~ SFALr
UTILITY COMPANIES
Electric: t ``1~~1~H N~1i~i
DUKE Power
o¢ • ~SS~~ ~1~~i
Contact: Customer service ' ~ SEAI»
Ph: 704.871.8945 3aas
www.dukepower.com -'~^`~~~x ~~!LL!((~~~~.:
Net~~~aag: PROJECT DATA t~~,:,:;~:. ~~.::,z 4 8 y ~ ~fr~4% iii
Piedmont Natural Gas v~' 0~~
Contact: Customer service
Ph: 828.322.1613 PROJECT DATA:
~ ~ ~ JAN 2~~9
Phone: 1. OWNER: CRESCENT RESOURCES, INC. 4. LOT SIZE: 71.83 AC p`
BellSouth COWANS FORD DEVELOPMENT 5. EXISTING USE: VACANT
Contact_ Customer service Q, SITE ADDRESS: B. PROPOSED USES Pl1HLIC MARINA E Yo DRAWING INDEX .T~~~sA~~~s7~eu„~~~~~~~,~~~
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rn: i .tsau.uzo.ouuu NC HWY 70 NORTH CAROLINA '
www.belisouth.com . CATAWBA, NC 28609 C E S GROUP, I N C . O 274 N. Hwv. 16, SUITE 300
ONE-CALL CENTER INC. Cl COVER SHEET
s Water/Sewer: 3. PARCEL I.D.: PID#378219612825 DENVER, NO 28037 1-800-632-4949 C2 SITE PLAN PROJECT No. 5232.0108CD
Private well and septic
ISSUED FOR REVIEW 07/2812008
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• sFAC;
REQUIRED FACILITY REQUIRED SIZE I COUNT
D.P.CO, • IGHTS IGHTING TO BE LOW PRESSURE SODIUM L , 1. PIER L RE BATHROOM 1 TO 500 SQ. FT. GLAr 5,000 SQ. FT. 10 _ . D.P.CO, MO .(F) _Nr°r,...n..,,r~:,kJn~.,~•',,,,.. ..><'k,...~^~ ``,`K~y~~~o~rl
' STO 1 #58 P ' SO AS TO NOT SHINE DIRECTLY ACROSS THE #58 P-1 ,f•~,_~~,r~~....~^....~~....:.,w..~, ~v.~.^...~'~...,~^~,. ; •551. C,/f,~t
t ARRANGED ' 1 TO 4000 SQ. FT. G!A 72 000 SQ. FT. 18 N 722, RIVER. DRY STORAGE N 722 6 0.21 a
E 1,38E E 1,386,289.$9' •'~...J~w~..•~..~.f~~...:J~..~,~,„~rf"~,..~,~.J~'~~,~.J~ry..~ TO STATESVILLE ~ ' ~44 1;AL ~~'r~'
WET STORAGE 0.25 SPACES PER SLIP 187 SLIPS. 47 E PROVIDED BY PROPOSED WELL, UNTIL
2. WATER TO B TOTAL 75 GUY ~ ' W ~~,~;c~N~;~•`
CITY WATER IS EXTENDED. ,Iw ° " ~9 , ' BR{DGE 60 R/ ,
5 58 S~ ' 527.69 27.69' - ~ `~Q~iuiii\~~`~
' MPOUT TO BE HELD IN STORAGE TANK, TANKS TO BE ,g9 3. PU KIN 3A~' • ' ~ ~ PROVIDED PAR G Cr m ~~00° BUFFER
E ESSARY ~ 8510 51 PUMPED AND HAULED AS N C N 5°17 31 E° N8 ,N85.10'S1~ q
UNTIL CITY SEWER EXTENDED.
270. TAIL ' •STANDARD SPACES 122 ,CO' RE D.P DUKE ENERG CORP• REV1StONS
BUOYANT WITH THE USE OF II 4. FLOATING PIERS TO BE R W,) HC SPACES 4 30 . ~ PROJECT B NDARY N0; tS5UE: DATE;
B OYANT FOAM ENCAPSULATED IN PLASTIC. . U W CAR 1 TRAILER 63 \ .ti„r„rry,,, ~rrnyry h„r wED AREA•~ •`w,.N''~ti.~r'r'
~ - r f-- \
L CTORS A MINIMUM a, PIERS SHALL HAVE TWO WHI`fE REF E " e-
CONTOUR ON EACH _ ~ OF SIX INCHES ABOVE THE 7Ei0 FOOT _ _ ~y
ER OF TWE PIER IN THE WATER, LA---' PUMP OUT FURTHERMOST CORN N ~ ~ d" N ~ ~ HOLDINGTANK ! STORE ~ ..,..r'w" t z g KECO 3TATIONAfZY ~r"+. 5,400 SQ. FT. SERIES PUMP,OUTM ~ 3 4 5 8 ~ ; aw,~„r~y,W
REFLECTING LIGHT PARALLEL TQ THE SHORE IN EACH ° ~ \
DIRECTION AND ALSD DIRECTLY ACROSS THE WATER. SODS , . , ! 'rte ~maor.+ xenaaaw
~D ~ 11 • ~ \ 500'tRIVERWIDTH 0' 5d 100' 200'
~I Ei" WHITE REFLECTORS SHALL ALSO BE PLACED AT , . ~f ~ s r 7 8 9 1 i t 3 4 5 1 7• ~^»~"'J~«•'~ ,.•J' ~ I I I
ET SIX INCHES ' • INTERVALS OF NOT MORE THAN 15 FE I I i 1 ~ ~ a t 2t z .,."~..,~'"w.,„,~r1,„N,r SCALE IN FEET
II I ABOVE THE WATER, ON EACH SIDE OF THE PIER PR~'OSED PROPERTY ~ T~YajES _ ioo'
OUTERMOST EXTENSION, EXTENDING I I ' I BEGINNING AT ITS ~ LINE / J~ I 160'
it BACK TO THE SHORE. i I
I II ( I ",.,..fir' ~ ^'•'w.f"~,.w.••~•"'1.4~'b 50'BUFFER 3
II I • 7. TOP OF RAMP AND PARKING SHALL BE GRADED AWAY I 1 ~ « •
' I i FROM SHORELINE. I
N48° 16' 35.71'°W 1 I . I I ~ O w...~'w".r 'y,•.J•'y...s LEASEDAREA
139.94 I I
,I I, i I N Q~ 5 a, " F
I 11 773' CONTOUR I ~ 'ta'6~ ~`'"'/y`" a ~ m
I 1\ II 1 (FLOODPLAIN LOCAl10N) I ~1 ~ r., Q, N FIELD LOCATED I y..,,„r/,,,.,,. ti,,,,J.
I I 1 1\
I I 11 uv Q .
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II
I I • II 11 ` 7 a 9t t ' ',yq y`~ry~...'°, 1215FL1TURE I I p ~ COAONERCIALMARINA . W
11 11 . I ~ SHORELINE to Z ' i ,.,.,,r"`,...~t+'ti..,,~''•ti~.,.'"; ~~~.rr',,,.d•ry ,fw,„,.~ h~,~''.~ CLASSIFICATION ~~1 ~ Z
I ,1 I
• II 11 • I 1 t 1
RIPRAP ENTIRE LENGTH OF CONCRETE BOAT RAMP TO TOP ORBACKSLOPE I I ~ 11 I 10 WO DS II I ~ r~ o s~ o o r ~`"~~~`~''t+~'~~`' C1 N 0
I"'''^ ooao.. ~ NOTE; '
' 1 ! ROA 1 I it II I r~•„,• ~ , ~ ' ~ ~ ' ' P. M.,,,, ~ RIP•RAP SHORELINE STABILIZATION SHALL UTILIZE ' w. RIPRAP SHORELINE STABILIZATIf)N ~ ~ '
1\ " ~ ? II CLASS "B" OR LARGER RIP•RAP WITH FILTERCLOTH
12" RIPRAP 4'a'' ~ , 1S'A SINGLE RAMP 4,0 1 1 I ?r 12" RIPRAP (I I ,j w,~,,r y~,r^w"r..~'w,~d'tiu,~''ti._ AND / OR LIVE ST G PLAN OR OTHE h+` ~ , , ;.9 I AKIN. , TING, R
B"BEDDING #4 BARS 1'-4" C.C. BOTH WAYS (CHOKED) 1 1 / / I I ' OJ n ~ m n ~ Gti O FORM OF BIOENGINEERING WITHIN RIP•RAP +k~ ~i SWALKWAY I I (~J ~ ~ ^ ~ .i
" C. BOAT RAMP W/ 6"BEDDING 1 1 / I I ' 12" RIPRAP g CON _ _
CHOKED`` 8 t I ( 1 .,b~ . .'::at' w iiy1,'+"'iAI?r#:?'~'~~~.'~°t».~"'s :t+;:•'d " rA-.. . - • ~ CAROLINA CENTER , LLC 11 WI g BEDDING 2'r 11 11 DRY STORA~ DRY STORAGE LOCATION . - " ~ 1I ~ O • ~ , `t,. ~:4t' S'a • ~
" 1 (MARY B. MACKIE, et al) 1 3eooa • 34,000aq.ft. I 1 W~"y,_.N~"'•„,..f`~,...:''°,.,..a~w,k,/`w._ ~ ~l„ ~x ~~~>s~~: ~t~,.~' r'
12 RIPRAP ~ 1 • ~ 1 t UMI-1011, UMI-1 32 240 DRY STORE _ pA d~ i4~if«! (240 DRY STORAGE SLIPS MAX) I W~ 1 STDI'tAGE ~ ~t%r, i•y~•t ,zi • ~u
" DE COMPACTED TO \ ~ s sueGRra • , 11 D,B. 716, PGr 43 & D.B. 47 PG. 63 4 t' N1 ~
95%MAXIMUMDRYAENSITY .w ~ I ' USING THE STANDARD B"BEDDING I i MTN. IS. DWG. N0. 788 Rte, ~ ' ~TYP-ALL SLIPSy ' .r' w...+r~~.,..r°t,~,,,.r
PROCTOR TE5T COURSE COMPACTED TO { ~ , Y3, .t . GC QROP 2 C
DO MAXIMUM DRY DENSITY FILL AREA TO BE COMPACTED TO 90% 1 ~ MAXIMUM DRY DENSITY USINGTHE ' USING 7HE STANDARD = ~ . 3 0 ACRE S I .L r.2
7 ROCTORTEST TOTAL AREA PROCTOR TEST STANDARD P DRY STORAC ORY STORAGE LOCATION I •,M•''~,.,.",r'L,.,s' m „!~•.,,,,N~%w. ''~,..,,r''w...s'' t '
` 38,000 INCLUDING 1.263 ACRES IN RD R W 30,OOD aq.iL I
BOAT RAMP CROSS SECTION (240 DRY STORP (240 DRY STORAGE SLIPS MAX) ~ BUFFER I I ~N ~ ..r ` •
NTS ~i 11
7 I1 r r r~ ~ ~
it N ~ , 1D' wooDS I Z t ROAD "w,.• m `r ~ ~ ~ ° : "w..~~ ENDTOcS ~ ~ ~
11 cO ~ ~ LEGEND • ~ . ~ ' ~ • 1 \ ao .
\ \ o EXISTING \ \ ~ . s i • S k t ~ t~'I ~l °
\ \ ~ ~ ~ i' x •n.. ,r`+.. r;'1yJJ wr'~, x`11 0 O
p pq WATER VALVE M o IRON ROD FOUN 1 \ 0 ' v + ~ ~nnnm n n
~ SANITARY MANHOLE• D4 GAS UALVE \ \ ~ 0 ,yi;' w ...J L,,, w. / i ' ;1a F. ~ X9VIATE ~i4q APPRO iMj
STORM MANHOLE ~ WATER SHUT OFF T x a. RNA~P 1 , 2: m./' 1\~,„r~,„rt" ..f''`+,,,rryM.Jf~'+..~`°~..:~ `wti. OF~ISCAND \ r ~ T~"(' r 47 1
TELEPHONE MANHOLE \ \ 0 (]T TELEPHONE PEDESTAL . ...•~'w '~..f ' FISHING PIER
oom CLEANOUT \ [JE ELECTRICAL PEDESTAL LINE TABLE LINE TA84E \ \ e ° . y , ' , W
® CURB INLET FIRE HYDRANT UNE BEARING asiaNGE uNE eEaR1NC ~staNGE ~ \
O`~O L1 5'3B' 3' ,OL48 L72 3'374 " 79.11 ~ r, f ~ ® GRATE INLET L2 '5 '0 ' 100.06 L73 N2 8' 9" 74,6, \ \ •I ~'P UTILITY POLE L3 ,OO,o7 ua 2a25 \ ~ 6'WALKWA`~, $ m ~ ~ m ~ m m '~M..N' ...f :,„,J. O
- OE - -OVERHEAD ELECTRIC UNE -P- SIGN La ss 9 'sl•E ,00,09 u5 s3o'2s' " aaa3 \ \ l5 '53' 0" 100,08 L78 ' ' S5,B1 \ ~ 8" ST STORM SEWER Le 5 s'2A" ,00.06 L77 ro ' " 2Aa3 \ \ L35 / / V / ~ rw rt aw ,~y ~
- UE - . -UNDERGROUND L7 9ro ' ' ,oo.al L7B '37" Bz89 , Le roe'oA" 1oo.os Lle Nzs D9o" 2s,a1 ° , n ' / ~ \ ELECTRIC g" SA SANITARY SEWER ~ L9 ~ ,oo.os Leo " 63.28 N66 58 31.02 IN / \ \ \ / w as ' , r RIVER WIQiH) 0 ~ ~aa 's44'RIVERWIDTH /~'1 '
g"W WATERMAIN uo s'o1"E 100,03 LB1 , B'D 49.03 g0'BUFFER c . ~ ~ / ~ ~2V `~..o' ~'``(tiV DfH'""" y...r ' ./`k.,,„r"`ti•,,,.•"k.w ~ [vJ
OUR Ui S 3B' 100.08 LB2 S83 ' B" 43,02 141.02 ('IYP.) Qi1$ CONT g• GAS MAIN L12 5829 '34" 32.73 LB3 5'15'42" 25,84 ` \ U
L13 8'28'14" ,15.34 L84 584'35'SD" x.93 \ \ ~ C3 SINGLE HEADLIGHT SiNGLEHEADLIGHT ua s'2a'E t225a LB5 s" 45.22 \ \ ~ ~ ~ 35~F~~ FOLLOWS ~,:,.~.,r'~....~'.~ ~~,na,..f",.~..~•..."...J"'.,.
W~a POLE L15 58,34 L86 47.66 \ ~ \ Lib 65,34 L81 19'58'23" 26.47 ~ v ¢s~o~~'~Or+ DUKE ENERGY CORP. r. ,FOLLOWS ~ ~ C,,,~
>p' TREE L17 S02'4'3B"E 20.13 L88 N,0'53'34"W 25.42 \ \ 1,3 BENCHMARK \ 9 A 50,05 I 9 ~ ~s,F~c,~ D~J'{CE~.~~I~Ef~~' 'C~ORf'. A~ PROJECT BOUNDARY) ..r~,;~,~,,~,,p,~p~,Z.,aOU~p,~~;,~f,
48.18 lB9 39.43'58" UB S23'31' I Q 55,37 U9 Sit'49'05'E 104,18 LAO ozroo' \ J \ (L16 - L139)
L20 50298'O6'E 96,38 l9, 23'29'2 " 89.76 ( PROPOSED $ L21 19,23 LA2 89.45 ~ 57j
h? D 1 0 L22 511' 8'33'E 160.08 L93 583' O'20`W 3 ,56 10 W ODS I I W V L21 '55' "E 85.18 L94 93'20" 48.90 I /1 n. , , ~ A DRAWN BY;
~ IRON ROD WATER VALVE Q'' ~ L24 N ' 8'25' 8,.43 lA5 5'22'52` 85.23 R O A I ~ ° f L25 ~ '0 "W 73.58 L98 N38'S9'21"W 68.83 I I SDL
SANITARY MANHOLE N GASVALVE U " ~ L26 68' 6'50 75,40 L97 4'40' e" 23,80 • 9 76.06 I ~C ~ f ~..,r^,..1-t..,,J~.,.,*y,..s.ti.w~:'~....~^",_.:~'w~'~'~~.. CH CKED 8Y:
STORM MANHOLE TELEPHONE PEDESTAL L21 as' s" 58.82 L e s ro ' 0"E ,r, L28 S59'58' 108,21 L99 N76'50'30" 82.99 I I
~T TELEPHONE MANHOLE ~ ELECTRICAL PEDESTAL ° Les s3 3'oB"w a9.BO uoo N23'33'a5" 9o.1a I L30 578'01' 8" ,7.85 001 04' S'4D'W 59,18 •OA CLEANDUT ~ L31 570'23'x4"W ,7.03 002 N2098'49'W 80.29 I
FIRE HYDRANT ® l32 9 37.10 L103 32,49 ~ I v r~":~,.~~,-r.~ ~,...f ~,.,~f 4.,....+'w....r ~•...~.r PROD CT NO:
CURB INLET 0 L33 N63ro'D6° 35.55 L104 16'46'10" 11236 ~ v l34 3'S9'30"W Ba,00 L,05 N0496'26" 5288 / J F YO / /
GRATE INLET DOUBLE HEAD LIGHT L35 85'2 'OB° 42.45 L108 N 8 138" 72.97 / / SPOT ELEVATION W130' PaE LIMA Las se' a' ,aao Lio1 a 'z ' 3"W s2ez o ° r~.....~.....~~....~~.~..~',~~~r,~....~:~....~..r~ 5232.0108CD ,
ARO L,DB aa9, , ~ / r NORTH C L37 5 'x5'S7"E ,9.,8 N3494'18" L45 M EDGE OF PAVEMENT L38 55.43 L109 55,95 , j ~ ~ N DATA84S :
SINGLE HEAD LIGHT L39 5634 '12" 39.84 010 S 3 'S " 91.79 / ,r~ x SPOT ELEVATION ONE-CALL CENTER INC. , , oc9~?r_ z
TOP OF STRUCTURE l40 8' B`E 6&73 UIt S 8'33'49" 37,53 l41 8' '0 'E 37.85 U,2 398'32" 23,94 / ~ / N ~ .Q "~.~~...~~•~,..~~'~.,~~'~,~-~~~..,,.J'~•,•~r''....r^w,.r~' DAT AP RO 0:
X TEMPORARY ~ ~ ~ La2 roa' 85,18 u13 33 g 8x71 / / SEDIMENT DAM L43 S 8' ' " 15,06 Ui4 8'0'35" 11.03 / / 16'^ Ui5 7L36 / / n „p W I ~ r 'w.,r~''~s.~+„~''y..~.f"'~,...r~,,ti...~' ~".~fy^~..~''r~'^...~'~+...rJr~,..,.
CONTOUR L44 Aa87 , ,r'' " L45 508'53'2 "E 25,77 018 S1T28'40"W 76,08 ~ / ~ (0 • g sr STORM SEWER ~ 50 BUFFER l46 511 4'57" 187.38 017 8 5' 8°W 59,00 ,
ew ADJUST EXISL CASTMIG g„ SANITARY SEWER La7 s2a'ao'zo"w 31.,3 Ln6 Nn'05'1B'w 6a,1s ~ + J
L48 50T28'50" 2210 Li19 57798'48' 26.23 1 CE g"W WATERMAIN Lag Si `W 26.41 L120 S2'a5'S b3,25 II S LT FEN Lso 21.75 u21 3' ' 68.58
VEMENT TYP . . ~ , . I PA USGS CN£CK 7
FLOOD ROUTE g° G GAS MAIN L51 S2 8 5206 L122 1 E 93.78 ( L52 S ' 9" 98,85 L123 87ro ' 0" 4a74 11 TAPPINGVALVE L53 ' ' S6,e4 uza • s' 1e.n 1 ' $0 ~ DRAWING .TITLE: B.M. ELEV 1.38
y. L54 28.04 L125 7 5' N3,24 \ 1 ..,r~ '',y S II L65 B' 9.17 1126 81'00' 9" 18,85 \ ~ 1 ~ MoN.(F) ~A~ ~ SITE PLAN
~i~~ ~/.~J BuILOINC • ::rq~~ 6 AG BASE CRS, L56 " 26.47 L,27 81.45 \ \ 1 ROCK MVLET EROSION ~ ~•~r~ • It L57 4x63 026 31.08
'.+t~r Yra. ,x~•a~ . 6996' 9 589 5'00 \ ` 1 GONTROL STRUCTURE _ _ 2112 ASPHALT L58 N05 2a95 1129 24'5T39'W 58,14 ~ ~ ~ 1 1 UTILITY EASEMENT " ~ _ } L5 L59 58,97' Y tars L,30 ses'2a'5s"w 50.43 ~ R ~ ~ _ _ " - \ I
C L80 S33'2T30' 33.95 L131 573'30'35" 59.78 / \ \ \
NOACOESSSTRIP NOTE' L61 '43'30" 15,41 L132 539'4'0' 35.84 C ~ \ ' I DRAINAGE FLOW GS ~ / \ \ ~ y / 1 L62 75,40 033 74.45 r0 `U \ PIN 3~ SOILS REPORT PAVEMENTRECOMMENDATIONS N73ro,'D6"W 6x43 L,34 N054A25"W ,97.34 ~ J _ . PIN 3782-1960-1680 ~1 ~ ~ l'~ CITE pl ~I~I
l NUMBER OF LIMITS OF. SHALL OVERRIDE THE ABOVE PAVING SPECS. L04 S69'28 20"W 5&09 L135 NOW37' 6 W 69.25 J J DU D B. ENERGY 5URP. r `w C1 ' S. , &.0 '1 DRAWING NUMBER:
PDUKE; J ARKING SPACES DI5TURSEDSOIL L65 8932'58• 113.00 L136 03T19"W 75.52 L66 89'2 '34"W 27,86 L137 " 112.13 D J V . B. 599, PG. D.P.CO. MON.(F) PROJECT No. 5232.0108CD
L67 39'42" 20,06 L138 0059'2 "E 119.20 PccslD>rwAlK-a" . +r TREE = l6B B" 40,11 L139 8 ' 6,02 6' Z
5 i 6"AG BASE NJ L68 30,47 L140 0 50'18 113,81 CRS,t2'U2" L70 3' 36.85 L141 8 ' 5" 69.39 3
ASPHALT R ) V-v, Jv1; nj- v L71 N6819,31 65.57 L142 6' 28,38 CHECK 7RP0003 ISSUED FOR REVIEW 07/2812008
L60