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HomeMy WebLinkAbout02 C1.0 Site Plan Project Info 06182021 LEGEND x100.00 EXISTING SPOT ELEVATION LP LOW-POINT x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE I \\\ LOT 2 ��GFAfOy�9 © EXISTING UG POWER BOX TBC TOP BACK OF CURB I c•( CT) EXISTING TELEPHONE BOX SW SIDEWALK I I \\ ctr \\ LOT 3 MARK A. CHANDLER ❑U EXISTING UTILITY BOX FF FINISH FLOOR I \ \ No. 9518ES TOW TOP OF WALL VERTICAL ELEVATION CHANGE \\ y O o 0 F❑ EXISTING FIBER OPTICS BOX EP EDGE OF PAVEMENT FROM EP TO TBC I I \ qtr \\ I CENs �� NL1R ® EXISTING SANITARY SEWER MANHOLE PROPOSED CATCH CURB 0.38' I I \\ \ EXISTING STORM SEWER MANHOLE --- ----PROPOSED SPILL CURB 0.50' O°O EXISTING SANITARY SEWER CLEANOUT PROPOSED DROP CATCH CURB 0.09' rT I \\ \ Sheet 1 of 6 EXISTING FIRE HYDRANT \ \ ®PROPOSED DROP SPILL CURB 0.22' I \ � EXISTING WATER VALVE E ® EXISTING CURB STOP I \ - - - - - - - - - \\ \\ - - - - - - - - - - - - EXISTING POWER POLE - \ C xx EXISTING LIGHT POLE - +- �- - -� N m Qw EXISTING WATER WELL \\ \\ - - - - - - - - - - - - - m I ® PROPOSED SANITARY SEWER MANHOLE w w 8.33 043.1821" R w w PROPOSED STORM SEWER MANHOLE - �x�no-_�t•FT�tO w w w w\ y DC ® PROPOSED STORM SEWER INLET n ° d:o -sr 91 "Ol'34 PROPOSED SANITARY SEWER CLEANOUT " (R) w w " a $APPROX. LOCATION N8¢"01' PROPOSED FIRE HYDRANT Scale In Feet of coNSTRucrloN " PROPOSED WATER VALVE 30 0 30 DUMPSTER g G / �, s 3 �\ // - - - ss C � ® PROPOSED CURB STOP EX•OO CP#51 p1 m m \ Q C a " \ / •EX.CONC.SIDEWALK -- 5' � PROPOSED LIGHT POLE 9 0 9 �� s - �, •,�--- i W Scale In Meters \ \ - g ® PROPOSED WATER WELL 160 ------- 0 SETBACK - a I� TRAFFIC FLOW Contour Intervals: 1 Foot I c $w w - --_ wV �- \ UTI LAT )EMEM --- s9s EL 4,593.2 o VVV PROPERTY BOUNDARY LINE [9 -�: � SURROUNDING PROPERTY LINE I II I I I : 2.14 \ \ I O OF M Sq. \AP LOCATION / I I " $3,218 Sq.Ft. \ 1 I SETBACK LINE OF MATERIALS& \ - - - -EASEMENT LINE CONSTRUCTION "' •� \ I I =I U1� -x-x-x-EXISTING FENCE DRAWING LIST STAGING AREA o rT1 oec EXISTING OVERHEAD ELECTRIC LINE C1.0 OVERALL SITE AND PROJECT INFORMATION I r-�! ",+ I I I n Z I C� Z x KOHD BUILDING L ADIN DOCK AR 4593 2Q \ 10"C I I m IF�-11 r` ucc EXISTING UNDERGROUND ELECTRIC LINE C2.0 OVERALL SITE PLAN I 7,445 4yy Ft. ,T,9 �1r I I I U O TOW ELEV=4595.00 Ft. R YCLING \ I 0 - EXISTING GAS LINE C2.1 SITE UTILITY PLAN 'OTHER"BLOCK- oN I N [9 .84 J FRONTAGE OFFICE WAREHOUSE RASH FCOR f \ 9� [ I I Z I a ucr EXISTING UNDERGROUND PHONE LINE C2.2 SITE GRADING AND DRAINAGE PLAN a a i � � p\ � \ 911. I I O w EXISTING WATER MAIN I C3.0 DETAILS T� a oa Fry ss EXISTING SANITARY SEWER MAIN C3.1 DETAILS 1�3 EXISTING STORM SEWERc,C,PROPOSED 8" WATER MAIN .AALT(Typ.) ISTIN LINE PER �1 e., PROPOSED 8" SANITARY SEWER MAIN T ' JJL__' � N IaEADowsPROPOSED STORM SEWER I o osUBfSNh�ION \RECORD DRAWN 25'PUBLIC (RAIL p ucc PROPOSED UNDERGROUND ELECTRIC LINE GENERAL NOTES I u uc ucE 1 \ \ / T u EASEMENT ER PLAT LLLLLLLL ,r (12.5'ON EA H SIDE 01�.. ^ 3' P - - 1 O4 (R) GE LLLLLLLLLLL TRAIL AS CO STRUCTED) I cns PROPOSED GAS LINE 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL LLLLLLLLLLLL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY - [N89.59'56"W] LLLLLLLLLLLL F / 3' LLLL ucr PROPOSED UNDERGROUND PHONE LINE OF BOZEMAN ENGINEERING DEPARTMENT. I / I / � SNOW STORAGE(TYP.) ,q k LLL LLLL LLLL ILL \ � [9\42 s \ PROPOSED SWALE/RETENTION POND CONTOUR I I / \--- , \ \+\ 4593 \ 2. PRIOR TO THE THE O BOZEMAN, MEETING,THE CONTRACTOR SHALL SUBMIT TO THE Qom'/ s`o, ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS, --- BENCHMARK STORAGE AREA OUTDOOR ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. APPROX. LO \ y I W\ o A INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL I OF SPOILS TOP OF SET MAGNAIL(C&H CP.50) EQUIPMENT AND MATERIALS BY THE ENGINEER. OD ELEVATION=4595.89 FEET(NAVD 88) I \ -.y. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO � -� �"�_ / '�\�W"�Y THE BEGINNING OF CONSTRUCTION. LEGAL DESCRIPTION Gvr�XF \ g - 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS I 6p \ M \ I LOT 16,BLOCK 4,NELSON MEADOWS SUBDIVISION [PLAT J-680] PRIOR TO BEGINNING CONSTRUCTION. I I \ �; o c o I Cl G; LOCATED IN THE SE 1/4 OF SEC.22&THE NE 1/4 OF SEC.27, I / [94.4\ \ �\ 1I ; m I I I J� T.1 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. I \ )J SPECIFICATIONS 6 PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL LOT 17 ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE 7, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS I [94.58\ [g ,q$I HEREBY INCORPORATED BLIC ALL OSHA M T E SITE MEETS ALL LI WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) REQUIIREMENTS UFORHS EMP OYE S D ANY SITE NSPECTIONWORKE SAFETY 1. MONTANA PU PERFORMED BY 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING THE ENGINEER. ADDENDUMS(2017) 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE \ �� 30 0,.,, \ \ �;• I OWNER APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH Sy, $• `/V',*\ ///yy/��� SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. 716 DOANE ROAD BOZEMAN, MT 59718 GENERAL NOTES - SITE GRADING & DRAINAGE PLAN DEVELOPMENT ADDRESS 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT 3480 PRINCE LANE FOR TOP BACK OF CURB ELEVATION. BOZEMAN, MT 59718 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON U \ I I[94.41LANDSCAPE ISLANDS IS LEVEL CURB. \11 I I vICI Vw OSITE DATA 3. ELEVATION VA ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH EXISTING ZONING:INDUSTRIAL -LIGHT MANUFACTURING FLOOR ELEVATIONS.PROPOSE USE: \ / BUILDNG SETBACKS:DU FRONT 20' 4. RETENTION PONDS SHALL BE 1.5-Fr DEEP W/4HAV EMBANKMENT SLOPES. SIDE 3' REAR 3' S. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. LOT 18 AREA OF LOT 16=2.14 ACRE or 93,218 SQ Fi AREA OF STRUCTURE= 25,964 SQ.Fr.or 6.4% of LOT,s CONSTRUCTION MANAGEMENT \ \\ LOT 1 9 AREA OF STRUCTURES= 5,9fi4 SD. FT.or fi.4%of LOT 16 AREA OF OPEN SPACE= NONE AREA OF PUBLIC STREETS=864 SQ.Fr. 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE OVERALL S WILL ITE PERCENT SITE COVERAGE= 33.7% SHOWN ON SHEET C1.0. ESTIMATED TOTAL FLOOR AREA=7,445 SQ.Fr. 2. ANY TOPSOIL THAT IS ON-SITE BE STOCKPILED AT THE START OF THE PROJECT.THE I FLOOR AREA RATIO=8.0% TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 \ SCALE:1"=30' I 7R VEHICLE PARKING SUMMARY 3. ALL YEASPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED PARKING CALCULATIONS(PER SECTION 38.540.050) AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) WAREHOUSE: 1 PARKING SPACE PER 1,000 SF FLOOR AREA SUBJECT PROPERTY SUBJECT PROPERTY ((4,630 SF WAREHOUSE AREA x 0.85)/1000) =4 SPACES PRIOR TO INITIATING CONSTRUCTION,A EROSION AND SEDIMENT CONTROL PLAN OFFICE: 1 PARKING SPACE PER 350 SF FLOOR AREA SHALL BE APPROVED BY THE CITY OF BOZEMAN. ((2,890 SF OFFICE AREA x 0.85)/350)=7 SPACES ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE PARKING SPACES PROVIDED THIS ACKNOWLEDGES LAWS(ARM 24.301.902) V �/ STANDARD = ,0 SPACES THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL HANDICAP = 1 SPACE KNOWLEDGE THAT THE CITY E BOZEMAN BUILDING DIVISION N WILL NOT REVIEW FOR ON-STREET =0 COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL TOTAL= 11 SPACES PROVIDED AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT M 1LY THE FAIR HOUSING AMENDMENTS ACT OF 1988, THE 49,CHAPTER 2,COMMONLY KNOWN BICYCLE PARKING REQUIRED PER SECTION 38.540.050 AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL ( ) LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY 10%OF VEHICLE STALLS=2 SPACES. HOUSING. I� TOTAL BICYCLES PARKING PROVIDED=2 SPACES I_< AFFORDABLE HOUSING '\\V TRAFFIC SUMMARY NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS PER THE NELSON MEADOWS SUBDIVISION TRAFFIC IMPACT STUDY PROPOSED FOR THIS DEVELOPMENT a Issue Date:0611512021 (MORRISON MAIERLE,JUNE 2018)[PAGE 13] WATER RIGHTS(CASH-IN-LIEU) 1.)TRAFFIC ESTIMATES WERE BASED ON THE ASSUMED BUILDABLE AREA FOR EACH LOT.ANNUAL DEMAND= 10,000 GALLONS PER 1,000 SQ.Fr.GROSS BUILDING AREA. \\ SINCE TRAFFIC GENERATION RATES ARE BASED ON THE BUILDING AREA. ((7520 SO.Fr.BUILDING/1,000))x(10,000)=75,000 GALLONS OR 0.23 ACRE-FEET v 2.)EACH LOT WAS ASSUMED TO HAVE A 93%BUILDABLE AREA. LOT 16-(93%X 2.14 ACRES= 1.99 ACRES. CILWR FEE RATE_$6,000 PER ACRE FOOT 2.)LOTS GREATER THAN 1 ACRE IN SIZE WERE ASSUMED HAVE BUILDING COVERAGE CILWR FEE OWED=($6,000 X 0.23 ACRE-FEET)=$1.380 C100 OF 20%OF THE BUILDABLE AREA. (20%X 1.99 ACRESS=0.39 ACRES). PROPOSED BUILDING COVERAGE=5,964 SF OR 0.14 ACRES. PARKLAND SUMMARY 0.14 ACRE<0.39 ACRES. THEREFORE THE PROPOSED TRAFFIC ESTIMATESFOR THE PARKLAND REQUIREMENTS HAVE BEEN SATISFIED BY THE UNDERLYING SUBDIVISION. 2 VICINITY MAP CONSTRUCTION ROUTE MAP LOT 16 DEVELOPMENT ARE LOWER THAN THE ESTIMATES OUTLINED IN THE NELSON MEADOWS TIS. AS SUCH,NO ADDITIONAL TRAFFIC ANALYSIS IS REQUIRED. C1.0 SCALE:1"=200' C1.0 SCALE:1"=200' #201196