Loading...
HomeMy WebLinkAbout022 Enlarged Grading Plan Northwest Lu STAHLY uj 7990 -IW—W wV LL - — STAHLY ENGINEERING & ASSOCIATES PROFESSIONAL ENGINEERS& SURVEYORS --eeeng.com - - - - - - - - - - 2223 MONTANA AVE. STE. 201 W W - - - - _ _ _ _ _ _ BILLINGS, MT 59101 ► W W W W W - Phone. (406)601-4055 �SS W W W W W V W W W 1,�/\/ Fox:(aos)soi-aosz �sS ss g o W W W _ 3530 CENTENNIAL 1 s5 ss sS SS Ss HELENA, MT 59601 _ ss sS ss Phone(406)442-8594 ss ss ss ss ss o P°RIDGE)442-ass? ► N 1 851 BRIDGER DR. STE. 1 BOZEMAN, MT 59715 Ph one:(4os)52-9528 W. BABCOCK ST. F°x(4o6,522952e ISSUE/REVISION No. DATE BY N .................. 1 2-4-21 ZWL .... . .. .. . .. .. ....... DESCRIPTION:. . ::::. ::::::. . :. :. . :. :.�::::::.�::::::.�:::::......... ......................... .... ..... ...... .. ... s UGE 4 CONCEPT SITE PLAN o UGET� --- UGE E *_------ - --- ----- :: GE��UG ---- U E.. UGE 480 41 B G --- No DATE Y o I `� I ------ UGE G UGE UGE ----- 2 1 3-18-21 ZWL ---- -� DESCRIPTION cu I TRIPLEX I I� / SITE PLAN TRIPLEX TRIPLEX TRIPLEX C1 No. DATE BY LO Q U O W 3 ZWL DESCRIPTION (� O W a 11,800 SF INFRASTRUCTURE PLAN z PERMEABLE WAVERS 3 11 = 1 11 fA No. DATE BY z I — 48� 4 7-14-22 ZWL r/ // / r:r::11 I F DESCRIPTION / 1 1/ /r/ / /481298 Q No DATE BY ffff / 11// 5 m W W W 48a 2.63 W I DRY W L CONNECTED W� W DESCRIPTION a W 4 1 TOR OF DRAINS (TYR.) W—W W W�W�� 4813.15 " ss ss ass ss Is ss ss ss ass w N - -- - - - - --- - S M 81 "� - K \ - - j= - �;i I �-�-�- ---- - __ _ _ CURB SCU PER TYP) I CREE DIIR• o I — — -- — cn SLOUGH s6 ss s I I I'll 1 " z-- {_ + vJWi —ss 3 Ss .� -- 7�F - -- ! \-- r 481 LU d ¢ rt vi 4813.2 ._.__ _... -- 12'4- - F o I - 4813.35 / i a Z aLLI N C� Z / O m N I Q I m N 4�-. -. ---.-::- :- LL 3y .. o 2 ry96 DRY WELL --- ml 1P SJ 1 CONNECTED TO --.. - .. --- .. oe ROOF DRAINS ENLARGED �— \\�autannrprr� GRADING PLAN- m s O N TgNr�4i��' N W '9 1 _{ - '812.53 PONDING TOP AREA=1,510 SF Z A • III I POND DEPTH 1.5 FT C _ 814 4 � IPOND VOLUME-1,532 OF `l I ... ..... ---.4814& - --_ -m -_ - 9811�7__ :: --- •V L WE: — _ NiL. 923PE ❑ DESIGNED:ZWL vi 0 10 20 40 --- 1'8 426 - 5� ��w-� O .•�ll� DRAWN: NCC o I .• I ,III .�.C.I �s••CENSF(•'��.� DATE: 7-14-22 ........ _..----� -{ --::- I III -- - - i�s/0NAL�� \\\` SHEET SCALE IN FEET _.....:::....1.:::. - rrnn11111 " SEE SHEET C5.4 (i5.2