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HomeMy WebLinkAboutREVISED SHEET-PH-1 I ------ - — -- — _— ---- — — / ————————————————— = -- ------------------------------------------------ 5 -___ ________________ _ -%� S S Sy s" .i S S�tS s., so FALLON-ST-37'TBC TO TBC - _ _' i� ---- ----- - --_- ' -- --- --- - --- -- _ - _- _------ -- ----- _ --- -- a _ z \\\ _B.C.n__ __ _- °c_ ___ _ ___ sag5]•s2•f .ea•� - - CURBCUT ___ _-- _/_ _ ____ __ 5 z�_- - __-_- ____ -— _ —— �` ,✓" r_., �C✓ s ° S 89°46'42"E 2 0' __ ,6 ,m -- — - PROPER --- --"--- _ - ------ \ I I Fou 1.1 RY �• GRADE TO DRAIN � 30.01' I \ o III Mon.Box S 89 49'08' FLOW ARROWS 43 `- __- _ _ a5 _ _ °" • _ A. / i AB5 w� r � y Ceaa � �• � � /� I 14 °" � ' PH II 1/•:.Z ` I 1 �, G DINGCONTO S PHAS TOTAL a6 I I / PHASE 1 AS �o .aagq,RE PONDvoL E —__--- \ EO=2,]93 CFT �,- In 1 11 + } ASE 1 EMP RARY Rowoeo=3,oaac /- 2 HI R ENT IO OND 3 3 4 � 4 I _ I PER SITE PLAN r� _-- s yu wi v - Y _ P1 OFFICE > v I GRAD TO D IN III Q' I �'�1� I I FLOW RRO � BUILDING(1) 5 Q PHASE 1 RETENTION PONDS NOTES: �I,� o `i �j FF azo Li AS m 1.PHASE 1 WORK WILL REQUIRE 2,793 CFT(10YR-2HR 9 I I II ` DESIGN STORM)OF STORM WATER ii li Q i { °.'euR c w li 1 I I1 STORAGE/RETENTION AS SHOWN IN IN THE 3 h (,�,. a Y' 0 1 TEMPORARY POND T-1 ON THIS SHEET. IT IS III a li PHASE 1 - - a m 14G DING CONTOURS V 1 V I COMPRISED OF A"NATURAL"GRASSED DEPRESSION 1 I /I WITH ITS OVERFLOW TO THE NORTH INTO FALLON l 1 STREET. 11 oltound P2 FPICE - IIB.C.in Kerin v 8°04�II3"E, Y. B DIN 3 \ \ \ I 11 orHon.BDx G( 05 A v 1 I I WHEN PHASE 2 IS CONSTRUCTED AT A LATER DATE, „I, °' T AIDE TOd N la \ I THIS TEMPORARY RETENTION POND WILL BE I FLowARR s TEM 01 RYI REMOVED&REPLACED WITH THE INFILTRATOR II III ; I A, PARKIN STALLS RETENTION SYSTEM AS SHOWN ON CIVIL SHEET C-3. 1 v I I III 1�\\ •-:. t .,�; - Al _;� I \ \ \ �� I PHASE 1 GRADING AND GRASS PLAN \\I I �� /^11 I �11v �, yam—vj a �R �� �A 177 m ,� I I I►I, � �I I v u., t s P1 STORAGE I BUILDING ) I v ov 46 Found Kenn 0 A.C. N8°3-"W- 48.84 M---------------- ------------ _� - _s_s S s I I�—sue- � z C� 10�\\\ —* — — _ S89"3TS8•E Found LARAMIE DR-3T TBC TO TBC soear ITt Found A / o B.C.in \ B.C.in Mon.Box Mon.Box -------------------------------------------- - - L__1____ �'__________ -________=r=- ----------�___= GRAPHIC SCALE r -7----/ 409 10 20 i lill / --- --___ __-----(-IN FEET) —— ———__-----_ - I --------- -- -- - - - 1 h 20 fL �- - - - — 11"XI 7":1"/40ft VERIFY SCALE REVISIONS DRAWN BY:Cl PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW CURRENT LANDING,LLC OFFICES&OUTDOOR REC FACILITIES 1154.004 MEASURE.L1NEBELOW LOT 2,BLK 1 -PARKWAY PLAZA SUB SHEET NUMBER MEASURES ONEINCH ON 9 Cl BOZEMAN MT 017 ORIGINAL DRAWING. NESISErlglnee.R CHRISTOPHER APPR.BY: Des gng z04 N.11IT Ave. PE = DRAWING NUMBER Bozeman,MT 59715 •ttt� DATE:12/19/23 MODIFY SCALE ACCORDINGLY Planning Phone:(406)581-3319 a O.A.REVIEW NGINEERING, INC ss�osTeaE� BY: PHASING VEG,GRADING&DRAINAGE PLAN PH-1 H:\1154\004\ACAD\SHEETS\SHEET-PHASE AND REVEG.dwg Plotted by Chris Wasia on 12/19/2023 3:45 PM r943egiffnilWofaXCWStaaafdofCaMnitngnt COPYRIGHT®GENESIS ENGINEERING,INC.2023 NAL,,.,' DATE: