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West Babcock Subdivision
-_ — ,o• •Y ouxerox A•4P h II I ti WEST BABCOCK SUBDIVISION 5 c m Ly" THIS PARCEL 5 W P e,ecxx _� W In O W �4 NOTE: ACCESS TO LO:S 1-7,SIMKINS SUB. < � N tl .m.....�.. TO BE KEPT OPEN DURING CONSTRUCTION. I I I o m O Ega$ a` (-� TO REBAR 2'1, KABLE SUBDIVIS'ON I I < a Q OFEV.OW£R POLE VICINITY MAP 5I ; SIMKINS 1 c "r\„111r1 BDIN90N - - - - _ - - - I MH RIM L� — ELEV. V. 4767 51' ^C - __ OPEN SPACE 3 4 5 6 1 2 �croxo Y I r 25TH AVENUE R/w 3 N N In 2 L rl I I I > 0 mss 5 w z 6 7 8 zzw I I I I C7¢> 0 Of m rnl�� TT Z J O n N y _ _ 30 UTILITY EASEMENT I w a m O ^ N R 4TH AVE. I n I I a I a v m o 0 2 3 4 5 6 0 1 2 3 4 r I I m 30'.1 " I oxx, ��� TELIPORARY I I I o NOTE: ALL DETENTION O TBM-LOWER GATE BOLT PONDS 1.5' HAMMERHEAD TO 2.0'DEEP HAMMERHEAD I ELEV 47ON W I85.28'DE OF W.6"X6"POST I I N TBM- SW BOLT OF HYDRANT I ELEV. t 1 = I V I 0I � . NOTES II I IAd I •r. 41 E 1.ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED I I Q u m 38.5' y y 38.5' IN ACCORDANCE'NTH MONTANA PUBLIC WORKS STANDARD SPECIFI- 28.5' 10' 18.5' 18.5' 10' 28.5' CAPON,THIRD EDITION,OCTOBER,1988 WITH ADDENDUM NO. 1, AUGUST,1991 AND CITY OF BOZEMAN MODIFICATIONS. I GRADE TO DRAIN GRADE TO DRAIN 2.ALL TRAFFIC SIGNING AND MARKING SHALL BE DONE IN ACCORD- TO NORTH 2X 2R 2X 2R ANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NEENAH R-3O67 1988 EDITION. OR IFCO#515 3.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO I I Y 6"OF 2"MINUS ' 6"OF 2"MINUS (DL GRATE) EOVAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AND DETERMINED BY THE OWNER AND THE ENGINEER.A CITY OF CRUSHED ROCK h 8 a NOTE'SAME PAVEMENT ywya CRUSHED ROCK O BOZEMAN STREET CUT PERMIT IS REWIRED. I >; 8 ff'�J SECTION SHOWN BELOW. 0 b U �" 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING PATH THE B j YYYs OWNERS OF UNDERGROUND UTIUTIES SUCH AS POWER,TELEPHONE, 9 30" CABLE.AND GAS COMPANIES AS TO THE LOCATION OF THEIR II I I Y UNDERGROUND LINES.THE CONTRACTOR IS SOLELY RESPONSIBLE < FOR ANY DAMAGE DONE TO THESE INSTALLATIONS DUE TO FAILURE 20"DIA.HOLE TO LOCATE THEM OR TO PROPERLY PROTECT THEM WHEN THEIR /FOR 12"RCP LOCATION IS KNOWN. SOME UTILITY COMPANIES MUST BE GIVEN 48 HAMMERHEAD STREET SECTION HOURS NOTICE FOR CABLE LOCATION. BASIS OF ELEVATIONS: HYDRANT ON SE COR., I 5.A LIST OF REPRESENTATIVES TO CONTACT FOR INFORMATION DURSTON k 20TH.ELEV.770.095' REGARDING FACILITIES IS AS FOLLOWS: Q MONTANA ONE CALL SYSTEM DISPATCHER 1-800-424-5555 MONTANA POWER CD. MIKE CECH 586-1331 (EXT.3215) a.s. Al BUILT DATA z z US WEST(INCL.FIBER OPTICS)PAUL CORIE 585-2355 `l Q T 6.MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED BETWEEN SEWER MAINS AND WATER MAINS. 7. LOTS 8,BILK,4 AND 9,BLK-3 ARE NOT BUILDABLE UNTIL N.24TH Z IS CONTINUED TO THE NORTH. O 7 8, ACCESS TO LOT 1-7,SIMKINS SUBDIVISION IS TO BE MAINTAINED DURING CONSTRUCTION. 0 BELL GRATE INLET an 58< 9. A COUNTY ROAD-CUT PERMIT IS REQUIRED FOR ALL WORK ON 25TH []] AVENUE AND DURSTON ROAD. Lv LLB ,n = POND P L Sv PA SECTION VIEW SECTION A-A U) INLET SLOT �4-6 /EMBANKMENT / 30' 30' Y SEE TABLE \\\\\ r/ 5 5.5' 18.5' 18.5' .5'S U z SIIZE OF SLOT J;1 2R 2X STORM DRAIN INLET DETAILS ACTUAL 0 > Q v > � ,..t .•. .d.. m O LLB POND 1' 12" RCP°° SHEET INDEX Q O N BOTTOM Q] O A A 3"BITUMINOUS SURFACE xrwinr m Co 3- E COMPACTED TO 97%MARSHALL STREET SHEET 1 COVER ~ "> SURFACE SHEET 2 WATER MAIN in O 3'OF 1"MINUS CRUSHED SHEET 3 SEWER MAIN Q BASE 98%OFOAASHTO T-URSE 99 TIED TO I?•PER 11 SHEET 4 W'ME DENHALLESTREET GRAPHIC SCALE 15"RCP 18"OF 4"SELECT SUB-BASE p eo ma COURSE COMPACTED TO 98% INLET SLOT SIZE OF AASHTO T-99 GEOTEXTILE STABILIZATION FABRIC varlahle PROJECT NUMBER STATION SLOT SIZE F 3� MIN, ( IN FEET) 3+00 8.5 1 inch= 100 }t. 2538.001-040-0310 12F00 3.0 EXISTING SUBBASE COMPACTED TO 98%AASHTO T-99 NOTE: FINISHED STREET SURFACE SHEET NUMBER POND OUTLET STRUCTURE EDGES OF DOUBLE GUTTER . 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