HomeMy WebLinkAboutPlans - 62 SAILE WAY 7/28/1997 NOTE:
THE WATERSHED FEEDING THE SMALL WET AREA IS LESS THAN ATSILTFNC
A HALF ACRE. PEAK FLOW FROM A 10 YEAR STORM WILL BE
LESS THAN ONE CUBIC FOOT PER SECOND. (I CPS) 140+80
THE MINIMUM CULVERT PROPOSED FOR THE SWALE UNDER THE
DRIVEWAY FOR LOT 2 IS 12 INCH DIAMETER. 379
Os PEAK FLOW THROUGH THIS PIPE IS 4.6 CFS,
TO BETTER MODEL THE EXISTING SWALE THE CULVERT SIZE
+00 SHOULD BE 18 INCH DIAMETER.
376
1 -TS,
4l +80 v-
Bs
316
ATSI NC
OS OSHA 0 139 +5
141 •
+10 141 IT 4SI-1-- 313
OS 378
142 • 141 60
CLSW L 18"BASE
140+50 r"--142—
144 — EDGPV TCNRI
--\� 1 140 80
cs Os
142+3 CLSW 18"BRSE 3 0
392 1 140 +60 143+10
377
OS 1 CL3'S A 181'DEEP
LOT 2 OSENDSW 142 60 40 0 os
144 20 TS
ti OS • ED V TCNRDW
3 35 1. 20
14(�,+00 141 60
4
388 CL4'S ALE 2"DEEP 81
14 +7
146 Y 371
0 D A BLE 6'SWA
40 20
0 0 +140 60 cs
52 -c 370 363 0
145+5 362 S
14F 0 138+90 +80
322 141 + 0 364 BS
3 139 +00 48
321 BS LOW 365
139 +10 138+80
cs 368 369
141 00
OS
OS WALL359 Os 14 s
145 10 139 70 1 2 60
366
3 3 7 47
Os cs
148+80 141 50 cs
387 1 360 14
0 OSENDHAY 36 - SMHRIM
11 143 Bs
�jkj OF�dy
46 141 + 0 142074
3 357 Os
LOT 1 Q U i: 142+70 31 345
cl 37427 zvg OS WALL 326
1 70 S&N
148 143 DMHRI
SCALE: 1"=10' PADRI 340 14 CBRIM
14201,
344
WORKSHEET OF ORIGINAL CONDITIONS 5r�-\ 3 142 83
JULY 28, 1997 14 +i 342 CBRI
341 1 142'
SUPPLEMENT TO NOI SITE PLAN 3
FOR LOT 2 SAILE WAY
ADDITIONAL DETAIL FOR DRIVEWAY 0 DSW
AND CULVERT DESIGN 1 90
355
Os
147 +40 OS OS I EDGPV TCNRDW