Loading...
HomeMy WebLinkAbout02_LSP_C1.0 Civil & Utility Plan i �OpO1N 1 T y * CLINTON Q's,*- LITLE I I 1 BASIS OF BEARING =O 0766 PE !n 11 EXTG HOUSEBobcatLDP a N Coordinate System I I b EXT'G HOUSE 0 20 40 60 m 11 SCALE 1"=20' � ddd ELEVATION DATUM:NAVD 88 a — of ! ------------------ z EXT'G WATER HYDRANT 0 0 IEXTG LIGHT POST ————————————————————————J w N III 11 I P EXTG LIGHT POST 0 3 I ���a�� ADDITIONAL ON-STREET PARKING I I z1 I O 9_ ' O F NEEDED DURING ONSTRUCTION 1 0� EXTG 18"CLASS 51 'A DIPIPE� v —v —v J EXT'G HOUSE SUNSTONE STV(LOCAL STREET) —V�—V CONSTRUCTION EXTG VALLEY GUTTER V �. 92/�cP ENTRANCE,SECOND _ : �. EXT'G CURB AND GUTTER EXTG ADA RAMP �� ACCESS TO BE REMOVED -- z A SHORTLY AFTER �� y CONSTRUCTION MATERIAL EXT'G WATER HYDRANT I EXTG 8.5'BLVD �1 CONSTRUCTION BEGINS STAGING Op ca EXT'G 5'SIDEWALK EXTG CLUSTER MAILBOX 0 0 1 �+ a I NEW ASPHALT EDGE 1 J EXT'G RETAINING WALL qpq PAT b� '� C SMALL d f6 0) d RETENTIO XT cM E LO <o 2 B :"i:'c.°°:' rl;'hJ,•' / POND { EXISTING FENCE 0) 0) CE ILTRATION EXTG BUILDING REMOVE HA 20 PRESSIONS V [n m ASPHALT L 1 APPROACH(SEE LANDSCAPE) EXT'G WATER �� PROPOSED ASPHALT AND10' z EXTG PATH SERVICE ��0M MIXED USE ASPHALT PATH EXTG ASPHALT 4 ¢3�I PROPOSED RAMP EXTG RETE(JTION BAST I CULVERT �/J� TRASH CONTAINER. W TO BE EXPANDED P 40 YARD ROLL OFF }W z. 8❑ CONTAINER. z EXTG BUILDING U i 'ALL CONSTRUCTION MATERIALS AND HEAVY EQUIPMENT WILL TRAVEL TO AND FROM THE SITE VIA 7 DRIVEWAY THE ONE SITE ENTRANCE. Mw G �•'.� }' ' {{ ^ CONSTRUCTION MAP NTS In 30. •':' .. `� EI O ^ 'fy�^ O ry A I p � r LL STREET UTILITY ND z I NEW ASPHALT EDGE / Z EASEMENT IRRIGATION WELL � PER COS 2360 j _ �� C✓j f PROPERTY p R LINE m €I EXT'G SEPTIC SERVICE 60' zO'UTILITY d R.O.W. QW ELECTPOWER �G��/�O<O LEGEND C J Q �/ J` FOUND SURVEY MONUMENT u -a- AS AS NOTED LLI PER DOC �2�y��2 i x'p STREET LIGHT D_ � Z #2051456 EXTG SIDEWALK Y � �2 ti�/2� p POWER POLE _� H I C T N PEDESTAL GENERAL NOTES: Z W EXTG CURB d - C�,y 1. SEE SHEET C2.1 FOR DETAILS AND ADDITIONAL NOTES. Z Q IV AND I z I 5$ Q WELL 2. CONTRACTOR IS REQ'D TO COORDINATE PRE-CONSTRUCTION MEETING WITH CITY AND Q C) GUTTER �jj I cc ENGINEER. m z Q SEPTIC LID 3. ALL MATLS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE U) p Q 10'UTIL. MONTANA PUBLIC WORKS STANDARDS AND SPECIFICATIONS AND CURRENT CITY OF W m J J c EASEMENT I i I � .- �I ®Wv CLEANOUT BOZEMAN STANDARDS AND MODS.ALL WORK WITHIN R.O.W.SHALL BE DONE BETWEEN 8 �J r 5;4 AM AND 5 PM,M-F,UNLESS OTHERWISE APPROVED BY ENGINEER. I I H WATER VALVE 4. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MAT'L SUBMITTALS TO DESIGN ~ U ¢ k I FIRE HYDRANT ENGINEER,WITH INSURANCE CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR J a� ALL WORK WITHIN THE R.O.W.5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION I SANITARY MANHOLE CONFERENCE. EXTG 18"SDR " 0 5. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES,WARNING SIGNS,AND TRAFFIC 35 PVC I I c PROPERTY BOUNDARY CONES PER COB AND MDT REQUIREMENTS IN ACCORDANCE WITH THE MUTCD(INCL.MT SEWER MAIN AMENDMENTS).ALL TRAFFIC CONTROL MEASURES TO BE APPROVED AND IN PLACE PRIOR ADJOINING BOUNDARY TO CONSTRUCTION ACTIVITY. 6. THIS MODIFIED SITE PLAN INCLUDES NO UG UTILITY INSTALLATIONS AS THIS WAS �--OVERHEAD POWER PREVIOUSLY COMPLETED BEFORE THIS SUBMITTAL. III "•—_ -- �•�BURIED SEWER LINE PROJECT 537-01 BURIED IV LINE DATE 2/1/24 EXISTING EASEMENT DRAWN BY JLS REVIEWED BY CL EXISTING DRIVEWAY/PARKING ©gLPINEHE 2022 PROPOSED DRIVEWAY/PARKING SHEET ASPHALT TO BE REMOVED C SH 1 .0