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Q ~ / I' u or C ~ ` LOIE 3:1 SLOPES AND SLEEPER '0G ~ ~ i ; / r 9 ~
LEGEND PROPOSED • y • ~ ( ~ ~ \ T ~ ~ '~F WI1H NORTH AMElO('~AN GREEN h ~ s Y 0 ' ~
PROPERTY LINE ° ~ I _.J•- - - S150 OR APPROVED OTHER ip ~ ~ ( ) F r o~ \ ~ a ~ , d
1 1' ~ ~ ~ ~ - ~ Tt TYPIt'~AL ACROSS srtE. . Fo c~~. • ~ ~ R~ ~ ~ Z
RAW LINE QS~~' ti ~ ti _ % ~ I = F ~ ~ ~ - - - i . "fir , ~ ~ r -
- - - - - EASEMENT / ~ FF °r I Ex1sT, sMH ti Q / ti ~ = i v , Nr RI11 702.34 ~ or J p ~t ?o \ TA \ ~r
- UNSURVEYED PROPERTY LINE / o tib ~h• ~ r " ? SHELE=s9s.14 ' i ~ ti ~ ~A? r Y O V1 r ~ ~y _ `ri
°1 ~ 9 C/L INV=895.13 ~ - - 1' CONTOURS ~ ~ ? 3 WDE CURB dR. PRONDE ~ o o '1}' ~ LL 1 A \ \ 0~ Z 0 s
5 CONTOURS CLASS 1 RIP-RAP 24 DFF~P o Fa ? ~ , i ? ! A Q ~ . 0~,~ . \ ~ ~ / \ TO
ON LAYER OF NON-WOMEN ~ ~ ~ ~ \ U R ti t ~ O
--r r TELEPHONE ~ ~ ~ ~ l~dlD(RF FABRIC (10 x15 ~ or A~ ~ ? \ ~A \ "1 ~ F V 1 r y
---s - s SANITARY SEWER ' /p ~ F r ~ ~ O ~
8 LEVELS ER _ _ - ; ~ F ~ w ~S - - --F - _ a.- - OVERHEAD POWER LINE ~ ~ ~ F . , F NC ONECAII o~ , ~ ~ 0 .p S ~ , \ ? ~
31 ( - i \ ~ R Nl S ~ (R T - ExlsT. swH ~ 5 ~ q w w WATERLINE RIM•703.28 I • ~ ~ R \ e W ~ ~ Y ORE OU D!G \ ~i, , .
Nfi S ~ , SHELF-894.8, EASE .E , O w~ . R, ~
- SE i ~ ~.nJ~~J`~J~JU WOODS LINE c/L tNV=893.88 ~ 6 ~ ~ _ _ _ ~Z ~ ~ \ \ ~ •s W
N B. I l \ ~n, POWER POLE < ~ ''~+r ~ '
C I ` # LIGHT POLE F' 0 y I / i ~ ~F r H \ J - o < ~ ~ 1 $~-632-4 4 r 9 9 r F Q . a Y . , O ~ ~ o
F ( ~ ~ F \ ~ ~ti N ~ ~r F iPF 0 IRON PIN FOUND "I ~ •M ~ r J~ . l o' p i 'l¢ i \ F ~ ~ AVOID UTILITY ~ r.• , R ~ Z ~
\ ~ ~i q F B ~ `'~T S Y ~ 0~ , T o F ~b `~NT o s ~ ~ ~ A \ q
~\o . j ~ ~ ~ DA#riAGE O ~b ,
•o
LEGEND PROPOSED ~ ~ l ~ ? ~ ~ ~o ~ Q ~ \ ~ Z `df ~ ~ Q ~ ~
~ - R., ~e GRArE=7 . 4 Oq'~ ' . ~ ~ r
- - - - INV.=sss.4s ~ ~ 1 _ ~ Oi; ii- DRAINAGE STRUCTURE Ac PIPE LOT UNES ~ ~ _ 00 Y ~ ~ F I ~f l r W
~R Op , 6 ~M 0 LI s 1x12 28' - - ALIGNMENT CENTERLINE RATE= .78 I ~ 3)Q NE FABRIC INLET PROTECTION I = ~ 0p.- 1 s 30't2'p Z ~ ALT. If IS NZON PIN SET LL
28 . s94. ; ~ X11 _ _ - EASEMENT - i ~ ~ - i ~ ~ ~ ~ ip r ALONG CNtd.E MEIN DRIVE O
INV.=8 53 ~ SANITARY SEWER MH NO. ~ ELEVATION ~ 732.81
RIGHT OF WAY I \ ~
- STORM DRAINAGE STRUCTURE N0. I ~ i
'Ir I VALLEY CURB do GUTTER ~ GENERAL NOTE REFERENCE ;i I ExIST. SMFI U H
t¢ RIN~708.81
ij I - - - DETAIL REFERENCE. STANDARD 24' CURB do GUTTER f~ _ ~ SIIEIF-898.81
Fj1fIST. SMH ~ I X DETAIL NUMBER RIM=702.7, 0 1 50 50 00
SHEET NUMBER ~ !ten 5' CONTOURS ~ SHELF=897.01 -CT°~ C/L INV=696. 150
S I n ,
I 1' CONTOURS HORIZONTAL SCALE: 1 =50
OUTLET PROTECTION i 28
8" GRAVITY SANITARY SEWER I
r ~ LOT SETBACK LINES: D.rE: oe or/ae
PICNIC SHELTER (BY OWNER) 20' FRONT, 30' REAR REVa: oa/is/t~
I - - - . - . ~ 5' SIDE, 12.5' CORNER
REVISION 2 >~orgcr xo. 00100.09
PLAYGROUND (BY OWNER) ADDfD OPEN SPACE
ADDED ADDfTIONAI fASFHENT ALONG EXISTMIC SEWER CONVERTED ONE (1) LOT TO OPEN SPACE
ADDED LOT ELEVATIONS
ADDED STREET NAMES POCKET PARK BENC~aw~lc ~ NAE. SEt w POMlER
POLE AT END OF SPRING STREET BOLE: HORtZ. 1 X60
iiOiiAL PRD 30.518 ACRES NOTE: lpiS 210 ! 241 ARE ON AN ADJACENT ELEVATION •774.95 AREA( }
NIA~R OF Lp15(PRa) ~ 158 O.A74 ACRE 11brCT OF LAND TWIT WAS PlJRgiI~SED
GENERAL NOTES DME11t8iG LpIS / ACRE ~ 4.00 LATER AND WERE NOT NrCLUDED IN THE Rt-PRD DRAM 8Y:
OIE OETA1pfD D~111i0 LMT PER LOT RE~OfMq OR THE CALCtN1tTi0NS BELOW. gig 3I18dECT PROPERTY
1 THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE 81 LOTS IN PROPERTY PARCEL INDICATED 1~3 BUILDING LOT SETBACK REQUIREMENTS: O _ , PROVIDED BES~IISEQ IS ZONED R~-PRD ceECCEa
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50 AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' (3Il~tGLE ~'IIiQLY Rl~~DBNTIAL)
7~ ALL HANOICJIP RAMPS LOCATED IN MIN. SIDE YARD SETBACK 5', (12.5' ON CORNER LOTS.) Min. Croat project area 5 Acres 39.5481 Acres 14
20 SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL 8E CONSTRUCTED REAR YARD SETBACK = 30' Max. groN density (dwelling unite/acne) 4.9 4.00 ~<<~~ with 40X der?eily bonus (per articb 7U) t~`` 't~ O ~4
AS DETAILED IN CITY STANDARD 11 D-27 14 INCLUDES AREA DESIGNATED AS TRACT II ON INITIAL CONDITIONS PROPERTY O1rNER o~~''`°"
3~ SUBJECT PROPERTY IS REZONED R-1-(PRD), SINGLE FAMILY RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT END OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS :SS Min. front tetbadc ~ 50' 50' ' f ~ (con reduce to 25 w/ ecreen~ng) THE DAN MOSER COMPANY' _ {
PROJECT SETBACK REQUIREMENTS; SIDEWALK RUNS IN CUL-DE-SACS SHALL AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLAIMED. :D.
~ CONSTRUCTED AS DETALED ON 1~5 POOL AND POOL HORSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. FRONT YARD SETBACK 50' SHEET 17 DETAIL 6 I~in. ~ setback 20 comer) 2D~ (4o corner) PO HOX 3250 ~ OTHERS. ,.F (con rea~oe to 15 , 30' w/ screening)
MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 1~6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SM00' G D SMOOTH ~ MINERAL SPRINGS NC 28042 F
REAR YARD SETBACK = 30' 9 SEE SHEETS 4 do 5 OF 18 FOR LOT LAYOUT PUW OVERLAID WITH SIX INCHES (6'~ TOP SOIL AND SEEDED. ' RADE M'in. rear setback 30 30 .~~'ClN~~' .r~
4~ RESIDENTIAL STREETS SHALL HAVE A PUBIiC 40' R.O.W. WITH 7 PARKING LOT TO BE LIGHT DUTY PAVEMENT (6" ABC, 2~ I-1). Min. unobetructe~/ open pace 5071 72.070 (28. 53 Ac es) ''~rr~un~+1'` 13
0 5' EASMENTS ADJOINING R.O.W. LINES ON BOTH SIDES OF THE ROAD. 1~0 SEE SHEETS 10-14 OF 18 FOR PLAN do PROFlLE SHEETS URB do GUTTER TO ANDARD 24' C R E. oeaxned 3000ef obatn~cted (
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE do UTILITIES EASEMENTS FOR ROJIOWAYS AND SANITARY SEWER. Min. 7i of site to be common open space 2071 24.77r (9.78 Acres) SHEET NO.
8 CURB d< GUTTER fs TO BE VALLEY CURB EXCEPT ALONG IN ADDITION TO ONES SHOWN: 10' ALONG ALL REAR AND EXTERIOR LOT LINES, Min. X of cite to be improved common
AND 5' ON EACH SIDE OF ALL INTERIOR LOT LINES. 11 SEE SHEETS 8 ~ 9 OF 16 FOR WATER DISTRIBUTION PLAN. ~ MODENA ST., AT CATCH BASINS, RADII do ENTRANCE ISlANO
ALL U I S To IT.
BASIN ANY BE REDUCED AND/OR REMOVED UPON APPROVAL T
19 PARKING LOT DRIVEWAYS TO BE 24 WI DE AND BUILT TO BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS & SPECIFICATIONS 71D-16.
OF 31 SHEETS

~ \ I ~ N ~ °a 0 ~ HDPE~ FO ~ ~ l PH(NVE: 704-864-22D 1 EA? i
~ ~ j,~.371 / J. \ FAX: [phone]
e ~ / ~ ~ / ~ ~ \.t /
~ Q , ~ j \ C G ITS A ~ ~ % UM / D DR H 2 2 ~ - ~ EA ' 3.964 8 i Www.ROesAW.co~M ~ ~ ~ ~
~ ti ~ ~ ~ M OF. DIS RBANCE i ~ -''*i'` ;H i 2 ~ - ' 18.521 i ~ ~ l ~ _ -p
a /U STURB AR 14.43 ~ AC ~ ~ D o ~ ALONG 0 ~ UNEI ~ I =`~27 3 ~ -~i ME it" ~ 2 ~ i co
o ~ ~ ~ - RAI AR 0. ~3 i ~ 5 ~ ~ ~ 1 ,1
1~ ~ ~ F ~ , / ~ i' ~ ~ / ~ ~ ~ r C LNG ~ o .t ~ ~ ~ ~ ~ I
o H w0 MR' RE tRED ~ 25976 6 A - DIVERSI • 2. ~ i A- ~ ~~`'ti ~ W
~ Q L PROVJpED ~ 3171$ ft ~ . , ~ ON S D E D ~ / MPORA 6 ~ ~ , o• ~ ~ TE 2 1 ~ 1 BOTTf>~1 ELEV. / ~ ALO LINE w t D E w1 ? \
~ ti 8 n ON- I'f~ DRAI ~ SPl AYE ATIONm721 ~ i ~ ~ . < cn
~ ~ ~ i ~ ~ , ..u SILT , ~ / ~ ( SPI WAY ~ -16 Q ~ ~ K
c~" ti v, h -ti ~ ~ ~ ~ e ~ m i ~ * 6 ~ S ENT BA~lN 2 ~ ~ 3 ~ ~ ~ © \ ~ ~ R
P . ~ r -~20-. r'` J r r
o~' ~ ~ ~ ~ ~ 28 orroM .=los.oa o 7 rr? i i Q % ~ ~ ~ ~ B M EL 718.00 ~ ~i ~ 0. 5• 'h \ ~ ~ ~ / / \ I r F
~ p~ , A SPIL WAY EL TION=717.00 ~ 1 ~ \ o ,
~0 ~ ~ Q' `i. SPIV. Y LENG =20' ~ ? ~ a,~, ~ ~ S CE cn •,Mi i ,i~0i i* ~ ~ ~ ~ ~ , ~ Li. W
Q~ .l Tr' ~ Ql" ~ V ~ ~ ? ~'M' ~ ~a~ai tip' ~ ~ I I e~ y e i ~ i ~ rr~ ~ PO !p P wW ~
~ ~ ~ . l i ~ / ~ r rt W j ~1r .Z
r ~ ~ ` r ~ ~ r - <
~ ti b• \ ~ ~ h ~ ~ / ~ ~ ~ ~ w ~ ~ pr W
i ~ ~ ~ DI REED = 1.8?~
~ i ~ - 1 I ~ -SITE DRNNAGE~RfA ; .000 ACR ~ ~ 1. I / ~ ~ ry ~ ~ ~ ti ~ .88AC ~ W ~ \ ~ ~
~ 0 I , ~ -SITE DRAINAGE AREA 1 2 ~ ~ ~r r , . ; ~ rr ~ 0 s.• \ ~r J
~ ~ ~ % ~ ~ _ , ~ ~ i ~ ~ ~ UME REQUIRED = 0 ft 3 , / ti ~ , ~ I Q , I VOL~1t~lE PROVIDED 3713 ft 3!- 1 - ~ r~ ~ ` ~ r
~ti•~o. ~ ~ ~ \ ~ ~ \ I ~ / M' 4~ ~ } ti •r x \ 1 • q .t ' \ pr A ~ Z r
~ o o / . ~ ~ 1~ - / ~ ~ . ~ t'~ O ~'f ~ ~ ~ ,
; i, O ~ q. 4 V ~0 'Q? \ r
o ti h . ~ • I 0 g d T N b / / ~ I . I r QT N ~,r ~ , N
? 0,
0 0. ~ ~ aP ~ I • ~ r ~ CA r? o ~ ~ lpr ~P j ` Or ~ p \
~ "ir r) ~ ~/A ,a Y ! F
~ \ .-~{''-„ate r"Q, r q`, 3) t~ c~,i. F- 1 / / ~ I \
o~ ~ ~.z, ;i I J SEDIME TRAP • „ ~ ~
J / ,C F ~ ~ y . I 2 BOTTOM ELEV.=711.50 I ~ ii 1 i ~ ~ ;
~ ~ L` it ~ ~ ~ ~ 1 • BERM ELEV' 71 ii ' . i' Q f' t \ • SPILLWAY E 71 i/ \ ~
j ~ v ,y?' 'h , i • I I WAY ~7 ~ `r0F i'
/ / R " LAr>ENt
! 1 i ~ ~ SILT FE ; ~ ~ w
ti ti ~ ~ ` ~ ~ i ~0 _ ~ I 28 ~h \ ~ - ; MPORARY ~ ~b 28 ~
i \ 4 o
. ~ , ~ R~~ ~r ro r
6 OUTLET PROTECTION ~ ryh~~~~6. , t~ ~ ~ _ y ~1 z 1 o r~ ~ ~ ~ ~ CLEAI~NG \ LEAI~NG NITS r~ r o ?j ~ '
28 ) I - r~ o'o IMI'TS OF' [~STURBANG ~ \
QS ti e ; . <C ~b + . \ q~*. r O.E90 ACBiSB
oQ;! ,o~ ; ~ 1 - - S ~ icy _ Or , l- ! DAM. TOP •t D~IV Y09EH COMPANY, INC. ~ cyp
~ ~ ~ y~ Q~ y~~~ ~A FFti ~ D-31 ' , . ~ Gr FS R , wEttAND ~uwato~I 7 ?.S' 0. (pp Dd'~D BOOR ~,Zi?', PAGB_ 147 TAY NUIEIr~: Oi 004 3b 5 ~ \
w' 'L~0• 6• 'h ~ 1 ~R" ~ C SITE DATA ti r ~ 4 -EXIST. sMH b01~ 8Y: f1ElOI.VE ®f1V~l0IA~M'AL. SEiI" 1 ~ ii ( S1 ~'~A i ~i ~Q~'~$ I~10lA~NI'AL s bQ sPILNUIY ~ r p
~0 Q-, ~'t I 2 ~0 B RIM=702.34 ~ + ? 0 0 ' J 0 ~ SHELF=896.14 . 1~fAl AREM1.~ ~ , r PFR NCOQlR-DWr;I. r ' ~ _ r F \ y
TOTAL SITE AREA = 39.458 0~ ~ o? - r °HFa ~ F ? . ~..C[L nrv=~9s.13 a~? ACRES . QJ,~P+ ti ~ R~ , s~ ~ ACRES ~ ~ ? l~ A Q 'V` i ~ p,, ~
INCLUDES 158 L T ROP ~ ~ ( 0 P OSED SUBDIVISION 7 , ~ ~ W 1 \ V" \ ~ ~ ~ ~ q. xr StRUC110N Q~TRMICE U . ~ ~ coN 3
, PRIG 15 tIMEIIR t:EET AND ASSOCIATED ROADS 1 ~-rf-~--- _ ~ ti ~ , r ~ ~ 4 U1 r? \ ~p TEWIPORARY
_ _ _ . - t ~IEYS wmt ass ~ _ _ - - ~ ~ CONTROL ' \ r 28 '0~,r ~ ~ r ~ /p
- - - - - - ; sue' LII~. F r,~, ~t• PR DE CLEAN t O ~ ~ \ r o
TOTAL DENUDED AREA - 33.81 ACRES EXIST. SMH A , 15 t q \ ~ ~ rp ~p r r SAWC UNE FtNi
RIM=703.26 N ! Y ~ SHELF=694.81 EASE ~ i \ ~ , MA q PAVEM ROUSE TO I~ ~ ~ 'fir. ,r w~, r ~ t~
E~ I SOIL TYPE: Ce82 CECIL S ~ 6 •!~f ( ) C/L INV=693.88 ~ , • ~ ~ ~ ' ' z ~ \ ,i \ , ,y., t ~ \ RELOCATED B'~..4Wl~R. ~ ~i'
P.B. I,, S PaD2 PACOLEF 1 6 ; ( ) ~ ~ ~ ~ ADDmoNAL sTRUCTURES/TREES w F ~r
P ~ I ~ ~ aE (PACOLET SANDY LOAM i ~ ' Q ; ~ r w ` ' r ~ \ TO BE REMOVED BY CO~NITRACTOR. t!) ~r r ~ 7 F
( T y CH (CHEWALCA LOAM ~ to 0 ~ '1 r \ ~iy r o . SHEDS, C~ARAIGES, SEPTIC TANKS ~ r a ~ 2 pr, a \
CfB (CECIL-URBAN ~ ~ ~ r r \ ~ ~ ~ ~ p . M
~ ~ ~ \ \ k , , - r ~o \ , 2 a ~ q~r dr ~ W U
~ ~ ~e ~ z l 0~~ p A r p~ Z U
I ~ ~ ALT. BENC~MA~c ~ SON ~ sET <C \ Z
CRATE=7 \ , ~t _ R'~ ?e e I ~ _ ~ Q 4 ~ ALONG CIRCLE VIEW DRNE Q
INV.=695.45 ' O _ I OY ~ ~f P£ 1 . ~ ElEYA110N = 732.81 S#~ET 5 d
R F lOpD ~ . RATE: .7a I ~M 3 LIJ~ S ~o't22a 7p ~ _ E / ~ , ' ~ ~ LI.I M..~ Z r~
i =894. ~ OQ Q i I ~ .--\OlIl \ ~ i~ ~ LL VL Z
- 3.0'-~- II INV.=8 53 1 c v
'j s \ f
a I - TOP 712.50
1' ~ i d I ~ ~ - w
VARIES ~ 1 SLOPE i ~ 1`~~_ r EXIST. SMH ~ ~ RIM~7D6.61 t.`->
it i SNELF•898.81 C/IINV~897.43
~j1(IST. SMH ~ ~I RIM=701.71
i SHELF=697.01 EROSION CONTROL ~ C/L INV=sss.
1~~~ ~ CLASS B STONE i" GRAVEL - I !",F7i
(6" THICK) ~.M,
I - WETLAND (F?LLeO
1 ROCK DAM
5 _ ~ D DAT''E; 08/07/02 W TI.AN
itB'PISION3: 08/22/02-NCDBNit
12/18/02-NCDENR-D11Q
V FROJECf No. 00100.08 SPECIAL NOTE EXCA
SEE SHEET 31 (SRE OETAE,S SHEET)
EROSION CONTROL NOTES FqR EXCAIAATK>N AHD GRADNG SPECFIC/ITIONS BENCHMARK IS NAb. SET IN POWER PILE: SEE DRAl1ING POLDER
1 IT SHALL BE THE CONTRACTORS RESPONSIBILITY ~ MAINTENANCE: CHECK SEDIMENT BJ SEDIMENT BASINS AFTER PERIODS OF POLE AT END OF SPRING STREET
TO OBTAIN APPROVAL FROM THE NORTH SIGNIFICANT RUNOFF. REMOVE SEDI . REMOVE SEDIMENT AND RESTORE ~ ,
CAROLINA DEPARTMENT OF ENVIRONMENT AND THE BASIN TO ITS ORIGINAL DIMEN IRIGINAL DIMENSIONS WHEN SEDIMENT ELEVATION ~ T74.95 (SHEET 3) SCAt,E; HORtZa =50
NATURAL RESOURCES (NCDENR) FOR OFFSITE ACCUMULATES TO ONE-HALF THE BORROW AREA IF IT BECOMES NECESSARY. CHECK THE EMBANKMENT, SPILLWA VE-HALF THE DESIGN DEPTH. ~ MENT, SPILLWAYS, AND OUTLET FOR SORE YOU qG
EROSION DAMAGE, AND INSPECT T} ND INSPECT THE EMBANKMENT FOR DRA1fN BY:
LEGBND (PROPOSED} LEGEND (EXISTING 2 SEE SHEET 28 OF 31 FOR EROSION CONTROL DETAILS PIPING AND SETTLEMENT. MAKE ALI NARRATIVE, AND CONSTRUCTION SEQUENCE. SEE SHEETS IMMEDIATELY. REMOVE ALL TRASH TENT. MAKE ALL NECESSARY REPAIRS
E ALL TRASH AND OCHER DEBRIS 1-8QQ-X32-~49 ~ ID POOL AREA. AVOD UitllY
DNERSION DITCH PROPERTY LINE 9-11 & 15-27 FOR CONTINUATION OF GRADING dt DRAINAGE. FROM THE RISER AND POOL AREA. C88CRBD BY:
R W I TOPOGRAPHICAL INFORMATION FOR PROPOSED IT SHALL BE THE CONTRACTORS RI I T / l NE 3 8 S L FENCE ROADS AND BASIN LOCATIONS TAKEN FROM SURVEYS SAFETY MEASURES, INCLUDING BUT )NTRACTORS RESPONSIBILITY TO PROVIDE ON-SITE ' DD3 INCLUDING BUT NOT LIMITED T0: CHAIN LINK
- - UNSURVEYED PROPERTY LINE DONE BY ROBINSON & SAWYER, INC. ADDITIONAL FENCE ENCLOSURE OF SEDIMENT E DF SEDIMENT BASINS AND OR SITE ACCESS CONTROL ~rY`~s , '~11:, / , ~ ;G ~ - 'r,,,,,
DETAIL ON SHEET TOPOGRAPHIC INFORMATION USED ~ ~ - - 1' CONTOURS .y~°~ r,
FOR DRAINAGE LIMITS, TAKEN FROM REFER TO SHEETS 9 THROUGH 11 - - 5' CONTOURS GASTON COUNTY TOPOS 3556.01 do .03 9 MEASURES INCLUDING SLOPE PROT I THROUGH 11 FOR ADDITIONAL STABILIZATION ~ L~~E ` } _ ` a u SLOPE PROTECTION AND INLET CONTROL.
- - - - - - - - OFf-SITE DRAINAGE AREA
- - - - - - - - - - - - ON-SITE DRAINAGE AREA - TELEPHONE 4 REMOVE ALL CLEARING WASTE FROM THE SITE 10 SEDIMENT TRAPS AND BASINS ARE AND DISPOSE OF THESE MATERIALS LEGALLY. CONSTRUCTION UNTIL SUCH TIMf T D BASINS ARE TO REMAIN IN PLACE THROUGHOUT
' OVERHEAD POWER LINE OUTLET PROTECTION 1 " THE MAJORITY OF THE SITE SUFFIC . SUCH TIMf THAT STABILIZATION IS PROVIDED ON ~ j~ IE SITE SUFFICIENT FOR NCDENR TO ALLOW REMOVAL. ~
28 - w r+- WATERLINE 5 THE CONTRACTOR SHALL MAKE EVERY EFFORT TRAPS AND BASINS ARE TO BE UN ARE TO BE UNDERCUT PRIOR TO BRINGING TO FINAL ~~~~,~t'~°~°>`~:~
TO CONFINE DISTURBED AREAS TO A MINIMUM. GRADE. EXTERIOR SLOPES ARE TO DRAINAGE RUN ti_n f,,~_:~,_n_^,,h ,WOODS LINE ALL AREAS DISTURBED BY THE CONTRACTOR AMERICAN GREEN S150. SILT FENC .OPES ARE TO BE SEEDED AND PROTECTED WITH NORTH ''ar, ~ ~`t,`°`
CLEARING LIMITS DURING CONSTRUCTION SHALL BE SEEDED. SLOPES ARE STABILIZED. 50. SILT FENCE IS TO REMAIN IN PLACE UNTIL ~,<,,k$e,,,+~_~ ZD Q tea
~ POWER POLE SHEET N0.
6 CLEARING LIMITS SHALL BE AS SHOWN ON THIS NO GRADING IS TO BE DONE WITHI RIGHT-OF-WAY ~ LIGHT POLE PLAN. TYPICALLY ALONG PROPERTY BOUNDARY 1t ALL WORK DONE WITHIN DUKE PON TE DONE WITHIN 20 OF DUKE POWER TRANSMISSION PALES.
HIN DUKE POWER RIGHT-OF-WAY TO BE COORDINATED WITH ~r•
a IRON PIN FOUND UWNtK WILL F'KUVIUt SIAKLUUI Uh LIMIIS. 5' CONTOURS DUKE POWER. CONTACT ROB KILLIA ?CT ROB KILLIAN AT 704-382-2628 OR 704-472-7431.
-TAT--- ® IRON PIN SET 50 0 50 100 150
1' CONTOURS TEMPORARY PIPES ARE TO FACILITA UNTIL DRAINAGE SYSTEM IS CONSTf 2E TO FACILITATE MASS GRADING CONSTRUCTION TRAFFIC tEM IS CONSTRUCTED AND ABLE TO MANAGE RUN-OFF. "=50'
HORIZONTAL SCALE: 1
OF 31 SHEETS

~ ~ \ -
~ 724. ) / ~ I ~ \ \ ) ~ 40.00 ~ / ~ / ~ ~ PHONE: [phone]
J / / - / ~ ~ FAX: [phone] / ~
~ 3 , / ~ ~ WW4V.ROBSAW.COM / / I ~ ~
4• i ~J s ~ / ~ ~ / A \ ~ \ \ / 37.00 / / J • • 0 ~ ~ / 721.50 - D ~ 1 \ \ / / l ~ J ~ 1 . / ! ~ / ~ ~
~ , Q ; ! / ~ ~ ~ 30.00 / D-39 ~ / ~ - w C ~ 1 ~ - / / ~ I I -o /
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o ~ ,ti ~o• ~ 1 i 721.00 L ~ ~ ' < Q v ( , ~ ~ ~ 4• A / 6 moo. /i' / ~ 1 ~ ! ~ • I • _ ( / • OR APPROMEED O'11rtR ~
~ . / / AOROSS ~ ~ / o / ~ ,
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a• h. ,5~ ~ t ~ ~ I (722.00) / ~ L / / C,~ / ~ I ,l A W
o ~ ~ ~ ~ 1~ 50~ ~ - v / ~ ~ o a 3 i ~ ~ ~ ~ $ - - `~a
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o ~ < v ~ ~ ~ • ~ ~ i ~ ~ ~ ~ ~ / 111 ~ ~ \ Y . 11 ~ti ~ I ~ r
~ ~ ~ ~ . Q • , ,,~r, , ~ / r, ~ ~ / • i' ~4 1 F ~ ~ ~ ` ~ ? OA , Z ~r t 1~ h
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~ 6 ~ ~ ~ I ~o ~y 4- ~ h ~ _ i I • / ~ AF l N 1 0 ~ ~
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. v h• ~ " ~ P}~ ~ I I 7' o'I' ti i I ~ . I ~ ~ WT 1~ ~ MF' ~/p y ~ r T~
/ i - E'T~' ~ 1 li o'' o~ f~ x' -34 ~ • FRO CRAWL) 1 k
o~ ~ ~•ti~ 4 ~ 17 I . ,,r ,T ~ z•o ~ , ~ ~ ~ v ~ A W ` ~ °'l . \ ~
LINE 3.1 SLOPES MID SLEEPER ~ ti ~ I ~ w 1 . ~ e~ ~ m ~ ~ D ~ I 6 ~ 1 ~y I i ~ d d R, ~ ~ ~
WRH NORTH AFRICAN GREEN F ~ L r 1 , st50 (OR APPROMED OTHER) oQ' ~ Qy ~ ~ ~ r I I ~ I I i/ \ ~ ~ ~ • ~ ~ ~ , A
Q ~ 5P I ~ / LYPICAI. ACR06S Ste. ~ rye' 7 '~~i, ~ I ~ I ~ ~ F
15 UNfJIR OOMMON
0 ~0 ~ 1 ~ ~ I Nei p~. ~ ~Q- i~~ I ( ~ I r i' OPEN 5PACE ~ ^r. ~ ER OL sh ~
Cf 1? W l ~ = _ _ ~ i
~ ~ ~ b~0 ~ I - - ~ d~ ~G ~ ~11 / ~,j ~ \ /p Q ~ < R, Q4 ~ S
Q4, ~i4' PG 'hh 11 ~ i 0 Q ~ ` I / • ~ 3:1 SLOPI ~ ~ ~ ~ ~ or < /^1 lN~ 3:1 SLOPES ANO SiFEPER ~ - '0(~r rp ~
LEGEND PROPOSED) ~ 6• ~ _ - ~ ~ - ~ ~ ti ~ ti ~ ~ ' z ~ I . ~ ~ WAH NORTH N I _ / ' r '~F' I WAH NORTH N~RICAtd OAEEN ti Y 0
~ ~ ~ . ~ 5150 OR APPI ~ o o ~ I ~ ~ - ~ ( PROPERTY LINE ~ ~ SI 5O (OR APPROVED OTHER) J ~A ~ lI p ,o•+c M ~ ~ a~4' ~
~ , ~ ~ ~ ~ 0--31 { I. - LYPICAI. ACROs ACROSS "Q TYPK)AL SIZE. ~ ~ r ~ ~r~ R~ ~ z
~s ti ~ ti 1 R/W LINE Q e ~ ~h ~ - ~ F ~ 4• ~lh l ,p, ~ i' OAM. TOP ~
_ _ EASEMENT ~ ~ cf ~ t < _ F ~ o ~~~Q ~~Fti ~?j ~`A ~ - ; 712.50. 4 F ~ J ~ 5 ~`~t
UNSURVEYED PROPERTY LINE o'~ ~ 6• ' j 1~ ' c s c ~ ~ ti h r EXIST. SMH SPNI.WA TER o m ~ ~ ~Y . O ~ ~ ~ Nt~E1Ri ~
- _ 0~ PG ~ +t','' .i k~ f B RIM=702.34 ' 1 CONTOURS J' MLDE CURB CUT. PROVE ~ o o o ~ cr SHELF=696.14 = a.i o >1 ~
l ~ _ 5' CONTOURS _ r' o~~ rr AyF , F .z . ^ ~ INV=695.1 CLASS 1 RIP RAP 24 DEEP v ti a R s~ ~ ~ . ~ ~ °'i'F '~E' <C
ON LAYER OF NON-WOKEN D ~t ~ ~ \ U ~ 'Y q ~ Ap 1,t ~ r ~
_ , _ ! _ TELEPHONE ~ r PW6 15 IIf~AR FEET GEOLEXTIIE FABRIC (t0 x15) i _ i ; • . Or CLASS B A~~ ? ~ ~ ~ iA J F 4 V!
a. r~=-•------' ~ ~ ~ CHANt~.S WIfH CU1SS 8~ _ --F-~. _ ~ CONTROL , s-- SANITARY SEWER ,'__.~__--rr _ ._i_.--- - _ STC1H~ r r _ _ - ~ `~r C ~ryy~ , • Y
8 LEVELS DER __-a------T-.. , E~ _ OVERHEAD POWER LINE ~ r , \ FASEwIENT lam. C ONECALL
I ~ N 31 } } ~ _ EXIST. SMH 5 ~ ' r ~ p o'° ~ U ~'1'F ~ ~ ~ 6EFORE Y W \ ~1 D~
` ~ i _ w _ W__ WATERLINE RIM•7o3.2s N~ o , o w "w ~ R. 3 *t rr hh i 1 ?
SHEIf=894.81 EASE ~ ~ ~ I E i ~ .M ; ~J~~J~J WOODS L NE I = ~ S C/L NV 693.88 ~ ~ • ~ ~ 6 \ ~ ~ _ ~ c ~ F - Z ~ \
B. i N P. ~ ~n, POWER POLE ~ ~ ~ ' ~ W < ~F '~+r
~s R~ ~ O 4 QP ~ Y ~ " (n J <o r~ ~ 1-800-63 -4 r ~ 2 949 H
# LIGHT POLE 0 ' I I '~F~ FF I p ~ \ ~ ~ c F s N ~ • r Fti ~ ~ l~ol~A ~ a \
iPf 0 IRON PIN FOUND ti '1 g' FM ~ 0 q , ~ , TF 0 ~ ~ ~ ~r ~ ~e ~ ~ ~ ~ ~ AVOID UTILITY c R ~F ~F Z p F ~ , R., ~ DAMAGE O
8 ~ A4r s`~r ~ o~ J - r s 4~. ~ s~ ~ ~'F ''~F W
~ ~ \ Z U
LEGEND PROPOSED ~ ~ ~ ~ ~cF ~ ` o ~ e ~ I ~a ~ ss F i~7Cq ~ ' ~ I ~ ~ Z ~ ~ \ ~
• CRATE=7 ~ , - ~ Q ~ ~ c 0 r - r n Q
- - # - - DRAINAGE STRUCTURE do PIPE - • - • - • - • - • - • - INV.=695.45 ~ ) 0 _ ~ C,1 ~ LOT LINES ~ _ 0 Y rfp . ~ p ~R F ~ ~ s : ~ ~
~E E l 6 _ - ALIGNMENT CENTERLINE TE= .78 I ~ 3 ~ LINE I 30'12 2Q
FABRIC INLET PROTECTION o 0 ~ QQ, 1 1 28 =694. _ V I ~ ~ ~ ~ 00 1 ~ ~ w ~ ALT. ~1(~IIdARK IS IRON PSI SET LL. ~ j _ ~ ~ F-
14 /p EASEMENT ,J i , ` - ,A ~ ~ ~ ALONC aRCLE vow DRNE O ~ ~
SANITARY SEWER MH N0. ~NV••6 ~ ~ RICHT OF WAY i I _ _ _ ELEVATION ~ 732,81 r
- STORM DRAINAGE STRUCTUR N ~ ~ I - ® EO I \ /
VALLEY CURB dt GUTTER i
~ GENERAL NOTE REFERENCE I , ~ EXIST. SMH RIM=708.81
- - - DETAIL REFERENCE. STANDARD 24" CURB & GUTTER ,i SHELF=698.61 - ~ C/L INV=697.43
MIST. SMH I X DETAIL NUMBER 'RIM=702.71
SHELF=697.01 0 0 50 100 ~ 5 _ 150
X SHEET NUMBER 5' CONTOURS ~ C/L INV 1
1 1' CONTOURS HORIZONTAL SCALE: 1 "=50'
OUTLET PROTECTION I - We7LA1?O (1~GED F
28 THE INTENT ' F THIS SWALE AND BERM IS TO DNERT 1 CROSS SECTION B' GRAVITY SANITARY SEWER RUN-OFF IN 0 THE WETLAND. CROSS SECTION
LOT SETBACK LINES: ` ~ LArtO wr D`TE: oe/o7/o2
~ ~ PICNIC SHELTER BY OWNER LINE ENTIRE SWALE AND BERM WITH ( ) NORTH AMERICAN GREEN 5150. ~ ~ 20' FRONT, 30' REAR REVEti2: 09/19/oa
REVS: 12/18/02
~ - - - . - . ~ 5' SIDE, 12.5' CORNER PROTECT BERM DIRECTLY ACROSS FROM STRUCTURE D-31 WITH BERM SECTION PER DETAIL 1 ON SHEET 8. LNG G~ Rp,OE
AY Y EXIST,, PL GROUND (B OWNER) XISZING ~ PROJECT Ho. 00100.09 E,
ROCK DUST TRAIL 105.00 (6' WIDE do 4" THICK) ~ '
`704.00 il7IE: SEE DRA/fIIdG !O[,DBR
EiF]~CH11A~( IS NAE. SET ~ POWER
POCKET PARK ! ~ 2 4 POLE AT END OF SPRNrG STREET g~,E; HORIZ: 1"=6O'
TOTAL AREA(PRO)~ 39.548 A1CRfS NOTE: LOTS 240 do 241 ARE ON AN ADJACENT EIEYATION •774.95 NUMBER OF LOTS(PRO) ~ 158 0.874 ACRE TRACT OF LAND THAT WAS PURCHASED
GENERAL NOTES DWELLNiG LO15 / ACRE ~ 4.00 U1TER AND WERE NOT INCLUOEO 0! 1fIE Rt-PRD DR?11N HY:
ONE OEfATCHED DWEl1JNG UNtT PER LOT REZONING OR THE CALCUtATiONS BEIAW. RIIB
1 THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE 81 LOTS IN PROPERTY PARCEL INDICATED ~ BUILDING LOT SETBACK REQUIREMENTS: g~Q~g~Q PROVIDED SUBJECT PROPERTY
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50' AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. cHEC1caD ear: IS ZONED Ri-PRD
RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' 7o ALL HANDICAP RAMPS LOCATED IN MIN. SIDE YARD SETBACK = 5', (12,5' ON CORNER LOTS.) Min. Gross project area 5 Acres 39.5481 Acres ~ ~-D~ (3I~iGLB FA1~,Y RESIDENTIAL}
20 SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL BE CONSTRUCTED REAR YARD SETBACK = 30' Max. gross density (dwelling units/acre) 4.9 4.00 bevelopment shall conform to conditions ,,~ti4+""'r!e,,,
AS DETAILED IN CITY STANDARD 71 D-27 14 INCLUDES AREA DESIGNATED AS TRACT II ON INTTL4l. CONDITIONS with 40X density bonus (per article XI) outlined in the conditional use permit, tm,~~~ ~~Fl'~r~ ~~ti ti ~ ,
3O SUBJECT PROPERTY IS REZONED R-1-(PRD), SINGLE FAMILY RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT END OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS kiln. front setback 50' S0' issued Februory 20, 2001, and recorded ~ , • • . ° , * 4E~ "`f
O PROJECT SETBACK REQUIREMENTS: SIDEWALK RUNS IN CUL-DE-SACS SHAII AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLNMED. can reduce to 25 w/ screening) at Book 3210, pages 557-573 in the ( Gorton Coun R ister of Deeds.'
BE CONSTRUCTED AS DETAILED ON 15 POOL AND POOL HOUSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. Min. side setbock 20' (40' comer) 20' (40 corner) ,_~A!.
FRONT YARD SETBACK = 50' SHEET 17 DETAIL 6 MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SMOOTH (can reduce to 15 , 30 w/ screening) ~ ~4A r f~^ r, '~F« 00TH a•~ r
REAR YARD SETBACK = 30' Min. reor setbock 30' 30' ° . ~'r7G,~~~,,y
9 SEE SHEETS 4 k 5 OF 18 FOR LOT LAYOUT PLAN OVERLAID WITH SIX INCHES (6'~ TOP SOIL AND SEEDED. 0 40 RESIDENTIAL STREETS SHALL HAVE A PUBLIC 40' R.O.W. WITH 17 PARKING LOT TO BE LIGHT DUTY PAVEMENT (6" ABC, 2" I-1). t4, Min. unobstructed oppen space 50X 72.0'X (28.153 Acres) PROPERTY O~ER ~ ~ ~ , ~ 0 d
O 5' EASMENTS ADJOINING R•O.W. LINES ON BOTH SIDES OF THE ROAD. 10 SEE SHEETS 10-14 OF 18 FOR PLAN do PROFILE SHEETS CURB do GUTTER TO BE STANDARD 24" CONCRETE. assumed 3000sf obstructed lot ,,f ,a~E~ ( / )
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE 6c UTILITIES EASEMENTS FOR ROADWAYS AND SANITARY SEWER. THE DAN MOSER COMPANY Min. X of site to be common open space 20x 24.72 (9.76 Acres) SHEET N0.
0 8 I T VALLEY CURB EXCEPT ALONG N XT RI R OT LINES ~ CURB do GUTTERS 0 BE IN ADDITION TO ONES SHOWN: 10 ALONG ALL REAR A D E E 0 L , PO BOX 3250 Min. X of site to be improved common
A.I ~~r,~ ?i ~ IuT[•DI/~D I /~T I LI« ri1 ccc CNFCTC a o nc ~ A FnR WATER f11CTRIRI ITInN PI AN MODENA ST.. AT CATCH BASINS, RADII do ENTRANCE ISUNO . ~..:rrti*, ~ • nrn•~tnn ~Tn nnn . n .d
ALL CURB IS TO HAVE STONE PLACED UNDER IT. open space: 1ZX 1a.07, ki.ozr Acres JdJUNLnAL ll'I'6 ALTD IN L, 4QV4(.e
Q2 BASIN MAY BE REDUCED AND/OR REMOVED UPON APPROVAL
ti9 PARKING LOT DRIVEWAYS TO BE 24' WIDE AND BUILT TO BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS do SPECIFICATIONS 11D-16.
OF 31 SHEETS

~ i ~ \ ~ ~ H P i~FO • i 4 0 DE ~ i ~ I \ / Eqr' % PHONE: [phone]
~ \ ~ \ i 1 \ / / ~ / .J. ~ FAX: [phone]
~ , 1 ` i ~ ~ , ~ ~ x ~ ~ ~ ~ A \ ~ ~ ~ ~ 3 \ WWW.R48SAW.COM
0 Q, i ~ c G uMrrs t A Drr H~ I - EA 3.964 ~ / St1E . ~ / ~
/ D ~ ti ~ ~ M OF.~DI RBANCE ~ \ 2 • 2~ OR H / 2 2 ~1 16.521 i ~ -BYTE i " ~ -o
~ STUR AR 14.43 AC o , g . TFhI i o a ALONG 0 LINE. - 1 i' ~ =`~2 ~3 \ i ME iRED / m
S RAI AR 0. 3 1' ~ ~ s U ED 2 k / / cn
ti 0 l -SITEi AR 1 7 ~ ~ ~ , L ~ ~ ~ ~ C LNG i ~ DI BASIN . 10 7 0 ~ I ~ ~ / ~
~ M~ RE IRED 25976 6 . ~ IVERSI CH 2. \ i ~ 9 D ~ i 6 U ~QF'~ DI (1~ a 1 ~ W
~Q~ PR ED ~ 31718 ft ? ~ ~ . ON-S D _ BoTTOIG ELEV. i ~ ALO OPE LiN'~ w t )N-S D E 1 a ? S I EtEV. ~ i ~
~ ~ ~ ~ ~ i ~ ~ , i 1 , ~ n ON DRAI ~l, i fi~ ~ ~ ~ . ~ SPI AY E EVA1`ION=721 ~ ~ ~ ~ /o ~
o` ~ ~ = MBE i~ • I o ~ o < ~ ~ SILT ~ ~ ~ ~ ~ ~ SPf WAY 18 / '?~y, ~ \ 0 ~ ~ ~ ~ ~ ~ I 2 ~ \ w
~ ~ ~ ~ 6 S ENT BASIN 2 ~ • ~ ~ ~ ~ ~ F 0 \ ~ ~ (or R,
T 0 ~ ~ ~ ~ h l: \ E 2, p ~ R - ~,s• _ ~ r
oe' c~ ~ 2a TTOM .709.00 0 7 0 , ~ , _ o. g. B M El 71 B.00 ~ ~ ~ r,4 ~ ~ l i ~ r 2 \ o~
G Q~' rye. ~ SPIL WAY EL TION=717.00. 11 ~ ' i i ~ ~ t
~ ~ J ~ SPILL Y LENG =20' ~ ~ ~1 QN / SI CE ~ ~ / "~w \ ~ ~r~~~.~ ',r ? ~ G}p T ~ ~ W
ti~ ~ h ~ ~ ~ J y PO ( ~R ~ w W ~ ~ Or
F 1 / ~ ~ \ ~ ~ q j\ W i ' ~1r p,Q ! ~ Z ~ / \ f y
~ ti~ ~ i~ t N 1 ~ ~ Q, ! > y i D 4 ~ ~J / r ~ - 4
\ ~ . ~ DI REED 1.8 Ae ; \ ~ p ,p F Z ~
o ~ 3~ t • •
~ y \ ~ , I -SITE DRAINAGE~REA = .000 ACR ~ i / \ ~ i 1 ~ ~ ~ ~ , h SCR !
~ ti ~ ~ I~ ~ 3~ -SITE DRAINAGE AREA 1.828 ~ 0 ,c~ \ r 0 s.• \ Q~ r ~y J
/ ~ ~ . ~ I UI~E REQUIRED ft 3 ~ o~ ~ ~ ~ i Q , ~ I ~ VOL~11~E PROVIDED 3713 ft 3~- J ~ - r
~ ~r• ~ , \ ~ . \ ~ ~ ~ - , 'gyp o N ~ ~ -1 ~ ~ 0 4 ~ \ ~ p, p Z n
/ o~ ;Q ~ i I ~ A, o~o~ ~ ~ ~ \i / \ I t t ~ ~ o
~ ~ . ~ OR- ~ ~'~0~' v 1 I ~ s t (pr, •p ~ ~
ti ~ ~ . ~ 0 ~ 6 - , ~ QT N _ y ~ ~+r F~ N r
~,y~~h C ' I ~ ~ ~ ~ i ! 28 -1 4 !-1 f ~ ~
o . ~ + • ~ ~y lp F fA i / ~
_ _ ~ r ~ It F '4" R
~ ~ ~
~ o~~ ~ ~ SEDIME TRAP '
F h \ • ~ 2 BOTTOM EL~.V.=711.50 ( ~ 1 I a • ? ~
o~ j1 ; , • ~ ` BERM EIEV'=71 ii ~ ~
~ Q • SPILLWAY t~~ t ` ~ ~ ~ ? , ECty 7 3 5d ii , , ~Q rye. ~ ~ ~ ( WAY LAN ` N ~p~
/ • ~ iv 0 0 ~ 1 S I 1 ~ L ~ 4 SItT FENC
,,TT ti ~ ~ ~ ~ I y~ \ ~ ,w r wml"t'~ss e
Q"1~ ~ ~0 ~ ' ~ ? i 28 MPORARY , • , coNrROL / ~
•F 9 i cR' w h , ~ I . r- it n ~ Cr Q
a ~ ~ ~ ( R, gP ~a c /
6 OUTLET PROTECTION ti ti 1. ~ - V ~ ~ v . ~ I ' \ CLEARING 'LIMITS ~ r~ s y o t
l.It?~fCS OF DISTURBANC~~ \Z , A
1 0~' % '~ti ~ ~ - ~ LIMN ~S 'v ~ ti ~ Q ~ Q`~,~~ 0 , b ~ , Q o.z ~ ? R~~ . 011 ACRB3 z
0, ~ ~ _ ~ 4 , 0~ ~ `h ~y~,~ - - 'Ibp t \ DAN liOSBR COYPANX, INC. i' ~ 4 pR ~
o ~ y Q~ t p Fti ~ D- 1 EI.EVA ~ 2.SO. ( F ~ DBBD BOOT 9217. PAGB 147 r or ~ _J IELBNA110N ~ TAX NUIiHBR: O1-004-96 5
SITE DATA ~ ti ~ tib 'h T R~ ~ - aIST. SMH QOf~ BY: 11~80UIE ElM101 ~ SERVICf~ ~ sPIELWAY w~.. ~ y O
o~ ~ ~ ~ S ~ ~ ~ YOIMlOE, NC ~A112 ~P o, ~ a ' ~ a RIM 702.3+ A~EIMi.~ ~ . ~0 ~ l 0~ SHELF=898.14 ~ 11DRM. NC ZA112 ~ PER NCDEWt-DMI~. r fti ~ ~ ~ _ Mt.~ee ~ p o ~ >t Z ~
_ ~ ~ L INV=895.13 AREA ACI TOTAL SITE AREA 39.458 0~ ~ o ~o ~ , F ~ . ~ ~ r p \ Q
(INCLUDES 158 LOT PROPOSED SUBDNISION ; ~ ^^r ~ ~ "f' pp ~ ..J , ~ t ! \ O" \ ~ r ~ R. +4 CON UCTION QYTRANCE 3 U
AND ASSOCIATED ROADS 1'} _ _ ~ aw~as wm+ aus PEEL • co ~ ~ r ~ a \ ~p TEMPORARY 2$
_ i_ - ~ ,A d~ y ~ F r~ P DE CLEAN O
Rb1(1 \ ,
TOTAL DENUDED AREA = 33.81 ACRES a . (A ~ ~ 15 q r~,` , SAWC LINE FOR (,L U ''Fp ~ . W
RIM 703.28 N fi ' ~ ~ SHELF=894.81 EASE , ~ ~ \ i VEM MATC . . R. ~ PA HOUSE TO BE ~ w~ , ~ C~
SOIL TYPE. CeB2 (CECIL) c/~ INV=693.88 1 - 6 - \ ar 3 4 \ RELOCATED 8Y OWNER. ~ CL'
P.B. I~ S PaD2 PacoLET ~ \ s ( ~ ~ ~ ADDmONAL STRUCTURES/TREES W < ~r
PaE (PACOLET SANDY LOAM i , ~ 'I~r \ . I I ~ \ a' ~ y w M r ~ \ TO 8E REIIIIOVED BY CONTRACTOR. t r y 1 'k' F Q
! ~ CH CHEWA CA L AM I D ( L 0 ~ ~r ~ ~ \ o Ie. SHEDS GARAGES SEPTIC TANKS _ ~ ~ . ~ A \
G Cf6 (CECIL-URBAN I ~y ~ ~o ~ o . '~s fit- , a I \ R
V r,4 ~ ~ ~o ~'v Q ~ Fd l ~ W V
1 •0~ 4. ~ ~
! ~0 J ~ ~ ALT. BENf2iWIRK iS PIN SET Q ~ Z
~ l Q p ALOr~ aRaE wEw oRnr~E Q
INV.=895.45 ~ O ~ \ ~ O~Y I- j F ~ I ~ i C~ ~ \ ~ { ) ELEVAnaH - 732.a~ SHEET 5 ~
~ lOp ARM d li s 3a>i ~ • TE. .7e I 3 ~p ~ NF / 224 ~ ~ ~ W f-'+ 1224 ~ ~ ~
I =894. ! OQ~Q 1 --.Q ~a ~ - %o ~ ~ 1,.. I
3.0 INV.=8 53 ~ ~ \ ~ O In V I
I~~ ~ I ~ \ ~
~ ~I1 ~ ~ TOP 712.50
~ \_i D° ~ ~ ~
VARIES ~ 1 SLOPE I;` ~ . a,~T. ~ U RIM=708.81
o _ SHELF=898.81 C/L IFN=897.43
1 FjXIST. SMH .I RIM=702.71
SHELF=891.01 EROSION CONTROL !~~~}C/~ INV=898.5 j
CLASS B STONE 1" GRAVEL -
(6" THICK)
I D ~FI~L~D~ NIETLAN
1 ROCK DAM
• DATB; oe/a7/o2 - Wl:7LAti0
5 RBV~s1oNS: • 08/22/02-NCDBNR
12/18/02-NCDBNR-D1fQ
PECIAL NO -EXCAVATION PROJBCr No. 00100,09 5 TE
SEE SHEET 31 (SRE DETAILS SHEET)
EROSION CONTROL NOTES FDR EXCAVATION AND GRADING SPEC4ICATKlNS FI1,E: SB'B DRA'IfING FOLDBR BENCHMARK IS NAIL SET EJ POWER
1 IT SHALL BE THE CONTRACTORS RESPONSIBILITY ~ MAINTENANCE: CHECK 5 ~NCE: CHECK SEDIMENT BASINS AFTER PERIODS OF POLE AT END OF SPRING STREET
TO OBTAIN APPROVAL FROM THE NORTH SIGNIFICANT RUNOFF. R' NT RUNOFF. REMOVE SEDIMENT AND RESTORE ATKR! ~ 774.9
CAROLINA DEPARTMENT OF ENVIRONMENT AND THE BASIN TO ITS ORIG NATURAL RESOURCES (NCDENR) FOR OFFSITE ACCUMULATES TO ONE- N TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ELEV 5 ~ 3~ 3CALB: HOR1Z:1"=50' ATES TO ONE-HALF THE DESIGN DEPTH. ~ O~CAIl.
BORROW AREA IF IT BECOMES NECESSARY. CHECK THE EMEIANKMEP HE EMBANKMENT, SPILLWAYS, AND OUTLET FOR YOU DIG
EROSION DAMAGE, AND DAMAGE, AND INSPECT THE EMBANKMENT FOR DRAIIN BY;
LEGEND (PROPOSED) LEGEND /EXISTING 2 SEE SHEET 28 OF 31 FOR EROSION CONTROL DETAILS PIPING AND SETTLEMEN' l ) NARRATIVE, AND CONSTRUCTION SEQUENCE. SEE SHEETS IMMEDIATELY. REMOVE A VD SETTLEMENT. MAKE ALL NECESSARY REPAIRS =LY. REMOVE ALL TRASH ANO OTHER DEBRIS 1-800-632-4A49 RYB
E RISER AND POOL AREA AVOq UtNltY CHBCHBD
DNERSION ITCH PROPERTY LINE 9-11 & 15-27 FOR CONTINUATION OF GRADING dt DRAINAGE. FROM THE RISER AND I D
R/W LINE 3 TOPOGRAPHICAL INFORMATION FOR PROPOSED 8 IT SHALL 8E THE CONT SILT FENCE ROADS AND BASIN LOCATIONS TAKEN FROM SURVEYS SAFETY MEASURES, INCI BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE ON-SITE DDS IEASURES, INCLUDING BUT NOT UNITED T0: CHAIN LINK
- UNSURVEYED PROPERTY LINE DONE BY ROBINSON do SAWYER, INC. ADDITIONAL FENCE ENCLOSURE OF VCIOSURE OF SEDIMENT BASINS AND/OR SITE ACCESS CONTROL. =3'' '''Fri to (';,dq `,+„p^+'.r
DETAIL ON SHEET TOPOGRAPHIC INFORMATION USED ~ ~ - - 1' CONTOURS !
FOR DRAINAGE LIMITS, TAKEN FROM 9 REFER TO SHEETS 9 TI - - 5' CONTOURS GASTON COUNTY TOPOS 3556.01 do .03 MEASURES INCLUDING S SHEETS 9 THROUGH 11 FOR ADDITIONAL STABILIZATION ` ° " s S INCLUDING SLOPE PROTECTION AND INLET CONTROL. ~ NOI~, G,!
- - - - - - - - - - OFF-SITE DRAINAGE AREA '~,LVM
- - - - - - - • - - - - ON-SITE DRAINAGE AREA - T TELEPHONE 4 REMOVE ALL CLEARING WASTE FROM THE SITE 10 SEDIMENT TRAPS AND E AND DISPOSE OF THESE MATERIALS LEGALLY. CONSTRUCTION UNTIL Si TRAPS AND BASINS AR T R MAIN IN PLACE THROUGHOUT '113N E 0 E ~ ~r
OUTLET PROTECTION 1 - F' - OVERHEAD POWER LINE THE MAJORITY OF THE CTION UNTIL SUCH TIME THAT STABILIZATION IS PROVIDED ON ,,w,, _ `b ~ ~ ' - )RITY OF THE SITE SUFFICIENT FOR NCDENR TO ALLOW REMOVAL. ~D ? '3. c.
28 THE CONTRACTOR SHALL MAKE EVERY EFFORT TRAPS AND BASINS ARE WATERLINE 5 ~ g r' ID BASIN ARE TO BE UNO RCUT PRIOR TO BRINGING TO FI ~ ~ ~ ~ k~Et~ti ~ S E NAL , ~ rd
TO CONFINE DISTURBED AREAS TO A MINIMUM. GRADE. EXTERIOR SLOPI - - - - - - - - DRANAGE RUN WOODS LINE ALL AREAS DISTURBED BY THE CONTRACTOR ~XTERIOR SLOPES ARE TO BE SEEDED AND PROTECTED WITH NORTH
" ^ ^ ~ AMERICAN GREEN S150. CLEARING LIMITS DURING CONSTRUCTION SHALL BE SEEDED. SLOPES ARE STABILIZED GREEN S150. SILT FENCE IS TO REMAIN IN PLACE UNTIL ;F ~ ' ~ ~ q q ~ ~ ~ tiRE STABILIZED. v ,v ~ l Z
~n, POWER POLE SHEET N0.
6 CLEARING LIMITS SHALL BE AS SHOWN ON THIS NO GRADING IS TO BE RIGHT-Of-WAY # LIGHT POLE PLAN. TYPICALLY ALONG PROPERTY BOUNDARY ~ 1 ALL WORK DONE WITHIN LNG IS TO BE DONE WITHIN 20' OF DUKE POWER TRANSMISSION POLES.
DONE WITHIN DUKE POWER RIGHT-OF-WAY TO BE COORDINATED WITH ~sa•~
C IRON PIN FOUND UWNtK WILL t'KUVIUt JIAKtUUI UV LIMIIS. DUKE POWER' CONTACT NER. CONTACT ROB KILLIAN AT 704-382-2628 OR 704-472-7431.
5' CONTOURS ® IRON PIN SET TEMPORARY PIPES ARE 50 0 50 100 150
t' CONTOURS UNTIL DRAINAGE SYSTEM ZY PIPES ARE TO FACILITATE MASS GRADING CONSTRUCTION TRAFFIC kINAGE SYSTEM IS CONSTRUCTED AND ABLE TO MANAGE RUN-OFF. ,
HORIZONTAL SCALE: 1 =50
OF 31 SHEETS

~ ~ ~ (724. ) ~ I ~
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4~ b ~ QQT' 9 ~ / i ~ ~ ~ ~ ~ s ~ r ~,T ~ i Lli ~ r , ~
~ ~ ti ' r , \ \(710. / ' t i oQ' y j. / s ~0 a, Q. I ~ r \
. ti ~ ~ ~ ~ ~ ~ o I ~ ~ o
o ~ ~ , ~ , /j ~ I I ~ ~ - , ~ j ~ ono , ~ / ~ .•w~ _ - ~ o ~o ~ ~ _ ~ 1 .
~ ~ 19.00 ~ ~ , , ~ . 1 t ,r ~ R~~ ~ 1 ~o I oT ~
~ q ~T Q ~ I I / , Afi T } ~ ~
~ I i ak . ~ F ~
C~ P~ ~ 1 ? ~ ~ r- q nor ~
' ~ ~ ~ I ~ - ~ ~ I V i ~
o, 0~ ' } . c' x ~ ~ ti c ~ k I ~ 1. ~ ~ ~ ' o R ` a W
o~~''` ~ ~ ~ I~ r llHE 3.1 SLOPES ANO STEEPER d.T r+ ti ~ ti 1 ~ j 17 W 1 ~
cS~,y ~ r>~ Irf WITH NORM N~IERICAN GREEN ~ ~ I i ~
a C4611AON S150 (OR APPROVED OTHER) p~ ~ ~y r J ) ~ I i $P t ) %i ~ •o /p
TYPICAL ACROSS Ste. p ~h• d, ti ~ fj I ~ ~ ~ LM~IiR
~ 0'~ ~ \ I ~ I 0 ~ ~ ~ ) n ~ SF~ OPaI SPACE ~ ~
1 ~ ~ A ~ I ~ tJ I ER Nina ~ sy
~ ~ b ~ ~ ~ - _ _ ~ ~ . • i'' ~ ~ ,-c ~A
~ QY 5 QP t ~ i ~T
LEGEND PROPOSED1 ~ • y , ~ ~ 3:1 ffiAPES ti ti ~ C \ - ~ ~ ~ 3:1 9LOf~fS ANO STff.PER '0(~T r \
~1 ~ ~ ~ ( / ~ ~ NDR'IH AMEP ~ ~ o o i ~ _ ? STSO (OR APPRa T '~F' IIH NORTH N~RICAN OREEN h ~ r 0 ~ ISO OR APPROVED OTHER ~A ~ ~
PROPERTY LINE v, d~ • ~ , o? ~ - 0-31 ~ ~ _ . _ • / 1YPIGl ACR06'S t ) loo, F , ~ ~ A ~Picx ACR065 ~ Q
c;~' , R W LINE dJ' ti ti ~ , ti ,fir/ 0 - INC DAM. TOP \
c~' - EASEMENT / ~ - ~ F for 1 _ _ _ ~ ~ ~ ~ ~ qp 712.50. 4 F J ' S ~
~ Q f Fti ~ ~ ~ ~ ~ - - UNSURVEYED PROPERTY LINE ~y'ti~' 6. ; l o !IQ SPa~wu? ?o ~r
~ ti ~ ~ ~ 4 - ExlsT. sMH _ _ 1' CONTOURS von ~ ~ ~L• ~ F'~e RIM-702.34 Y. Q ~ PFR NCDENR ~ ~ ~ ~ `,s
' 3 WEE CURB CUT. PROVE ~ 0 0 0 ~ cT SHELF=s9e.t4 \ ~ Z E-
_ 5' CONTOURS _ C' ; rf ~0ti ~ , L INV.89s.t , CLASS 1 RIP RAP 24 DEEP tidy' c~ ~ ? ~ ~f ` ~ A a` ~r o ~ , ~ ~ \ U
ON DYER OF NON-WOVEN R, ~ ~ . , \ PLIa>Q 16 lN1EAR FEET r T TELEPHONE (~0~~ FABRIC 10 xis ~ i , k' . _
( ) --r--- t CFIAMNrE1S IM11i C~ 8 s--- SANITARY SEWER - ~ ~ _ COHIROL Jl1S 8 OTC ~ qy+~ \ iA . \ '°tf ~ F T ~@ yam, Y
8 LEVELS QER _ - . Air ~ T ~ r ~ ~
a?s~rT LOS. OVERHEAD POWER LINE ~ ~ ~ ~ _ 31 _ _ _ _ - - i ~ ~ N ; S T ~ ~ ~ NC X11.1.
_ ~ _ w - WATERLINE ExIST. SMH ~ \ I , RNA 703.28 E N , ~ ~ \ r BEf ^ W YOl1
SHELF=694.81 EAR ~ v~~.~~.~.1.~v~ WOODS LINE SE I ~ ~ R V ~ \ ~
C/L INV=693.88 ~ ~ ~ . ~ 6 ~ P ~ ~ ~ r ~T cp ~ W
~ POWER POLE c tr~ ~r ~ 4 T Y \ pM (0 -
I HT ~S / ~ ' ~Ir ~ 0 L G POLE F p I/ '.roc F i 4s' 632 4 T 949 ~ r ~ Q
IF~F. o ~ti I ~ ~ ~ IRON PIN FOUND N q i ~ .fM ~ , r \ ~ . ~ ~ AVOlD UTIUIY o R ~b
F 9 ~ f~ r 101 r ~ - o ~ , p ~ R I ~ P ~ ~
~ ~ ~ D~~AGE CJ ~ ~ R, ~9 ~ ~ f"
v , a Hl~~ l ~ T - LEGEND (PROPOSED) _ i ~ ~ ? ~o'•~ •~F o Z
~ ~ ~a t Q ~ ~ ~ .c
cr:wTE=7 ~ ~ R,, ~ , ti: ~i - - # - - DRAINAGE STRUCTURE kPIPE - • - • - • - • - • - • - LOT LINES INV.=695.45 ~ ~ Q _ ( ~ - 0 r ~o . ~ L___ ~ r \ ~ \
- ~ F l ~ X40 b ~ r W i Z
~M O LI 30'12' 6 _ _ - _ _ ALIGNMENT CENTERLINE TE= .18 I .3 N ~ FABRIC INLET PROTECTION p 1 ALT. 817~ICHhiARK LS IRON P(TV SET ~J..
28 694. ~ i ~ l.... EASEMENT ~ ~ ~ \ ~ A ~ f r ALONG CIRCtF ~ DRIVE O
_ r ~ ~ .I ® SANITARY SEWER MH NO. NV. 8 53 ~ I V/ Q~A'~N • 7~~
RIGHT OF WAY ( ~ _ - STORM DRAINAGE STRUCTURE NO. I - r
® I;
~ GENERAL NOTE REFERENCE VALLEY CURB do GUTTER I ' EXIST. SMH
I; I,¢ ;I I RIM~706.61 SHELF¦898.81
DETAIL REFERENCE. STANDARD 24" CURB do GUTTER IST SMH I C/L INV~897.43
DETAIL NUMBER 'RIM=702.71 SHELF=697.01 50 0 50 100
SHEET NUMBER 5' CONTOURS n~ C/l INV 150
1 1' CONTOURS OUTLET PROTECTION I - HORIZONTAL SCALE: 1 =50 - wETt.AND CFIC«D)
28 THE INTENT ' F THIS SWALE AND BERM IS TO DNERT ~ SWALE CR06S SECi10N - _ 8" GRAVITY SANITARY SEWER RUN-OFF IN 0 THE WETLAND. OSS SECiTON
11 r LOT SETBACK LINES:
~ ( PICNIC SHELTER BY OWNER LINE ENTIRE SWALE AND BERM WITH - ETLAND W D~?RR: 06/07/02.
' FRONT 3 ' R A ( ) NORTH AMERICAN GREEN S150. ~ ~ 20 0 E R Ilri/13/~
~ - - . - . - ~ 5' SIDE, 12.5' CORNER PROTECT BERM DIRECTLY ACROSS FROM STRUCTURE REYa: 12/16/02 RppE
TI P R AI 1 H LNG G~ADE D-31 WITH BERM SEC ON E DET L ON S EET 8. EX~ PLAYGROUND (BY OWNER) ~ , ~~fING PROJRt,T Iio. 00100.09
ROCK OUST TRAIL 705.00 x
(6' WIDE do 4' THICK) ' ~ 704.00 • , lEli: >DDi DRAT~QriG !0[,DER
_
POCKET PARK ~ 2' 4' i LS NAIL SET Nr PO'WER
POLE AT END OF SPRRIG STREET »s 9CAT,ls: T>jOT;;1Z. 1 60
TOTAL ARFJI(PRD~ x.546 ACRES NOTE: LOTS 240 rk 241 ARE ON AN ADJACENT ELEVATION • 7T4.W,f
GENERAL NOTES NU1~ER OF LOTS(PRD) • i S6 0.674 ACRE TRACT OF lANO THAT WAS PURCli11SED
DWEWNG LOTS /ACRE • 4.00 LATFR AND WERE NQT MiCUJOED N THE Rt-PRD DR?TTti Dtl: ONE DETATCHED OMI~]11NO UNIT PER LOT REIONNiO OR 1HE CALCULATIONS 8T1DW. RxH
1~ THIS IS NOT A SURVEY. THE PROPERTY INFORMATION SHOWN ON THIS 6 THERE ARE B1 LOTS IN PROPERTY PARCEL INDICATED 1© BUILDING LOT SETBACK REQUIREMENT'S:
SHEET WAS COMPILED FROM EXISTING MAPS, SURVEYS AND BOUNDARY AVERAGE WIDTH OF 50 AND A MINIMUM LOT AREA OF 6,000 SQUARE FEET. DEVEL~PYENT REQUIREMENTS $~Q~j$~Q PROVIDED SUBJECT PROPERTY ce~cTpu TiY:
RUN BY ROBINSON do SAWYER, INC. FRONT YARD SETBACK = 20' IS ZONED Ri-PRD _ Min. Gross project urea 5 Aces 39.5481 Acres 1~4 R1IB DDS
7~ ALL WWDICAP RAMPS LOCATED IN MIN. SIDE YARD SETBACK = 5', (12.5' ON CORNER LOTS.) SURROUNDING PROPERTIES ARE ZONED R-1 WITH A RESIDENTIAL USE INTERSECTIONS SHALL BE CONSTRUCTED REAR YARD SETBACK = 30' (3II~iGLB ~'AI~LY R~IDENTlAL)
AS DETAILED IN CITY STANDARD 71 D-27 Max. gross density (dwelling units/acre) 4.9 4.00 r "Development ehoN conform to conditions ti~y~~[~rt,~rs~~,y with 40% density bonus (pe ort~ck: XI) outNned in tM cond~onal ~ permit, iJAfit~!
_ Y o4 INCLUDES AREA DESIGNATED AS TRACT II ON INfITAI CONDITIONS SUBJECT PROPERTY IS REZONED R-1 (PRD), SINGLE FAMIL ,~l ~ ~ ~ i" ',s' ' Min. front setback ~ 50' 50' issued February 20, 2001, and recorded 1r, ;
RESIDENTIAL HOMES. WITH THE FOLLOWING MINIMUM 8 HANDICAP RAMPS LOCATED AT ENO OF SHEET PLUS LOT ON CIRCLE VIEW OBTAINED FOR ADDITIONAL ACCESS PROJECT SETBACK REQUIREMENTS: SIDEWALK RUNS IN CUL-DE-SACS SWILL AND AN AREA ALONG THE SIDE PROJECT LINE THAT WAS UNCLAIMED, (con reduce to 25 w/ screening) of gook 3210, pages 551-573 in Me
, Gorton 'ter of Deeds,» Min. side setback ~ 20' (40 comer) 20' (40 corner)
FRONT YARD SET CK = 50' BE CONSTRUCTED AS DETAILED ON O5 POOL AND POOL HOUSE TO BE DESIGNED AND CONSTRUCTED BY OTHERS. ~ SHEET 17 DETAIL 6 (con reduce to 15', 30 w/ screening)
MIN. SIDE YARD SETBACK = 20', (40' ON CORNER LOTS.) 6 THIS IMPROVED COMMON OPEN SPACE TO BE CLEARED OF SCRUB, GRADED SMOOTH REAR YARD SETBACK = 30' OVERLAID WITH SIX INCHES 6 TOP SOIL AND SEEDED. ~ , a~~, ck 30 30 Mm. rear setba ~
~9 SEE SHEETS 4 do 5 OF 18 FOR LOT LAYOUT PLAN ( ~
4~ RESIDENTIAL STREETS SHALL HAVE A PUBLIC 40' R.O.W. WITH 17 PAR I T T T TY PAYEM NT " I-1 . 0 K NG LO 0 BE UGH DU E (6 ABC, 2 ) 5' EASMENTS ADJOINING R.O.W. LINES ON BOTH SIDES OF THE ROAD. 10 SEE SHEETS 10-14 OF 16 FOR PLAN do PROFlLE SHEETS n 1 '',~R Min. unobstructed ope apace 50X 72.OX (28. 53 Acres) pROPBRTY O11NER ~ ~ . ~ ~ OesUmed 3000 Obstructed lot ors t
CURB do GUTTER TO BE STANDARD 24" CONCRETE. THE DAN MOSER C0~'ANY
5 LOTS ARE SUBJECT TO THE FOLLOWING DRAINAGE ~ UTILITIES EASEMENTS FOR ROADWAYS AND SANITARY SEWER. IN ADDITION TO ONES SHOWN; 10 ALONG ALL REAR AND EXTERIOR LOT LINES ©CURB dt GUTTER IS TO BE VALLEY CURB EXCEPT ALONG Min. % of site to be common open apace 20X 24.1% (9.16 Acres) SHEET N0.
AND 5' ON EACH SIDE OF ALL INTERIOR LOT LINES. 11 SEE SHEETS 8 do 9 OF 18 FOR WATER DISTRIBUTION PLAN. MODENA ST., AT CATCH BASINS, RADII d: ENTRANCE ISLAND PO HOX 3250 Min. % of site to be improved common
ei i ri ioc is rn uivc cTnur DI u~Gf1 i junco ~ open apace: 12X 19.8% (7.821 Acres) ~(iNFReT. .~''ARTN(:4 Nif' ?Rtid? ~ ~
/\LL VV,\V d ,V Yl1V .II VL I I.rNY.Y V1~VV,? ,1• asa+a'W il+RiY w • Vii \ M a• v w v a 1W
12 BASIN MAY BE REDUCED AND/OR REMOVED UPON APPROVAL 19 PARKING LOT DRIVEWAYS TO BE 24, WIDE AND BUILT TO
BY NCDENR. CITY STANDARD. HAVE FORMS INSPECTED PRIOR TO
POURING. CONCRETE TO POINT OF TANGENCY.
REFER TO CITY DETAILS do SPECIFICATIONS 71D-16.
OF 31 SHEETS