Loading...
HomeMy WebLinkAbout003 - C1.0 GENERAL CIVIL & UTILITY PLAN LEGEND -------ply.::::Il------- \ \ \ \ \ \ \ pNTA —•—•—•—•—PROPERTY LINE ---------- ADJOINING PROPERTY LINE 1 EXISTING MAJOR CONTOUR LINE IIi 1 A Matthew B. o EXISTING MINOR CONTOUR LINE IIi 158oft73ES ' ---------------------EASEMENT LINE F J� II tiw --•--•-- •--•--•-UNDERGROUND ELECTRICAL LINE 5CEN —•—•��—•—UNDERGROUND ELECTRICAL law—+ow—Iaw—+a-.v—io°w—.rml° io°w—io-x—io°w—, o°w—,owmaw aw—iow—Iow—+ow—iow aw—iow—iaw—iow—imrv—iow—imv Blow—low—Iow powmow iow—iow—+aw—iow—iow—i°�— yC Y�CENSEO GAS W TI ��FER-1P�0 —•— •—UNDERGROUND COMMUNICATION LINE T EXISTING PHONE BOX E EXISTING ELECTRICAL BOX FBI sWw -- —_— 1 iii N STORM WATER MAIN p �.� •—12"STORM WATER DRAIN LINE i IIi NAIL ELEV.=4,892.95' _ _ _ _ _ _ _ _ _ _ _ _ ® STORM DRAIN MANHOLE EQUESTRIANIU E STORM DRAIN INLET O 10 ZO 8"WATER MAIN ------- J W"'u I III ________Tom______ WA ICE SCALE IN FEET ��s�ss�ss�ss�°ss —a-ss��s�°ss�rss s-%c ss�°ss�ss—e-ss�ss�"ss�^ss •• 10"WATER MAIN 2' HYDRANT �V\ - CONTOUR INTERVAL=1' �u�ss�ss�u�u� �a-u�ss�ss—ess�-u�ss�ss�ss�u�-u�ss�ss—rs5�-u�ss + N WATER VALVE ss a W 8'SANITARY SEWER MAIN I4 w ---_-----SANITARY SEWER SERVICE �tiy XIS TING += T $$ SANITARY SEWER MANHOLE z!°g +re�zl^s�z+re�n°sue SO p 2 s�x+sr, n"so�rs�zFso�+-s r's�z+so�Fso�+-sr, zrs6—xrs�zr's��+-so-�zls�z+x�z,s o—z,six+s�—ns�—x+s�—z,so�+s�n���+s�zlso-�+s�ns +s�z,s LP __ F LIGHT POLE q -- ----- - —CURB AND GUTTER 1 v TRAFFIC SIGN ( „ EXISTING P�KI T EX STING 4"WATERSERVICE WI`E-�WATER SERVILE LINES F 1 �1 IG STRIPING 1 (1 F RLOT431 FOR40T5) �1 I. CORE&C T� �. x&GUT r CONCRETE SURFACING 1 aZ°�,a `./ " I_- - ROOF DRAIN L EXISTIN i CUR &GUTTER r ASPHALT SURFACING J . � 0 EXISTING INLE C B&GUTTER 3 1 �I FL=87.74 _ 14i'a _ ________ g�-- ---------- ----------- ----- __ _____ - - TRAFFIC FLOW DIRECTION EXISTING SPOT ELEVATION H NDQAARKNG PROPOSED SPOT ELEVATION ISTING C NC t.lDf �1. 1"WATE SERVICEPROPOSED DRAINAGE DIRECTION PROPOSED SEWER CLEANOUT FOR L T 5 USE -- ADAACCESSIBLE ROUTE 2. to mmT ESIDE N P EDN�CRE�T.��—xAso�:o / --_ to' 9°41'S7"E 59. 89'41'S © COMMUNICATIONS BOX 71tF ROOF DOWNSPOUT/SPLASH BLOCK a SNOW ONNECTTO EXISTINGTORAGE CONNECT TOE STIN . tBK A 4"SEWER SERVICE 4"SEWER SE ICE 8 T F.F.ELEV=2.84F.F.ELEV=2.12 o CONSTRUCTION MANAGEMENT PLAN INSTALL SHALLOW BIOSWAL I8 �I i eo I H �! 1 W/4H:iV SIDE SLOPES INFR11IL RATION AND IF NIECES Y, ( ❑� ,x� BOTTOM ELEV=4691.30 I i II I 1 o TOP ELEV=4692.05 p RUCT VOLUME=70 FT' °+I 7 CS MT I II NSR LL SILT FENCE OR WATTLE PERIMETER CONTROL LOT 6\ PREVIOUS LOT O V`wV rj/` IT. aTyY �I l - PREVIOUS LOT 5 _ a 11 \m L CONNECT ROOF DRAINS TO 11 «.,n.„ �11 I STORMWATER COLLECTION PIPE W O IN r, 1IV SIDE LOPES LE I " 8 15 EASEMENT I P a r L 1 F 1 i V SIDE SLOPES I I - �� L 3 T"OM ELEV ;13 30 + LOT L I-I-h PELEV-466`�A5 V II, e OLUME 70 FT' °'"` i LANDSCAPE WALL 'nl� 1 - I j- (22 MAX HEIGHT �' 9•"'° + oo NR E O _ - .QILl 1 III ':t7 LOT 3 * 'i �I'ii _wI �al W F-I O 'j INSTALL SILT FENCE- 4 II OR STRAW WATTLE I+ I :Q „- I O ... PERIMETER CONTROI -- J I I I EXISTINGif =m.l BUILDING L ^� WALL I I W IIi 2 STEPS \ 2 STEPS IIII ° coII Z Il I Ili gull ® P� I--I - I RI 'll I I I GARAGE III II F.F.ELEV=4.17 Iv= O } •eo TEMP.CONCRETE I=I GARAGE WASHOUT LOCATION F II I I I III. .F.ELEV=3.45 I '- I III IIII a(PREFAB OR REUSABLE) —• _—� III IzI III (IIII S V PROPOSE TORAGE III II II l I- DRY UTILITY SCALE.1"=30' II SERVICES V IIII III III IIII o pp N II f � INSTAL I. PROPOSED BLOC III W N RY UTILITY 3 MIN.OF BITUMINOUS ASPHALT 'o=' z DS SERVICES 0000 0 0 o3 MINOFIMINU6 CRUSHED GRAVES r I owi O O O O O O 00000000000 - C ' 3 3 ASPHALT ><�y O 0 0 0 0 0 „=r, T, ASPHALT I��TV III E-+ -12'MINOF6'MINUS"IMPORTED"PITRUN � -- 6'x6'TRANSFORMEEADR -': +.., W 0 oU oU oU oU o TRANSFORMER- - i—� R WtE PAD „ ^ COMPACTED SUBGRAUEY \ \o o „ —N - p_ _ 1/1 H� O 1/D/O IF 4".7,., 89 1155 ':!&t=5 �&:. S 89°41'57 �L V f--i INSTALL GEOTEXTILE FABRIC AND/OR GEOGRID IF SOFT W 60�16 —` `— ` ` SUBGRADE CONDITIONSARE ENCOUNTERED. _ C1.0��TYPICAL ASPHALT CROSS SECTION D 0 EX TI A T W � z., EDGE OF EXISTING ASPHALT / II ( STI G P LT) EXI TIN AI O O GENERALNOTES: m. 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS,MPWSS 6TH EDITION,APRIL 2010 AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS,MARCH 2O11,ADDENDUM NO.1&ADDENDUM NO.2. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USEDAT THE DISCRETION OF THE CONTRACTOR. REV. DATE 4. TRENCH BACKFILL SHALL BE TYPE A,FOR ALLAREAS TO BE PAVED. 5. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINE FROM THE EXISTING SERVICE STUB TO THE BUILDING IS THE RESPONSIBILITY OF THE DEVELOPER. 6. THE INSTALLATION OF THE WATER SERVICE LINES FROM THE EXISTING SERVICE STUBS TO THE BUILDING Is THE RESPONSIBILITY OF THE DEVELOPER. - - 7. AN APPROVED DOUBLE CHECK SACKFLOW PREVENTION DEVICE MUST BE INSTALLED FOR EACH NEW BUILDING SHOWN,PER CITY OF BOZEMAN REQUIRMENTS. LOT DRAWING DATE: 8. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT TO VERIFY 6/lp/ZZ ADEQUATE FALL FOR SEWER SERVICE. 9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHAAND ALL APPLICABLE SAFETY REDUIREMENTS. _ _ _ SHEET 10. GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING,BUT NO LIMITED TO UTILITIES,AIR EXCHANGE CONDITIONING UNITS,TRANSFORMERS AND METERS SHALL NOT ENCROACH INTO THE REQUIRED YARD SETBACKS AND SHALL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALLAND ADEQUATE LANDSCAPE FEATURES.ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE INCORPORATED INTO THE ROOF FORM OR SCREENED IN AN (� .O APPROVED ENCLOSURE. 11. PROPOSED DRY UTILITY(ELEC,GAS&COMMUNICATIONS)LOCATIONS SHOWN ARE PRELIMINARY.CONTRACTOR 9 LOT TO COORDINATE FINAL LOCATIONS WITH UTILITY PROVIDERS. 12. DRY UTILITIES AND ASSOCIATED STRUCTURES SHALL BE LOCATED A MINIMUM OF 10-FEET FROM PROPOSED cl WATER AND SEWER MAINS AND SERVICES.