20030057 Ver 1_Site Plan_20030122

These drawings are instruments
Q of service and as such remain ~ the property of the engineer,
CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG CHORD ~ No copies or reproducttona of , " ~ p o these drawings are permitted
Line ID Line Length Incr,Area TotalAreo RunoffCoeff. IncrC x A TotolC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TotclFlow CapacFull Veloc Pipe Size Pipe Slope Ct 92'30 40 20.00 32.29 20.90 S5014 24"W 28.90 N a w ~ without consent of the engineer.
ft ac ac C min min in hr cfs cfs cfs cfs ft s in C2 8'34'34" 208.98 31.28 15.67 N08'19'30"E 31.25 z Upon completion of the work
x B 43 0.82 1.23 O.8 0.66 1 5 5.3 7.5 7.53 0 7.53 23.68 6,61 15 13.44 C3 95'55'58" 20.00 33.49 22.19 S35'59'57"E 29.71 w ; OAK L. ~ of drawings(except the controct " ~ o J~ copies^ ineerto be returned to C4 55'5710 80.00 78.12 42.49 N1411 02"W 75.06 z ~ ~~l the e g
Z ~ Copyright © 2001
5 C 42 0.41 0.41 0.85 0.35 0.35 5 5 7.6 2.65 0 2.65 6.46 2.23 15 1 1~ ~ g
126 i p8• / \ ~ I v - / ~ J ~ v~ ~ ~ - - - ~ ` r` ~ ~ o:
/ / P - \ PROPOSED ASPH T ENTRAN ~ \ - / CE I ~ ~ \ \ ~ \ - ~ o - - ~
' 8" HORE do JACK TO TEMPLE BAPTI T CHURCH (BY OTHER) I ~ - / ~ ~ i ~ / " ~ I l 1 \ ~ ~ ~ - l - \ -
~ ~ ~Yf 16 STEEL ENCASEM NT PIPE ~ / i PROPO.~ED ~ / ~ I i - 1 t ~ \ ~ \ / ~ - - W
/ / OGHOUSE ~ / / v i o \ \ - 1 ~ \ ~ - ~ , ~ HILLOCK P ~
~ ~ TE LOCATION ~~2~ ~ ~y '~1 /APPROX I \ / I, ~
> F EXISTING 8 WATER UNE 93 / ~ / 9 / ` - - ~ 1 r' / ~ ~ / N -
/ 8 I "P I Ex 8 ~ / \ J / / _
40 t ~ /
D E / J ~ / ~ ~ /
/ / , , ~ _ Pip 50 ~ ~ / / .ice / ~ =.i--~-" . . I ~ EXISTIN MA1 f l0 I G I l ~
/ / - / , , - - ~ ~ , DI ~ ~ ~ ~ ~ ~ 8 SgNCAiION OF INTERMITTE T ~ ~ / / / / \ ''~1~rsfarEff-- - / REAM BUFFE / / ~ ~ ~ N VT(xN1TY MAP s~ ~r~. - / ~ ~
11 \ / D~ W - ~ 1 ~ ~ i - - ~ uane tewart
- - ~ - ~ 0 ~ 30 R, ~ . I - \ i \ 1
\ \ ~ & ASSOCIATES INC. i \ - ~ \ ~
~ ~ / n a {y~p~ 'd, ' rf~p, \ ~ / ~ \ \ \ ~ C CONSULTING ENGINEERS \ SITE NOTE., v ~ \
u91VE ~ - , ~ ' ° , ~ Z THE '3A ~ ~ / \ \ ~ \ \
1 ~ ~ / \ \ v V~ = owNER 'APPUCaNT
i / / ~ ~ Q r i ' ~ ~ v-U~ / i ~ i ~ \ \ TRI IfY BUILDERS Civil Sanitary Environmental 1
/ 3 AK ~ ~ ~ R00 ZONE \ ~ ~ 1921C NORTH POINTE DRNE Planning ~ Design ~ Survey \ \ URHAM, NC 27705
j~ ~ ~ • ~ 'i- ~ p'~"` ~ ~ PHILL SWEIGART N TE M~ ~ I ~j TR '~C0~75TRUCTIOIV; , i.; kQ ru D.B. sos/eoo ~ 1 - \ \ 919)471 0807 + ~ \
~ ~ N P TECTION' •50 'TAT R ITTENT P.B. 1 s/1as WRENCE LLINS l ~ASE~fF.N~',., .A ~ N \ ~ ~ DURHAM COUNTY TAX MAP REFERENCES - ~ 1r \ \ TM 821 BLOCK 01 LOT 005 TM 609 BLOCK 04 LOT 019C 1M 809 BLOCK 04 LOTT 019D • A ~ ~ ~ ~ 3715 Unwerady Dnve
F NCIN ~ STREAM B FFER J D.B. ao 711 / ' ~ ' D 50' EUSE T.M. eas-oa-o19A ~ ~ / TOP ~ E ~ l \\G / 1 1 ~ \ ~ 'DURHAM. COUNTY PIN Durham, N.C. 27707
• ~,O ~ I ER BU FER ' PIN: o61a-a1 as-3227 8. 54/7 Z ~3ANK " ,i ~ ? ~ ~ ~ 1 ~ E NOTE) ~ usE: sINGL FAMILY 1 Ci \ 0814-Ot-46-5290 •0814-01-46-2150 •0814-01-45-2825 919 490-2999 1 fax [phone]
~ T. .809-~ 0 8 W ~ ~ ~ ~ PI 14- 1-45-26 ~ . ' ~ ~ ^ Z NED:' RD W E- WATER`HED \ i 1 ~ ~ \ ~ BOUNDARY INFORMATION TAKEN FROM BOUNDARY PLAT BY TPoANGLE ( ) i~ eosEPH REVILE a-mail; info0dksa-tsi.com ly \ SURVEYORS.
f . ~ ~ .r ~ \ ~ / ~ ' o~ ~ ~ D.B.172/5a5 \ ~ www.dksa-tsi.com I ~ \
ONED: W B WATER~D c,y n :,r ~ r ~ \ ~I z ~ f 1 P.e. ADZ/se \ \ \ \ ~ AREA OF TRACT; 10.281tAc. (447,840.36 SF) 9-04-019 ~ \ # r~.M~. so ~ ZONING: RD
/ , ,8 ~IWLf , ~ ~ , \ 81 x59 CORR ATED STEEL PIPE W~/ FUL \ ~ ~ . BITUMINOUS GATING IN IDE AND OUT AVE E T I PiN: D81,4-01-46-3571 A I / \ ~ TOTAL N0. OF LOTS: 12 SINGLE FAMILY LOTS
i / ! . ~ ' , ~ . < 5R92QSED CO CRETE \ \ ~ y ~y' • ~ a TYPE C 1 AUGE 15X1 CORRUGATION 1~,' 24" WI E ~ , ; r,T ~ ; • HEADWALL ( " " \ , ~ o 1 D~~ OR X~9 UMf usE Nc~E RAMIIr \ \ ~ MINIMUM LOT SIZE REQUIRED PROPOSED = 30000 S.F. / ~ /
o ~ ) NUM CORR ATED PIPE ~C GAUGE\ ~ • ; r ~ r ~ ~ ; ~ / AND 3X 1 CORRUGATE W 4" \ N ~ ~ WIDE tOC ACID) W E- ATERSRED \ \ \ \ 1 ZONED: RD / SEAL \ THIS Sf~T: IS NOT IN THE 100 YEAR FLOOD AREA PER FEMA MAP
. ,r"~ / ~ ~ V A / \ 37063000546, DATED FEBRUARY 2, 1996.
~ ~7 R YDRANT 1 - ~ / ~ ~ 1 • A SEMBLY ~ ~ / ~ WATERSHED DISTRICT OVERLAY: E-B • •
,C r • ~ , / ~ " ' ~ ' 45'7 7 , _3.1~~~ i 1 N 15'4 35 E 128.92 ~ A ~ \ / \ CAR
` -.'ice` ~ ~ ~p ® BUILDING ~ 1 ~ ~ THIS Sf1E ~ IN THE NEUSE RNER BASIN. . ~ / • . SS ~ A p,,.otiE Ip '.ti •
~,~,"1 OAK 2~OAK / - v V - ~ P Z / ENVELOPE ~RO OSf6 CO p ~ \ \ _ \ tiy•,~. ~ R IS NOT ANTICIPATED THAT ANY WETLANDS WILL BE IMPACTED BY THIS : Q SEAL ~
/ ~ ~ / ~ 15 4 17.48 / /HEADWALL ~ ~ ~ / / / ~ fro, C~% ~ t, DEVELOPMENT.
/ / 1 m~ EXISTING P OP,€RTY - ~ ~ ~ "iRF~ ~ t ~ , 5987 • tE!` ~ ~ f , y, 50 f FOOT WIDE UNDISTURBED STREAM BUFFER EACH SIDE OF STREAM, ~
ROT TION / LINE HER REMOVED V ~ ~ r ~ n ~ / / FEN ING ~ ? ' _ _'4'A`i e , , i ; ~ ~ MEASURED FROM TOP OF BANK. NO CLEARING OR GRADING OTHER •OG ; " THAN SELECTNE THINNING AND ORDINARY MAINTENANCE OF EXISTING '~I~••' P
~1 TH T r • a ; ~ - VEGETATION PERMUTED. BUILDINGS AND 0 ER FEATURES HA ~ K,
I r N - R UIR G IN AN N ON S BE SET BACK AT ~ EQ E RAD G D CO STRUCTI HALL , . LEAST 10 FEET FROM THE EDGE OF THE STREAM BUFFER.
/ / ~ ~ _ ,i ~ , ~ ~ / / ~ ~ V PRO T~ . ~ ~ / / ~ , f ~A / ~ ~ FfsNCING ` ~
~ ~ i ~ ~ ~ / ~ XISTING PROPERTY ® 5 4 TOPOGRAPHICAL INFORMATION IS FROM Cfll' OF DURHAM R / tZ \ - TOPOGRAPHIC MAPS
/ ~ ~ / EBY f~EMOVED ~ ~ } ~ LINE HEM ~ g / / m ~ n 9 \ REVISIONS
LA'1vRENCFICOLLI / / ~ ~ © / 1O ~ EXISTI PROPER 30,001 SF ~ ~ I m 1 ao 1 ~ 146 ~5F z 0 ~ ~ ~ ~ ALL STREETS ARE TO BE PUBUC. !'G \ 146 ~5F 30, \ ~ ~
/ D~ / LIN HEREBY MOVED / / w ~ v ~ 3 , / / ~ Z 2 36" Y P.B. P3 8 / / / / ~ / / / I 30,155 SF v y ~ SfTE TG UTIUZE CITI' OF DURHAM WATER ~ SEWER \ /
/ , r w / ~ T.M. 1 01 7 / / / i 4 t / ~ A ~ E L_y 1 ~ > / ~ er commen s
SPIN: 81 0 - 5-3652 / / 1 - / / .J \ A A /o / Y.- / -ABD S ~ ~ , ~ ~ EE SAGE' E'ft` 7 ; 2 PRO SED ~ ~ BUILDING SETBACK REQUIREMENTS; SEE LOT DETNL ~ _ er i
Vac ~s / , ~ \ . / / 3r sa3 f ~ TYP, / 4 / i~, % / ( ) 20 / ~ 15 \ TOR EME Elam Z~D: ~ D -B WAT SHED ~ ~ ~ AND t E>asn EAn ~ t PROPOSED PRESERVED TREE COVERAGE AREA TO BE 20X OR GREATER.
/ ~ / , ~ / . 3 , 52 SF ~ / - v A M -NAIL I ~ \ \ BE R / ~ ; ~ ' ~ ° i ~ FlRE HYDRANT PINE µo ~ REQUIRED TREE COVERAGE AREA = 89 566 S.F. =2.056 Ac. 20X BE R RER ; _ ) er n Ineerln commen S
/ / ~ t ``-y? / ~ / / ~ 422 , 4" PVC \ ~ ~ 19 E 448,as u • / f~ ~ ASSEMBLI~ A ~ - ARNO~D w. PARKER PROVIDED TREE COVERAGE AREA = 91,111 S.F.- 2.092 Ac. 20.35X \ _ = er n n nn ommen s a ~ _ o. t t ~s/sao PROVIDED TREE REPLACEMENT' AREA 3,960 S.F. .091 Ac. (,088X
~ / / SEWER v ~ L ~ / 1a" OAK / 424 ' EP-EP SERVICE \ ' ~to5 :zs TOTAL "'REE COVERAGE AREA = 95,077 S.F.= 2.183 Ac. (21.23X) r amm~ c mmen s e / er amm~ c mmen s
" SWE U / / \ U1 T.M. 820- 6-OOtB ~ LOTS F,~E TO BE GRADED ON A tOT TO LOT dR,SSTS. pld: ~
/ / ~ ` Y / 426 ~ _ „ oAK XISTIM / UCER ~ ~ LINE HI XISTING PROPERTY V AREA N, m: oe:a-ot-as-s~z2
' - co / / \ 2 LINE HEREBY-R{-NIOV ;~2., ~y>'- o usE: sIN~LE rAMi~Y ~ ALL Ct VSTRUCTKIN SHALL CONFORM TO LATEST CI1Y OF DURHAM ~ , 1, ~ STANDARDS i4 SPECIFlCATIONS. ' p ZONED RD W/ -8 WATERSHED
/ / / / w, / ~ / 428 6" DIWL ~ ~ t0 ~ ' ~ ~ 27" N LE ~ ~ I co # STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. THE 8 ,
/ ~ / / ® \ ~ ~ oAK / / 60~PUBLIC ~W 8" SS 8 \ ~ ' - rn CITY OF DURHAM ENGINEERING DMSION SHALL REVIEW 2 w AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO
n / / _ / / ~ h / ~ / / 428 4 ~ C 590 SF = ~ SUBMITTING THEM TO THE STATE FOR APPROVAL.
~ ST MOBILE HO oAK \ " ~ ~ ® i 4 P & E ' ; p 0 h 1 0~(l \ a c0 4" P & BLOCK ~ r % ~ I ~ ALL LOTS ARE TO BE ACCESSED INTERNALLY. rn `
TO BE REMOVE T I . ~ 0~ 10 - 1 O~(OFF ASSEMBL ~ Q1 ~ NCDOT DRNEWAY PERMIT REQUIRED PRIOR TO CONSTRUCTION.
/ / Q~ ~ / 0 / / i~. \ Q y~ 3 sr, CONTACT NCDOT AT 560-6854 FOR REQUIREMENTS.
RT 8 SE P / / U~ ALB L f 1 MA L Q~ 12 1~ \ I ~ ~ ~ ~ ~ , ~ No o PR CTION ~ MFR ~ ~
D.B. 2498/ 75 "'p0~° MAi'LE ' f F. ~ ~ 30,11 ~ / EPo EREP ~ ~Y ~ ~ ~ P.B. 103 83 ' 33 724 ° ° ~ I / tta 16 h FENCI r~ ~ TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLmON, E REP AR \\~o r or LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT.
F ~ \ _ / /S s Q HEAVILY wooDED~,9 S 0 S, T.M. 821 01 0076 ' EX - - - / WITH MALL INES AND E ~,9 S 0 S. , R \ 7
1 1 0 I HARD GODS 1" 6". PIN: I°814-01 45-5575 I 1a° oAK THE TO A / 1 E ~ 1 • OPEN SPACE; TREES,TO A MIXTURE ~ OPEN SPACE REQUIRED BY DURHAM SUBDMSION ORDINANCE 12 LOTS 0 575 SF/LOT = 6,900 SF
I FAMILY 1 ~ / 1 ~ USE. S NGLE I , ®20" OAK V! ~ OF WILl01r\V 0 ' ~ ~ ~ OF WILL 0 RED MAPLE, Y A. LMOT~I " ~ ~ErrRE ~ PAYMENT IN LIEU OF OPEN SPACE TO BE REQUESTED
R W -B WATERS ED I ° BE A N, ZONED D / ~ ~ 5 p BE A N. 0 ~5 ~ \ D.e. zao3/:ew PAMENT IN LIEU OF OPEN SPACE DEDICATION TO BE MADE PRIOR TO APPROVAL OF ANY FlNAL PLAT CAL PE . Fri ~ ; P.B. ias/tza J
~ ~ ~ ~ CAL PE . ~ _ 0 ~ I ~°~0,148 S~ 1 - _ 30,460 ~ \ 1 S T~ ~ rla,azo-os-oo:c ~ CfiY STORM DRAINAGE EASEMENTS:
~ ' - _ - - - - _ a EX. DRNEWAY I 0' ~ \ 7 ~cA PIN: oeta`e1-as-sin CENTERLINE OF 20' FOOT WIDE PUBLIC STORM WATER DRAINAGE EASEMENT.
\ - s' 15 TEMPORA Y C/ROS \ I - i ~ - - RAGE'L - c~ (TO ~ REMOLD) ~ \ . ; s": oAK:` Y TWI 5" 1 s" _ T v _ - , DRNE - - _ , a ACCESS~1 MENT o. w v 7 ~ ~~A M I Y ~ FR use slNCl~ ~ OWNERSHIP OF, AND RESPONSIBILITY FOR IMPROVEMENT AND MAINTENANCE
erzo'„ TP ~ / o: \ 30123 X30 123 SF ~NE . D w/ E-e waTE~sHED OF STORM WATER FACIImES IN THIS EASEMENT REMAINS WITH THE p\
EXIST. WELL ~1Vt`'At2EA yy~~ ~ ~ tt ~ N ~ Z S ~ \ HO E (TO BE R OVED ~ 7,202 S.F": ~ t ` " " K ~ ` ; ~ ~ \ to ' ~ - ` I ' - _ . ~ W \ ~ ~Fa GRANTOR. IF THE PROPERTY IS WITHIN OR BECOMES A PART OF THE CITY,
PER DURHAM COONTT~~ - ~ , ' }8",~ , ~1N ~ - ~ A HEAL DEPT, REGULATIONS 2~ ORK ' • `ti J ~ ~ ~ \ \ THE EASEMENT AND ACCESS POINTS TO THE EASEMENT ARE SUBJECT TO ~ ~ ` \ I
~ V - - - / V A \ yam-%' ` _ _ ~ ~ , ~ ~ THE TERMS AND RESTRICTIONS STATED IN THE "REVISED DECLARATION OF ~ dl ~ \ ~ RIGHTS AND PRMLEGES OF THE CITY OF DURHAM IN STORM WATER ~N/
\ v ~ L.[. ~ ~ \ MANAGEMENT FACllfil' EASEMENTS RECORDED IN REAL ESTATE BOOK 2298,
PAGE 208, WHICH DOCUMENT IS INCORPORATED HEREIN. THIS EASEMENT
- - - , „ ~Z-a~ - " - ~ _ _ _ _ _ _ _ - - - " " " - AND REVISED DECLARATION DO NOT CREATE THE OBUGATION TO PROVIDE
~ ~ 6'23 45 11.89 ~ ~ \ ~ ~ ~ ~ c~ , ; _ EIP 85.66 _ _ _ _ _ _ ` _ _ _ _ _ _ _ _ _ _ _ PUBUC MAINTENANCE. NO BUILDINGS, STRUCNRES, FlILS, EMBANKMENTS
\ ~ ~ ~ ~ w WES~Y T. PARRJSH ~ ~ ~ ~ A \ ~ ~ ~ ~ ~ ~ / 'tat \ D.B. 263/563 ~ \ ~ ~ ~1 ~ ~ ~ ~ _ _ - - - - - - " " - 1 - - DR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING
a THINGS V ~ , KATHRYN J. HU C I I ~ \ P.B. 03/83 ~ \ - 1 I , \ , \ 1 ~ 091 809 ~ - - ~ - ~ TO THOSE TERMS. ~ _ - ~ ' ~
T. 821-0 0 ~ 1 ~ , - ~ ~ THE DEVELOPER IS RESPONSIBLE FOR FABRICATION AND INSTALLATION OF ALL REQUIRED SIGNS
PIN. OB - 45 ~550~,. ~ ~ \ ~ P.B. 93/6 \ \ _ \ 1 _ ~ ~ ~ 1 U ~ ELLA MAGGI RA \ ~ T.M. 8 1-00#8-- l - - ~ ~ ~ AND PAVEMENT MARKIN WITHIN TH PUBLIC RIGHT-OF-WAY. TH LOPER SHALL SUBMff ` GS E E DEVE
\ N FAMILY ~ \ \ \ US . GLE ~ \ & FE D ROTHY CHRI TINE , PI -0 - -9329 \ ~ \ \ ZONE . RD W E--B~lkTERSHED \ ~ \ , / ~ ~ ~ D.B. 2416/373 ~ ~ USE. R /RURAL RES W/ACREAGE' A SIGNING AND MARKINGS PLAN TO THE CITY AT CONSTRUCTION PLAN STAGE FOR REVIEW AND ~ \ APPROVAL ALL SIGNS AND PAVEMENT MARKINGS SHOWN ON THE CONSTRUCTION PLANS MUST
V ~ ENO C921~MONS ~ / , P B 137 183 \ \ ~ ~ BE IN PLACE PRIOR TO THE ISSUANCE OF ANY CERTIFlCATE OF OCCUPANCY, ` ' W
INC. \ \ ~ \ ~7~0 D RD W/ E-B WATERSHED ---~'~49 ~~OMEOWNERS AS'80C, \ KRISTI L. HA SLEY T.M. 821-01-0042 ` ~ , ~ ~ ` ` _ ~ _ ' ~ ~ # THE LACATION OF THE SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC: A
\ \ ~ D. 580/840 \ ~ p, 73 28 14-0 -46-8033 \ as \ / oe ~ 1 , \ a \ P.B. 137 183 ~ P.B. 1 7 183 I ~ ~ / \ SE. PAT 0 E \ _ J \ ~ \ ~ ~ CITY OF DURHAM AND/OR NCDOT ENCROACHMENT PERMIT IS REQUIRED
\ - ~7 ~ \ ~ ~ ~ T.HT"821-01 004A 0 \ T.M. 801- 1-004Y T '~E ~ ~ ' ~ \ N DR W/ E B WA ERS D \ - ~ ~ ~ PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMfTS, ~ \ ~ ~ PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION
\ \ -Plpl, 0814-02-55=t9~8 \ \ OSt -Oi-4 -8933 \ ~ \ ~ l ~ ~ I \ \ ~ ~ \ s INSPECTION OFFICE AT 560-4326 FOR APRE-CONSTRUCTION CONFERENCE
USE: UPEN'SPACE & PATIO HOktES USE: P T10 HOM .O \ \ \ \ N \ -B WATERSHED A ~ ~ ~ N ~ h' AND FIELD VISfT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK. a ~ ~
-ZQNEG: PDR / E NED~~ -B TERSH D " \ 1 ~ V -
H
g
~ SPECIAL CO DITTO S OF APPRO AI N N V ' APPROVAL
J W
a Y TOTAL IMPERVIOUS AREA NOT TO EXCEED 24X, ~ FNAL PLAT AND DEED DEDICAIIN !T Z N • JD DEED DEDICATING RIGHT-OF-WAY TO BE RECORDED PRIOR TO THE
tv ~ " • IMPERVIOUS AREA SUMMARY ISSUANCE OF BUILDING PERMIT, BUILDING PERMIT.
AREA OF LOTS EACH LOT MUST BE 100' IN WID q ~ ~ ~ ~ 5T BE 100' IN WIDTH AT THE POINT OF BUILDING SETBACK.
N INCLUDING RIGHT-OF-WAY NOT TO EXCEED 24X + PRIOR TO THE APPROVAL AND SI DATE: 04-11-02 :.APPROVAL AND SIGN-OFF OF THE FlRSi FlNAL PLAT:
0 447,840 SF (10,281fAc,) x 24X = 107,482 SF PAYMENT-IN-LIEU OF OPEN SPA LIEU OF OPEN SPACE IS REQUIRED. SCALE: 1 "=50'
$ 30,000 e,L 30000 e,t, IMPERVIOUS AREA OF STREET = 29,174 SF MOBILE HOME MUST BE REMOVED PRIOR TO THE APPROVAL AND
MAXIMUM IMPERVIOUS AREA PER LOT: ~ THE EXISTING MOBILE HOME MUS V NOTE: MIN, ~ MIN, m o TOTAL SIDE YARD SETBACK 9 TOTS: 1,2,3,4,11 dt 12 = 5,000 S.F, SIGN OFF OF THE NE%T FINAL PI THE NE%T FINAL PLAT. JOB N0. 136-04.10
" TO BE MIN, OF 30' i2 t2 ~ 12 TOTS: 5,6,7,8,9 do 10 = 3,500 S.F. .5 I, I > I. I
MAXIMUM IMPERVIOUS AREA OF LOTS do STREET = 80,174 SF, (18X) DRAWN BY: EML
*ALL LANU~ WINU MUST Ht IN t'LAUt f KIUK IU KWUt51 tUK A
CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE. v CHECKED 8Y: DKS
> * EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION - WILL INCUR A =100 RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY
c w THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO i i GRAPHIC SCALE
c~v REINSPECTION. 1 50 0 25 50 100
TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, w LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT. Q SHEET J
LH I-100' MIN. -I 100' MIN. - ~ LL 1 inch = 50 ft ~
co * ROOT ZONE PROTECTION AREA 0 TYPICAL BUILDING ENVELOPES/MINIMUM & PROPOSED SETBACKS EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING N
a TREES, OR SIX FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE
Y ALLOWED WITHIN THIS AREA. 0 PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION 0 OF 2