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HomeMy WebLinkAboutC1.0 Overall Site Plan 02-20-2020 LEGEND x - EXISTING SPOT ELEVATION LP LOW-POINT � OF MOyTgNq x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB W L d 0 EXISTING TELEPHONE BOX SW SIDEWALK ! I CHANDLER FF FINISH FLOOR 3 W j, No. 9518ES ❑U EXISTING UTILITY BOX LS LANDSCAPE W> o ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL SAW CUT EXISTING PAVEMENT Q yq�F' �ONEER EpX�O © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT \ BACKFILL TRENCH WITH PLOWABLE FILL J / BOW BOTTOM OF WALL W 000- EXISTING SANITARY SEWER CLEANOUT \wswN TRIANGLE EXISTING FIRE HYDRANT mV / Sheet 1 of S EXISTING WATER VALVE \ ® EXISTING CURB STOP / C m E EXISTING POWER POLE :cx EXISTING LIGHT POLE -- C " 5,2 a`m Qw EXISTING WATER WELL �' \ / -m ® PROPOSED SANITARY SEWER MANHOLE W - { _ W. BABCOCK STREET ss ss ss ss B m E v o t © Q (LANDSCAPED-BLOCK FRONTAQEI (n m - PROPOSED STORM SEWER MANHOLE L o ® 1 r .r -10"w io..w L �- O z n PROPOSED STORM SEWER INLET �ol'w 1o'°w 1o.,w LL L d„T�,Y r)F EMAN m o O°O PROPOSED SANITARY SEWER CLEANOUT W _ L 2199490 �o w W LL LLc PROPOSED FIRE HYDRANT � � 0 ca PROPOSED WATER VALVE z CONNECT TO CITY OF BOZEMAN WATER AND ® PROPOSED CURB STOP C R PER PPR V I F R T P - S E E A 0 ED N RAST UC URE PLANS S89•09'S7" xx IEEI � m m f910 � oa U m f ® PROPOSED WATER WELL .M TRAFFIC FLOW - - - - - - - T I m s.o'FRONT �110.'E g PROPERTY BOUNDARY LINE SURROUNDING PROPERTY LINE PROJECT i II SETBACK LINE LOCATION EASEMENT LINE LOT 41 Fj X X EXISTING FENCE N^ 8. Y PROPOSED DUPLEX PROPOSED SINGLE UNIT X I^ TRACT OF LAND O rn m a 2,582 SF FOOTPRINT 1,294 SF FOOTPRINT ro one EXISTING OVERHEAD ELECTRIC LINE v DESCRIBED N oo $ T.O.W.ELEV.=4824.05 T.O.W.ELEV=4824.I5 - ucc EXISTING UNDERGROUND ELECTRIC LINE �� I� DOC. NO. 2537433 �s EXISTING GAS LINE F I PAS 2138995 ua III T Q27o ucr EXISTING UNDERGROUND PHONE LINE % CLUSTER MAILBOXES .- • INSTALL FIRE LANE SIGNS w EXISTING WATER MAIN _ _ I [S89'09'5 SOLID WASTE TOTE _ PER 2012 INTERNATIONAL EXISTING SANITARY SEWER MAIN 110.00_ -pr (TYP.) 0'50'03" (R18tM) PICK-UP P 50 FIRE CODE SECTION D103.6 PARKING I s* (10)BIKE EXISTING STORM SEWER SPACES PER s VICINITY MAP"w PROPOSED 8" WATER MAIN DETAIL ca.o/a 1 I04 8-ss PROPOSED 8" SANITARY SEWER MAIN C1.0 TILI €ME - i ¢ sr PROPOSED STORM SEWER SCALE:NTS INSTALL ID of RED FIRE LINE °ss uce PROPOSED UNDERGROUND ELECTRIC LINE 31).5 e'ss ss ;(Bo SIDE OF SIDEWALK) �T 42 24.00(T P)pUBLI u l - PROPOSED GAS LINE O s"w a"w GENERAL NOTES 5'SIDEWAL ocr PROPOSED UNDERGROUND PHONE LINE '^ - - - of EXISTING TRAIL - DE V PROPOSED SWALE/RETENTION POND CONTOUR 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE v, I r BACK O WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN J PROPOSED CURB AND GUTTER ENGINEERING DEPARTMENT. 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND BENCHMARK THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT m I I m AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT g THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. �/� PROPOSED DUPLEX '.� _ TOP OF RPC(C&H CP.50) 0) PROPOSED DUPLEX 2,505 SF FOOTPRI PROPOSED DUPLEX ELEVATION=4822.97 FEET(NGS OPUS SOLUTION) 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING 2,505 SF FOOTPRINT T.O.W.ELEV.=4824.0 2,505 SF FOOTPRINT PROPOSED SINGLE UNIT v (' OF CONSTRUCTION. ir T.O.W.ELEV4824.60 m ''. 1,253 SF FOOTPRINT LEGAL DESCRIPTION (� c w I = T.O.W. ELEV=4824.21 T.Q.W.ELEV.=4824.56 I fA 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO 90 K11� JJJ p THE PROPERTY DESCRIBED IN DOC.N0.2046120,LOCATED BEGINNING CONSTRUCTION. 6 O O {nI N B EM 4,SEC, TI T.2 S.,R.5 E.OF P.M.M.,CITY OF 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. U, BOZEMAN,GALLATIN COUNTY,MONTANA N CT LAND 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA Q M LAN ___ ^D N SPECIFICATIONS REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS W = OOMI I I SC_ D I f�l EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. .� 7717 ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE �- a, O HEREBY INCORPORATED BY REFERENCE: 7. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL - 106,5 . t. I I T� O O 1. MONTANA PUBUC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF I 2.4 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING APPLICATION FOR SERVICE. `/ o 174 ADDENDUMS(2017) Y PROPOSED DUPLEX PROPOSED DUPLEX PROPOSED DUPLEX Y 0 T U g 2,505 SF FOOTPRINT 2,505 SF FOOTPRIM 253 SF FOOTPRINT 2,505 SF FOOTPRINT CONNTECT TO v OWNER GENERAL NOTES - SITE GRADING & DRAINAGE PLAN O nl T.O.W.ELEV=4827.13 T.O.W.ELEV=4826.53 T.O.W. ELEV=4826.41 T.OW. ELEV=4826.61 I EXISTING TRAIL T / SYSTEM WITH 5' GLEN HAVEN PROPERTIES,INC U m GRAVEL TRAIL 1516 W. BABCOCK ST.STE 1 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 Fi FOR (((,yyy�1}--,,, R28 O BOZEMAN, MT 59715 TOP BACK OF CURB ELEVATION. �T 44 7 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON -- DEVELOPMENT ADDRESS LANDSCAPE ISLANDS IS LEVEL CURB. 2829 W.BABCOCK STREET 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR FIRST 10 m a i J m {^�U.0' FT(2%GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT -- / BACK ►/•� BELOW TOP OF FOUNDATION WALL IN LANDSCAPED AREAS. ss.,a s,.e s„tr ss a ss a Vl a4 1 SITE DATA 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/4"OF FINISH FLOOR - - - - - M„s / C TO TO E OO ELEVATIONS. o EXISTING ZONING: R-2 RESIDENTIAL MODERATE DENSITY 3 5'SID ALK PROPOSED USE: COMMUNITY RESIDENTIAL- MODERATE DENSITY RESIDENTIAL 5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. .0 BUILDING SETBACKS: FRONT 15' a 10,0• SIDE 5' 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. REAR 20' DRAWING LIST \ I AREA OF TRACT=2.4346 ACRES or 106,053 SQ.FT. LOT 45 AREA OF HARDSCAPE AND STRUCTURES= 65,805 SQ.FT.or 62.1%of TRACT C1.0 OVERALL SITE PLAN 2/20/2020 -----------_ --- AREA OF OPEN SPACE= 1073 SQ.FT.or 2.4%of LOT 7 -- 'I ZON PROPOSED DUPLEX --------- ---_ ZON 1 AREA OF PUBLIC STREETS-NONE C2.0 DEMOLITION, CONSTRUCTION MANAGEMENT, AND PHASING PLAN 2 20 2020 2,535 SF FOOTPRINT PROPOSED DUPLEX PROPOSED DUPLFX (\ PERCENT SITE COVERAGE= 62.1% / / T.O.W.ELEV.=4827.30 2,535 SF FOOTPRINT 2,535 SF FOOTPRINT PROPOSED DUPLEX ESTIMATED GROSS FLOOR AREA=53,310 SQ.Fr. C3.0 SITE GRADING AND DRAINAGE PLAN 2/20/2020 T.o.w.ELEv.=ae27.1s T.O.W.ELEv.=ae27.11 2,535 SF FOOTPRINT / FLOOR AREA RATIO=50.3% 5.0'SIDE T.O.W.ELEV=4827.35 NET DWELLING DETAILS 2/20/2020 NG UNIT DENSITY=25 UNITS/2.4346 ACRES= 10.27 DWELUNGS/ACRE SETBACK DWELLINGS CONSIST OF:(25)THREE BEDROOM UNITS N C4.1 DETAILS 2/20/2020 r II r ` A1.1 FLOOR PLANS 2/20/2020 A1.2 ROOF PLANS 2/20/2020 LOT 46 2SETBA KR ..( A2.1 ELEVATIONS 2/20/2020 301.65 270'48'04" (M) I I SP1.0 SITE PLAN 2/20/2020 / [N89'11'56"W]/LOT 48 LOT 49 301.70 (R1,), 01 L1 LANDSCAPING PLAN 01/13/20 / p p I -�� `� (R2) � PARKO 11 IRRIGATION PLAN 01/13/20 / \ BABC1OC, - -ADOWS SUBDIVISION 12 IRRIGATION DETAILS 01/13/20 / \ PHASE 2B P1 PHOTOMETRIC PLAN 10/15/19 OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE \ Scale In Feet DISCRIMINATION FNT LAWS(ARM 24.301.9021 \ 30 BD.11 0 AFFORDABLE HOUSING THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL 19 NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS KNOWLEDGE THAT THE CITY BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR \ 9 0 9 PROPOSED FOR THIS DEVELOPMENT Issue Date:2/ /2020 COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT M 1973,THE Scale In Meters FAIR HOUSING AMENDMENTS ACT OF 1988,THE 4SI CHAPTER 2,COMMONLY KNOWN Contour Intervals: t Foot WATER RIGHTS(CASH-IN-UEU1 AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL PARKLAND SUMMARY WATER RIGHTS WILL BE PAID PRIOR TO SITE PLAN APPROVAL. LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY 2.4346 ACRES=GROSS LOT AREA HOUSING. 0.5086 ACRES=AREA OF ACCESS EASEMENT 1.9260 ACRES= NET DENSITY LOT AREA PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN DEVELOPER ARCHITECT 25 D.U. PROPOSED SHALL BE APPROVED BY THE CITY OF BOZEMAN. GLEN HAVEN PROPERTIES INC. CASHMAN NURSERY 12.98 D.U./ACRE=NET RESIDENTIAL DENSITY 1516 WEST BABCOCK STREET,SURE 1 2055 SPRING HILL ROAD C100 BOZEMAN, MT 59715 BOZEMANT,MT 59718 ABOVE DENSITY CAP OF 10 D.U./ACRE. GROUND MOUNTED MECHANICAL EQUIPMENT 10 D.U./ACRE X 1.9260 ACRES- 19.26 D.U. ' \ OVERALL SITE NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO �f }. CML ENGINEER 19.3 D.U.X 0.03 ACRES/D.U. =0.58 ACRES OR 25,168 UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL ARCHITECTURE 118 C&H ENGINEERING AND SURVEYING,IN(5F OF CASH-IN-LIEU OF PARKLAND REQUIRED C1.0 SCALE:1"=30' ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED EAST OAK STERET 1091 STONERIDGE DRIVE CITY APPROVED LAND VALUE$1.60 WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. BOZEMANT,MT 59715 BOZEMAN,MT 59718 $40,223.68 REQUIRED FOR CIL PARKLAND #180334