20030898 Ver 2_Site Plan_20070316

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I I E ~ ~ ~ ~ , , ~ ~ ~ PERMANENT JOB NO. ENT 72841
~ p f 1p ~ ~i / / / ` /
i ~ I . 1. ,f, ~ ~ ~ i I } t T ! ~ f i \ \ ! ! } 1 t I ~ I f ~ _1 ~ f t I ~ I ~ f I } ~ ~ - , bETEN ION / f i 4! I 1 I j I~ I DESIGN ARK ON r #f ! l3 1} I r f r
~ ~ 1 ~ ~ il'~ J 1 ~ v _ 1 k T ~ ~ BASIN Na. 7 / ~ 1 } I I / / I v~ I + ( } - ~ / Vo. 7 DRAWN
i i ~ t 1 / i I ~ ~ ~ k N , ~ -,SEE SET ~ DET # r i r i r i i MAT t/ r## r r r r CHECKED
e I I I / ~ i l r I R/ f t ~ \ 1...~ i I [ I f ~ ~ ~ ARK
~ I l1 / \ e ~ . t1. / r/ i t i 1 R ( ~ i ~ ~ 1 f t M 1 ~ ~ i ~C { ' ' # ! SCALE
DRAINAGE . d~ .t, / I \ ~ v , ~ N N ~ e ? 0 g } { ~ v ~ P I A ~ ~.t,~ : 1 / / i r i I k 1 / ~ ~ 1 ~ , ~ ~ r } 4 i i~~ ~ 1 I t ~ 1 ~ ~ ~ / ~ ~ ~ ' t5'7 ~ i i ~ I i } 1',, t t i ~ / / t r I w I ` I / • `N ~ ~ ~ 20 r~ATE, } 1 ! ~ / / 1 I I i ~ ~ / ~ ~ ~ 1 l I i I f~// NONE
! F v~v ~ E A U l i a ~ y v EMENT ~ <E / ~ e t \ ~ - 11111 ~ / I \ \ ? \ 11 1 / l ! ! ~ ~ 1} t! I - f I _ ~ SNAG I / / I i / } t t i I / N i I I ~ - / ~ ~ F."i4SEkfiEIVT FILE FW1112--DB
t i r S tiles ~ • ~ \ \ ? ! ~ } 0 t 1 ~ \ e~ , _ i ~ ` ! ~ r I N _ I ! ! i I ~ r ~ ~ ~ }t I N ~ ,
1 . D NK1N ( , ~ { ~
\ f .s ~ U~I~ ~ 1 ~ l B ~'i \ . I ~ , STR ~ ~ ~ ! ! 75~ L~IEL S EA~9E cA p I r ~ i ~ E ff l
~ t ~ t I I . e / ~ . r ~ ~ FES INV. OUT 264.OI ~ \ , ~ ~ . ? ~ , , . / ~ ~ i ~ ~ \ e 6 x6 x22 D CLASS B \ i ~ i r f ~ . , . 1 ~ OUT 264.08 , ~ I I i / 1 ~ I t I 1 i . c.... , r ~ D CLASS B I i I I I ! INV. ~UT 2 8.50 k } I t -
~ \ i t ~ ih J ,FES INV. OUT 2fr4.50.~;~.,`; , _^i..,. ~.....-f r, ~ ~ ~ ~ ` \ s 0 P IV ~ ~ t ~ ~ \ RIP-RAP FOREB,4Y I tkl FORfBAY , i I I / I I 1 } i I I \ } ~ ~
~ DRAI C ~ ~ ~ i Z O x4 x22 D CLASS B • ~ ~ I \ ~ ~ ~ ~ \ ! t ~ v v ~ h t 1~ RIP-RAP D1SSlPATOR : ~ i ~ ~ ~ v ! ~ ~ I ! I i / x2 d CLASS/ B 4 i ! 1 ~ ~ a: ~ ~ ~ ~ ~ - 1 ! O t l I , 1 r, i , ! ~ 1 1 I I i 1 ! / RAP DtSSIPATQR 1 ~ t f I \ ~ , ~ r ~ ~ _ _ _ -
~EASEM T ~ ~ ~ ~ I .1 } . } I ~ ~ \ \ ~ ~ ~ \ 24t L ~ ' I I ! I I i I I ? f I 1 11 ~ ~ i I i ~ l ! 0 1 ~ ~ / / / I I I / / / I I / o / / ( \ ~ 1 + - ~ USER ST E E ,INV.110UI- 264.02 1
~ / f ~ , I t ~ ~ ~ RCI~ I .35~ ! I ~ r1,. ~ ~ ~ ~ v ~ ~ v 1 ~ i 1 ~ t / ~ DET NTi N I } X32 LF 18 / / 5~ X22 D /r PZI AR P /CLAS 8 IPISSISTOR
\ ! I i /1/ ~ t ~ ~ ~ / ~ r~ I '7 / ~ / ~ 1 ~ r i > > ~ ~ ~ , .RASE 11 ~
RIS ~ 1 \ ~ } ~ ~ ~ ~ ~ STR CT rf ~ ~ 1 i ~ ~ ~ \ ~ ~ ,252 i ~ ! I ~ 1 / i t l ! t ~ ~ 4 LF i ~ SflP f ~ 41
1 ~ i ~ 1 t t 11 ~ ~ ~ / r RI ER I \ i24 RCP i 1 ~ _ _ _ ~ ~ ~ I ~ } / s RUCT RE r f ' ' 1 f ! . ~ ~ GRE NAY ~ M 7` ~ - I k I Li I } r~ 65~ ~ ~ ~ ~ ~ ~
\ \ \ ? t ? C ! ~ \ \ ~ ~ \ \ \ ° `i` \ i i I \ \ ~ \ \ 3 ~I S SRCP \ ~ I ! \ \ i I k { i I a1 ~ r i ! r f t II!' ~ ~ ~ _ ~ i I } 1 / ( I I 1 I I ? 1 1 I ~ aii ~'~r u~qt, ~ ~e ~s / 1 } r ~ ~ I r 1 r \ .3t EEES'ilW. OUT 248.6 f 0
( - 2 I k I } ~ / / ~ ! }I I t ! TWO 30,E-E~/ ~ \ } } / ( r r J I ? FES INV. i0 T ~ 6.00 n ! i t 1 / ~ ~ r ; } ~ ~ _,_SPR~`RD 3'SE . ~ 6x6 x22 D CLASS~B- 248-62 ti
~ 4 \ . e \ I f \ X~ ~ ~S \ ~ ~ \ ~ ~ ~ a ? FES INi/ OUT 263.50 } i 1 \ \ ~ ~ \ \ \ i ? 1 ' X \ ~ Z t i I ~6 x x22 D S 8 _ 1 t i ! 1 / ( ( ! ~ ~ ~ f ~T~ FOfLI1ETAfL - RIP-RAP FOR~Y
~ e \ ~ ~ 6 x6 x22 D CLASS B } i ~ ~ ~ ? ~ \ } 1 \ ~ e 1 • ~wuy ' ~ - AP FOREBAY ' ! } i I ~ ~ \ \ ~ ~ ~ ~ ! } } ~ \ ~ \ ~ o ~ RiP R ~ \ 1 } } ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 1 1 ! t 5 1 / ~ f r f ? ~ 1 iP RAPI - - - - i f I I ~ r i ~ \ ~ I i ~
\ ~ ~ Leo ? t t } 4 4 } ~ ~ \ ~ ~ ~ ~ ~ ? i ! \ \
/ ( } ~ t
v ~ ~ ? 43 LEVEL SPREADER . \ ~ \ ~ \ \ t ~ \ \ ~ SEE SHT. 5 FOR DETAIL \ \ \ \ ~ \ \ t \ t - ~ i ~ f ( r \ ~ f~ y ~ _ _ _ _ _ ~ / / ~ P RMANENT RSION \ 1 t \ ~ ~
III ~ \ ~ ~ ~ \ ~ \ \ ~\\l~11111t\~\1 _ t
No. 8~ EE ETAIL 1 ~ ,i\ / LL
• • I! I i i l } i 1 ~1
scALE: ~ ~ = 40' scALE. a ~ = 40' SCALE: ~ n= 4O' ~ I I ~ + f , I ~ ! i r • ih G\2
+ ~ ! f 'i'ce t } 1 n r .-~'",1. SCALE: 1 = 40 2O PRii/ATE
TRASH RACK 3/8"~ STAINLESS STEEL " TRASH RACK 3/$"0 STAiNLES; " DRAffaA~ m
SEE DETAIL DRILLED 1N ANCHOR 6 D.f. SEE DETAIL DRILLED IN ANCI /8 0 STAINLESS STEEL " 71LLED IN ANCHOR T 2 RCP OR D.1. EASEMENT Ul CD CIL W ~
4 PER SIDE {MIN.) HDT DiP GALV. STEEL 4 PER SIDE {MII ~ HOT DIP GALV. STEEL PER SIDE (M1N.) " TRA5N RACK 3/8 ~ STAINL.E5S STEEL "
TRASH RACK 6" " TRASH RACK 6" S DARE OPENIN 6 SQUARE OPENING Q G SEE DETAIL DRILLED !N ANCHOR t0 D.I. 6" ~,Q~ = 265.63 _ HOT D!P GALV. STEEL 4 PER SIDE (M1N.}
_Sj_Q,o = 268.52 WEIR WEIR - TRASH RACK 6" " 8 SQUARE OPENING 6 Z
8 2 286.55 MH STEPS 266.T4 " 265.70 MN STEPS - _ = 265.27 " ~_.,Qa = 259.80 ~Q Z
12 D.G. " _ NOTES. " _ NOTE rz o.c WEIR - NorES: ~ 259.80
8 CMU FILL 8 CMU FILL ~ BLOCK CORES " t, FILL BLOCK CDRES rD TOP. BLOCK CDRES " Z. FELL BLOCK CORES TO TOP. •~•Q, = 259.29 MN STET GROUT To MAKE s2" O,c. OM MH STEPS 12" O.C. J
WITH 3000 PSi 3 -0 SQ. " GROUT TO MAKE WITH 3000 PSt " 3 -D SQ. 8 8 2. Att REIHFORCEHEHf AHD CItNCRE7E WATER 71GHT 8 Z. AL ~ CONC. CONC. SN U Z. A[L REfNFORCf~fEM AMD CONG'RL7f WATER 77GHT 8" CMU - NOTES: FlLL
5t)AtL BE 1H CO~tFE Wi1H ACI CODE LATf57 fDttiINV. 3~_ " SHALL BE tN COMPLIANCE W1IH AGY r. FILL BLOCK CORES TO TOP. BLOCK CORES " 3'-O" SQ. " GROUT TO MAKE CODE LATEST ED1TlON 3t_ " WITH 3000 PSI $ ~ CL
SEAL BLOCKS WITH " " " " " SEAL BLOCKS WITH THOROUGH SEAL 6 8 3 -0 $ 6 THOROUGH SEAL CONC. 2. ALL REfNFQRI.'~#ENT AND CtINCRETE WATER TIGHT 6" 8" 3'-0" 8" 6" SHALL 8E IN COMPLWVCE Wll}i ACI : U
WATER PRDOFTNG WATER PROOFlNG CODE LATEST' EDITION. 3,_ " IXTRA HEAVY SEAL BLOCKS WITH cl)
I SID AND 0 T EXTRA HEAVY INSIDE AND OUT EXTR n N E U DUROWALL ; DURt ~ EACF EACH COURSE DUROWAIl THOROUGH SEAL 6" 8" 3'-O" 8" 6" EACH COURSE WATER PROOFlNG Z Z 6" Q
N EXTRA HEAVY " , INSIDE AND OUT DUROWALL 46
~/{/'S ~ 8" D.C. ~5 9 N " ~'5 DOWELS TYPICAL ALL SIDES 8 #5 DOWELS TYPIc ~5®8 O.G e TYPICAL ALL SIDE5 8 ~ EACH COURSE ~t
® 8" D.C. 4 8" D.G. BEND AND " BEND AND 6 D I. EXTEND 92 " 5 ~ 8" O.C. 92 RCP OR D.1. ~ " #5 DOWELS TYPICAL ALL SIDES 8
EXTEND 6" 6 ~ 8" O.C.
INV. OUT INV. EL. INV. OUT 263.80 :263.40 lNV. EL BEND AND 10" DJ. 263.50 ~ EXTEND 6" z
f8" RCP 263.70 I8" " NON-SHRINK a8 RCP NON-SHRINK ® 0.56' SLOPE GROUT ~ i.35~ SLOPE GROUT Is RCP INV. oUT INV. EL.
~II~II~ 11= GROUT I1~11~1~ GROUT I' - 255.40 255.50 GROUT 111- ~I~ 24 RCP NON-SNRt 24" RCP Ld
I I-11 i-1I ~ ®0.65 NK SLOPE GROUT
2" CLEAR TDP FDO NG 2" CLEAR " GROUT 6" D GROUT 6 2$3 24 " TOP FOOTING ~ ~0"' ) I~ I I~ I I-1 6 262.33 fl~ll~fl=
J " ~l~D" "-D 3000 P51 CONCRETE 2" CLEAR " TOP F001rNG
3000 PSf CONCRETE 3' CLEAR AIR ENTRNNED 3" CLEAR AIR ENTRAINED GROUT 6 255.80
NO SCALE " s" No. 57 5 ~ 12" O.C.E:W. 6 No. 57 Na scALE ~'_D" 5 ®12" O.C.EW. 3000 PSI CONCRETE L
srDNE rDP & BOTTOM sroNE ~ 3" CLEAR AIR ENTRRI ED TOP & BOTTOM N " " NO SCALE
Q 10 OVERFlLL f6 FOR SETTLEMENT ~ p OVERFILL t6 6 Na. 57 ~5 ®12" O.C.E W. FOR SETTLEMENT SiT1NE TOP dt BOTTOM
tS"
~ EL. 267.50 EL. 266.00 10 OVERFILL t6 FOR SETREMENT ELEMENT
ll ~ UPSTREAM SIDE ~ I / ,i
ND SCALE 3 f ~~t ND SCALE L.._.' r~ ? ~i 3 / 3 EL. 260.50 1 1 ~ ; I ~ j UPSTREAM SIDE
~I, , ! I= DIKE FILL ~ ~ ~ 3 t fl ~ DIKE FILL NO SCALE 3 l 3
i IXIS7?NG 1 GRADE EXISTING ti t ! ~1 GRADE _1t'~ I 1
~ ~ , ~ r ~ _ 2 MIN. VARIES ~t~ DIKE FILL t Ii r~ ~l ,..I F ~ 2' MIN. VARIES IX1STlNG 13
( r I _,r• GRADE f 1 ..i rR
it I T VA! VARIES
" REMOVE IXISTiNG MATERIAL TO " 6 FIRM SUBGRADE: BACKFTLL ~ 6 REMOVE EX1S11NG MATERIAL TO ! ~ -+ll ' I ~ I FIRM SUBGRADE. BACKFlLL ~ ~ '
iT LE R & COMMPACTED FILL WITH SU AB MATE IAL MIN. KEYWAY WITH SUITABLE MATERIAL 6 COMMPACTED FILL M1N. KEYWAY REMOVE IX1STtNG MATERIAL TO
8 8 MH STEPS MH STE MH STEPS NOS: FIRM SUBGRADE: ~ICKFtLL 5, " WITH SUITABLE MATERW. COMMPACTED FlLL i~vmv U) XL
" i2" O.C }2 O.C. DIKE FILL MATERIAL AND PLACEMENT SMALL BE ACCORDING TO THE RECOMMENDAIfONS OF i2 O.C. 7. DIKE FILL MATERIAL AND PLACEMENT SHALL M1N. KEYWAY BE ACCORDING TO THE RECOMMENDA774NS OF ~ 3 z 3
THE OWNER'S GEOTECHNICAL ENGINEER. MINIMUM THE OWNERS GEOTECHNlC,At. ENGINEER. MINIMUM ~ ~ -I l ~ i i- COMPACTION 95~ AASMD ME7H00 T99 AST1N D-698 ~ ~ ~ ~ ~ 7. DIKE FILL MATERIAL AND PLACEMENT SHALL
COMPACTION 95% AA5HTO METHOD T99 (ASI1N D-698) GROUT TD MAKE GROUT TD MAKE WATER TIGHT STANDARD PROCTOR WATER TIGHT ~ ) ~~i u STANDARD PROCTOR. ~ $E ACCORDING TO THE RECOMMENDATIONS OF VAR 0
" 3,_ " ~ NOR?N AMERICAN THE OWNER'S GEOTECHNICAL ENGINEER. MINIMUM GREEN SC-250 COMPACTION 95~ AASHTO METHOD T99 (ASiiN D-698} 0 Lo 1:4
3- ~/i STANDARD PROCTOR. 6" w UAL"
8 6 NO SCALE
ND SCALE S NO SCALE
6 NO SCALE H
e" E-q f 0
s" J
TR,4SH RACK 3 8"~ STAINLESS STEEL TRASH RACK " ~ Na 3/$ ~ STAfNLESS STEEL SEE DETAIL DRILLED !N ANCHOR ~ ,
SEE DETAIL DRILLED tN ANCHOR 24" RCP 4 FER SIDE (MIN.) f8" RCP MOT DIP GALV. STEEL HOT tZlP GALV. STEEL 4 PER StD£ (MfN.) ~ ~ -
TRASH RACK 6" i L ~ ~ - TRASH RACx _ ,
SQUARE OPENING - ~.Q„ = 25f .79 SQUARE OPENING ~ _ c'`1 _ _ - - ~ ~,Q,o = 255.53 ~ ~ ~ - _ _ ~/r . fL/~-i ` ~ i
WEIR 25f.80 WEIR ~ \ ~ i
~ = 25f.52 i ~Q: = 255.24 ` ~ , N _ _ _ ` ~ SEE LANDSCAPE
8° CMU - NOTES: 1, FILL BLOCK CORES FO TOP. 8 CMU - NaTES: f. IiLL BLOCK CORES TO TOP. ~ \ ~ ~ _ _ - ~ _ _ ~ ~ SHEET 3
FlLL BLOCK NO SCALE CORES WITH 2 ALL Rf7NFORCI~IINI. AND C4NCRt7'E NO SCALE t7LL BLOCK ~ \ \ ~ CORES WlTF! - ~ , ~
300O PSI " 3'-O" SQ. SF~t.[. ~ IN COMF~.tANCE WITtI ACI CONC, 8 8 " Z. ALL RQNf7?RCatfM AND CINVCRElE ~ ~ ~ _ , ~ _ _ ~ ~ i 3x00 f~St " 3 -0 SQ " SlfAtt. 9E 1N COMP!lANCE WAN AC! ~ ~ ' - - ~ / ~ CONC 8 8 CODE' PATEST IDAIOriG ~ ~ i 2 ~ - ~ ~ ~ ~ ~
~ ~ CODE UITESi' fD1TtOA[ SEAL BLOCKS WITH ~9 / ~ , ~ SEAL 9LOCKS WITH \ ~ ~ , ~ i ~ ~
THOROUGH SEAL THOROUGH SEAL " ~ \ ` ~ _ ~ ~ ~ ~ ~ ! ` ~ ~ ~ ~ ~ ~ WATER PRaaFlNG ~ ~ ? ` _ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,
WATER PROOANG " HEN' OVERFlLL t8" i p' OVERFlLL t6 INSIDE AND OUT $ tFlLL tfi" EXTRA HEAVY ~ ~ ~ ~ ~ ~ ~ ~ INSIDE AND Ot1T ~ ~ NV. ~ 84.5& a ~ ~'=J _ SETTLEMENT v DLJR WALL ~ ~
FOR SETTLEMENT ~ DUROWALL FOR SETTLEMENT ~ EACH COURSE ~ EACH cauRSE ~ ~ ~ • ~x2~Q, C ~ -
EL. 252.50 " EL. 257.00 ~5 ~ 8 O.C. 00 " \ ~ RAP Df~StPA ~ ~ f'" r 5 ~ s a.c. \ . ~ © ~ ~ ~ ~ GRAPE ~5 DOWELS TYPICAL ALL SIDES ' ~ ~ ~ ~ ~ \ ~ ~ ~ / GRAPHIC SCALE
#5 DOWELS TYPICAL ALL SIDES UPSTREAM SIDE UPSTREAM SIDE .k ~ ®8 O.C. t, ®8 O.C. ~ ~ - - - - •D~ ~ ~ ~ ~
3 ~ ! 3 BEND AND 4" D.1. 3 _ ~ - 3 f ~ I f EXTEND f~ _F i ~f BEND AND " ~ ~ ~ ~ ~ ~ ~ _ - ~ ~ ~ - ~ i / ~ ~ 50 p ? EXTEND 4 fl.l. ~ ~ ~ ~ ~ ~ ~ ~ 0 20 20 80
1I~ ~J f~ D K ~jll _ DIKE I . a T rNV Ec. : E V .L
h ~ ~ ~ EXISTING 24" RCP 248.90 249.00 EXISTING GRADE NON-SHRINK GRADE " 252.90 253.40 ~ ~ ` \ ' - - ~ ";•a T-Rt~C-fid i8 RCP _ ~ ~ ® / ~ ~ IP NaN SHRINK ~ V \ ~ ( IN FEE } Z
. ®fl.89% SLOPE GROUT ~ • .I„,I 1 " ~ 2' MIN. VARIES ~ a.75x ~ ~ ~ ~ ARE WAY M T sLaPE GRavr 0 _ _ 2~.._ - VARIES - \ ® u.,~v.. ~ ~ ~ / 1 inch = 40 ft. E--4
2' MiN. VARIES - 11' ~ ~ il-lil~El.I ~f ' ~ ~ GRDUT I I1^I I)=1 f 1. ~ - ° , ~ f~ ~ ~ 4 ~ GROUT 11~ I ~ I I~ ~ • ` ~ ~ ` ~ _ _ - - r'te'` g ai(s r f!i , (I~ I I~lC ~ ~ ~ ~ ~ ~ ~ , , ~,d~ ,iii
r. < < r ' ~ ~ " ~ ~ t 1 2 CLEAR " TOF FOOTING ~ ! TWO 24 LE'~l L \ ~ 401E-~Ef t~CP _ ~ / J"' 2 CLEAR " TOP F007lNG ~ \t SPR~t~ER SFE ~ a ~ - -
REMOVE IXISTTNG MATERIAL GROUT 8 247.97 REMOVE IXISTTNG MATERIAL >O F7RM SUBGRADE ~ TO FIRM SUBGRADE , 6 252.67 ~ 1 - ® ~ _ _ _ - r2
5 COMMPAC1Ei? FILL f _O BACKFTLL WITH SUITABLE 6 COMMPACTED FILL BACKF7LL WITl4 SUITABLE 3000 PSI CONCRETE 3000 PS1 CONCRETE ~ ! \ \ ~ - _ _ _ _ - ~ re ¦~,~.b ~ ~ ¦
MATERIAL. MIN. KEYWAY 3" CLEAR AIR ENTRAINED MATERIAL. MIN. KEYWAY 3 CLEAR AIR ENTRAINED I \ ~'E~~!_ Obfi X52:69_ - A ,f ~ \ 6X6 x22'~`C,EA~,S~B _ _ i - - - " ~ ~ - \ .r..- CAR# N
~5 ~ f2" O.C.E.W. TOP do BOTTOM ~'5 ®s2 O.c ~ w ~ SIP-RAP TORBAY -i- ~ _ _ _ _ _ _ G...~-~ ' , TOP ~ eaTTaM { \ i 2O ~
8" No. 57 5'-4" SQ. SEAL w ~
STONE ~ BO ~ w ' 13371
NO SCALE NO SCALE rro~: xa~: i i a?
t. DIKE FILL MATERIAL AND PLACEMENT' SHALL i. DIKE FlLL MATERIAL AND PLACEMENT SHALL. 9• *Glt46 SHEU 0 11
BE ACCORDING TO THE RECOMMENDATIONS OF BE ACCORDING TO THE REGOMMENDATION5 OF THE OWNER'S GEOTECHNICAL ENGINEER MINIMUM NO SCACE THE OWNER'S GEOTECHNlCAt. ETJGINEER. MINIMUM Na scALE
GOMPACTlON 95% AASHTO METHOD T99 (A5TM D-69$ COMPACTION 95% AASHTO METHOD T99 (ASTM D-698) STANDARD PROCTOR. STANDARD PROCTOR. SCALE: 1" = 4O` /r~i~~~LSI Bi lt'dl[tt~°'0
/'i~? fd' 11

JOB N0.
N/F ' ' 45' RIGHT-OF-WAY so' RicHT-of-wav GENERAL NOTES 72841
PROPERTY ~ ~ ' 9'-6" 15'-6" 13'-0" 2'-6" 3~-6" 5' 1. ALL CONSTRUCTION AND MATERIALS SNAL~ BE IN STRICT DESIGN
RO~k QV ~ LINf 4 J.K. CREECH 9•-6~ ,3~-0° ,0~-6~ 2~-6• 9~-6~ 9~-6~ PAVEMENT 5 ~ PAVEMENT USTRIP SiDfwnLK ACCORDANCE WITH CITY Of RALEIGH STANDARDS. ARK
gRRY R~qD ~~z• /r:. ~/s~_/rt. 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS DRAWN ft.-y ~-1 4" ft. ~~4~ /ft.--~ 3.~ AND RIGHT-OF-WAYS SHALL BE OWNfD, OPERATED AND MAT
B. 0. M. 19 8 3 P G. 8 8 8 SIDEWALK ,,2•~ ft. SOS•74.tq,~y ~~2.. /ft.-~ t-'I 4" ft ~~4" /ft.-+- ~/z~_/n. ~/af/n. 3' 31 MAINTAINED BY THE CIN OF RALEIGH. CHECKED
338,03' Z 0 N E R 6 3`
COMPACTED 2 1/2" I-2 +r STD. 2'-6" ~ 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ARK SUB-GRADE 6" CABC VALLEY GUTTER SIDEWALK WHERE UTILITIES PRIOR TO CONSTRUCTION. INDICATED 4. CONTRACTOR SHALL CLEAR & GRUB ENTIRE R/W WITHIN SCALE
n ? ~ / ~ r~ UNDEVELOPED *w~THO~T COMPACTED 2 ~~2 ~-2 STD• 2-6~ ~ 3E7 I SIDEWALK SUB-GRADE 6" CABC VALLEY GUTTER WDICATED WHERE S 7 577 SF + ' ~ % TYPICAL 26' B-B ROAD SECTION TYpI ~ I 6,036 SF i ~
i m SITE $ i 36 50' OF ALL INTERSECTIONS ON ALL RESIDENTIAL STREETS, ~ 6O~
~ ~,5~~ s A SLIPPERY ELM DRIV TYPICAL 31 B-B ROAD SECTION AND 100' ON ALL THOROUGHFARES. FILE NOT TO SCALE 5. SURVEY INFORMAT~OIJ FROM SCOTT & COMPANY, RALEIGH, N.c. FWPRE1315-SUT
° E • I \ /i~ 34 ~ ~ S05'~q,14„~ OPEN NOT TO SCALE 6. WETLANDS LOCATION FROM SCOTT & COMPANY, OF DELINEATION
0 N 1 ~ ~n \ BY SOIL & ENVIRONMENTAL CONSULTANTS, RALEIGH, N.C.
~ ' 227 ~ 2 631• SPACE 259 , 7. MASS GRADING 1S PROPOSED FOR THIS PROJECT. BUFFERS WILL
~ + ~ t l~OPOSE~'612 SF ! I O ! I ~ . i ~ I ~
0 oR~~~ CAROLINA BIBLICAL ~53~2 ~ FARMINGTON WOODS BE PROVIDED IF NECESSARY PER CITY OF RALEIGH CODE T.C. 7. 8. DEVELOPER SHALL APPLY FOR ANNEXATION AS REQUIRED FOR
RASE 15 5,2$2 SF
m p~~~'~`RGN GARDENS, INC. l ~ 237 / 4S t~~ _ Li1-Y~ -~J 2 "'~F;4 J SF NOS'i2y~- i__~- --L--- i -_y / PHASE 5 & V UTILITY SERVICE. / 9. ASSESSMENT DUE fOR SANITARY SEWER SHALL BE PAID.
~XISTING DEVELOPMENT)
ZONE 0 & I-1 C.U.D. ~ 4,854 SF VICINITY MAP ~ ~ ~ R _ - _ _ _ _ - - ~ s °~j~ _ ~~°.,~'9 F --SEX-- na~+ - -w- _ - - - ~
i NO SCALE CEMETERY ~ P oPO ~ ~ , ZONE: R-6
~ r 233 3 ~ ~
SITE DATA ~ / / f T - - - T ~ - L x,528 ~ {~~_~~1 ~ ; ~ ANG DRIVE ; T \Ex~ ~ , ~ 5,~as s~+ o ~ i M Q i i A i i RESIDENTIAL
PIN: 1772.16-84-2907 (Part) ~ / ~,i 38 ~ ~~EXiST. 6" UTILITIES LEGEND
1712.96-74-9263 (Part) ~ 'WATERLINE PROPOSED WATERLINE OR SEWERLINE
1712.95-74-2079 (Part) ~ / ~ s,AS8 SF X229 , A ~ , ~ , ~ Z
1712.72-85-6183 (Part) / ~ 1 ~ EXISTING WATERLINE OR SEWERLINE ,-O„
1 1 ~-J ~ ~ I ~ 1 1 ~ ~ O ~ CONTROL CORNER ~ ~ 2S ~ PROPOSED MANHOLE ~
TOTAL AREA: 32.02 AC. ` ~ 1 2+c~ ~ ~ ~
ZONE: R6 ~ s,~~2 sF it ~~r~ r-__ L_ 25 ~ ~ i i i i 27 ~ ~ Q EXISTING MANHOLE
MAX. N0. UN1TS ALLOWED 192 0 ~ i ~ 6,750 SF 1,~ 3F , t ~ 5 991 S~ ~ ~ / ''~,4DQ S~ ~ ~ I 1 16 4~^w ~ ~ ~ ~ ~ , 23 ~ 24 ~ ~ 26 , N u PROPOSED FIRE HYDRANT
TOTAL N0. UNITS PROPOSED: 726 .o ~ ! ~ ~ ~ , ~ ~ ~ _ , i i 25 v ~ 427.59'
ALLOWABLE DENSITY.• 6 UNITS/AC. ~ ~ (~!-U) -~-pa-~ EXISTING FIRE HYDRANT
PROPOSED DENSITY: 3.94 UN17S/A C. ~~~J ~ ~ 215 ~ s~ PROPOSED GATE VALVE ~
~ ~ I ! I 1 I ~ i.34' r- ~ I i
OPEN SPACE REQUIRED: 3.20 AC. ~ L 6,044 SF ~v ~ I 7,062~SF ~ ~ 4,400 SF~ r - r 1 1 5.083 SFI ! 6, w~._r~ i ~ ; I ~ 222, ~ ~ ~ ~ ~ a,ao~ sF ~ ~ti r ~ ~ ~~j.~J D4 EXISTING GAl"E VALVE ~ ) 6,001 SF~~ / \
PROPOSED OPEN SPACE: 79.45 AC. SDS. ~ ~
DPEN SPACE QUOTIENT: 498, 762f6444x0.25=309.6 4g24"µ/ ~i~`~\~~~\ i i ~ 5,687 SF ~ ~ REDUCER ~ / BLOW OFF ASSEMBLY WITH GATE VALVE,
PROJECT PERIMETER: 6444 FT. ~ ~ ~ 'Y ~ ~ v~ ~ ~ / 5,244 SF / 5.267 5~ 1~~ 1 4,402 SF ~ i' 1 ; i ~v L L _ ~ ~~i~'~ / 213 I 2Q' PRIVATE PER CITY STANDARDS ~ ~
MAXIMUM BUILDING NElGHT: 35 FEET ~ DRAINAGE ~
' 241 NOT INSIDE CITY LIMITS ~ i o~ i / ~ 3/4" WATER SERVICE ~ ~ 6,2oa SF , AND ACCESS ESM'T ~ ~
~ ~ ~ \ _ 5, 4-45 ~ ` 1 ~7~.ch ~ i ~-~,P~ 4" SEWER SERVICE W/ CLEAN-OUT ~ W ~
OWNER: '~~s,2s5 s~~~ ~ ~,.h° ~v L W c~
~ 6" D.I. - - ~ ~ z ~
WILLIAM E. GOODWIN ~ ~ 249 ~ _ _ WATERLINE .i ~
2718 ROCK QUARRY ROAD ~ 6" D.~~~ ~ 6,~ 3 SF ~ ~ RALEIGH, NC 2761 D ~6ob y ~ WATERLINES ~ ~ \ 212
248 ~ ' ~ ~ - - ~ ~ ~~83 sF 251''--~ _ _ - - R~~SQ. 5,423 SF ~ W ~
2a' PRIVATE DRAINAGE qNp ~ ~ ~ ~ ~
DEVELOPER: accESS EsM•T GOODWIN, GR/ER & ASSOCIATES 1"-'-----~ ~ 250 ~ 5.'46 SF ~ SIGHT TRIANGLES - r"'~1~~ 1
2778 ROCK QUARRY ROAD ~ ~ ' J~ ~,P~~ - , 'i ~ 203 ~ r_____ 4,879 SF _ , ~.19 ~ 1
RALEIGH, NC 27610 ~4 3 ~
r--~ ,J i - - ~ ~ I ~ - --'1 ~ ~ ` j '1 ~ 21 285 SF i ~ -_7 2~2 ~ ~ ~ 5,fas~ sF ~ i , ; , ~ , 201 i ~ ~ ~ ~ .5 SF~ ~ ~ ~ ~U
5,21 ~SF~, - \ , -'t ~ 04 ` ~ 4,699 ~ SETBACKS ~ ~/Y FRONT 20 FT. O Z
a.atQO sF ~ ,r~'' - 1196 i i ti 1994, ~ ~ ~-~;aoo sF ~ ~ ~ ~ , 200 w ~ ~-a;~o sF ,C 5,129 ~ REAR 20 FT.
r _ ~ ~ i 247 ~ 19~ i i ~ ~--~aao sf ~ 09 $F 2 3 ~ ~ ~ ~ a.aoo s _ 197 ~ i 198 ; ~+~oo sF \ ~ - 21~Q `"f' MIN. SIDE 5 F"f. ~ ~
~ ~ ~ ~ ~ AGG. SIDE 15 FT. ~
\ ~ \ \ ~ ~ ~ ~ i I ~1414~ SF 4,915 SF ~ L 4,752 SF ~5 , ` 4,419 ~~~1~ CORNER SIDE 20 FT. ~ U
\ I ~ r--- , , ~ ~ 246 a,~o sF , ~
~ ~ , ~ i
44 ~ , 245 ~ ~ 9>677 SF,~ ~ I l~~
~ ~ 9,OD8-Sf ~ 6,013 SF ~ y~- , ' 193 ~
RPM . ' ~ ~ / \l ~ 5,278~CSF ~ ~°or ~ ~ ~ ~ II A
z9 4 ~ _ 20, ~~~sE PHASE DATA / ~ ER ECM' ~4 T ~-~.aoo s SE ~ 06 He ~ .o~ ~ ~ p~ J ~ \ ° d
N•~ ~ 4,bL4 SF I ~
\ ~ ~_~i / ~ r~~ ~ ~ ~~O L~
PHASE ~1 PHASE j2 PHASE 13 PHASE ~4 PHASE 15 37.5'R I
' TOTAL No. LOTS 45 19 15 27 20 \ ~ ~ 1
TOTAL AREA {AC.) 8.85 6.96 3.29 5.62 7.30 _ AREA IN LOTS tAC.) 5.06 2.84 1.67 3.Q6 3.19 ~ ~ 5,938 NSF
o ~ .
0
AREA IN R/W (AC.) 1.75 0.41 0.90 0.81 0.69 i
AREA IN OPEN SPACE (AC.) 0.66 1.31 0.02 1.40 0.74 /
BUFFER AREA IN 1.37 2.23 0.54 0.57 2.67 1 ~ 20 .
OPEN SPACE (AC.) / ~ MAR 1 6 2007
AVE. LOT SIZE (S0. FT.) 4,903 6,504 4,836 4,944 6,984 4,b~zr~SF i ~ C=,.;? -'HATER QUALIi Y
MIN. LOT SIZE (SQ. FT.) 4,356 4,356 4,356 4,356 4,356 ~ 1-~ ~"TC 'rL1TER8RANCFI
~ TOTAL UN. FT. STREET 7,712 393 759 702 503 / 1 ~ i r L
~ ~ ,400 SF I j 5,324 SF 1 1 5,207 SF /
~ t' '4~ , j ~ R i~ ~j~,938 SF t' .400 SF ` i' ~i EXI~ LNG /j ~ 4.400 S~ J~~ 1~ ~~J7 i
-4~.-~-t-~7 -'i ~ 1 5 234 ~F 1 3~ 1 1 ~ ~ 1 ~ _ P~ ~ _ 11 / ~ ~ 4,400 SF~
/ - (1 ~11~ L / , 4,400 SF~ ~8 SF 1 14,969 SF ~ ~f i ~ BT I l _ _ J F'r n i~ ~ J \ ~ 5 Q 1 ti7~ J / , _ ~ ~ /J ~ ~rE` "'S` 1
,595 SF ~ ` \ ~ ~ O ~ WA7ERLI E - ~ J ~ / / ~ ~ / ~7
1 I ~ 1 ) ~y Q L ~ / 4,400 SFi
' RESTFUL PINES S/D ~ ~ i ~ ,1~~ x,400 SF ~ ~ L . L J ~ - FI ~E L _ ~ ! X4,400 SF
WATERLINE ~ STRE L ~ ~ I I ~ 1 5,33 Q
B.O.M. 1962 PG. 118 ~ ~b°p ~ ~ s,zso sF
UB _ ~ ` J1~ ~r `i 5.332 SF`~~ r ~ c° Q L.~
ZONE R-6 ~ 2 c_~~4 ~5,4~, sF ~ 1 ~ ~ IC ~J
~ X5,487 SF ~ - p ~ - - _ i He i J~~ J~~ 5,332 S~ ~ 1~3 ~ r-i
RESIDENTIAL ~ i 5 ~ _ t'`
/ <~7,046 Sf y~~ \ _ _ - (~Y~,J-- -`~i \ \ ~ ~ I~ 180 ! / r'`~ ~ ~ / ti 5.607 SF ~
~ ~ ~ ~i ~ ~
/ \ ~ ~ ~
~ , ~ `<v°~ Q ~ / 4,904 S~~ Q ~n ~
~ ~ t ~ , r 1 ~ ~ Jai ; 'i ',178 ; %179 ~ ~~,s~\FJ~~ 181 , r_` ~ 17'~ _ ~ ~ 4,400 SF ~,~oo sF r ~ 18 2 ~ , , - ~
{ tI ~ c~,o2~ s~ ~ ~5 R i tI~ ~ ~ ~ ~ 1'75 i + i I a,aoo s~ ~ ~ i 183 , i / / ~ ~ T ~ w W
r-~, ~ ~ 174 ~ ~_J ~3~J7 5F 13. m6,352 N13490 \~~'400. S ~ j O ~ / ^ / ~ t r``_ ~ 2 1l1
~ \ 2' ~ 1'73 ~ x,356 SF .as' 3"W 195.00 1 ~ ~ ~ ~,~o sF , ~ 18`~ i ~r / , ~ O, X4358 SF N13 ~
' ~ ' ~ ~ /4.,400 SF ; 185 , ~ ~ 2 ~4 360 Sf , ~ ~ ~ ~ I-, ~ ` \ 4,905 SF . ~ ~
12t.ot' 1 I 1
a ~ 106 ~1~ ~-,40o sFJi / 18 ~l ~ EXIST. MH ~ ~ t~ U ~1 ~ O ` 1~7 i N~8 ~ L / , 186 ~ r ; ~ ' ~ ~ ~ - ~ p-~+
~ , ~ r L ~ , ~ , ~ ~ 130
~ a,8~5 SF 6" o.~. ~ ' 164 `165 ~ ~;~s sF / ~ WATER~INE ~ / O ~ ~ 1 1 . , ~i 172 ~ , ~~i ~ O i ~~s.ss. a~oes ~ ~ ; , FAR~~~IGTON WOODS ~ 108 408 SfJ 18'7 ~ i l' +r ~ i r , , o ~ ~ ~ ~ ~ ~ \ ~ 4,78y~SF ~
\ ~ ~ J / , ~ ~ ~ 6,202 SF ~ ~ 4.560 SF r ~ 4.400 SFJ LZ g~ / / / ~ \ Sp~4
~ ~ 4.400 S~ ~~~9 1 / ~ ~ ~ oRk
~ P~~SE 10 109
2p, 4, oo sF ~ ~ C 163,~~ 167 ~ i ~ 5.033~S~j C,,'~ 1~9 110
1~1 69 ' '.E S,~',"' d ~ 72 (EXIST~,NG D~~UELOPMEl`~T) i 110 ~ ~ ~ ~ 190 > > ~ 4,388~a~ a~
AR/VqT ` + S ~ O ~ 5 . , ~ ZONE: R~6 ~ 5-329~SF R ~_,~_r_____- l~,ESIDENTIA~,. = L i ~ ~
ACCESS £SM, ~RAJNq~ f ~ ~ x,239 SF 16,051 SF ~ i~ 111 ~~a,is3 s~~-'~~~,~\ ~ ~ ~50~0 124
~ 6`rD.1-~, ~ 111 1 1/ \ S ~ \ ~ ~
i i~ ~ EXIST. 6" O
- `P ~1~ / WATERLINE 1 ~ ~ ~ ~ ~ 105 ~ ~ i ~ 2 5 o WATERLINE ~ i o
X115 9 ~y \ 1 1 ~ ~ s~ ~ ~ ~
112 ~ o `x,434 SF ~ ~ ~ , , - o ~ ~ ~
6,655 SF ~ ~ ~ ~ 16 ~ ' 168 / ~
1 ~ ~ ~ ~6 829 SF j I / / \ ~ ~ 1'70 ~ i ' i_~--- - _ --r _ _ ~ r-<-____ 1~~~~~`1` ARM~Fd~TON WOODS ~ ~
~ ~ ,0,238 SF/ ~ 169 ~ ~ i
~ ~BLI ~~1~2 RIB PHASE '7 ~ a~
~ ~ ~ ~ ~ ~ x,699 SF, `EXISTING DEVELOPMENT) ~ x\326 5 ,26.2
ZONE: R-6 ~ W
160 ~ ; ~ ~ 20' PRNAIE DRA1 _ ~ ~ ~ ~11,1~ ~4 ~ 104 ~i ~l
- ~ I 111 ~ 113 RESIDENTIAL ~ E~
8.556~S~ ~ iI i NT I ~ 111 ~ 1 z~
i ; ~ 161 ~ ~ EASEME j 111 ~ j ~ 123 ~
\ ~ ~ ~ ~ , $,f51~ SF ~ ~ ~
~ ~ ~ ~ ~ 103 ;
66 _ ~i i s i' ~ 7 ~ i i W Q
r ~ 11 I , i GRAPHIC SCALE a ~
' - 1 60 0 30 60 ~2Q S+fEET
T- o I~1 11 1 \
6 5 ~i' ~i ~ ~i' 76 ~i 1
~ 81 ~
~ , , - ~ WILLIAM ~~~~DWIN o ~ m ~ iii' i ~ ( IN FEET) of
~ ~ ni i { 1 inch = 60 ft.
~~EXIST. MH ZONE R-~~, - T------- ~
FUTt1RE DE~~ELOPM~1~7