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HomeMy WebLinkAboutC1.0 Overall Site 02-22-2019 LEGEND N I �„ I I x 100.00 EXISTING SPOT ELEVATION LP LOW-POINT 5.0'SIDE YARD X 10000) TBC TOP BACK OF CURB I W SE BACK _-- PROPOSED SPOT ELEVATION [Nso'oo'omE © EXISTING UG POWER BOX 16579 0900o I SW SIDEWALK I - "`� Vice t0.o,Un(JTr. W '.' CT) EXISTING TELEPHONE BOX 4745 n ORAGE _ - EAseenENi- - - FF FINISH FLOOR ' ❑U EXISTING UTILITY BOX LS LANDSCAPE Scale In Feet I ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL 20 0 20 0.0. __ - ` ,`y50." !0� © EP EDGE OF PAVEMENTEEAF!Siiiiiiii I CO MQ N.TO EXISTING STORM SEWER MANHOLE 6 0 6 'SP Et1EryP BOW BOTTOM OF WALL �I - OCO EXISTING SANITARY SEWER CLEANOUT Scale In Meters � a•ss II -EXISTING FIRE HYDRANT Contour Intervals: 1 Foot DM.T;E-- I I Sheet 1 of 4 rw EXISTING WATER VALVE ' O m ® EXISTING CURB STOP � � r � G m m E EXISTING POWER POLE .a o��GEssW - PROPOSED BUILDING B .. 5 472 SF(FOOTPRINT) m EN 24 DRIVE ( T1 I C b: EXISTING LIGHT POLE I ° I I AISLE 6,700 SF(FLOOR AREA) .�.�" ` .T Qw EXISTING WATER WELL ® PROPOSED SANITARY SEWER MANHOLE ® PROPOSED STORM SEWER MANHOLE ' s a. ' �» EM NI co m 'P 1 .0' ® PROPOSED STORM SEWER INLET I 4746 s '� 1 `. I ` C o PROPOSED SANITARY SEWER CLEANOUT 10 PROPOSED FIRE HYDRANT r - 2.0 YARD I I C01 I� PROPOSED WATER VALVE \ I W PROJE S ® PROPOSED CURB STOP \ o t C PROPOSED LIGHT POLE O a {w C ® PROPOSED WATER WELL 4 s TRAFFIC FLOW PROPERTY BOUNDARY LINE - s SURROUNDING PROPERTY LINE SETBACK LINE I' '� �. •�/ EASEMENT LINE O -x-x-x EXISTING FENCE Z 18.0•P m oee EXISTING OVERHEAD ELECTRIC LINE �j-� � � �� ) "."" ,.�, W uce EXISTING UNDERGROUND ELECTRIC LINE O , � -��- - - - -�-�� , cns EXISTING GAS LINE G TYP.) NSTRUCTNc ucr EXISTING UNDERGROUND PHONE LINE y ; MATERIAL I w EXISTING WATER MAIN g m m �� 24AISLeIYE ss EXISTING SANITARY SEWER MAIN - i 1 sr EXISTING STORM SEWER a-4147- e"w PROPOSED g' WATER MAIN I y F_ e•ss PROPOSED g' SANITARY SEWER MAIN p 1ss.z1 090' 'oo'�- I I I 0 SPOILS • • 16.0' sr PROPOSED STORM SEWER 2 VICINITY MAP I LOCATIONTY ( _) ° o= uce PROPOSED UNDERGROUND ELECTRIC LINE .. - .�� cns PROPOSED GAS LINE C1'0 SCALE:N7S 8.0' (TYP.j Z STIR ET VISI ucr PROPOSED UNDERGROUND PHONE LINE - - -PROPOSED SWALE/RETENTION POND CONTOUR DRAWING LIST TRIANG PROPOSED CURB AND GUTTER I = C1.0 OVERALL SITE " ,. > z BENCHMARK C2.0 SITE GRADING & DRAINAGE PLAN ''4 0 C I I �)� o ��. I C ARROWBOLT ON HYDRANT 28'N DRIVE vim C30 CIVIL DETAILS E C3.1 CIVIL DETAILS "' a LE LEVATION=4,750.79(NAVD88) x LLy WW LEGAL DESCRIPTION GENERAL NOTES I 27'DR NE LOTS 17 AND 18,STONERIDGE PUD SUBDIVISION,PHASE 2B, AISLE O LOCATED IN THE SE 1/4,SEC.2,T.2 S.,R.5 E.OF '0� p P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE �o, y,II�` WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN + ENGINEERING DEPARTMENT. ,` \,"�•,`•.II"4 ` SPECIFICATIONS I y .•W` 2. PRIOR TO THE ZE AN,WORKING MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND n n w ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE THE CITY OF BOZEMAN,WORKING THE PROJECT. SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT ARRO BOLT ON HYb HEREBY INCORPORATED BY REFERENCE: AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT 24'DRIVE 1. MONTANA PUBLC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. ELEV. 4750.79(NA 88) I�� AISLE LOT 17 ANT � 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 34,150 SF ADDENDUMS(2017) 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. OWNERS 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO HJM CONSTRUCTION,LLC(LOT 17) SUNDOG PROPERTIES, LLC(LOT 18) BEGINNING CONSTRUCTION. "•" • !�1 1. 8088 SPRINGHILL ROAD, 2190 ANDALUSIAN AVENUE BELGRADE,MT 59714 BOZEMAN,MT 59718 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 8q E•° ((� - •y° - I' rr��--�I 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE LLIIII" •{ ' O DEVELOPMENT ADDRESS 'GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. _�...�...�. I p •s _ FF"��""11 LOT 17 LOT 18 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA R ET AVISI NC _ REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS 193E A STEVENS STREET 112E AN,MONTANA DRIVE O Q TRIANG 'I BOZEMAN,MONTANA 59718 BOZEMAN,MONTANA 59718 EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. I SITE DATA S. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. - - - -+-y�. ° + EXISTING ZONING: R-0 RESIDENTIAL-OFFICE PROPOSED USE: COMMUNITY OFFICE BUILDINGS GENERAL NOTES - SITE GRADING & DRAINAGE PLAN X. AREA OF LOTS 17& 18= 1.414 ACRES or 61,574 SQ FT �r/ O O AREA OF HARDSCAPE= 25,250 SO. FT.or 41.0%of LOTS 17& 18 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR w AREA OF STRUCTURES= 12,595 SQ.FT.or 20.5%of LOTS 17& 18 TOP BACK OF CURB ELEVATION. �" AREA OF OPEN SPACE= 23,729 SQ. FT.or 38.5%of LOTS 11 & 18 15.' UTIUI `��W`�` `�`��` ` rl AREA OF PUBLIC STREETS=NONE 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON SE15 AN FIR }f PERCENT SITE COVERAGE= 61.5% LANDSCAPE ISLANDS IS LEVEL CURB. YAR SETB�bK PROPO ING j ESTIMATED TOTAL FLOOR AREA=15,849 SQ. FT. ` n 7,081 SF(FOOT FLOOR AREA RATIO=0.257:1 OR 25.7% 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(2% -. W 1 ` :1 9,149 SF(FL00�AREA) OF DE AWAY FOR WALL LANDSCAPED.AREAS.GDE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP VEHICLE PARKING SUMMARY ) m` II A PARKING CALCULATIONS(PER SECTION 38.540) N FFlC APPLIED REDUCTION UTE S:BMC SECTION 38.540.050A.6 ALLOWS 10%REDUCTION 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 11T OF FINISH FLOOR yONSTRUC 1 SP PER 250 SF OF OFFICE FLOOR AREA= 1SPw(12,923SFw0.85/250SF) =44 ELEVATIONS. SPACES 4 SP FOR EACH FULL-TIME DOCTOR/DENTIST& 1 SP FOR EACH FULL-TIME 5. RETENTION PONDS SHALL BE E.5-FT DEEP W/4HaV EMBANKMENT SLOPES. e I nlllo EMPLOYEE=45P•1 DOCTORS+ISP•3 EMPLOYEES+ISP•1 HALF-TIME EMPLOYEE=8 SPACES 6. CURB CUTS SHALL BE 2.5-1 WIDE AND SLOPED TO DRAIN TO SWALES. JJ II TOTAL REQUIRED SPACES=52 SPACES- 10%=48 SPACES PARKING SPACES PROVIDED CONSTRUCTION MANAGEMENT GARAGE -0 SPACES 4 --o,T SiBE" �` w 1� STANDARD 36 SPACES I t' I I p, COMPACT - 12 SPACES(25%' 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN `�SErr3ACIi. . TOTAL=48 SPACES PROVIDED ON SHEET C1.0. 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL PARKLAND SUMMARY WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.9 MONTHS) �`- ` • • °` s ° NO RESIDENTIAL USE- NO PARKLAND REQUIRED 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIONEXCAVATION WILL BE STOCKPILED AT THE COMMERCIAL OPEN SPACE AREA CALCULATION START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) - __ REQUIRED COMMERCIAL OPEN SPACE=2%OF DEVELOPMENT ENVELOPE= 1,231 SF "°°. `. __ ---- - - - PROVIDED OPEN SPACE= 18,500 SF PUBLIC GREENWAY CORRIDOR COMMON OPEN DEVELOPER fANOSCAPE ARCHITECT W.STEVENS STREET ' ( / SAME AS OWNERS RED BARN MONTANA . SPACE EASEMENT) 3084 THORPE ROAD E tgOr RW. c �. ©' ) ' AFFORDABLE HOUSING BELGRADE,MT 59714 I i STREET VISION -_-_-_ TRIANGLE Issue Date:2119/2019 NO AFFORDABLE HOUSING PER SECTION 38.43 OF THE BOZEMAN MUNICIPAL CODE IS ARCHITECT CIVIL ENGINEER --- -- PROPOSED FOR THIS DEVELOPMENT STREET VISION ---__ FAURE W. MAIN S T ARCHITECTS C&H ENGINEERING AND SURVEYING, INC. TRIANGLE _ - - WATER RIGHTS fChSH-IN-LIEU' BOZEMAN,W.MAIN STREET,SUITE A 109E AN,STO MT DRIVE _ _ - BOZEMAN,MT 59715 BOZEMAN,MT 59718 WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION.REFER TO � I I� EMAIL FROM BRIAN HEASTON ON 6/14/18 INCLUDED WITH THIS APPUCATON. I / �� I it DISQRIMINATIDN LAWS TARN 24.301.on" m II / `\\\ PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL n _ \\\J J_-f ciso SHALL BE APPROVED BY THE CITY OF BOZEMAN. KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR I ---- /��/; COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL GROUND MOUNTED MECHANICAL EQUIPMENT AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE NO GROUND MOUNTED MECHANICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN 1 OVER L SITE UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY C1•U SCALE:1"=20' WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. HOUSING. #180272