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24.0 108 West Babcock Proposed Sewer Main Replacement
TOPOGRAPHIC SURVEY SURFACE&INFRASTRUCTURE ALONG A PORTION OF SOUTH WILSON AVENUE,LOCATED IN THE NORTHWEST 1/4 OF SECTION 07,TOWNSHIP 02 SOUTH,RANGE 06 EAST,P.M.M., BOZEMAN,MONTANA LEGEND *LP LIGHT POLE I CURB STOP wv H WATER VALVE k FIRE HYDRANT 3� Q SANITARYMANHOLE 2 EXISTING 48"DIA. © CLEANOUT MANHOLE INSTALLED IN 2017 TO REMAIN sn STORM MANHOLE CURB INLET STORM GRATE ssMH SIGNAGE RIW4812.16' �.��••� TREE WEST MAIN ST. INV N:4801.33' L INV S:4801,53' 1941, ELECTRIC VAULT # INV E:4801.53' #I W:4801.53' ❑E TRANSFORMER TIE NEW SEWER MAIN INTO EXISTING MANHOLE.A-CORE �'°�"`�'°�"�'°�"—BURIED GAS LINE TO PROVIDE LARGER INLET SANITARY SEWER LINE v DIAMETER FOR LARGER PIPE. ———— ---STORM SEWER LINE BURIED COMMUNICATIONS CABLE WATERLINE ASPHALT iJ CONCRETE BUILDING d PAVERS # a L TREE GRATE 3 # 19 Entry(Typ.) LLI # SCl D. Nv INSTALL APPROXIMATELY 415 FT OF NEW SEWER MAIN FROM NEW MANHOLE AT PROJECT SITE TO MAIN 2 STREET MANHOLE(PIPE SIZE TO BE - DETERMINED IN DESIGN REPORT) � LI � I v X Cl I ba rl JUVV SD WEST BABCOCK ST. - ---- 7 I 108 WEST BABCOCK INSTALL NEW PROJECT SITE 48"DIA.MANHOLE #I I PROPOSED Ip SEWER SERVICE I I j I I dI I -i I APPROXIMATELY 720 FT OF EXISTING 6"DIA.V.C.P SEWER MAIN FROM WEST ___________________ J OLIVE INTERSECTION TO MAIN STREET INTERSECTION I � I J I I �° I I � I I J m I I I J I t I I I I I ## I I I I I � I ------------------------J L———————— wv bS WEST OLIVE ST. I MH RIM=4822.08' INV N:4813.73' NV 5:4813.78' EXHIBIT A: PROPOSED SEWER MAIN REPLACEMENT I PROJECT: 108 WEST BABCOCK SITE PLAN ENGINEER: BRIDGER ENGINEERS, INC. DATE: 02/13/2025 BASIS OF BEARING Bobcat LDP Coordinate System ELEVATION DATUM: 0 30' 60' 90, NAVD 88 X 1/4 Sec. T. R. X 114 Sec. T. R. PROJECT SURVEYOR:EKL SHEET 714 Stoneridge Dr. SCALE 1"=30' 07 2 S 6 E Suite 3 DRAWN BY:GLL ® ® 1 OF 1 ® ® Bozeman,MT 59718 SURVEYINIO 8. 566.5599 Office REVIEWED BY:MB PEARSON DESIGN GROUP ENOINEERINO W,�,W alpinesurveying.net Ffl DATE:01/16/25 PROJECT NO.182-08