20070151 Ver 1_Site Plan_20070126

A SIOfwALK (5' sTD,)
~p ~ UTILITY STRIP a~ ) .
p~ - (S1U. ~ 8" CURB a M~AK)) a MAZ. y A,~,
FJ Vii' 1 ~ GUTTER SHDWN) a a N0~'.) t- ti ~ ~ r~
5~~ 5~ l~ BACK OF SIDEWALK DROP NOTE:
. ~ 12:1 MA%, RAMP NOTE: ~ ~ ~
s~ INSET A 1. R7-8D SIGNS ~ a.' 3D SIGNS ARE TO ACCOMPANY
SECTION B-B ALL R7-8A PARKING SIGNS -8A PARKING SIGNS
a s",,, , g. L R 8A PARKI ~N`~" ELEVATION CUR TOP OF 9 IH. CU CURB
TRANSmDN DROP TRANSITION 1 ',rrNrrH4rrrr r ;,y » d ~ r h
{ CURB ,
~ t. s 'I i
VARIABLE SLOPE NOT GflTTER TO EXCEED t2:1 (8.33 RESERVE R ° ~ a d'~ ~ w
SECTfON A-A ESERVE
B A NOTE: A PORTION OF ONE OR BOTH . PARKING PARKING ~
EXPANSION JOINT RAMPS MAY EXTEND OUTSIDE
THE RETURN, r- ~ R7-$A PAS L~Af~NG ~ ~P~°°~r ~ R7--8A '''rrr~ ,t~~~~` r
ISOMETRIC VIEW ~D~'"`~
EXPANSION JOINT
W ~ A W+A+9" X 8
M1 1 r I f~ 0$mN~~~~~~~
t 1 1 f*~ ~ . 6 6. dOp0000od00 n SEE INSET A u $ v~+ a c
AND NOTE 1 OOOd4d00d00 ~ 8' ' 7.' ooododddoood EXPANSION JOINT MAXIMUM ~~*~~g~;~° ~oa~ VAN ~ ~4a~~~
5 2.0 7,8 7. 5 .35 aC 09000d00d00d0 ~ 8,1 4, oddoododdoooo ~ PENALTY ~a 80°~°~
5 3.0 .6 $ 44 00000040dg000 SIDEWALK ' 3 oooooaooaoooa rn R7-8D Z01~ ~ A~~ R7-8D .~~~~~ffi~•~w~..
4 41 GG X250 ,SSIBLE GS 20--37.6 a`~„~^o~~~g~~g
' --2.36" OC
5' S.0' 10.6' 8.9' 3,1' 'h'..~,•, PI AN NOT LESS THAN W,~a,:~,.,~.; ~t0~~~3~~$~ MAXIMUM ~ °
B ~ X-{A+9"} O.9" DIR. SLIP RESISTANT 2 Ft11J- HEIGHT LORS PENALTY COLORS G ~ ~ ~
B =DISTANCE FROM. FRONT EDG£ OF SIDEWALK RASED DOMES WARNING ~1RFACE THIS PORTION OF RAMP CURB BETWEEN ,;:.i, RAMPS TO BACK POINT OF 12;1 (8.330 SLOPE, )-"-s`- - MUST FALL NOTHIN LEGEND AND BORDER5 - $ 250 LEGEND AND BORDERS - ~ ~
* BACK OF SIDEWALK DROP RE UIR D F A RiO~ ~ _ CROSSWALK LIMITS. Q E oR a 0.z" SECTI N {SEE NOTE 10) GREEN cs 20-37,.6 ~ ~
SIDEWALK SLOPES. BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK RAMP FI OR DETAII SEE INSET A GREEN ~ N ti o
SLOPES 0.04. AND NOTE 1 WHITE SYMBOL ON WHITE SYMBOL ON ~ ro
INSET A BLUE FIELD BLUE FIELD
PLAN VIEW SEE NOTE 1 s 14 ~ ~ ~ ~
x d 0 0 ~ c1
~ ~ n ~
I r
GALVANIZED -w-~-- GALVANIZED STEEL R18-- ~ ~
TYPICAL HANDICA P ACCESSIBI I L TY RAMP STEEL RIB-
N SCAL BACKED CHANNEL BACKED CHANNEL o F °
CHANNEL POST CHANNEL POST
CONC. DUMPSTE f R PAD NOTES. 1 /2" ~
1.} SLAB DIMENSIONS SHALL EXCEED EQUIPMENT DIMENSIONS BY 1 /2" ~
8" MIN. ON ALL SIDES. SEE PLANS FOR DIMENSIONS, EXPANSION EXPANSION ~
2.) PROVIDE CONCRETE CONFORMING TO ASTM C94 AND ACI JOINT JOINT °
318. PROVIDE REINFORCEMENT SHOWN CONFORMING TO ACI
315 AND 318. TOTAL AIR CONTENT OF EXTERIOR CONCR TE E v
SHALL BE BETWEEN 5>o AND 7q BY VOL. SLUMP 5HALL BE CONCRETE ~i WASH WALKWAY 1 /2" WASH CONCRETE
BETWEEN 3" AND 4", CON R ~ ~2 WASH C ETE 5HALL BE CURED 7 DAYS BEFORE USE. WALKWAY ~
3.} PROVIDE CONTROL JOINTS AS INDICATED ON THE PLANS,
NOT TO EXCEED SPACING OF 24 TIMES SLAB THICKNESS.
_ ~ ~ '
PAVEMENT 5" 3000 PSI CONCRETE SLAB 2' 10 10' 2~ \
W/LIGHT BROOM FINISH /
1 "P " " D /8 ER fFT 1/$ PER 1FT fi CONC. SLAB W/ BX6XW1.4XW1.4 / q ~ •
WWF OVER fi MIL VAPOR BARRIER _ ~ i, 4 l~
ON 4" COMPACTED GRAN AR UL " B ASE.
1 CHAMFER ALL " EXPOSED EDGES q ~
6 A.B.G. N N
I .p 4 ~ ~
2" 59.5A ASPHALT ;.~r•,'..,. , ~ N t ~.t •4 ~
P
a" sQ. 300a PSI R a
D ~ ' ~ CONCRETE FOOTING ~ $ SQ. 3000 PSI ~
1/2" EXPANSION JOINT " CONCRETE FOOTING
WHERE ABUTTING PAVEMENT 6
OR STRUCTURES COMPACT SUBGRADE TO 95q ~ ~ ~ ~
# 5 CONT. MDD.
TYPI CAL PRIVATE DRIVE CRASS SECTI ON
DUMPST ER PAD DETAI L N $ ALE NO SCALE HANDICAP SIGN DETAIL. ~
~a S~A~.~ ~4 W
~ ~
CONSTRUCTION NOTES:
~'-a" wlDm W ~
a" 1. COMPACT SUBGRADE TO 95q STD. PROCTOR MAXIMUM DRY DENSITY.
a a, ~ .IFF
~ 2 IBERGLASS REINFORCEMENT 15 USED IN THE CONCRETE 'I ~ o ~ Q MIX, WIRE FABRIC REINFORCEMENT lS NOT REQUIRED.
I___, I _i v W o
~ _ 3. PROVIDE 3000 PSI CONCRETE SID WA E LK AT THE ELEVATIONS, ~I I 1-~ ~ I~ caMPAGTED DIMENSIONS AND LOCATIONS SHOWN ON THE PLANS.
_,i~_-- SWBGRADE 30a0 PSI CONCRETE ~ f AVING ANp SURFAC
.FIBERGLASS REINFORCEMENT 4. LOCATE 1/2 EXPANSION JOINTS t~ 40' INTERVALS. CROSS--~.ECTiON AND suRFAaNG 8 NOM. LONG PRECAST CONCRETE
5. LOCATE i/8"X1" CONTROL JOINTS ~ 5' INTERVALS. PAVING SHALL CONSI SHALL CONSISIT OF FINE GRADING THE SUBBASE A 6" PARKING BUMPER W/EDGE
(~OMPACTED CRUSHEf TED CRUSHER RUN STONE BASE COURSE. PRIME COAT, CHAMFER
6. PROVIDE BROOM FINISH TO ALL HORIZONTAL CONCRETE - » SURFACES. 1 HOT PLANT MIX PLANT MIX BINDER COURSE, AND 1" HOT PLANT D
ASPHALTIC .TOP SURF 'IC .TOP SURFACE COURSE. ~ ~
40' 7. EXPANSION JOINT MATERIAL SMALL BE SELF-EXPANDING, ' ' ~ • FINISH SURFACE GENERAL DETAILS NIMUM PAVING REQUIREMENTS ~ . 'a SEE SITE PLAN
s'-o" s'-o" EXPANSION JOINT NON-EXTRUDING, 1/2 ,COMPLYING IMTH A5TM 1751, MINIMUM PAVIP
RIGID STRUCTURE NEW ASPHALT "`'~----1„ suRFAC~ CouRSE
DEMO AREAS o~oo TACK COAT (IF NEEDED) ~~X 24" DOWEL
CONTR(ri. JOINT t/2 1/2 EXPANSION JOINT
4 4 2 BINDER COURSE C~ 48 O.C.
1" PRIME COAT ~ a V ~7 V
Q CONCRETE IDEWALK ° CURB & GUTTER ~,Q~GITUDINAL ~
5ECTIdN - - - 6" BASE COURSE ISSUED: d4-11-06
con~TRO~ JOINT - - - DWG BY; JPM COMPACTED SUBGRADE CKD BY: RMB
-t ~ I-°--I ~ I----I I i- REVISIONS
- - - =1 I 1=1 I - I I I~I I-1 f ICI! I. =1 =
I----I f I-."._I
EXPANSION- JOIN I
SHEET NO.
CONCRETE WALK SECTION
NO SCALE 103 PAVEMENT P 'EMENT CROSS SECTION ` 1 NO SCALE
102 PARKING BUMPER DETAIL lol OF 11
Sa'JOrary12(I6'~P33213 Commerce Avenue C9ndorcGhlu~nsiDrawlnpy~HNAL(11.21.06)\A33213-DETAVSAM,C-11,1117/20079:24:19AM

USE M1N. 4 EA 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE: 4N NON-TRAFFIC AREAS OR RAISED MANHOLES t 2" s 4
~v
~~~~~~~a~ ~rri+~ins~~~~~~~~~~
~~~~~µw~rp~q~

STD. MANHOLE 1. CONCRETE ENCA5 M NT
RING & COVER E E SMALL LIBELED ONLY BE USEp IN AREAS WHERE n ~
~ ~ COVER IS TO BE FLUSH WITW "SANITARY SEWER" PAVEMENT OR CONCRETE. Q cs S W~ "gt
CONCRETE ENCASEMENT SMALL NOT NOT ~ ~ ~ ~ ~
BE USED !N NON-TRAFFIC AREAS FRAME COVER AND ABOVE GRADE INSTALLATIONS. Y
OMITTED ~~fl,'r'1 1,`,r,,,~. 0
" ~---~-23.5" a ~ m
2~ „
COPOLYMER POLYPROPYLENE ~ W ° ~ z b ~ ~ PLASTIC M.A, INDUSTRIES MODEL "a~~~E
COVER PSI-PF OR APPROVED EQUAL. , ~ ~ ~ ~
~
FINISHED GRADE USE MiN. 4 EA, 3/8" ANCHOR 2: ~"o $f+@~~~x
1.5 MiN. BOLTS TO SECURE FRAME TO MANHOLE
BASE COURSE _ BASE COURSE jj +~£C ~~rCl .
4 STp. MANHOLE
~ A ~ ~ RING & COVER ° S~, M{N. ~r ~ ~ ~
o a e d' 1 ~ vt"i ~ ~ nn r ~,~qro w',U
ro~ti
\~AA ,~VA~.r~i RAM-NEK ~ A~;;~s i " b ~ r`~i, ~ x a~i ty~ ~ ~ p ~ n cd L:7 w
~ SEALANT COMPACTED FILL ° ' COMPACTED FiIL
~~rof ~~w~
n U
FRAME ~ . ~ ~ E Q N W
~ M
T S ANDARD MA NNCILE RING AND CCTV ER POLYPRaPYLENE PLASTIC MANHC}LE STEP ~ N
SCALE: NONE 0~ SCALE: NONE U
0.
¢
STANDARD MANHOLE RING AND COVER O v ~
TAPPING SADDLE MAY BE USED WTaEN N.4IE`
USE 4 EA, ANCHOR BOLTS ` TAP LINE IS NO MORE THAN 1/2 DIA.
TO BOLT FRAME TO SPACER. OF LINE BEING TAPPED. 1. CONCRETE SHALL NOT
B" USE ROPE MASTIC SEAL CONTACT BOLTS ~ ~
d" MAX. FOR SPACER BETWEEN FRAME AND SPACER. ~ ~ ° ~ ENDS OF MECHANICAL ° ° JOINT FITTINGS ~
'
I ~ J q 0 0
° ~ ~ ~
2'-0"~ 3'-0" MANN " w QLE STEPS ~
OR 4 ~0 16 O.C, ECCENTRIC ° Q O ~
TAPER UNIT
S r Y:: ~ Q 0 0
JOINTS SHALL BE SEALEp ~ b WITH A RUBBER 0-RING ' " --~"''r`~`°
. GASKET OR ROPE MASTIC SEAL. ~
CEMENT GROUT ALL JOINTS d9I!~;, ALL BLOCKING TO BE 2500 Lg, CONCRETE. U ° PLAN ~
INSIDe AND QUT ,~~r~~„~r.
CONCRETE THRUST BLGCKING SCHEDULE RISER UNIT ~ ~
d 5" w.i~--- 4' DIA. MIN. ' . 5" , , . TAPPING ~
r3iOCKiNG AP,GA (BCC. ['r' r) '~a, CONGR:_ E ~",w. ~:J_ `'J.~. i1T?:~lt'ry ~ Mr i , Y ~ CONCKy 1 F SOLID CONCRETE BLOCKING SHALL BE SLEEVE VALVE ~ M
~I Z;. REF 90° 4[i° 27 ?2` 1~EE 90° A5° ~ J7° ~t5° 22. U~r° USED AS FOOTING FOR FLANGE
tl~";12" SLOPE ° ON ALL INVERTS BASE UNIT DUCTILE IRON PIPE. M.J, FITTING
G.8 !.Z 0.7 C-3 0.13 O.i3 0,13 0,'.) 0.4 0.3 PVC PIPE SHALL REQUIRE A 2500 P51
° a ~ 19 l7 ~.5 C~.b ©.!3 U.13 0-:3 i?'.? _ U.3 0.3 CONCRETE FOOTING ° o ~ r~~
EXTENDED BASE I BR CK & MORTAR INVERT ~ 3 3 a z I .s ~ ~ 3 0 13 0. ~ o. ~ ~ o y (IF REQUIRED) 4 , i.
" 12 MIN. Ip° ~ 2 '/3 . r 0.13 0.' : ~
h d e 4 y a 1?" 10,6 5.; 2.9 0.3 0.4 0.3 L 4.C 2.=
° Q IV!Hli 1^( ]~1 aQ a ~ y\rI
iF;° 3„', IB.9 ~G.Z '$.2 QS 0.9 0.4 B ~r ? i 3.% WIDTH AS V
REQUIREp 1~° ?7,5 32.8 i7: ° QC ~ j~II~~) e
MIN. 6" GRAVEL BEDDING ~ P'C~IC, ,4~mas n° b!ock~ng and avprox^sa~,e va%z~ of co:~crete ~n the above t~,ale ~~e va~~~d e~, rn= iollor.~~,o daba_ %OOC1# eod pressure an~,~ ! ,r,,t. Rressure aC 150 p.c,.~. (bloG~a:a ar,~ s~.c,~;c se:
eranue; tea=ed n~ vaned sor ~~ondibm. a ~1 shaa bt done so at ~~e~ Uirees~r, 4 ~ he~P~:yr-e:r~r1
PROFi~,E ~
STAND D AR ~R AT EC S Ct3NCRET E MANN ClLE
F~}RCE MAIN SEWER T RENCHING CAL ; .NONE SCALE: NONE TAPPING SLEEVE AND W ~ ~ ~
of s A NaN ALVE ~4 W A
~w~
2-2 1/2" HOSE NOZZLES 6--60 degree threads per inch A
4 1/2" PUMPER CONNECT10N FACE
TO CENTER LINE OF STREET
4 1/2 "Steamer Nozzle-- National Standard ~ W PIPES AND FITTINGS ARE SCHEpULE 40 PVC UNLESS 1x OTHERWISE NOTED. n,7 M~~~i
4-64 degree threads per inch
2. CLEANOUTS SHALL BE PLACED AT NO GREATER THAN 50 LF W W INTERVALS ALQNG 4" pIA. PiPNVG ANp 100 LF INTERVALS
I YDRANT MAST HA4~E BREAK SECTION OR ALONG 6" ANO LARGER DIA. PIPING. I,~.y
NOTES: CAST IRON METER BoX REMOVABLE BARREL
BY DEWEY, SUMPTER OR HARDY-NEWSON WORD WATER" ON COVER 1,) WATER METER A5 FURNISHED BY UTILITY OWNER. TOP SECTION OF "DEWEY SOS. ~j
2. TAPPING AND SLEEVE DETAIL THIS SHEET. ~ ~ ~ _ ; ~ } FORD EXP. ~"V`r.A, ~ ~ ~ ~ ~ VBX-TE-100" VALVE BOX CgVER ff~Gl OR EQUAL ^
WHEEL ~~/\~~r~~~/~i~, ~%>~i\~ , ,~i _ ~A/~~~a/~ ~ 3.} WATERLINE TO BE 3 Ff, BELOW GRADE (MIN,)
j j7 q it i'i..i'~Ii-II~~IIII{ ~I°"`~II BURY LINE FLUSH 0" PER FggT WASH
- - ~ i ~ WITH FINISH GRADE w ~
ii tY _ ~
FORD ANGLE YOKE - DUAL CHECK VALVE C.I, UALVE BOX ~ w " .r / COMPACTED SOIL , L IL
VALVE ~ - BACKFLOW PREVENT10N I YOKE LOCKWING DEVICE
'y 24" GATE VALVE MIN. SIZE 6 ~ / 4" MIPT PLUG
{ - ~ - TURN RIGHT TO OPEN m 24" SQ. X 6" THICK
3" ~ 67 STONE CONCRETE GOLLAR - 4" S X FIPT 3000 PSI MIN. FEMALE ADAPTER
" DRAIN BACKFiLL, TAMPED 'IN 6 LIFTS
+ + ~ I ~a0~4D6
i- _i i i i i-r i i_.. - - . - _~lihil~_ I lll~ .-I . t II ! _III I~ x ISSUED: 4-1 T_pg
1II_III~IIL~III-III -III 4" 45' ELL DWG BY: JPM NTL
SET BOX ON 2"x 4" CONCRETE BRICKS. CKD BY: RMB PAH
Y502 FORD YOKE CONCRETE PAD POLYETHYLENE 15~~ X 15" X 6" REVISIONS
PIPE (JACK ANp BORE} UNDISTURBED SOIL NOTE, NO JoINTs oR COUPLINGS 1-SEE SD 4-OZ FOR JOINT RESTRAINT REgUIRED
---FLO
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT BRANCH LINES
3-HYDRANTS SHALL BE. 45' WYE TYPE PSM (5DR 35)
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN PVC SEWER PIPE
DARLING MART 7.~: ~R APPR~vFn FnllA,l
SHEET NO.
WATER METER DETAIL HYDRANT DETAIL
SCALE: NONE SCALE: NONE 02 IN LINE CLEANQUT CA 0 SCALE: NONE Q 1 OF
S:1Ubrarv1200611A33213 - Commerce Avenue Condomindims(Drawirig, ;''6§AL (11-21-06)1A33213-DEfAI S.dwg, C-10,1/17/2007 9:24:11 AM
Are

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Q 4 N Cu
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N 0 4? ~ N
cad q Qy ~ 0
FINISHED GRADE ~ ~ o
Q
~
~ ~ UNDISTURBED SOIL ~
f1NAL BACK FILL ~ W
r ~
u
2'-0" ,i U
......i INITIAL BACK FILL'.;.." .11 '::'~'~~j
.
UMITT ED SPRING LINE ~ . i~3 STONE
tJMITTED I (SEE NOTE 5) y
HAUNCHING PIPE GRADE ~i
I ~ ,,,,~~11
4" BEDDING F,,,,,~ WORK WELL uNDI:a ~
BOTTOM OF PIPE
6" O.D. OF POPE. 6" MIN. SIDE CLEARANCE H a
NOTES: 12" O.D. OF PIPE 12" ~ SIDE CLEARANCE
t. FOR TRENCHES REQUIRING SHORING JWD BRACING, DIMENSIONS 5HALL BE TAKEN FROM v
THE INSIDE FACE OF 7HE SHORING AND THE BRACING. ~ ~I ii
2. NQ ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACK .FILL, MATERW. SHALL BE SUtfABLE NATIVE MATERIAL. ~ W
4. BACK FILL SHALL BE TAMPED IN 6" LAYERS IN TRAFflC AREAS, i2" IN NON-TRAFFIC
AREAS. ~ A~'
S. TO BE USED WITH HDPE PIPE. ~ ~
TYPICAL TRENCH FCC ~ ~ ~J R HDPE ~ ~ H
sca : ~ N ~4 ~
l- _ _ \ - _ `
T--. W
3 ~ L ~ _ _ r~T~
1. UALITY; MATERIALS SHALL CONFORhI TO ASTM ~ ~ _ - ` 1. QUALfT1': AiATERiAl5 SMALL CONFORM TO ASTM _ ~ 1 tom; hM W
A53fi GRADE 70-•50-~05. / - - r _ _ _r. A536 GRADE 70-50-05. _ 1. QUALITY: MATERIALS SHALL CONFORM TO ASTM ~ c:°~~--J
_ _ _ _ 2. MATERIAL: DUCTILE IRON. - 2. btATERIAL: DUCTILE IRON. _ A538 GRADE 70- ~ ~y~! 5005. - c_~__.:
I - ~ r 3. PAINT: CASTINGS ARE FURNISHED WITH A 6LACK ~ - - ~ 3. PAINT. CASTINGS ARE FURN! M WITH A 2. MATERIAL: DUCTILE IRON. ~ ~
PAINT. ; ~ 5 ED BLACK PAINT. o 3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK '
, _ PAINT. ' ` x
X. DRAIN AREA = 164.94 SQ. 1N. 4, APPRDX, DRAIN AREA = 84.61 SQ. IN. _ - q _
5. APPROX. WEIGHT ffi 9D.40 LBS. " ~ _ 5. APPROX. WEIGHT = 55.D0 LBS. . ` o 4. APPROX. DRAIN AREA ~ 39.'75 SQ: 1N.
- X - c. ~ X19.75 5. APPROX. WEIGHT = 20.15 LBS. ~ ~L t i - I.._~
m
,..,~.w... , h
u'r N ~l o ~ I 0 11.63$ 0
~ X25.5 ~ O A AIL
O tf
.50 DUCTILE IRt7N 16.750
DUCTILE IRON FRAME AND -+-24°..,... FRAME AND GRATE DUCTILE fRON
GRATE GRATE W /CAST IRON FRAME
12" ao 180'
.W--. INLET AND OUTLET ADAPT S INIET AND OUTIET T ~ ~
i AVAILABLE' INLET AND OUTLET 4~.:. ADAPTERS m.- i • , U tv~ Q -~0. r-- AVAILABLE 4"
I 4" THRU 24" ADAPTERS AVAILABLE ~ ~ p' ' 4" THRU 18" MAX. THRU12" ISSUEQ: 4-11-06 MAX. , VARIABLE INVERT HEIGHT ~ 4._ ~ ~
cv VARIABLE INVERT VARIABLE OVERALL HEIGHT j I DWG BY: JPM NTL
.MAX. VARIABLE INVERT HEIGHT WEIGHT I I 10' MAX j . VARIABLE OVERAII HEIGHT T i u. ~ ~ I 10' MAX ~ CKD BY: RMB PAH
` ~ ~ ~ y.. „ _ ~ r - ~ i I~. ~ ~ VARIABLE OVERALL HEIGI~T ' I~ VARIOUS TYPES OF REVISIONS
i ~ ~ ~ ~ a~,. i i II - ' ~ ~ 10 MAX ~o° " " OUTLETS WITH ~ iv
~ I - . ~ ~I ~ x WATERTIGHT MAX.
- _ OUTLETS WITH a a~ ADAPTERS FOR ~ 9Q, ~ ADS N-12 OR
OUTLETS WITH. WATERTIGHT - z ~ . . . X WATERTIGHT 0 EOUAL ~ /'MAX.
a ADAPTERS FOR ~ ~ ~ ADAPTERS FOR ADS N-12 ~ MAX. ~ ADS N-12 ~ ~ OR E4UAL. ? ~ ~AX. ~
VM r-WVP%L.
SHEET NO.
24H NYLOPLAST DRAIN BASIN AND COVER DETAILS 1811 NYLOPLAST DRAIN BASIN AND COVER DETAILS
SCALE: NONE 1031 SCALE: NONE 12" 021, NYLOPLAST DRAIN BASIN AND COVER DETAILS
SCALE: NONE To 1 OF
SA,Ghrary12006~A33213 -Commerce Avenue Condominlums%DiawingslFINAL (11.21-06)VA33213.OETAIIS.dwg, G9,1)17/2007 923:52 AM

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TEMPORARY SEEDING IS REQUIRED DURING PERIODS WWEN PERMANENT YY ~.N dl ~
WILL NOT SUCCESSFULLY ESTABLISH. APPLY TEMPORARY SEEDING DEWATERING CONCRETE BLOCK ctS ~ .~I ~ q
DURING THESE PERIODS: -...--.~a.....- ~
MA t 70 AUGUST 31
NOVEMBER 1 TO FEBRUARY 14 q o
o ~ ~ o
APPLY PERMANENT SEEDING DURING "fWESE PERIODS: Q~Q ~ ~ fr ~ ° 8 aq
SEPTEMBER 1 TO OCTOBER 31 (BEST: SEPTEMBER 15 TO OCTOBER 15) ? a W
FEBRUARY 15 TO APRIL 30 © C~ © CI © o o S" MIN DIVERSION PUBLIC ROAp 6" M1N DEPTH 2"~3" COARSE a
SEEDBED PREPARATION: q o © $ ^~----.w.-~-- a qq ~ a RIDGE AGGREGATE ' .
~ q C~ q PREPARE SEEDBED TO AWELL-PULVERIZED, LOOSE, UNIFORM SURFACE o`~ C~'n n~ ~o o ~ o..,...,,-..._.,,._. 8"MIN HEIGHT DIVERSION
4 q APPLY LIME AND FERTILIZER TO THE 501E AND MIX TO A DEPTH qqa Q q ~ a° o awn ~ ~ RIDGE 2aA MAX SLOPE ; w
f4 P A I oQ QQ 0 TO 8 . AP LY LIME ND FERT LIZER ACCORDING TO SOIL TEST _.__ti____ o Q C7 q o oQo4 Q ~ .ir"
qQ q ~ Q OR LIME AT A RRTE OF 90LBS. PER 1D00 50. FT. AND 10.1a1D FER• o ~c~ ~nQnQonnon 0 1=1,- ~yI t u I ~I „ ~ ~ s'v
TILIZER AT ARATE OF 24LBS PER 1000 S0. FT. 2:1 SLOPE,GRAVEL FILTER U
TEMPORARY SEEDING: ' TEMPORARY SEDIMENT WIRE SCREEN DEWATERING -r GEOTEXTILE FABRIC UNDERLAYMENT
SEED RYE GRASS EV!"NLY AT 3LBS PER 1pp0 S0. FT. (120 L85 PER POOL a
ACRE), TO NO DEEPER THAN i12 INCH.
PERMANENT SEEOING 1' MIN 2' MAX 16° . V'~ •~".f caNSTRUCria~v +va-rES:
SEED FESCUE BLEND OF 4Q% "ARID" TALL FESCUE, 4Q°/u °REBEL"TALL r""'••''`'•`°: 1 AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION ANp OTHER OBJECTIONABLE MATERIAL FROM THE 1-y
FESCUE, ANb 2D°fa'WRANGLER° TALL FESCUE EVENLY 7LBS PE~21D00 FOUNDATION AREA. GRADE AND DRAiN FOUNDATION FOR POSITIVE DRAINAGE, ?`"",J
S0. FT. TO Nn DEEPER THAN 112 INCH. \ DROP INLET ~~d IF THE 5lOPE TOWARDS THE ROAD EXCEEDS 2°k CONSTRUCT A RIDGE, 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES, ACROSS THE FOUNDATION Mr..~ APPROXIMATELY 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF FROM THE PUBLIC ROAD. c.
ALL SEEDING SEDIMENT WITH GRATE 3,) PLACE GEOTEXTiLE FABRIC ON GRADED FOUNDATION T01MRROVE STABILITY, ESPECIALLY WHERE WET COND1TfONS ARE ANTiCiPATED. '/J'~ y~~
APPLY S€EDING USING A BROADCAST SEEDER, DRILL, CULTtPACKER ~Af V 4.) PLACE 57ONE TO DIMEN510NS AND GRADE &HOWN ON PLANS. LEAVE SURFACE SMOOTH AND SLOPEDFOR DRAINAGE. ~
SEEDER OR HYDROSEEDER. ROAD AST SEEDING SMALL B C R Y CONSTRUCTION SPECIFICATIONS B G E OVE ED B 5.) DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN.
RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROL• 1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW B.j INSTALL PIPE UNDER PAp IF NEEDEp TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE,
LER OR CULTIPACKER. TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOrKS AGAINST THE
MULCHING EDGE OF THE STORM pRAIN FOR LATERAL SUPPORt AND TO AVO16 WASHOUTS WHEN T•1 MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIA'1ENT FROM LEAVING THE SITE. SHOULD MUD BE TRACKED OR WASHED A ~ r ~ ONTO THE EXISTING ROAD, THE CONTRACTOR SHALL REMOVE IT iM1~DIATELY. 1"'~! ~ 4/
OVERFLOW OCCURS. fF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY APPLY MULCH IN COMBINATION WITH HYDRSEEDER SLURRY CONTAINING PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
WOOD FIBER MULCH, OR BY HYDROSEEDER APPLIED OVER STRAW.SPREAD
WITH A BLOWER OR BY HANQ. GROUND SURFACE SHOULD NOT BEVISIBLE 2. CAREFULLY FIT HARDWARE CLOTW OR COMPARABLE WIRE MESH WITH 1 /2-INCH OPENINGS O
FOLLOWING MULCHING. OVER ALL BLOCK OPENINGS TO HOLD GRAVEL 1N PLACE,
MAINTENANCE 3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH EN DIAMETER, PLACED 2 INCHES BELOW THE TOP U ~ ~ ~
RE EED ANQ MU H AREAS WHERE S EDING EMERGEN P OF THE BLOCK ON A 2:1 SLOPE qR FLATTER AND SMOOTH IT 70 AN EVEN GRADE. S LC E CE IS OOR, OR C~
WHERE EROSION OCCURS. DO NOT MOW TEMPORARY SEEDING AND PRO- Q.O.T ~57 WASHED STONE IS RECOMMENDED.
1'ECT ALL SEEDING FROM TRAFFIC. 3. CULVERT INLET PROTECTION (CIP) SHOULDBE PLACED AROUND THE ENTIRE PERIMETER OF
FOLLOWING MULCHING. THE GRATED SECTION OF THE SAND FILTER. TS PS IP
TEpRRY I M D A SEED NG NOTE S STANDARD INLET PRQTECTIt~N DETA IL SCA E: NONE. STANDARD C NS ~ ~ ~ 0 TRUCT~ON ENTRANCE DETAIL 44 W ~
SCALE: NQNE
° FENCE NOTES:
1, LOCATE POSTS DOWNSTREAM OF FABRIC TO HELP SUPPORT FENCING
AND AT A MAX. DISTANCE OF 6'O.C. WIO WIRE MESH AND 8'O.C, (b I~FT OR L659 M( C5?Ui) ! (S FEET TO ZO FtET IN DEFTi1) { W '`4 (OYEp 20 FEET IN DEP'{H)
W! WIRE MESH.
La 2, BURY TOE OF FENCE APPROX. 8" TO PREVENT UNDERCUTTING, ' srANDAao /~1
INI ORCAD L"` ~„„+~REI,NFORCED I ON ~NTER r~~~"'-"'S6" w
3. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN TO A SUPPORT 1'• CONCRETE SIAfi ~ f CgvCk?1", 96 ~ SLAB
POST AND OVERLAP TO THE NEXT POST 6" Y } STANDARD I 61'AN.7Ap'D I SO " 97EPS fi {
4.OPTIONAL FENCING ACCEPTABLE IF APPROVED BY s1tPS,s'oN oNGsNr R 6 . V CEN9 E4t
APPLICABLE AUTHORITIES D0 ~ OUTLET PIPE STONE LINING L a , oi9 6" MIN lq.
FES CLASSIFICATION FIT FA S' L u '.O rF4 4c
LER BRIG SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS M1N. 8' VVASHEp d ~ ~ 0 ~ ~ STONE BEDDING MIN 6"WASH D 5fONfi REDOING 4
FES AND STABILISERS AND SHALL CONFORM TO THE FOLLOWING: f RAMfi,GRATE 8 ~i007 fRAh~E, C4RATL & HOOD ~•MIV. C WA$'1E9 PER 0.0.1. STD. S40.S6C PER O.O.T.STD. S1003C _
FILTERING EFFICIENCY: 85% MIN. dUTLET PIPE f RAME, GRATE & ~iC4D 57 bN~ U~):71NG PDei D~O.T.9TD.84ft.03C
SLURRY FLOW RATE: 0.3 GALJSQ.FT.IMIN (MIN) REMFORCiiD~~ CONGR°7ttiSLAp 1 "'TTT~~~"`
PLAN SECTION TENSILE STRENGTH @ 20% ELONG.: 30#lLIN.IN. (STANDARD) ' 0.eINFQRCED 26• ....26. • 4oMGRETE9LAB EDIMENTATIpN CONTROL
50#ILIN.IN, (EXTRA STRENGTH) NnTroxGE°EDS' ~ ~ i 6• ~ ETAILS
QUTLET Do La W DEPTH 'LINING MIN. g~.., OV=R21Y 1A ~ FROM 5'T020' MIN.
N0. (IN,) (FT.) (~FT.) QN.) CLASSIFICATIdN MIN 6`AIIN. i 6 r MIN.CWASHED ~ ,t;v~`' Pep?^
USE= FENCE A OR B STONE I .t:.+.C M7":i. ~T" BEDDING ~ ~ ~4~,,. /~/'~~J n K F~j . JJ 4: V w, a
FES-1 42 16 12 9 CLASS A FES-2 48 14 12 9 CLASS A •f. i. CONCRETE SHALL BE 4060 PSI MIN.fORPLL PRECAST MIN, 6'WASNED
WIRE TIES METAL STAKE A g CONGRelEC0.TCH8ASLVS, STONEBEDWNG / ~ ~ '(A 2~RECAS'I CONCR&TE3TRUCTURES MAV ONLYBE 016TA1LED ~ ~I~~T~Y i ~ ~MIN.6`NAS~4,;) 1(~~ Vlj}.
2 PER POST 700EPG15 CERTIFIEOA60.CCKPTABLE BY THE I STCNL BEDDING MANUFAC'IUR£R. ~ I
3."WAFFLE'803E5 ARE'ACCEPTABLC FORSHALLOWTYPE SLABTHlCKNE550.ND IJJUEV. ~h-11-06 CATCR 8A91NS, ~ REINFORC°MENT FOR ~ 6° SLAB T~iIGKN^9S AN7
SaLAN~ TR}FIG ~ ' ~uNInKGEM~vTFFnN pWG BY; JPM NTt, 26" lOA~JINGBYAN ! 72 SOIL AND TRAffIC
NQTE; GLASSpB STONE REQUIRES A SUBLAYER OF FILTER FABRIC OR A 8 THICK BEDDING dF FS-2 FILTER STONE. ENGMEER ~ LOA'AVG BEAN _~I~N;_ER CKD BY: RM8 PAH ~i
72' R~v)siar~s
co o' Z
- ~ - --g -
co 4~~ _ _
A; STANDARD STRENGTH -I ~ ~ I ~ B: EXTRA
FABRIC OVER 14 GA. FOR REGULATOR REVIEW ONLY
6X6 WIRE MESH. STRENGTH FABRIC
OP NOT FOR CONSTRUCTION SHEET NO.
SF SECTION ELEVATION
STANDARD OUTLET PROTECTION DETAIL STANDARD SILT FENCE DETAIL
SCALE: NONE 103 SCALE: NONE oz PRECAST CONCRETE CATCH BASINS DETAIL AA C=8 SCALE: NONE o l of 11
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IP- ER N PIP N " • S 5ET O E 7 0 EIR-EXISTING RON ROD 3 lPtr p ~ ~ a.1 ~ ~ ~ , ~ gyp'
Q SIR-SET IRON ROD 4 BACK FLpW ~o~ Q H
ECM-EXISTING CONCRETE MONUMENT 4 PREVENTQR ,x w`~
SCM-SET CONCRETE MONUMENT N T -.,r ~ ~ - WATER ~ ~ ~ war~R ~ ~E ` ~ ~ ~ N
EPK-EXISTING PK NAIL ~ SPK-SET PK NAII, t FOR TOP IN RT VATI 4'~0
EN-.EXISTING NAIL ON STORK WATER STRUCTURES, ~ METER " ~ ~ ~ ~
SN-SET NAIL SEE C-4. . ~ ~ W . o
~ - PROPOSED "LEASED LIGHT" LOCATIONS ° ' - 2. FOR TOP & INVERT ELEVATIONS ~
~ F•H. PROP05ED FIRE HYDRANTS ON SANITARY SE1NNl=R
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MM-MANHOLE
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i
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x d S . ~ . FENCE LIN~ S.S. r ~
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PROPOSED STORM LINE (SEE C-4) 14.42 T+ 14.42 TOP ~ o ~ ~
6.11 ' I N ~ pROpoS~D WATER UNE {5~~ c-~) x.11 INVER ~ ~ ~~Q O~ UTILITY PLAN
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PROPOSED FIRE LINE (SEE C--7) wr.i .w w.rw rr~r.r~. C^^"
LIMITS OF DISTURBANCE BOUNDARY ~ nl I ~ ~ ~ ~
f STORM OUTLET ~ ~ ~ Ih I 1
PROTECTION . ~ ~ ~ ~oo~~a6
{SEE DETAIL 3, SHEET C-8) I
~`f-. J ~ ~ ISSUED; 4-11-06
ASPHALT PAVEMENT ' ~ ' ~ DWG BY: JPM NT'L
Q CKp BY: RMB ZI.F
INLET PROTl=CT10N ~ SEE DETAIL 5 SHEET G~g' I ~ ' ~ REVISIONS
( ) I a I ~ I ~ 1 1>~
CONSTRUCTION ENTRANCE {SEE DETAIL 4, SHEET C-8)
Sf . 0 0. 0 0 P.... p y
SILT FENCING (5EE DETAIL 2, SHEET C-6) ~ UTILITY PLAN
r+ ~r cpn©uir c~ni c
L-24 L-25 L-24
WETLAND LINE SHEET NO. 30
T..'~"M~ IIIIIIII
L-24 WETLAND DELINEATION (SEE WETLANDS CALLS ABOVE) Cm7
30 15 0 30 60 OF
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ECM-EXISTING CONCRETE MONUMENT _
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PROTEC110N p' 10' PAVEMENT 10, 2' Q , ~ 1 ~ 2~~34~~
SEE DETAIL 3, SHEET C-8 } i/8 PER tfT i/8" PER 1FT ry~.
ASPHALT PAVEMENT ' ~ ~ ISSUED; 4-11-06
I t~ ~ ' tV~ DWG BY: JPM NTL
Q CKD BY; RMB ZLF
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( ) 2 S9.5A ASPHALT ~ ~ ~ ~ ~
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(SEE WETLANDS CALLS ABOVE) C=6
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wALE SIR-SET IRON ROD '%,~~""~~4,•~
S SWALE ~ ; ECM-EXISTING CONCRETE MONUMENT ~~~'`4J~frnuma~'~'~~`~\
SWALE F.F.E. 13.00 ' + ~ SCM-SET CONCRETE MONUMENT I EPK-EXISTING PK NAIL
F.F.E. 14.00 F.F.E. 14.50 ' ( SPK-SET PK NAIL o` P 7) o,
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~~;'r.rr,>~"•'..~"' ~ PROPOSED CURB INLET (C.I,) o sa i ' ~ ~ ~ ( ~ I
rr~~r YI N I c I PROPOSED DRAIN BASIN BY NYLOPLA5T OR EQUAL ~ ~ ~ ~ z a ~ a
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C EXISTING SANITARY SEWER LINE ~ ~ o ~ 8 E
~ ~ I EXISTING CONTOURS
18» HpP 24 .p,i. ~ 24 HDPE_...__ s:.., E-p.l. HDPE µ __~0__ 3 D.I. ~ - - ..D.L}~}-_ .I. H `C" 3 HDPE 1 HDPE- 4. I ------•11--,..._
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D.L~J D.1~1 D.L[~ D.LC~J . ~ d- ~ PROPOSED STORM LINE (SEE C--4) J ° " E
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(SEE DETAIL 2, 5HEET C-8)
L-24 ~ E-25~?~ t-Z{rC1
` ~WETLANp LINE (x//11
~ ~-24 WETLAND DELINEATION
C~ I (SEE WETLANDS CALLS ABOVE}
• I A -7 A
1
C•5 GRAPHIC SCALE
1"=30'
~ ~ U
30 15 d 30 60
~ ~ ~
~ ~
~ ~ o
W~~
_
.TOP=14.9 OR
FINISHED RADE
TOP~13. 8 OR 15 TOP=12. 0 OR TOP=11,9 OR
k FINISHE GRADE ~ pROPOS D T FINISHED GRADE FINISHED GRADE I IN ~ ~ ~ ~
A5PHA PqR OP 13.2 OR KIN A '
FINISHED RADE PROPO D A PHA 7 Q
PARKIN AREA PRO , ASPHAL SIDE ALK - FF .13.00 ~
PROP OSE ASPHA LT PARKING RoA ~ W
REA
12" HDP STORM pR0 OSED E ALT _ F 1
DRAIN PI 12 HDPE STORM 12 HD E STORM 12 H PE STORM E DRAIN PIP P A KING A ~ ~ 42 HDPE
INV=8.7 DRAIN IPE DRAIN PIPE 10 _ INV-$,31 INV=7. 8 ~ 0 INV=7 0 S7 RM
DRAIN PIPE 1 O ~
12" HOP STORM ,6 SDR 35 PVC I IN =6.97 12 HDPE STORM
DRAIN PIE PIPES ROM BUILDIN S E & H INV=9.19 6 SDR 35 PVC DRAIN PI N.4I~ INV=7,14 SAME f0 LINE ~j
PIPES OM 6 SD -35 PVC
PIPE OM BUIL ING BUILDIN 5 D & I 6" SDR- PVC PIP FROM BU LDIfiIG A
o J&C0. 145 8" SDR- 5 PVC FROM BUI DING A & B TO M,H. 5
LOPE- O, q, 221' B" SDR- 147 -8 DR-35 P PVC
6" SDR-' S PVC SLOPE O.4q
5 LOPE= 0. 5 , w 100 ""C7, SDR35 PV JEWER. PLAN OG ~ - C ASS 52 ~ p ~ 0.4% 5 PROFILE
BUILDING F & G ao w COAL TA
~ II D.I. IPE ~ jj ~ INV=6, 4
11 r: ~ ~ ~ ~ ~7 CJ i C~ ~ ? SLOPE 0.4~ d
Zr' N = II w ~ II Q it I rnZ z, _ Q ~
t- i d II Z N w~ z ~-Q~ ~a ~ dZ~
0-~ C7 ~ z ~ ~g~z~ ~ m~-~ 20034D~
U W ~ W r[1.f W N111~ ~ W W ISSUED: 4-11-06
¢ > days d Q~t Q Ll.? ~ Z ~ ~ z E- W ~ fY ~ ~ ~ ~ i~- ~ } ~ DWG BY: JPM NTL ~ a Z pD Z ~ ~ Z Z O CKD BY: RMB ZLF
REVISIONS
o+o0 0+50 T +o 0 1+5 0 2+OQ 2+50 3+QO 3+50 4+00 4+50 S+QQ +o0 5+50 0+00 6+50 ~+oo ~+5a
2
C•5 VERTICAL. SCALE
SHEET NO.
HORIZONTAL SCALE
1" = 30'-0" C=5
OF
Commerce Arent e CoMlommq~n}. U<r H',AL. {11.21-06)\A33213-SITEPLAN.dwg, C-5 SEWER PLNV AND PROFILE, IA?P00710:31:41 AM
- -

LEGEND `,``attll~tNU11{illlllllf- tt'„'!'/'/''i
EIP-EXISTING IRON PIPE MANDY FARMS SAD A~ .
SIP-SET IRON PIPE - ~ TYPE A BUFFER y
EIR-EXISTING IRON ROD , 51R-SET IRON ROD ~!i iI~!!,, ti
• ECM-EXISTING CONCRETE MONUMENT ~ ,I, 8'49'53"~ ~ a. .
SCM-SET CONCRETE MONUMENT ~ 404,53 ~ , . . , , ~y'r~'~.~,, ° .f 4» 453.3' , Y N 87 571 E ^^M'ff rr.N. , s srR.t.
' .y i4 ~D, y~"» _ r ~.wirr# . ~1»r,",~ 4 iG'" irr . r w» . u4 ' ' EPK-EXISTING PK NAIL ..-,~»I+r,., c_ 'd ' , , , , . , - ...ter" . ~ ~ t -
SPK-SET PK NAIL ~ _ _ , _....-.,~.~.:-3.,..- : _ ; N- XIS ING NAIL ~ _ _ r n
q, SN-SET NAIL ~ + ~ ~ n . _ W ~ ~ ~ ~ ~ llrypll 111111111 _ 1 ~ ~wr, ~ wA'r » . ~ri4 ~ a'~ ' , _ r rw » . wwr ...rr ~ ~ ~ 'j1~{Il Hrrlrrlfr~ _
1. lJ ~ ~ _ . ~ - PROPOSED "LEASED LIGHT" LQCATIONS , ; ~ ~ _ . ~ .III» , . _ sue,,,. s......,-_ . ..,...C~. . ~ 3 a
_ MAPLE AN ~ ~ ~1® F.H. PROPOSED FIRE HYDRANTS L E SUBSTATfON ~ ~ ...,`j.F.,~
-----~r W,M.EI~WATER METER U V ` CC'' U
,F,E. F NISHED FLOOR ELEVATION ~ ~ V a y,.... ~ ~ ~ ~
RCP--REINFORCED CONCRETE PIPE w M ' y y ~ rr
MH-MANHOLE w w ! ~ .r
~ _ r PROPOSED TRAFFIC RATED DROP INLET (D.L) w _ . ~ _ . x~a i4 .4 ? +Y .y Mr ~ Grp(' i N N rrrr q fi ,'t
PROPOSED CURB INLET (C:L) x o ~ , ,r r ~~M ,mow ~„a.:..-,. I:' a; ~ BALLOU ENTERPRI5ES r a rr, rr~~' DB 445/PG 433
Q PROPOSED DRAIN BASIN BY NYLOPLAST OR EQUAL ~ ° ~ ' ~ ~ , . ~ r GRASSED ~ (SPECIAL U5E) ~ ; , : PlN: 537612853828000 ~ m ,
S S ~ k
EXISTING SANITARY SEWER LINE ~ ca ' ~ R V GOAT STORAGE q z ~ J ' G .~x, e ~ V .w o~ Z ~ ~ EXf STING STORM MATER ~ RETENTION PQND ~,J ~ ~F~MA ~A~~~~~~~~~
~ ~ a EXISTING CONTOURS a~ ~ N~• a O~O J.F. p.. W x ,rt ~ ""r`rr
a w 1w0 LIMITS CF PROPOSED CONTOURS z ~ ~ o ,y ~ NEW MULCHED I t ( - ~;r w~ ZONE ,q~ g ~w~ aq~
w ~ o ~ FE DISTURBANCE . WALKING TRAIT, FLARED END SECTION f ~~'~q~~ 'a:` w~ ~Q ~a~~
PROPERTY LINE 3 A I +.r X-~-~.,. G ~ ~ ~ r ` W// CIASS A RIPRAP 0Op ZONE ~ ~
FEMA FLOOD ZONE m 0 1 RAI DUMP a STER o
_ _ _ _ _ , W~ ENCLOSI>RE ~ _o ~ ~
EASEMENT LINE(S) 3 .J " , ~ , ~ ~~~1. TYPE A BUFFER ~~~~a~~~a~~
F N IN i' I~ E CE L E ~ ~ • .ir
M1 Y.' M PROPOSED STORM LINE (SEE C 4) ~ r r„ „9r-~e „ „ ~~?rYyr\I4yr~r I -"'"~M~ z~ ~ ; ' J ~ N N G x x
s" V rrr
PROPOSED WATER LINE 5EE C-7 ~ 5•~ ~ ~ ° V= 'M,. w .a. , ' . "'~•.r s,,~~ ~ ~ ~ ari 4r, RAIN ~ ~ ~ ` ~ ~ ~ r _ as IN
PROPOSED SANITARY 5 W LINE - TYPE A BUFFER ~ ~ w;'~-:~ E ER (SEE C 5) H w 11 » ~K - V2 cis r b
0
P P f E 14.50 tp~ .1 - RO OSED FIRE LINE (SEE C-7) I'; h N~ O t ~ o ~,w
~"#########~##N 1 ~ 4
LIMITS OF DISTURBANCE BOUNDARY . ~ I w T ,.NDp p ~ ~ W~ i~~ ~ N Grp I+1V~ 9~ ' ` ~ ~
srORM ourLET ; ~ ~ F,F.E, l Q ,M - p T N ~ ~ h
0 RO ECT10 J (SEE DETAIL 3, 5F€EET C-8) a

® FF:E ASPHALT PAVEMENT ~ ~ c.~; „ . ~ o0D ,~pN~ S ~ N o
p ~ ~ X4 D.I. - 1
~ INLET PROTECTION F~ w,. ~ TOP=1 ~ »
{SEE DETAIL 5, SHEET C-s) pp INV-9.05 p,p-?.~.
~ z 4 4 . I . ` 7 ~ CONS RUCTION ENTRANCE a TOP-~~~.~ ti J INV= 6.1~ E I~ - ~ w
ce I 1 0 (SEE OETA L 4, SHEET C-8) .r w INV,$,6'f ~"ND` 4'X4' ~ T -11.5 ~ o
15.5 ~ r Q' ~ `pff D,(, , 4 d"``^
S~ e 4 . . ~ ' . * ~ 4X4 .I SILT FENCING n.1, 4 Q OP=1 .8 i c.,, ~ INV=fi.~ ~ _ AI IN
SEE DETAIL 2 SHEET C-$ ° - 2a" ( ) P=14,8 W NV~-8. 1---. Hap 1 . P1p f
-n-- -a- _p ~ 4 4
WETLAND LINE Q}~ , , ~ 4 ' =1 .6 ~ .Ye1.r. J J ~ i y I~~1 ~ =1 .V ~ ' u ~
T _ , INV= ~o" ~-z4 WETLAND DELINEATION LIMITS QE O 4 4 .I ~ ~o„ ~ ~ I ! , T =11.5 ~ A IN =7. 1" ~NDp.r~ap 11 gg
E ANDS A A + INV=8.87 p (SE wETL C LLS ROVE) DISTURBANCE ~ P= a ~ ~~NV=715 D,r. " IND=6.6U 1 k ~ ,
ti , I 1 4 ~ a. ~ ~
CY ~'~o f i2 14' 4' J ~r. LIMITS QF :I. I
F ~.a , To M wAT• N T.,~ ~ X S R C"R 0 ES. I ~ ~ ~~~£hoa l ~ 1.$ ~ af~ DISTURBANCE
! ! D, t, ~ T P=1 .9 1 L ~ r W I'
1, ALL EROSION CONTROL STRUCTURES TO BE IN T P I N ~ : Fi: F I S ALLEO R OR TO A Y i .18,00 - INV= 7. PHASE BEING DISTURBED, ~ ~ ~ ~ ~.so r l N~ J J .
1 E ~ , ~ ppP- 2 ~ T w 11 . ~ ~ R A
2. PLAN SUBMITTAL IS FOR ENTIRE AREA. PHASING IS FOR 'DISTURBANCE , , ,e• AREA TO COINCIDE WITH BUILDING CONSTRUCTION. ~ y' yl
.r, ~ ~ ~ ~ ~ a
3. BULKHEADS TQ BE CONSTRUCTED AT THE REAR Of BUILDINGS D, E, F • ~ . ~ ,00 13 ~ " , Q ~Q
AND G TO MINIMIZE DISTURBANCE TO THE WEIIAND8 AND TO THE 30 ~ , y ' ' .DRAINAGE EASEMENT, ""4wr. 12 rti,~ } 1 ~ ~ ~ N ~ Q
~~~yy{{-rr 11 . 1 R INI(~\r"rµ I L c.F. 72p J 1 i i / V'<IILL18:, t1YJ .J~1~~~ E. Vi\ A
4. ALL SURFACE RUNOFF TO BE DIVERTED TO EXISTING STORM WATER POND. _ . _ , f;F,F
5, STORM WATER POND 51ZED IN ORIGINAL STORM WATER MANAGEMENT ~ JQ "fir;,;, . _ ~ . . to I J 5/PG 585 ~ 0 =12.5 ' ~ ~ ~ PIN: 637615649907000
PLAN APPLICATION TO INCLUDE BUILp OUT OF THIS AREA, ^ 4
6. ALL DRAINAGE TO DRAIN TOWARDS CENTRAL PARKING LOT,. TO PRIVATE ~ - ~ ~ ,a ~ ' D.I. ! lNV=7.75 ~ ~ x
DR VE ND THEN 0 E fST1NG OND. • > . - "~-M, - t< 'E 14 +ti„ .op OP=12.5 I l J~ F~:~. r4,oa J NV=7.44 J ~ ~ J 11, ~ ~
7, STORM WATER RUNOFF DESIGNED FOR THE 1OOYR PRECIPITATION. EVENT, '~'""•.w, ~ ^ ~
J w ;~~I C7
8. ROADS AND PARKING ARE PRIVATE, ~ ~ ~ ' ~ ~ 4
9. WATER, SANITARY SEWER AND OTHER U11LIT1ES AR"E SNQWN ON UTfL}IY ' _ =14,~ B ( ~ ~ ~ ~ ~ ~ INV=7.5 1 ~
PLAN SEE SHEET C-7, ~ ~r ~ J ~ ~ R
TYPE A BUFFER 1D. ALL DRAINAGE STRUCTURES, PIPES, GRATES, BOXES MUST BE TRAFFIC ;j . ~r,~,~ H ~ ~ ~
RATED EXCEPT IN LAWN AREAS. N~ ~
ELEVATOR BETWEEN ~ ;I 11. NO STRUCTURES LOCATED IMTHIN THE 100 YR FLOOD PLAIN. GUNNERSEN, GUNHILDE ,
2 BUILDINGS " l ~~~t~ a ~ ~ ~ ~
12. EXTER#OR DRAINAGE (WETI,ANgS} SURROUNDS THE AREA AND BY PASSE'S DB 31 PG 443 TYPICAL , b THE STORM WATER POND, FOR CLARITY, ONLY INSIDE EDGE SHOWN, PIN: 63761564 SIGN ~,TO MHC
OUTSIDE NOT SURVEYED. 0258000
SIGN REQUIREMENTS ~3f , ~MENTS} ~ Mrs ~ A
L.i M i Ts of AI A I ~ ~ ~ J ~f ~ l~ 5p, ~~~~E T74:~~~ ~ W
DR NBS INV= ,8 ° I
DISTURBANCE ~ J t ~ n 1320 J ~
_ 1Q AREA= 278,272,36 S,F.-- 6.4 ACRES N ~
~ ~ ea ~ L LOW, LLC
CJ ~ ~ DB 785 f G 644 ~ l ~ ~ J r~ 1323 ~ 7 , ° J~
~ ~ PIN: 637615644819000 000 J ~ f ~ I~ EXISTING ~ r~~++
N~ J f ~ 1~ SIRE J
1 l~ il~~. HYDRANT ' I 1
I ; ~ ~ ~v t sro~~ WATER
l 0 J~ ~ 1 N( PLAN
I
~ ~ J J I ~
I ~ J J
I J I J
I J J ~ nn c~
~ I J - , 4~~
~ti 1 I I ~J ' I . I IssuED: ~-1~-as
~ J~ ~ J J ~J DWG BY: JPM
r a~ ~ I j J ~ ~1 CKD BY: RMS
N ~ ~ R~VISIQNS
~ STORM WATER PLAN
t'+ A rpnoui~ c~nl r
~,wy / vnn~i"i n
40' SHEET NO.
C=4
40 20 0 40 80 OF 1)
5:BLibra! -A2006kA 3213-Co rnmorceAvenue Cc nd,,ominiu:ili, ;wdinr-1I'Ai.(11.21.06)1A33213-SITEPtAN.dwg,C-1S'I"ORMN'AfE,R,I/17/NO710:25:29AM

L LEND . \ \ \ \ 1 / q 111 I I I i I I~1 !
EIP-EXI TIN {R N PIP r"` • • S.S, s G o E , y y"'~., MANDY FARMS S D / MANHOLE
SIP--SET IRON PIPE TYPE A BUFFER 7.54' TOP EIR-EXISTING IRON ROD ~ , • . S.S.MANHOLE a`'w~~ ~ ~
SIR-SET IRON ROD y y y y , , 0.20' INVERT • , 8,67 T4P , . y --0,83 INVERT - ~ ~ ~
ECM-EXISTING CONCRETE MONUMENT ~ , , " 5.W. -..$8,49 53 E 'r ' • . 453.03' = ~
SCM-SET CONCRETE MONUMENT I MANHOLE , , 404.53 •''1 . • ' • , N 87 ~ 714 ~ ~n.:a....r . r-.~-,,,,,/,f • : ,/rLi.-'7i.L~'- : ~6? U w~~`
EPK-EXISTING PK NAIL 7,95, TOP y , y--- • • , . 0.70 INVER SPK-SET PK NAIL --t7• r.i.w.r...... w~...r4 .r~.nr~~•M`~'~,,,i,~,. .~~'lwi4!"~.iiY/''• r ut ,r It • ? * y ~ ~ + ~~/G//i,, ~~~'1'~~\,`\``~~
EN-EXISTING NAIL _ _ , •
SN-SET NAIL ,4 y y y ' ..,.ffi y..... ~W y 4k y y y y W y ~ .4 3© s n n U t,... . ti ..er. • . wr . ..u.. _ • mss.... +.r. • ari 'F .wr~wd~' _ , .rw e • J
~ _ PROPOSED LEASED LIGHT LOCATIONS C &L ~ , S S-........... ~
C~1® -F.H. PROPOSED FIRE HYDRANTS MAPLE LANE SUBSTATION -~......_.:q~
W,M.? ~l-WATER METER ".`.~.'G. F.F,E.-FINISHED FLOOR ELEVATION 4 ~ ~ ' , . ~r , , -•....,.,.,/r ~
ti ~ ~r • . y m r. RCP-REINFORCED CONCRETE PIPE c~~ y y y y y ~ ~ i I r ~ ~ ~c, ~
MH-MANHOLE w ~ ~r
°~O PROPOSED TRAFFIC RATED DROP INLET (D.I,} ~ y y y y r y ~ . . ~
PROPOSED CURB INLET C.l, ° ~ :^u ~F,~ ( ) ~ e-,° ~BALLOU ENTERPRISES
PROPOSED DRAIN BASIN BY NYLOPLAST OR E UAL ° ~ y,.; Q W ~ a ~ ~ R ~y ' G ASSEa 1 ~ DB 445/PG 433 (SPECIAL USE) ~ ' ! ; P1N. fi37612853828000 4
~ ~ a w m ~ ,y '^.yy.r!r six ~ r~~rn xr (n~ ~
EXISTING sANffARY SEWER LINE i;, ; • R V B 0 A T ~ TO R A G E
o ~ ~ a ~ , ~ . 4~ ~ m ~ ~ , 'Z , X o EXISTING STnRM WATER RETENTION P N ~ 1 x~~~
EXISTING CONTOURS ~t, ~ o DLO ~~~~a~~
PROPOSED coNTauRS ~ g F ~ za; ~ MP NEW MULCHED ~ ;ao zo,v~ A~ s , ~ ~ ~
w o ~E DISTURBANCE PROPERTY LINE qww 11~ , ~ • 1 AI ASi s. ~ WALKING TRAIE FLARED END SECTION ~ d ~0.or~8s e~~
s , . ~ " " MANHOLE ~ ~ ~ MA~LOOD a ~6~~~~~~~~ ~ W. l CLASS A RIPRAP I ~ I ZONE X ~ ~ ~ ~ ~ ~
FEMA FLOOD ZONE ~ c, 1 A i 14.31 TaP ~ ~ m ~ DUMPSTER ~ ~ I ,=5.79 ~ Q~~~~~~a~~~
' , - "'~----...,3.87 INVERT ~ --.y _ _ _ _ _ _ ~ W/ ENCLOSURE
r r rr ~ EASEMENT LINE(S) ~ , 3 r _ ~ ~ ~ TYPE ABUFFER = gs~p~~~~~~~~~ ~ ~ ~
x FENCE LINE ~
x.. ~ ~ ~~c'
PROPOSED STORM LINE (SEE C-4) ~ -~....~+r °w, 1.7
~ v
PROPOSED WATER LINE {SEE C-7) .e.. ~ ~ y,~ 1 -r' - - = .4 ~ _ ~ ~ f ""mss s,,,~ ~ es~ro ~ ~ ~ r O x
PR P ANIT Y W IN a asEa s sEE L E {sEE G s) TYPE A BUFFER ~ w rr 1,
H w 5.~. ' ' ~ C
P FI PRO OSED RE LINE (SEE C--7 I ~ ~ y, I s
LIMITS OF DISTURBANCE BOUNDARY ~ ru . . 1.42 TOP I.. 0,1, ~ ~ ~ ""'a"'~,r INV=~.~~ ~ a
STORM OUTLET I ~ 4.67' INVER ~QP- ~ v x ° ~ c
X ~~""j r4 PROTECTION I ~ ,8 I ~ --w~w~~~ s r~ ~ ~ ~ ~~~E'RI, N ~ ~.a. Irv p~~ ~c
(SEE DETAIL 3, SWEET C-8) '
~ , ~ ~ F~~~~~N ~ r U ~ a
~ ~ F. ASPHALT PAVEMENT ' o~~~ a.o~ ~ pop 2qN~,..~~ ~
1 D.I 1 ~ ~~;1
o~n . ~ y INLET PROTECTION , ~ I TOP=1 F 0 ~ 3.9 IP ~ TAI
(s~E aE L 5, SHEET c--a) 0 INV=9.05`- o - _ p4 , I. ~ .
CONSTRUCTION ENTRANCE ~ CE ' :w oP=13.5 - ' ~ INV=6.1~ - _ ~ ~
(SEE DETAIL 4, SHEET C-•8) t I iN r V 8.6~'f J 4'X4' I. ~ ~
--.w.., 1 sF,°°, ~r5s ~ 44 ~ / ' T P=11.5 J ~ J ri
SILT FENCING • r 4 oP=1 ,8 (SEE DETAIL 2, SHEET C-$) c,?, ~ J INV=6,9 ~ ~ 1 A 1N jfl~ V
y OP-14,8 NV=8, 1 L-24 L-2S t-24 ' ~ ~ V
.....o.... , , .~.o_ {NV-9,25 I ' 4X4. e ~ f J ~ ~ J~'jr _
WETLAND LINE ~ p,! 4 X I, =1 .6 ly . ! ~
~ z4 WETLAND DELINEATION ~ =1 INV= . 1' LIMITS OF 4 ! ~ A V= . 'h p- 1 1N1p7-660 J ~ ~ I '
(sEE WETLANDS CALLS ABaVE) ~ INV=8,87 I DISTURBANCE T 3 I ~v=~.1~ r - ~ ,
- ~ ! V= .d~ p.
I f ~ J I ~ ~ 14 4 .i, J J LIMITS OF
SF , * y ~ 4 4 D.I. ~ ~ D,r ' D.I. J = 1.8 DISTURBANCE I NV-7.20
TOP=1 .9 I ~YE'i'LANDS CALLS 1,.33..ACRES / F~~ ~
r~, INV=7,90 ao y. a 7,9a J J I~ f ~ ,
COURSI', BEARING DISTANCE E ~ / { i~, ~ P= 2 ~ ~ _1~ - Ai l
L-1 N 02 02 11 E 34,20 T~V=~.~. ~ ~ NV=6.~ ~
L-2 N 61 34 52 E 29.14 ~ ~ ~ t FF ~ ~ I c~
L-3 N 08 25 q4 E 47,23 • , . --ro_. l t fl 1 . ~ a a to ~
L-4 N 06° 15 14 ~ 40.13 . , .k ° y ~ ' • , , t2 w ~ j~ N ~,F G-{'
L,5 S 65 25 5 li 81.29 . , , q J
L- 6 S 89°49' 15 "YI 85.31' ' ' ` F ~ e. r q~ r' ° N , 3 c.~ ~ J J J p WiLLIS, RUS;;ELL E. JR ~ 1--~ ' ~ I J J , ~ DB 876/PG 585 ~ ~ ~
L-7 N 88 20 q8 W 92,45 5 '
L-8 N 89°49'00"~ 70.34' - „ C P-1 ,5 PIN; 637615Ei4~3907000 I G ,a ~ 5 5' I. INV=7.75 ~ ~
L-9 N 24°05'36 1I 26.631 • y y y ' , ```~1.,, ~ OP=12.5 J g J I ~ ~ ~ ~ h
L-10 S 79 40 26 lY 33.20 ~ ~:F, r~.oo 0° , L-11 S 4 51 44 31.11 ~ ~ y ~ ~ ~ ?~.oo NV=7.44 J w ~
L-12 5 57 5100 irY 43.54 SF 1 , r J ~ ~ ~
L-13 N 87 47 06 1~ 91.87 e~ ~ A_ B ~ ' 'X5' I.
L-14 N 61°33 55 W 39,14
L-15 S 87 34 4 85.70 y`'~~. ~ ~ INV-7.5 ! J J
L-16 S 43°04' 17"E 49.98' TYPE A BUFFER .a i ~ j n r.. , h
L-17 S 74°01'48"W 85.15' ' 4. J ~ ~
1 11 1 ° N\F L-18 S 79 57 28 lY 120,29 ELEVATOR BETWEEN l
.J ~S4 , L-1~9 S 65°08'52"i9 32,09' GUNNERSEN GUNHILDE IN 71 2 BUILD GS ~ ~ J r g~ ~
p ) 41 ! S 0 5 45 ~ L-20 ~ 5 79.33 DB 317/PG 443 TYPICAL ~ , ' d, r
L-21 S 03°27'31"~9 97,59' PIN: ~ ~ r,~ SIGN {TQ M~iC 637615b40158000 HC J ;r ~
L-22 S 15°52'54"lY 98.85' SIGN REQUIREMENTS ~ ~
'~•r L-23 S 26°26' 19' E 18.08'
L-24 S 76°19'50"E 61.13' P I w
L-25 S 80°25'38"E 72.81'
L-26 S 78°56'41"E 74.55' ~ L MITE OE 1 Rai A IN D f~ 50'~ ~A~E ~~4.~ w
a S.S. L-27 S 88°29'41"E 51.35' INV= ,80 j „ DISTURBANCE ~ s.s, R1 ~ s ~
L-~28 S 88°56 25 E 41.17 MANHOLE 11 ~ ~ i MANHOI-E 0132D
L-z9 S 76°445s E 61.83 AREA=278 272.36 S,F,- 6,4 ACRES N ~ 4.42 Tc i 4.42' TOP J S'--...,, o f ~ o
L- ° ~ ~ A 6.11 INS 30 S 72 49 34 E 57,85 B L SLOW, LLC ° d C 6.11' INVER ~ ~ ~ --..5 7g°~ ~ -
L-31 S 502917E 33.11 ~ DB 785 PG 644 ~4 1 r~1323 T7
~ ( PIN: 637615644819000 9000 J ~ ~ J~XISTING
~ ~ , r ~ ,°nrac ,7 . ~ FIRE
TOTAL SITE, 440,100 S,F. = 10.1 ACRE5t HYDRANT J J~. ~ J J
TOTAL IMPERVIOUS; 200,767 S.F. = 4.6 ACRE5t
AREA OF DISTURBANCE: 278,272,36 S.F. = 6.4 ACRES JN` , ~ J ~ EROSION &
Jc~ ' I 1 SEDIMENTATION
i i J CONTROL PLAN
PROPOSED SITE CONSISTS LARGELY OF AaA (Altavista, loamy l fine sand), EXCEPT WETLAND AREA Ap (Arapahoe, fine sandy
loam) ~ ~ J ~ J ! J~
NOTE: Approximated from Carteret County Mapping Website. I J ' I J
2' ~a, PAVEMENT 2, ,o' ~ ~ I J J
~/a• PEP iFr i/s° Pea tFT ~ ~0~34D~ i ~ J Ji
N 1 ~ J~ ~I J 1, J ~ssu~o: 4-~~-os
~ J° ~ ~ + J ~J DWG BY: JPM
l~ cl« eY: Rtes l ~ ! 1 J l roI
sM A,a.c. C ~ ~ REVISIONS
a 2" S9.5A ASPHALT '
EROSION &
~ SEDIMENTATION CONTROL PLAN
SCALE: N.T.S.
C3 r_~ I;RAPNIf' ~r~l ~
1 - 40' SHEET NO.
C=3
40 20 0 40 80 OF 11
5 ;rar-/A2,106\A33213 - Commerce Asenue f o ominli, ns i ;i: INAt, (11-21-46)(,4332!3-S1TEPtAN,dung C-3 C&S,1117j200710:24:39AM
w
ya
- -

vvVvav1Nq{IH~~yl~lllllti
LEGEN
EIP-EXISTING IRON PIPE . ~ MALADY FARMS SAD y1 ~
SIP-SET IRON PIPE ' , TYPE A BUFFER Y
EIR-EXISTING IRON ROD owe
SIR-SET IRON ROD ~ ~ ~ / ~ .,S , $„8, 49 53 E ~ ~ ECM-EXISTING CONCRETE MONUMENT ~ . , , 404. ~3 , ' N s7.5~'~ a~"~ 453.a~ ~ ~
SCM-SET CONCRETE MONUMENT ~ •
EPK-EXISTING PK NAIL ' - . • ' ""-*:.~e'"' """C7' ' . ~.,.+W .rr+ w..ww~'d'0'S~' ~r r a k • r w .1. * ,4 t r t trttyglplllitll"+N~\\\ s . ~•~11'utnupr~4
SPK-SET PK NAIL
EN-EXISTING NAIL ~ ~ ~ ~ 3~ . - NAI SN SET L CP&L
¢ PROPOSED LEASED UGWT LOCATIONS _..5.'
-F PR P FIRE HYDRANTS MAPLE LANE SUBSTATION _._,t.. --r. -..~..G.
W,M. w -WATER METER 8. a ~ . , CI ~ ~ a ~ ~ I ~ Z
SI ~ X F.F,E.-FIN(SWED FLOOR ELEVATION U S DE . i ~ ~ ~ ~ ~ ~ ~ ~ ~
RCP-REINFORCED CONCRETE PIPE ~ ~ f 1'gACk' X w w X
MH--MANHOLE ~ X a PROP SED TRAFFIC RATED DROP INLET D.L ° vi ~ , 1 ~ ~ , ' : ° ~ . ,*,3 { • SALLOU ENTERPRISES ~'•~~•rq l
PROPOSED CURB INLET {C.I,) xw o ~ •y. GRASSED w~ Q PROPOSED DRAIN BASIN BY NYLOPLAST OR EQUAL > ~ o ,y .:~v a w ~ (SPECIAL USE} ' ~ ;~PIN;D 637G~28.53828000 ar~~~~ z°o~~
~y R V B O S
. AT 1~ORAGE EXISTING SANITARY SEWER LINE q 2 ~ ~ ~ EXISTING NORM DATER "RETENTION POND r ~ ~~EMA ~BarB~~~,~~
2 M ~ X O A Q~~ S. ~-~L
EXISTING CONTOURS o ~ ~ ~P ~ NEW MULCHED ~ p,, g, F pE 5.0, ~~o"s_4$e~~_a~
PROPOSED CONTOURS z ~ o , . MA ; ~ w ~ 4 y ~k d• IO~w~J9ACy D~~ WALKING TRAIL, FLARED END SECTION ~ ~p
W ~CLA5S >.~as RIPRAP ~ C ~ooD zONE x a ~ _ °ys
PROPERTY LINE z ~ ~
FEMA FLOOD ZONE ~ ~ ~ ° ' TYPE A BUFFER ~o~a~~~~~~~o
' - _ W/ ENCLOSURE
EASEMENT LINE{S} 1 P
1 _ x x ~ ~
FENCE LINE ~ ~ ` `~1ro' PMWV IS 1 I X571 ~ NG ~p QUERN ~ ~ ~ ~ ~ ~ ~ ry ~ ~ o
~,x ~ ~r PROPOSED STORM LINE SEE C-4 ~ ; " ( ) o
~ BUFFER EIECTRJ~--.,~ , `'w-~ ~ o ~ ~~E Eta ~ v~ ~ w b
ROPOSED W E L E ( ) I . ~ _ . - ~.,~n ~ , P AT R IN SEE C-7 a ~ U
-r.....r-.r--.r~-..r--~.-- _ TYPE A BUFFER ~ H 1` PROPOSED SANITARY SEWER LINE (SEE C 5}
o N w J z ~ a
PROPOSED FIRE LINE (SEE C-7) ~ ~ _ c
~ ~ 28 x a°
LIMITS OF DISTURBANCE BOUNDARY F.f ~ _ ~ ` ~ EkISTIN ~ ~ ~ A,
STORM OUTLE • •
0 PROTECTION q SEE DETAIL 3 SWEET C-8 ar > o ~'~S I n ~e
{ } ~r , ~ e ~ ~ R FFE 13.00 DRASS 2 00 ~ ~ 3, 6
ASPHALT PAVEMENT ,^,aa~ ~ ~ V''~~ a °D,! 2
ti,~~ ° 2¢,Op, ti o~ ADA R P S I I ,,nQ ' ~ ~ 9'
V" ~ ~ GRAS CONC, STRIP t8 ~ i s INLET PROTECTION ro OH LIGHTING • , ~r - n ~ ~
IP SEE DETAIL 5, SHEET C-8 p0 D.I. ~ ( ) p ~ ~ ~rz
,;..'CONSTRUCTION ENTRANCE C&G { ) ~ S~p 4~ a ' ~ ~ ~
ce ~ .SEE DETAIL 4, SWEET C-8) ° 12.a , D.r. 9 18 cRas ( ° a o aH I,IGHTINc ~ ! ) ~ (
o . r ~ o C.r, ~ ~ J
SF N cv D.1.p H LIGHTING 1 x.63'.... 77 S SILT FE CING ~ GRA 3~ SP p E I ~ 4 ~ 2g 1p E~ ~ QD.1. ~ ~ ~
(SEE DETAIL 2, SHEET C-8) ~ ~ GRASS 9 t CdcG (lYP) X S D,t,
t-24 ~-z5 ~-24 ~,J 27 24,aQ . , , • 0 ~ C&G ( } ~
WETLAND LINE C7 ~ ~ ~ ~
l-2l WETLAND DELINEATION Y` ~ C&G P
(SEE WETLANDS CALLS ABOVE) ~ 2t Sp D.l. , 21 ~p C7 +w
i~ 9 X OH LIGHTIN ~ ~,1. ~ ~ ~ ' t~-~
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' ` ~ I e t~. D.I. d 8 I:H a j ~ J f ~
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. , ~ ~ ' ~ N`F ~ ~ ~ c,1, ~ ~ ~Q WILLIS, RUSSELL ~E. JR ~ ~ ~
O Q g ~ , - as pD,r J ~ ~ DB 876/PG 585 4 ~ ' ~ PIN: 637615649907000 r"1 r~
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• a. r as e-„`^• y_
~ F,F .,,r,` ~ ~ ~ 14,pp FF~ 14,00 ~ ~ ~ Q ~ $ ~ J ~ 1 d ~ 1 t.J ldd ~ M~1
~ ' ~ ~ ~ '
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r PARKING REQUIRED: ~ ~ ~ ~ ~ ! sz °0~ H ~
. NIT = 4 PA s TYPE A BUFFER 120 UNITS x 2 SPACES/U 2 0 5 CE , P 120 ~ 6 - 20 $PA~~~ ~OVERFL~OWl I ~ ~ S~'e E ~ ~
N F ELEVATOR BETWEEN ~ , ~ 6 l 4,
. TOTAL = 260 PARKING SPACES REQUIRED GUNNERSEN, GUNNILDE 2 BUILDINGS ~ H
260 PARKING SPACES PROVIDED D8 317 PG 443 TYPICAL / SIGN (TO MHC HC ~~A
pN~LUDES 9 ADA ACCESSIBLE SPACES) PIN; 637615640258000 ~
SIGN REQUIREMENTS , ;EMENTS} J y:.~,.~y J o ~ ~ ~ W
RV BOAT STORAGE = 300 S.F. 3 UNITS = 12,(300 S.F, g~C,~,,,1~., ~ ~ ~ r
• F 1 M.H. UNIFIED DEVELOPMENT ORDINANCE- MINIMUM LOT SIZE ROM 3.2 C.
I NIT 5 b00 S.F. EACH ~ . MULTI-FAM LY 1st U , ro ~ ~ RLA.N~ ~ ~ ry J ~ ; F+~i
~~,~IT,j(~NA„l UNIT 3.QQq ~.F, x 119 = 3 7,000
IR 362 000 ~ TOTAL PROPERTY REQU ED _ ~ I.Ir.~ f 1 ~ a 1320 1
, • PROPERTY SIZE READ: 362,000 S.F. 44Q,1O0 S.F, PROPERTY SIZE PROVIDED N\F s ~ W
~ " BAL FLOW LLC
• NCSBC TYPE V UNPROTECTED, a ~ DB 785 PG 644 ~4 ~ I , c~ 1323 ? 7q., Og' ~ l
/ 9000 ( ~Q XlSTING !
• TOTAL LOT SIZE: 440,100 S,F. ~ PIN; 637615644819000 • IMPERVIOUS SURFACE: 200,767 S.F. (46%) raj
~n HRDRANT '
• LOT COVERAGE: 16% PROVIDED ~ ~ f I I
MAx. REQUIRED 1 Ir-; ~ ~I SITE PLAN
I~ ~ I s`'
~ 1 F R UiRED ~ NATURAL OPEN SPACES, 15 q REQUIRED {66,0 5 S. EQ ) p ~ ~
• USEABLE OPEN SPACE:. 10% REQUIRED (44,010 S.F. REQUIRED) I l ~1
I ~ ~ 1
• BUFFER: TYPE A {ALONG PERIMETER) 25' STRIP W/ O.4 CANOPY TREE, I i ' I f
0.8 UNDERSTORY TREES AND 1,2 SHRUBS PER 100 L.F. . ~ ~ ~ 2~0340~
I F R I P AY PURPOSES ONLY. ~ PROPOSED LANDSCAP NG IS O D S L • ' ISSUED: 4-11-06
NI r
• FIRE HYDRANTS ARE TO BE LOCATED BY MOREHEAD G1TY FIRE DEPARTMENT. ~ r\ J ' ^ DWG 8Y: JPM N1`L
~ j j° ~ + I U) CKD BY: RIB Zl:~'
• NEW 30' UNDERGROUND ELECTRIC EASEMENT 1S TO BE PERFORMED BY CP & L. EXISTING t ELECTRIC IS NOTED ON SHEET C-1. ~ ~ ~ ~ ~ ~ ~ ~ REVISIQN5 N
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~ SITE PLAN
C.7 GRAPHIC SCALE
1 40' SHEET NO.
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14 x 08 ENO OF 30'" RCP INVERT 7,50' 12 90 I(
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CALL TABLE FOR NEW WETLANDS: ~,I W.3 14 x 44 Carve Beoring Dletonce ~ 14 57 0 9 99r-
-1 N .50'29.17 W w x22 14x07 1 x x l x~ o 0 0 o I
5 14x22 1 N 24934 W ~ N ZB'44 59 w i,
W-5 8 25 W W-8 N 41 W L 4 x 18 x 71 9
- N 7 41 W 74.91 o 0 0 0 ~ ~ 13 10 ~ CUEM OR PROJECT NAME:
W^9 N O'2 W 1 1 .1 0 ~ -N~ w-,o 7s~sso w s~: THE FLOOD ZONE SHOWN HEREON AREA NAVD 1988. THE SHOWN .s~-.. ~ 1Jx42
W-11 N 9 W 20. w-12 1 ~ 4 i . 4 I ELEVATIONS HEREON ARE NAVD 1929, TO CONVERT SHOWN 15`-' Q ---'s 13 N ~ 97.33 ~ EL A f $AL'-- FLC3 IssuED: 0~-~1-os
- 4 N 'ss45 s, j EV T ONS TO NAVD 1988 SUBTRACT 1,04 FROM SHOWN ELEVATIONS N '3 13 E r 4 x 5t ~ UPDATE ToPO DWG 8Y: OTHERS
w-1 e 1 f 17 N 74Y11 E 85,15 I t`~" f \ 1a 22 CKD BY: RMB i5 j TOWN Ok': MORSHEAD CITY
W-18 d 4 E 4 ~7 W ~1 p1 ~ I SCALE 1"= 30' REVISIONS
W-20 S 81' E .14 - 1 '4 91.8 TWP; MOREHEAD COUNTY: CARTERET NORTH CAROLIN
57"510 E , 4 1, ~ 144 E i,1 ® 1 n X 7 3 2 4 PRESENT OWNER: SAME AS A60VE
W- 4 N E W-26 5.89'49 0 E .....70.34. 1 1 tra i 3' S/13/oa,N~wvweru~NOs 1 4 3 13 ~ ~ ~ ~ ' ~'`1 ~ ~ ~ 74 OQ ~13 1 R JOB : 04207BA NEWCONOOINIUM
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1• V I V I ^0 _ 6'1514 7r ct grans. U TEOF FIELD SURVEY: 2\9\04 DATE OF MAPPING-.2\9\04
0 . w0 4- W W- S 6 W 29.14 U2,02,11- w -m SURVEY BY;JIP PRAWN BY;JIP HECKEO BY:JIP SHEET NO.
w-34 s 79-34-42- F 31.14 GRAPHIC SCALE - FEET - / / 6.18' INVERT a Bbl- JAMES I. PHILLIPS LAND SURVEYING PA
lK !-ISISNWOFM16MIE1MASMOF1 111MiIIA 14- f LAND SURVEYING AND PLANNING
i ® sb' x Ll- 21 1210 ARENDELL STREET 14 x 12 ~ ~MOREHEAD CITY, NORTH CAROLINA
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