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~ 6 - , I I I I I / \ ` \ / / ~ s3°rds 8 ~ URBAN PLANNING • LANDSCAPE ARCHCfECTURE \ \ \ ` ~ CIVIL ENGINEERBVG • LAND USE CONSULTING
I , I / - I I Q°-aea~ - , , - ~ \ \ \ \ \ \ w.y tldspl 3r \ \ \ \ \ \ ~ Z 53O " ~ \ ' ~ \ \ \ \ I z ; r tl s ° 1 2601 WESTON PKWY, STE. 203
I I I - I - \ \ \ \ \ ~ ~ a N 3 \ \ \ ~ \ / ~ a i? 6 \ \ \ \ \ \ \ \ / , m r CARY, NORTH CAROLINA 27513 US
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C r1 1 i I A J N ~ IZ s~~654 9 A - m 7 / 30' CLASS "C" BUF _ - - D.R. NORTON
VARaSODPoU 1 O ~ I WVUI 230.40 ~ m _Z I - D a PRESSURE - 102 PSI A ~ D Z a ~ _ _ - - - - - - - - - - 1 3949 BROWNING RD.
~ - - now : i~ c~A~~+~+ e4 P 4 y I ~ a ~ 159 ~ ~ - - _ _ - - - NIP RALEIGH, NC 27609
/ FES~65 ~ I n - - - - - - - - NIP ~ 919-855-0800
8 / 1 / 'OV fl'0 WY IN 229.60 _ _ m ~ 1 ,e° v3aY 5' ASPHALT -0~ _ _ 168 CONTROL CORNER ~tiJ ~ N 744654.2247
D / • / ~ 150 Y TRAIL I a - / ~ , I D-I E 214782fi.3633 (n
~ ~ ~ I (nm I 160 ~ rad; ~ I ~ I ~ I I cp ENGINEER:
I Q- y I \ I _ _ 169 TAR ~G o Ha ELAM TODD d'AMBROSI
999 2601 WESTON PKWY. 9~
I - 114 - _ - I 149 I ~s, CARY, NC 27513
- I I I Imo- - " 161 ( I I I 162 s 919-678-1071
\ I 17 I I ~ ~ 1 116 ~ - ' 146 I 145 I 170 \ ~ \ I ~ 118 1 I I I 1
\ ! I 147 I NAD 83 SURVEYOR:
\ \ ~ ~ i 148 I ! ~ 115 ~ 1 1 1 NCGS MONUMENT "FINCH
\ I I \ 0 119 _ _ I - 171 p N 745987.8620 STALLINGS SURVEYING
\ . \ - \ _ _ _ ~ E 2148849.9310 p.0. BOX 1618
\ ~ - - _ _I _ 174 R 4 2005 MA 1 WAKE FOREST, NC 27588
\ ~ ~ ING FROG LANE-PU UC 176 I 175 I \ - C,J ~ n''~ ash I 178 I 177 I I I / 172 120 _ 1180 I 179 I I 1 ~ 919-556-7903 .WA?ERQUAI.In' ~ ~
\ \ ~ ~ I 82 I 181 I I y'TpR~NA'(ER BAAN~ ~ ~ cn v
I I 1183 I~ ~ \ ~ ~ 185 I 184 , ~ ~ RETAINING 2 2 J J ~ 2 ~ p ~ n ~
~ WALL 0 g \ ~ ~ t,~ I o ~ ~ I I _ ~ - - --rte D WD O~Z,$ ~O Z D ~ ~ J ~
\ \ ~ 121 I I ~ -I I m \ ! I I I n I D p I I I I D+ 1 173 a ~ m W Drawn By: WBT
\ \ \ ~ I 124 I _ - - ~ ~ Checked B ; MGR
\ ~ \ 122 123 _ - --i - 196 I 197 I ~ z \ \ I 192 193 194 1195 I I ~ ~ ~ Y i~
\ \ ! I I I 190 191 I I I I , N ~ Date: 11-8-04
I I I 188 189 I I I I I ~ \ 186 1187 I I I , - ~ ~ I N ~ Proj#: 3401001
Revisions
~~o~x I \ ~ 7 O 198 _ ~ ~ OZI= p7 \ ~ 12-15-04 STAFF COMMENTS
~1 1 1 N ~ ~ - ~ 199 N='N \ ~ J a ~ . e_B WR/'M 219 219 217 ~ 01-27-OS STAFF COMMENTS
~ ..NO 26 221220 A r u~n? ,z } ~ 224 223 222 1I 200 02-28-05 STAFF COMMENTS
g roO1 at Q 227 226 225 ~ 10 ri ~ i m 231 30 229 22B ~ I E I ! In m A 201 { ~ , ~ w Rl <
tt ~ D 202
iui. awx rasa I I ~ / ~ ~ ~ tw ~ rwanuu :a<o~ \ / I 235 \ CWRT-PRIVATE / ~ I \ AYOU ~
i \ - 203
I \ ~ I I 236 D ~ ~ ~ / \ I ~ ~ I 204 i ~
I. I ~ ~ . a 23T ~ 2, 257 \ ~ 205 F
la 238 < \ ~ 210 209 20B 207 \ I ~ 256 II 211 206 REVIEW BY THE TOWN OF KNIGHTDALE CONSULTING ENGINEERS TRACT
i " Q ~ 239 V 216 215 214 213 212 A 234 233 232 \ 1, 388, 473
I ~ ~ i I~ 255 h
I { I / f U 254 THIS DESIGN HAS BEEN REVIEWED FOR THE TOWN OF KNIGHTDALE BY THE UNDERSIGNED- 31.87 AC
253 CONSULTING ENGINEER OF THE TOWN OF KNIGHTDALE, AND TO THE BEST OF MY L.
f~ TALLULA WAY- RIVATE KNOWLEDGE AND BELIEF, IT CONFORMS TO THE REQUIREMENTS ESTABLISHED
~ ~ ~ ~ i?wMw~nr ^ IN THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF KNIGHTDALE.
. I n ~ of ~ii K. iM rQ~WN.AD M mm w
O BY: DATE:
252 251 250 249 248 247 246 245 214 243 242 241 ` I ~ 1\
1 N F SHEET 0 100 200 300
\ \ \ \ 20' BUPFEm
20' BUFFER ~9g Z fNAN, 0. WIN! N. \ A R K 360' EAST2D~WN U NS WAY W. TATIC PRESSURE - 100 P51 SCALE: HORIZONTAL V= 100
W. 2" \ S n~s K ~ 1 - RESIDUAL PRESSOR = 16 PSI o y y iqm 9A P r` 4q fhOW = 1350 CAL IN $ O 42
110 11