20030989 Ver 2_Site Plan_20070201

- -A JOB NO. NO.
LEGEND - - % j ~~R~~Rr~- I I I~ 1' l j1 I r 1 r I I I / r r N - - - - - _ GENERAL NOTES 72841 841
` 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT DESIGN ;N
CURB INLET YI OL~AR) ~Kl~qg , / - ACCORDANCE WITH CITY OF RALEIGH STANDARDS. ARK K
P-1 14'4 ~i ll 1 / l/ / //9e0A. 1-9$S~G~'a- _ 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS DRAWN N
STORM DRAIN \v Av v / / I v /ZZON-E;% v vvv ov 1g~/ AND RIGHT-OF-WAYS SHALL BE OWNED, OPERATED AND MAT EVE MAINTAINED BY THE CITY OF RALEIGH. CHECKED IT
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING KED
FLARED-END-SECTION ~III)I v 35 , / UTILITIES PRIOR TO CONSTRUCTION. ARK K
4. CONTRACTOR SHALL CLEAR & GRUB ENTIRE RAW WITHIN SCALE
TEMPORARY DIVERSION DITCH 50' OF ALL INTERSECTIONS ON ALL RESIDENTIAL STREETS, = 60 1 / ' It f l ( ) 1 60'
AND 100' ON ALL THOROUGHFARES. FILE
x ~x x TREE PROTECTION FENCE 5. SURVEY INFORMATION FROM SCOTT & COMPANY, RALEIGH, N.C. FWPH1315-EC H1315-EC
/ &2/7 x u I x u I u -n- x TREE PROTECTION FENCE SILT FENCE 6. yVjACATION FROM SCOTT & COMPANY, OFbOZLINEATION g & ENVIRONMENTAL CONSIIITANTC Rai F!?SGiO,
ll / / ! l /l l l l / l ~ l / /
op s STOOK PALE PALE 7. MASS GRADING IS PROPOSED FOR THIS PROJECT.
SILT FENCE INLET PROTECTION 8. DEVELOPER SHALL APPLY FOR ANNEXATION AS REQUIRED FOR FARMINGTON WOODS UTILITY SERVICE.
A~ 1
'r -I - / PEASE 5 & 6 wos'1
GRAVEL CONSTRUCTION 2481 '9 E; ~ i~ ~EXJSTING DEVELOPMENT) - w -(1'32-re)xJe•$e=1$•$0 m'\5c\k•
ENTRANCE PAD i ZONE /R-6 pm urp ion = vu o'3$ a3amlSCIk'
STOCKPILE / WASTE AREAS ql /i illil/l p 111lllll~I ' / f~VERSIO~ n A r i r ~.l , YlTV. 2 6 _Lrt - r--- (----r" - RES_IPtNT_IAL r c ~a axIt a•elx0.0e0N°0.3S1P•\r-1jI;V
1 I I AS CAROLINA I )
LIMITS OF DISTURBANCE r!/ ,1111/ I ANG01 DRIVE lotmomAll~Frc'xJ1'Oaue$e e8411 / \ - - - LNxp?a Em qrl 9spuF!w q!'DB se mt !e'$¢ 90 pumr2 0 9am9cu1
GARDENS;/i~li11~111~1~1 .-h P NAB RSa i i I 2 9 1 y~ li L 1 I 50'X 5) CONSTr IJC lob
ZONE 0 8~/j~ j~ s 0 D1 c 1 1 / l \
C.U.D. CEMEt'~''/~/// , I l ASME~ 112621 v 1 ENT~4'CE PFtb a'~. v -4
II 231 22 Y v TREE PROTECTION _CC)N.LRgL CORNER
ras 2a . aaaa
1 I I I i 4` 1 1 / 1 fn $•a~ l0.2 . $2'$Q
Igo
ne 41 1 i~ 1 \ \ ~ I I vN I v ~ v v v Q1 eq
1 \ N03 4 ; \ \ \ \ \ \ \ \ \ - s reuwuw ?'Ja 0'a $'$J
\,(2 @0 2 4 ymmauauplhaem~a9apppW89
6) 1 1 tl~ Call p1Im911~ FawplP
j IVA~E DRA~JAGE A*atr pca~a aip 1M Ex* 1NCbW 1NE~W
G) w (al W RTES / 1 x~DW~ N-QITCH
II A21141 mac v 220
STOC~ PIIILE I yo RP~K~E x \ @k-1 v v A A V - 1Nw*pwaagpepgpwatemm(4)A'Am
t I R AI v vv v H v \I vv vv v A v .j W~obalwwwIPLapAwqA W pm
H p~ogpmgrb%PY UD 1~Wm1NlmaWlg P~9 ~9 at
~ I = W
~ ~ ~ ~ 1 , '4 ~,PS 45 \ \ \ ( e m W c~
Z \ ' \ / / / / / 1 1 2~f ~ W' JN III aapppg ~ I*
g4A0*4QGu?t ^
v v v v v v v v - Ste " v I cs I / / ~ / / bg Dwup* P im m* ~@ga1 9 NWh OJ v v - 0* - popw01cwA(V
11 I I 1 1 1 I ~ \ v\ vvv \vv ~ \ vv25 ~ ~ ~l/ ~ v 1 v S1GkT T v SGkT IAN ebS ionpme~sPOnADgP9~w9~g1~
'Typ,) qlm mMA p T
T4 11 II 1 v~ vv v vv A v -~TyP) O a Z
I t ,y~1 ~E I r\ ~ 1 F, e
E Not C / fN S L~ / / ~9y~ - LC e paI Ewa u ;)o I VI 04AMA = W
~ U
J CS EF~EW\\ \ \ \ \ \ 3\ \ \ 10 / j f 0 DIIP~O~E~TK1I I 111V I ~~r~i L*1Td WaW 4pLa 1N ~ U 7
498 ~ ~k 1 `1 1 ILI~E I 11 1 1 1 1 1 1
'v V vvv ~7'~ ' /1111111 f3iCNMStB&~lai2 CD LT- - \S sK RI(<ERE~ O ~
w,` vv w vvv ` ' TV~O 1 1 11 11111\VA ~1\1VA \ 1 11 1 Pro
\ ~ ,s' / ~DIfERSI 111 \1\ \ a'~r11111 ~ U
44 L \ ~ p DI CHI 1 \ \ ~ \ \ 1 1\ ~ 1111 1 Pro U
T
Q2. nl'1 Y=ti _ - (20 _ 1 ~ v v v v \ .111 1,1 p ~
~~1 1 r " ' \ vvv 1v 1v vvv v~ v v INS ~ v vv d.
/
I
r ~ 375, ` vv V A A\ 1 \ \ \~v~v~
r I /
O
_ ,-_-=~-mss-_ / ~ ~ 1~ 1 A111 v vvvv v
- ~ I I V 1 1 1~ 1 V A l Av/ l' ll)~IjI ~ ~ I Olj 444 _ N 111 I /
r / - \ `M1 I 1 i IIII, T, XI Il - w F'N~E,
-r f9ri 48
PHA III 'I - - - -
- @51 151 I~ II es I I,
(45 f1si-/, ' DFT NTI CAI -D-F_
RESTFUL PINES S/D a*
B.O.M. 1962 PG. 118 / ~b _ ; 1 11,1 1 \ i Lv v v v '1 ' t
ZONE R-6 f-
RESIDENTIAL I
LCJ
/ / , ~ ~ rr I I I
\ lr w 3\3 l ~ U
EXISTIN I' 1180
Cy
ASE r176 -0.,~. I 1 _ Q CIO
(1 LOTS) - 4 w A ~l v 1,75 1 ~7
~jj
1 N13'd9'01'Wl / - vvvv ` v \ l A W W
\ 113.48' 3" W p y95.oo'/ f / 184
21 I II II i 1
/ / 157 ~ 165 166 a e 121.01
164 0 c~ o / w / O i a EXIST. MH
'>.1
188)
158 INLET DATA PIPE DATA ATA SEDIMENT BASIN SCHEDULE 189 \ l p/yO
INLET DRAINAGE Q10 INTO 010 INTO INVERT INVERT PIPE O lo Q TOTAL DIA. (IN.) TYPE STATION 10 10 FROM TO Eo No. _ AREA (AC.) INLET INLET IN OUT No. INLET (CFS) IN N PIPE & MAT'L; aL DIA. (IN.)'LENGTH SLOPE CAPACITY TRIBUTARY TOTAL BASIN SIZE STORAGE WEIR j 1~9 -rv.
& MAT'L~ (FEET (CFS) BASIN NO. DIST. AREA (AC.) D.A. (AC.) L W DEPTH * LIFE LENGTH 110
~ ~ V C.~ MAIDENHAIR DRIVE STA. 12+25.65 RT 0.13 <0 D'T P_24 465.66 82 PP-23 W TT 1.1 -24 V W 0.7 I0.7 15" RCP' 18" RCP 96.00 1.62 13.4 SB-1 1.27 1.94 80 40' 3' 1 YEAR 10 190
15" RCP' 31.00 0.50 4.6 0m ~ 1 no 1 ,1 ,t, i, . - A~
r r r r r u rv vnUrNnnn Unv[ aM. Zt[aUO (L u.[[ c[ i. - z0o.DD ~ - P-25 265.66 P-25 X W 1,3 11.6 18" RCP' ao-c L.VO L. y pro w o i TL/AN IU / / l 1 1 NL 10 8" RCP' 178.00 3.61 20.0 SB-3 1.05 1.05 65' 30' 3' 1 YEAR 10' 1 5~ 24
r rr rr r, r r X C. 1. MAIDENHAIR DRIVE STA. 14+53.65 LT 0.15 2.08 1.3 274.85 274.75 P-26 Y X 3.0 10.3 18"' RCP 18" RCP" 31.00 0.95 10.3 SB-4 1.35 1,35 82' 30' 3' 1 YEAR 10' W
r r r 15" RCP 174.00 4.89 14.3 SB-5 4.08 4.83 125' 62' 3' 1 YEAR 17' T i 15'0
r r r ~ Y C. 1. MAIDENHAIR DRIVE STA. 14+53.65 (RT) 0.75 4.89 3.0 P-27 277.00 275.14 P-27 Z Y 0.3 3.0 15" RCP hsy rr r r r r 1~J~ P-37 275.24 P-28 AA Z 1.3 2.7 15" RCP', ~a
r Z C. 1. MAIDENHAIR DRIVE STA. 16+27.65 RT 0,05 <2 0.3 285.60 285,50 rr rr r /1 1 P-29 BB AA 1.4 1,4 15" RCP 15" RCPj 45.96 2.76 10.8 ALLOWS 1 FOOT FLOOD STORAGE
AA C. 1. MANGO DRIVE STA. 7+50.93 LT 0,30 2.96 1.3 286.97 286,87 P-30 CC DD 19 3.9 15" RCP1 r 15" RCP.; 26.00 0.50 4.6 N 191 55
r r r rr r r r BB C. 1. MANGO DRIVE STA. 7+50.93 RT 0.28 3.26 1.4 - 287,10 p_31 DD FES 0.6 4.5 15° RCP 15" RCP^ 27.63 0.50 4.6 TOTAL DISTURBED AREA_ 10.7 AC. J Go
r r r r r r r r CC C. 1. WATTLE DRIVE STA. 10+50.53 LT 0.98 SAG 3.9 - 265,50 P-32 EE FES 0 4.8 15" RCP' 15" RCP 136.00 7.91 18.2 12 ow o 1111
r r r DD C. 1. WATTLE DRIVE STA. 10+52.38 RT 0.11 SAG 0.6 265.36 265.26 P-33 FF GG 1.9 1.9 15" RCP 15" RCP 24.00 0.55 4.8 VELOCITY DISSIPATOR DATA M: ARMINGTON WOODS q a~
r r r EE Y. 1. LOT 238/239 0.15 - 0.6 264,73 264.63 r r 15" RCP, 26.00 0,50 4.6 Vio EXIT DISSIPATOR SIZE PHASE y
P-34 GG HH 0.6 2,5 15° RCP r ' r r r FF C.I. WATTLE DRIVE STA. 11+70.86 LT 0.48 4.41 1.9 - 268.50 15° RCP:' 119.13 6.02 15.9 PIPE NO. (FPS) L W DEPTH " CLASS P50 192 ~5M Q TR~~ H f >o
r r „ r P-35 HH II 1.0 3.5 15" RCPT ~ , , , r r ~ 60 GG C. 1. WATTLE DRIVE STA. 11+70,86 (RT) 0.12 <2 0.6 268.37 268.27 15" RCPiI 99.58 3.51 12.1 P-31 12.4 10 4' 22" B 6" ~g5o~ 11 ~EXISTING DEVELOPMENT) ~v "
r r r r / HH C.I, WINTERSWEET CT, STA. 11+34,95 0.25 <2 1.0 261.10 261.00 p_36 II FES 3.4 6.9 15" RCP r r r r LT P-37 KK Y 1.4 4.3 15" RCP 15" RCP 104.00 6.63 16.7 P-32 3.9 5' 4' 22" B 6" ~26.5~ ~11
r r i II DBL C.I. WINTERSWEET CT, STA. 13+30 CDS 0.84 SAG 3.4 257.50 257.40 P-38 JJ KK 0.9 0.9 15" RCP- 15" RCPI 45.96 0.50 4.6 P-36 12.8 8' 4' 22" B 6" UTILITY INSTALLATIONS AND OTHER PUBLIC ZONE: R-6 7
r JJ C.I. WATTLE DRIVE STA. 14+20.46 RT 0.18 <2 0.9 275.70 15" RCP-~ 26.00 0.50 4.6 P-47 15.2 16' 4' 22" B 6" FACILITIES, INCLUDING SIDEWALKS AND HANDICAP RESIDENTIAL "o
r r r P-38 275.57 P-39 LL KK 2.0 2.0 15" RCP r r KK C. 1. WATTLE DRIVE STA. 14+20.46 (LT) 0.35 3.22 1.4 P-39 275.57 275.74 P-40 MM NN 4.1 4.1 15" RCP' 15" RCP 115.00 3.85 12.7 P-48 13.6 12 4' 22" B 6" RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS Ul
15" RCPj 36.69 1.91 8.9 P-49 3.8 5' 4' 22" B 6" AS SPECIFIED BY CITY CODE. THESE FACILITIES 12~ ~a O 3 ~
l r r LL C. 1. WATTLE DRIVE STA. 15+35.46 LT 0.50 3.58 2.0 _ 280.00 P-41 NN UU 0.6 4.7 15" RCP 15" RCP 104.00 8.94 19.4 HAVE BEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE
r r MM C. 1. WATTLE DRIVE STA. 18+96,49 L7 1.02 5.38 4.1 - 277.30 P-42 00 PP 2.1 2.1 15" RCP 15' RCP 51.89 2.81 10.9 S AUTHORIZED BY WRITTEN APPROVAL, PUBLIC w W
_ NN C.I. WATTLE DRIVE STA. 19+22.51 RT) 0. 11 <2 0.6 276.60 274.60 P-43 00 PP 2.1 2.1 15" RCPT 15" RCPT 74.29 0.50 4,6 SANITARY SEWER EASEMENTS ARE TO BE RECORDED 49~; Ifld r2:1 .00 24" RCP 476 4,00 0.70 29.0 PRIOR TO FINAL ACCEPTANCE. GRAPHIC SCALE,„. IOQ~ C°/ a
00 C.I, WATTLE DRIVE STA. 21+12.15 LT 0.53 6.48 2.1 274.50 P-44 PP FES 0.6 4.8 15" RCP CQ
?r _ PP C P-42 273.04 P-45 FES RR 13.8 13.8 24" RCP _ ,I. CDS 0.11 <2 0,6 272.32 " 3 ~
24" RCP 74.22 3.76 44.0 TRANSPORTATION SERVICES 60 0 30 60 120 ~rOU
WILIIAM~~~~~ P-43 273.04 P-46 RR 5S 13.8 13.8 24" RCP GQ C. 1. CDS 0.52 SAG 2.1 273.41 P-47 SS FES 3.8 13.8 24" RCP 24" RCP 144,00 7.29 61.2 SHEET
18" RCP' 24.00 5.00 23.6 PUBLIC UTILITIES 2
ZONE~ RR Y.I. LOT 211 212 0.05 - 0 277.99 277.89 P-48 TT FES 0 13.4 18" RCP' 15" RCP 72.00 753 4.7 ( IN FEET) OF OF
r~ ~r r~ 6 SS Y.I. WATTLE DRIVE STA. 20+13.75 25'LT) 3.39 0 275.10 275.00 P-49 UU FES 0 5.2 15" RCP FU/l UR,E DEVLfOMEN 1 EXIST. MH TT J.B. REAR LOT 253/254 0 0 0 264.00 259.70
UU J.B. REAR LOT 203 204 0 0 0 265.30 264.40 it 1 inch = 60 ft. 11 CONSERVATION ENGINEER 11

JUC NU. UC NU.
72841
45' RIGHT-OF-WAY 50' RIGHT-OF-WAY GENERAL NOTES 72841 )ESIGN
PROPERI- ~ NSF Rack LINE J.K. CREECH 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT DESIGN ARK
QUgRRy ROAO EECH 9'-6" 13'-0" 10'-6" 2'-6" 9'-6" 9'-6" 15'-6" 13'-0" 2'-6"3'-6" FK EEC H l PAVEMENT 5 / PAVEMENT u~u STRIP Tt ACCORDANCE WITH CITY OF RALEIGH STANDARDS. ARK MX 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS DRAWN )RAWN
S05'14'14„W B.O.M. 1983 PG. ! SIDEWALK 2" ft. h' ht, PG. 8 S 8 2" 1/2 ' 1 4" ft. 1/4" /ft. AND RIGHT-OF-WAYS SHALL BE OWNED, OPERATED AND MAT MAT
7 MAINTAINED BY THE CITY OF RALEIGH. Lt. 1/4" ft. 1/4" /ft. 3. 3; CHECKED ;NECKED
s.oJZONE R6 R6 S 2 i/2" 1-2 STD. 2'-6" 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ARK ARK
ACTED OPED 2 1/2"-2 STD 2'-6° COMPACTED 6" CABC VALLEY GUTTER SIDEWALK WHERE UTILITIES PRIOR TO CONSTRUCTION. * SIDEWATLK SUB-GRADE 6" CABC VALLEY GUTTER SIDEWALK WHERE SUB-GRADE INDICATED SCALE SCALE
m o , 36 r- UNDEVELOPED SIDEWA INDICATED 4. CONTRACTOR SHALL CLEAR & GRUB ENTIRE R/W WITHIN „ 50 OF ALL INTERSECTIONS ON ALL RESIDENTIAL STREETS, 1 = 60 1 60'
SITE 711 TILE
i SLIPPERY 7,577 SF ELM DRIVE i 6,036 SF i TYPICAL 26' B-B ROAD SECTION TYPICAL 31 B-B ROAD SECTION AND 100' ON ALL THOROUGHFARES. FILE WPRE1315-SUT
o W NOT TO SCALE NOT TO SCALE 5. SURVEY INFORMATION FROM SCOTT & COMPANY, RALEIGH, N.C. FWPRE1315-S( SOS'14'~4 SPACE 259 6. WETLANDS &LOCATION FROM CSCOTT ONSULTANTS, OF DELINEATION
L - / X812 SF j 27 BY SOIL 2631'
7. MASS GRADING IS PROPOSED FOR THIS PROJECT, BUFFERS WILL
oR~E CAROLINA BIBLICAL OPOSE I BE PROVIDED IF NECESSARY PER CITY OF RALEIGH CODE T.C. 7. 1 SFJI 49 1 .474 N 1 1 I j1 I FARMINGTON o WOODS 8, DEVEL PS RSHALL APPLY FOR ANNEXATION AS REQUIRED FOR
237 PHASE 15 i 5282 SF
a~o~e GARDENS, INC. `
L - - - - 'y / PHASE 5 (X 6 9. ASSESSMENT DUE FOR SANITARY SEWER SHALL BE PAID.
-1 C, U.D. 4,854 SF l (~0, L~1`FS op SF N ry 05'72'1 Ex - _ JEXISTING DEVELOPMENT)
VICINITY. MAP ZONE 0 & I 2 `-4,'40p SF NO SCALE CEMETERY P OPOSVD
0 E-1 3 SITE DATA ZONE: R-6 ,13 RESIDENTIAL
~ I I I
PIN: 1712.16-84-2907 (Part) o 38 7'528 SF (r5--L SEXIST. 6 UTILITIES LEGEND MANGQ DRIVE
1712.16-74-9263 (Part) 5,146 SF/ a WATERLINE Jf i `J\\ PROPOSED WATERLINE OR SEWERLINE z
1712.15-74-2079 (Part) 6,4168 SF X229 I ~ 2 O
1712.12-85-6183 (Part) 4,400/ SF 'SF EXISTING WATERLINE OR SEWERLINE
TOTAL AREA: 32.02 AC. r 28 CONTROL CORNER 225 1 0 PROPOSED MANHOLE ix ~i
ZONE: R6 9,772 SF r '
MAX. NO. UNITS ALLOWED : 192 27 aT"W 0 EXISTING MANHOLE
0 23 24 25 26 I N16' w PROPOSED FIRE HYDRANT
TOTAL NO. UNITS PROPOSED: 126 6,750 SF 5,991 SF 7 r`, 42T•59 m' EXISTING FIRE HYDRANT
ALLOWABLE DENSITY: 6 UNITSIAC.
PROPOSED DENSITY. 3.94 UNITSIAC. f~ 24~ -7 N03. 10'42 4E F-j~ j~j~ I - 215 ! N PROPOSED GATE VALVE ~q
OPEN SPACE REQUIRED: 3.20 AC. 6,044 SF I
PROPOSED OPEN SPACE: 11.45 AC. S06-49 11 v 7,062 /SF 4,400 ~l r 34 F I r 11 II 5,008833SSFi I 6,001 SFF~ Al i tJ D4 EXISTING GATE VALVE LL X LL
OPEN SPACE QUOTIENT. 498,76216444x0,25=309.6' ~4 d 222 4,401 SF REDUCER
22 ~11 4,401 SF II I I/ I 5,687 SF 7 * i I / BLOW OFF ASSEMBLY WITH GATE VALVE,
PROJECT PERIMETER: 6444 FT. W 5,244 SF 5,267 5 4,402 SFI { Lv L , j V / Y ~ 0-1 20' PRIVATE
MAXIMUM BUILDING HEIGHT. 35 FEET 241~~>~~~ 1~ 223 f 4,734 SA o~ / YY 213 DRAINAGE PER CITY STANDARDS Q
NOT INSIDE CITY LIMITS 59.0.6. Sk 3/4" WATER SERVICE _ J t lJ 1~ 61,204 SF , AND ACCESS ESM T v~ <
HC ~`'~J ( -3~ / (TyP) 4" SEWER SERVICE W/ CLEAN-OUT L
OWNER: 42 ~.s,265 sF~~ He W m W
WILLIAM E. GOODWIN
2718 ROCK QUARRY ROAD 6" D.I'` a s,~~3 SF WATERUN 24~fl WATERLINE /212 11
RALEIGH, NC 27610 oa 248 ~3 SF \ R '
51423 SF c o W e--I
DEVELOPER: i -7 PEI~arE DRAINAGE AND ~ N8 accESS `6,292 SF V
GOODWIN, GRIER & ASSOCIATES T~M= 2j0 5'L46 SF ~ I sl 1 SIGHT TRIANGLES
2718 ROCK QUARRY ROAD ffypT
RALEIGH, NC 27610 43 4,879 SFJ r-'"-1 , II 203 \ H 19 21,E Ey
X
t 5,21ksF, , 4,240~0 2 ,ta6/ SF 202
SF 1 @.~ 11 11~ 285 SF/ 04 4,699,~F SETBACKS 200 4460 SF Y FRONT 20 FT. Z
247' , I 1 o'sF ~ 196 199 I ~J 5,129 / REAR 20 FT, o
19 ~ 198 I J4oo"sF 21~ MIN. SIDE 5 Fr. N~/y
C' 7,209 $F 2P3 f F 4,400 S _ 197 I -~J ~ SF / C AGG. . SIDE 5 FT. ,400 SF 4 J L /
4,915 5F 4,752 SF ~ 05 1 t 4,419 $F CORNER SIDE 20 FT. ~ i
246 L, 4EO F 1
44 245
9,677 SF~ ~L
a 9608 SF 6,013 SF L~ cig 0 SF j-1 L~4,400 S i,27
z,9a _ 20 ~1j SE ER E~ ~4 4,400 06 HC
' 4,4'1,4 SF t t / nP,) Y~6 r) 5,1 7 SF/l/
C~ 1d~ j
PHASE DATA
PHASE it PHASE 12 LHASE 13 PHASE 14 PHASE 15 37.5'R 20P
TOTAL No. LOTS 45 19 15 27 20 ~ I
TOTAL AREA (AC.) 6.85 6.96 3.29 5.62 7.30 A 5,9381SF
AREA IN LOTS (AC.) 5,06 2,84 1.67 3.06 3.19 w
AREA IN RAW (AC.) 1.75 0.41 0,90 0.81 0.69 p
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
OPEN SPACE (AC.) 207
AVE. LOT SIZE (SO. FT.) 4,903 6,504 4,836 4,944 6,984 645,'SF
MIN. LOT SIZE (SO. FT.) 4,356 4,356 4,356 4,356 4,356
TOTAL LIN. FT. STREET 1,712 393 759 702 503 1 ~ r ~ ~ 11-4.2 /
5,324 SF I ~V
,400 SF Il ~400 SFI EXI NG7 SF !l ll ~
F ~4 R 15,938 SF 5,938 SF i 4,400 SF/ f' 1\ 4NJ~ 13
L_PHA ,11 4,400 SF!
~~I II 5,234 ~F 31 14,969 SF I B
5 OTS~~ 4,400 SF
WATERLI 41400 SF 7
1~2 ,593 SF 11 1~8~`S~' 11 I 111 1~ ~~Q
RESTFUL PINES S/D / 4,400 SIF oaa r~~ 5,280 SF 11 11 1~~-J 6" D.1. LBE !r1 %4,400 SF/ ~Ir 36 V1
B.O.M. 1962 PG. 118 WATERLINE _ - aJ~~~ C 5,33
ZONE R-6 ~2 54 15,421 SF 15,332 SF Lo C) L/y ,J
UU c a 5,332 S~
RESIDENTIAL X5487 sF HC 2sR O w .33
7,046 SF
p.J --~I I 1 r~~ ~Il -7 ti 5,607 SF Q
~ J ~ ~ F' I 1 1 I &79 !f 181 ~ 2 0 4,904 SF-
1715667 SF ! ! O f I __7 co 1-,- 11 1 mll 177 J 4,4D0 5F L4400 SF l 182 H
~ 156 ~1`~1 o.4,400 SF ~ r , , \ <
6,35', i 6/,021 SF _ R 174 I _ '4;357 SF ° X6,352 SF N13'49'o1"W L4,4pq SF ! f
117': 4,356 SF 3 m 'l 184 r '_17 95.00' \ 41400 SF c f)
4,358 SF N13-46' 3"W o' u I ~ ` ~ r 185 < Y 4,905 SS
4,360 SF 21.01' 4Q00 SF ! f > I it
D ~f 186 1~~30
i 1 ~7 Xe 1111111 71 106 0~ 1D8 44-,CO SF I~
4,895 SF 6" D.L~ 164 1~ 1v165 Iw 38 SF i 1712 70 EXIST. MH 1i a lit IIIl 1 1 4f4s.5s 43D9SFj
WATER INE ' 2 U I ul 187 ! r~ 4789\SF
6,202 SF 4,560 SF 4,S 6ISF
FAR'M-I~VGTON WOODS 108 4,400 SF X188 ! sQ~
00 Sf~ X189 111 PHASE 10 i 109 , 4,4
!
~ a1~8sF z0' ' 1631 167 1 ~5. I 1 P1 69 E I d s III1 72 5,033vSFi 19 d C~(EXISTiI DEEUELOPME NT) 110
_-OZONE: R~6 190 4,388 a~A,
ACCF~RIVgjf ~o.~. _ chin ccA kRf151 SF ,Q ~I ~zon c, o 77 _
- RESIDENTIAL - - 111 8193 SF - - 5a 124
r ° ~EXI TIN '111 6 D.
WATERLINE "I jl \ S i ~ EXIST. 6" O
159 I I / Ex ST. II XST. n I 73 105 ~i _Ao E CT 191 60 ° WATERLINE U1
19 OAS) 68 3~ 0 3 A0 / 434 5F/' >
6655 SF II SR 16 z B B it I
@168 _ no V w ~ _ - I --F nH
X6829 SF 176 o ARMINGTON SNOODS ~
~10,238 SF 169 ~g~26 SF p ~ a 192 RIB - / PHASE '7
r' 7,699 SF~,-' V1
r II' ~ UBLIC) ~~,326 EXISTING DEVELOPMENT) $ V 1
20 PRIVATE DRAIN._ _ II ~I ~4 104 26~ ZONE; R-6 w ~w
8,556"&F~ 113 RESIDENTIAL
161 -EASEMENT I- - i 123~r';ik
k°A5
j 5,81"7 SF 11 IIII I 20+97 a
66 ' 'I II I , lid 103 -I Re
~ ~ - I III Il w~
GRAPHIC SCALE ~f7 Z ~z
I II a II
If II 60 0 30 60 120 ~Grry)imllrjn ujoods S'[? SHEET T SHEET
p 76 i 81 w~ CoU~ 1
L
WILLIAM E, ,db'b'DWIN _ (IN FEET) of , I OF
1 inch = 60 ft.
~6EXIST. MH ZONE R-6, `n~m------ I u
[)TITRE DEVELOpm - T