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HomeMy WebLinkAboutC1.0 Site Plan 03-22-2019 LEGEND x EXISTING SPOT ELEVATION LP LOW-POINT INSTALL INLET PER C.O.B. D. 22' EXISTING PARKING ISLAND x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE DWG.No.02720-01 LOT 2 IXISTING PARKING ISLAND71 © EXISTING UG POWER BOX TBC TOP BACK OF CURB TBC:46897.1 w- FL OUT(12"):4687.11 R DRIVE PF"{ROACH W Q EXISTING TELEPHONE BOX SW SIDEWALK 189.23 090'31'27" (R) EXISTING PAVING W FF FINISH FLOOR 3'SETBACK I _ ❑U EXISTING UTILITY BOX LS LANDSCAPE F SN STORAGE r-o ® DEMO ASPHALT,VALLEY GUTTER AND CURB AS NECESSARY EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL REPLACE PER DETAIL 1/C3.0,3/C3.0 AND 11/C3.0 © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT ,& FU R BOW BOTTOM OF WALL CONNECT TO EXISTING E%ISITNG CURB AND GUTTER SID O°0 EXISTING SANITARY SEWER CLEANOUT 4"SEWER SERVICE /� L� =LANDSCAPING CONTRACTOR TO VERIFY LOCATION AND DEPTH 26'WIDE PUBLIC ACCESS EASEMENT \� VISION TRIANGLE 50 4 O(Ekst Sheet 1 of 4 EXISTING FIRE HYDRANT o: PER DOC.NO.2507159 26' I i EXISTING WATER VALVE CONCRETE ss ss +� EXISTING DRIVE AISLE I g� ® EXISTING CURB STOP 0 EXISTING POWER POLE \+'ks BIKE PARKING EXISTING JUNCTION BOX/PROPOSED TRANSFORMER LOCATION 1 0 u^micp ELECTRICAL CONNECTION POINT '6- :o: EXISTING LIGHT POLE �+.. I I- C ss PROPOSED SANITARY SEWER MANHOLE INSTALL ADA RAMP PER DETAIL 4/C3.0 ® ® \ CUT EXISTING ASPHALT TO MATCH CURB LINE CUT EXISTING ASPHALT TO MATCH CURB LINE I > =a i L E PROPOSED STORM SEWER MANHOLE +s 2a'�TYPL _ I m ® PROPOSED STORM SEWER INLET '••� +• I10 INSTALL FIRE LANE SIGNS O° PROPOSED SANITARY SEWER CLEANOUT \ PER 2012 INTERNATIONAL +"ss W W 8.3'(TYP.) PARALLEL P RKING I I C e PROPOSED FIRE HYDRANT FIRE CODE SECTION D103.6 +s W W W 4 SNOW RAGE m Li 01 mm s C - PROPOSED WATER VALVE -'0 8 CONNE T TO EXISTING 2 P IC C ESS EASEMENT -- ® PROPOSED CURB STOP TRAIL SYSTEM WITH 6' 0. 2507159 CODN MP CTIRON MATERIALS�ON BUILDING ENTRANCE AND CANOPY a c FO T TRAIL PER EQUIPMENT G W C a u xx PROPOSED LIGHT POLE C. B. DWG NO. 32 30' •as _ _ EXISTING UTILITY STUBS TO BE ABANDONED w mo a \zoszs-iB y y y y y y y y ` TRAFFIC FLOW A y W y y s PROPERTY BOUNDARY LINE 4Q,T zo sErgnc W ease i� SURROUNDING PROPERTY LINE SETBACK LINE \ HANDICAPPED PARKING = - y 7'SIDEWALK SIGN PER DETAIL +19.3' 8d 10/C3.0 CURB CUT _ w W 120.3. O EASEMENT LINE W W W W W W W x x xEXISTING FENCE TE OPEN I G 1"WATER SERVIC w w w w w w w � coNNEcf-rwE v� OHE EXISTING OVERHEAD ELECTRIC LINE \�' SPE B 11N _ y I1,4TA4 ADARAMP PER+,D&T .4/cg3.o w E uce EXISTING UNDERGROUND ELECTRIC LINE q,o A \ b _ p cns EXISTING GAS LINE N o INSTALL DROP CURB p 1 03,377 Sq.Ft. ucr EXISTING UNDERGROUND PHONE LINE �p PER ETAIL cs.o/3 b DEcowmvE w �, os3s7 Acres _ _- r„ 0 w w n' ee Z OD CONCRETE/STAMPED INSTA CURB CH E PER C.O.B.STD. DWG.NC.02529-14 1"WA R w `may w EXISTING WATER MAIN tm OWNER w W C C o T EXISTING SANITARY SEWER MAIN \ N \ ASPHALTIV 'PER W 67.5 � �- y = sERvlc� LU sr EXISTING STORM SEWER \ d Z d\ DRIVE AISLE 6:12 a:12 J a'V PROPOSED 8" WATER MAIN - __ OD 0.1 a-ss .r PROPOSED 8" SANITARY SEWER MAIN ---- -- sr PROPOSED STORM SEWER \ --I a.3' (nP.) JLUa o sET 3' PROPOSED 1 STORY WITH ABOVE FLATROOF ucE PROPOSED UNDERGROUND ELECTRIC LINE \ 68.2 - g,10 JU) cns PROPOSED GAS LINE = M STORY , i $ zi ucr PROPOSED UNDERGROUND PHONE LINE \\ - C BUM DING ERICIAL - U -PROPOSED SWALE/RETENTION POND CONTOUR FIRE LANE CURB PAINT w 3,980 Sq. Ft F otprint PROPOSED CURB AND GUTTER \ 25' - -PROPOSED SPILL CURB AND GUTTER \ DRIVE AISLE -- BENCHMARK FUTURE TOP OF FOUND 2"AC IN MONUMENT BOX(CP1) \ \ = ID BALK ELEVATION: 4,694.59'(NAVD 88) a THERS) LOCATED ON(E OF GALLATIN PARK DR. K W Typ, 30'S.OF SE COR.OF LOT 14 r, \ g'( ) LEGAL DESCRIPTION W DRAINAGE SCALE W W W q LOT 13,BLOCK 1,GALLATIN PARK SUBDIVISION,SEC.36,T. \ W " 1 S. R.5 E.OF P.M.M.,CITY OF BOZEMAN,GALLATIN SNOW S ORAGE UIDI COUNTY,MONTANA \ 18'(TYP.) W TRAN E SPECIFICATIONS - - - - - - -9D 5 - - - - - - _ - _ __ - 0 ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE SOIL STOCKPI W-W W W HEREBY INCORPORATED BY REFERENCE: I G EE TO BE REMOVED W SOLID WASTE ENCLOSURE, �W W WW W p O 1. MONTANA PUBUC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) \ W 10.3' �' '" W W 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ✓ W 2D WIpJ=S�J'ER�J2EU�E-A1(B-A�SS�JCFtFNT W ADDENDUMS(2017) .r SNOW STORAGE, s, ", �, �, �, �, PER4-NO'2t6H49 W W o ss {� W W 3 SETBAeK "�E%ISTMG TREES TO BE R1 MOVED - W PROJECT TEAM W -W 7QI OWNER/DEVELOPER N89"ZS a,) •W ss T�s W ss BACKCHECK,LLC. CML ENGINEER _ ATTN: DENNIS STEINHAUER C&H ENGINEERING AND SURVEYING,INC. PO BOX 1167 1091 STONERIDGE DRIVE EXISTING PAVING Ckz,.Jl BOZEMAN.MT 59771 BOZEMAN, MT 59718 _ _ _ _ _ _ _ _ _ ARCHITECT 11T CONNECT TO MINARIK ARCHITECTURE INC. ^ 1 0N EXI571NG GAS STUB PORT NE,OR 97 ST SUITE 217 / .� `- I.( PORVEL OR EN C 23 DEVELOPMENT ADDRESS V� RK SVBo\ r~frTYyl h�1 795 MANLEY ROAD, BOZEMAN,MT 59715 P��N P A O SITE DATA GPLL OVERALL SITE Q EXISTING ZONING: M-1 UGHT MANUFACTURING GENERAL NOTES C7•U SCALE:1"=10' = PROPOSED USE: COMMERCIAL OFFICE AREA OF LOT 13=0.5367 ACRES or 23,377 SQ.Fr. C)AREA OF EXISTING HARDSCAPE=41913 SQ. Fr.OR 21.0%of LOT 13 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE AREA OF ADDITIONAL HARDSCAPE= 10,312 SQ.Fr.or 44.1%of LOT 13 'WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN - AREA OF STRUCTURES= 31980 SQ.Fr.or 17.0%of LOT 13 ENGINEERING DEPARTMENT. GALLATIN PARK ROAD V AREA OF OPEN SPACE= 1,464 SO.Fr.or 6.3%of LOT 13 Scale In Feet AREA OF PUBLIC STREETS=NONE 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND 10 0 10 PERCENT SITE COVERAGE= 17.0% THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT ESTIMATED TOTAL FLOOR AREA=6,895 SO.Fr. AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE'WITHOUT U FLOOR AREA RATIO=29.5% THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 3 0 3 s 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING Scale In Meters n PR LOCATION ` OF CONSTRUCTION. Q is 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO g -` BEGINNING CONSTRUCTION. 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. T PROJECT LOCATION `/ 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS _ EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. MUNICATION ARE NO RELSNIDENUMMTIAL�IS PROPOSED; 7 APPLICATION FOR SERVICE. , PROPOSED GAS,ELECTRICAL ITO BEMCOORDNATEDLIWITML SERVICES PROVIDER AT APPROXIMATE. TIME OF < E.GRIFFIN DRIVE THEREFORE,NO PARKLAND IS REQUIRED. " / ` 1 VICINITY MAP GENERAL NOTES - SITE GRADING & DRAINAGE PLAN CONSTRUCTION MANAGEMENT AFFORDABLE HOUSING C1.O SCALE:NTS 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN Issue Date:3/21/2019 NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS TOP BACK OF CURB ELEVATION. ON SHEET C1.o. ON-SITES IL THAT IS CONSTRUCTION ROUTE MAP PROPOSED FOR THIS DEVELOPMENT 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON 2 WILL BEPREDISTRBUTED ONCE THE LBUI BUILL BE DING EXTERIOR S COMPLETE.(APPROX.CKPILED AT THE START OF THE RI YEAR) TOPSOIL 3 WATER RIGIaS(CASH-IN-UEU1 LANDSCAPE ISLANDS IS LEVEL CURB. 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE C1,0 SCALE:NTS WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM S GRADE FOR 10 FT(2% DRAWING LIST GRADE AWAY FOR HARDSED AREAS).GRADE AT GUIDING SHALL BE MINIMUM 0.5 FT BELOW TOP ACKNOWLEDGEMENT OF REQUIREMENTS UNDER FEDERAL AND STATE PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN OF FOUNDATION WALL INCAP LANDSCAPED AREAS. DISCRIMINATION LAWS 24.301.9021 C1.0 SITE PLAN SHALL BE APPROVED BY THE CITY OF BOZEMAN. THIS ACKNOWLEDGES THATHAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8-OF FINISH FLOOR KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR C2.0 GRADING AND DRAINAGE PLAN ciso GROUND MOUNTED MECHANICAL EQUIPMENT ELEVATIONS. COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE C3.0 DETAILS UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL 5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL C3.1 DETAILS WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. t181148