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HomeMy WebLinkAboutC1.0CivilOverallPlan&CoverSheet LEGEND x100.00 EXISTING SPOT ELEVATION LP LOW-POINT \ \ x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE \ \\\ \ FOR PLANNING © EXISTING UG POWER BOX TBC TOP BACK OF CURB REVIEW CT) EXISTING TELEPHONE BOX SW SIDEWALK \ \ \\\ FF FINISH FLOOR ❑U EXISTING UTILITY BOX TOW TOP OF WALL ® EXISTING SANITARY SEWER MANHOLE EP EDGE OF PAVEMENT \ \ \ EXISTING STORM SEWER MANHOLE \ \ E E 0 HALT do EXISTING SANITARY SEWER CLEANOUT \ \ 1 0I 6 EXISTING FIRE HYDRANT SUBJECT PROPERry - �fj \ � � Sheet c� EXISTING WATER VALVE _ m EXISTING CURB STOP 9 } / \O\ C m E EXISTING POWER POLE xx EXISTING LIGHT POLE S� '� \ UNIT Asp C Qw EXISTING WATER WELL 90•' \ LOT 5112C, 0\ FP cF. a Q M-1 ZONING \212C \ �� 7 ® PROPOSED SANITARY SEWER MANHOLE `� r r \ / ,i TKPE 2 © PROPOSED STORM SEWER MANHOLE Scale In Feet / UNIT - m.`_ ® PROPOSED STORM SEWER INLET 20 0 /0 Q1 �� 113c P D o In E d... PROPOSED SANITARY SEWER CLEANOUT PE 2 �^ PROPOSED FIRE HYDRANTa III 6 0 6 L ca PROPOSED WATER VALVE Scale In Mete p1 �p�/ ./\ Th Contour lnteru¢la: Foot /`^dJ \ ® PROPOSED CURB STOP /�, ® wj1 UNIT Fy E m ;Y PROPOSED LIGHT POLE < T� \ GLEN CK \ 114Q tit„ �,ot ® PROPOSED WATER WELL �/ \ LgKE COM \\ ttPE 5 W o. �nL, p p o TRAFFIC FLOW V 1 $' \\\ vUL7DI V1S1O PROPERTY BOUNDARY LINE SURROUNDING PROPERTY LINE \ A O SETBACK LINE \ \ \ FORMS EASEMENT LINE \ \ LOT x-x-x EXISTING FENCE 2 VICINITY MAP \ BENCHMARK / oee EXISTING OVERHEAD ELECTRIC LINE C1.0BOLT \ SCALE:1"=150' \ uce EXISTING UNDERGROUND ELECTRIC LINE ELE a,7t2.a3 j 115DD �/ \ \ rpm UNIT A a� TYPE 1 ras EXISTING GAS LINE \ TYPE O D2 - EXISTING UNDERGROUND PHONE LINE suEJECT PROPERTY �- :y ,� s. UNIT w EXISTING WATER MAIN �p 9'1' - - � 216D 9 // �0 a ss L102DA,EXISTING SANITARY SEWER MAIN yak, �} f TYPE / UN sr EXISTING STORM SEWER `�9s 09O - 2oE 2 0 Fy e"w PROPOSED 8" WATER MAIN F I Fiy e•'ss PROPOSED 8" SANITARY SEWER MAIN 909O ;'4 O sr PROPOSED STORM SEWER 1 \ A x2 vc UNIT \\ 0�O uce PROPOSED UNDERGROUND ELECTRIC LINE W• R S ( ) w•`" ;�103A, ��VuVU 1 cns 70 PROPOSED GAS LINE II I NO .; „g E M.• a/T 2{{ 2o3A K ^ RxD y/Gsi \ SA9c et 771ZE 2 ucr PROPOSED UNDERGROUND PHONE LINE CP/51 - - - -PROPOSED SWALE/RETENTION POND CONTC JR r•, PROPOSED CATCH CURB AND GUTTER - ^ _ \ ck""`'� �104A \ T, 3 204A ®PROPOSED SPILL CURB AND GUTTER i�.,��, VISION TRIANGLE 4 II \ TYPE 2 BENCHMARK n \ SA Ex. 10 TOP OF SET MAGNAIL(C&H CP.50) .-\7/L,' £ l I T UNIT 1O WIDE < 105A, SPHAL ELEVATION=4714.22 FEET(NAVD 88) \ k " UNIT \ 720E 2 PATH LEGAL DESCRIPTION \ \ zone / \ LOTS 2-4,BLOCK 1,GLEN LAKE COMMERCE SUBDIVISION _ \ Qom/- �j� TYPE 4 \/ O LOCATED IN THE SW 1/4 OF SEC.31,T.1 S.,R.6 E.OF P.M.M., \ zi Z s \ \ ,-1,106A CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA CONSTRUCTION ROUTE MAP \ \ 171' J SPECIFICATIONS 3 9 TYPE UNIT y\ C7.0 SCALE:1"=100' \ � 1098,ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONSII�� :4 209HEREBY INCORPORATED R REFERENCE: y- G y ,�0• TYPE 2 1. AMON DDENDA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) GENERAL NOTES \ \ /T Fyn. \\ ui T I A 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ` \ \ 10 ADDENDUMS(2017) 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT \ s\ O tip1-� UNIT / \ 2073,E THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. s q 1108, / / ,$ \ V OWNER \ 4 21 OB , 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE \ \ TYPE 2 FORM \ LOT 2 LOT 3 �� CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS V LOT q \ LUROTH LLC BOROTH LLC VANROTH LLC TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN 3655 BOZEMAN TRAIL RD 3675 BOZEMAN TRAIL RD 3675 BOZEMAN TRAIL RD APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. \ ss\ AWER 11N BOZEMAN, MT 59715 BOZEMAN,MT 59715 BOZEMAN,MT 59715 B, / DEVELOPMENT ADDRESS 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF \ s 2118 CONSTRUCTION. �, \ ttPE 4 LOT 2 LOT 3 LOT 4 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING 2214 IRON HORSE ROAD 2218 IRON HORSE ROAD 2220 IRON HORSE ROAD \ \\ 0 , Q BOZEMAN, MT 59715 BOZEMAN,MT 59715 BOZEMAN,MT 59715 CONSTRUCTION. £ II II O as SITE DATA 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. /� \ \ s /' �. ` 3'SETBACK r ` FOUND 5/8" EXISTING ZONING:M-1 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL f' roc �$ Rl W/N INVESTIGATION REPORT. / \ •� �j5 LE NO CAP, i PROPOSED USE: RESIDENTIAL,WAREHOUSE,&OFFICE :+� : Y7 ^`N� v rJ,A' Q$ LEANING,SHOT BUILDING SETBACKS: FRONT 10' 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA " zln Tl1B' 'IA$ 5y BASE SIDE 3' REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES \ 4 / �cF, 1'•� `$5 REAR 10' AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. AREA OF LOTS 2-4 1.057 ACRES or 45,987 SO FT 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE / \ �\ oE• LOT 1 r^ r 1 AREA OF HARDSCAPE 19,360 S0.FT.or 42.1%of LOTS 2-4 LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. yu` `/ n AREA OF STRUCTURES= 19,591 SO.FT,or 42.6%of LOTS 2-4 M-1 ZONING l AREA OF OPEN SPACE= 1,758 SO.FT.or 3.82%of LOTS 2-4 GENERAL NOTES - SITE GRADING & DRAINAGE PLANL^� W AREA OF PUBLIC STREETS=NONE PERCENT SITE COVERAGE= 77.3% U ESTIMATED TOTAL FLOOR AREA=40,616 SO.FT. 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR TOP BACK \ \ FLOOR AREA RATIO=0.93(NO MIN.REQUIREMENT) OF CURB ELEVATION. \ \ \\ \ \\ ICA VEHICLE PARKING SUMMARY 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON LANDSCAPE ISLANDS V1 IS LEVEL CURB. PARKING CALCULATIONS(PER SECTION 38.540.050-1) \ \ \ \ NONRESIDENTIAL PARKING SPACES REQUIRED: \ \ \\ \ OFFICE:4,101 SF(NET)x 1 SPACE/250 SF= 16.40 SPACES 3. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR ELEVATIONS. \ WAREHOUSE:7,408 SF(NET)x 1 SPACE/1,000 SF-7.41 SPACES 4. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. L..�. ACCESSORY OFFICE: 1,736 SF(NET)x 1 SPACE/350 SF= 4.96 SPACES \ \ \ \ \ SUB TOTAL=28.77 SPACES 5. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. 1W-1 PER BMC 38.540.050.A.2.6: - 10R REDUCTION TOTAL R x _ .89 SPACES CONSTRUCTION MANAGEMENT RESIDENTIAL PARKING SPACES REQUIRED: 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN ON SHEET C1.0. \ \ \ \ (11)1-BEDROOM UNITS x(1.5 SPACES/UNIT)= 16.5 SPACES 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL WILL BE (3)2-BEDROOM UNITS x(2 SPACES/UNIT)=6 SPACES REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) \ \ DEDUCT 13 ON-STREET SPACES 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE START OF THE SUB TOTAL=9.5 SPACES PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) / PER TOTALBMC 38.540.OSO.A.1.6.2-SOR REDUCTION \ z \ - - A SPACLa PARKING SPACES PROVIDED:31 SPACES PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN / \ SHALL BE APPROVED BY THE CITY OF BOZEMAN. PARKLAND SUMMARY OVERALL SITE DRAWING LIST Issue Date:i 110212021 BICYCLE PARKING SUMMARY WATER RIGHTS!CASH-IN-LIEU) CASH IN LIEU OF PARKLAND EQUIVALENT 1 PARKING CALCULATIONS(PER SECTION 38.540.050-1) PRELIMINARY CIL WATER RIGHTS FEE_$6,000 (0.77 ACRES x 12 DU/ACRE)=0.28 ACRES x 12,197 SF x$1.72=20.987.50 NONRESIDENTIAL SPACES REQUIRED: C1.O SCALE:1"=20' C7.0 OVERALL SITE AND PROJECT INFORMATION OFFICE:4,101 SF(NET) 1 SPACE/250 SF= 16.40 SPACES OPEN SPACE AREA CALCULATION!PER SECTION 38.27.020.E) AFFORDABLE HOUSING WAREHOUSE:7,408 SF(NET)x 1 SPACE/1,000 SF=7.41 SPACES NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS C2.0 OVERALL SITE PLAN ACCESSORY OFFICE: 1,736 SF N 1 SPACE 350 SF-4.96 SPACES PROPOSED FOR THIS DEVELOPMENT ( EY)x / OPEN SPACE REQUIRED: C2.1 SITE UTILITY PLAN TOTAL R ACKNOWLEDGEMENT OF ACCESS REOUIREIIEMS UNDER FEDERAL AND STATE DISCRIMINATION LAWS FARM (1)) 1-BEDROOM UNITS z(100 SF/UNIT)=50 S SF 24301902) C2.2 SITE GRADING AND DRAINAGE PLAN (3)2-BEDROOM UNITS x RED SF/UNIT) =450 SF C100 RESIDENTIAL PARKING SPACES REQUIRED: THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL KNOWLEDGE THAT THE CITY OF TOTAL OPEN SPACE REQUIRED= 1.550 SF (11)1-BEDROOM UNITS x(1.5 SPACES/UNIT)= 16.5 SPACES BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR COMPLIANCE WITH,NOR IS RESPONSIBLE FOR C3.0 DETAILS (3)2-BEDROOM UNITS x(2 SPACES/UNIT)=6 SPACES TOTAL OPEN SPACE PROVIDED: ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF �PACESPRIVATE BALCONIES=850 SF 1973,THE FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN AS THE C3.1 DETAILS PLAZA=908 SF MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL LAWS THAT MANDATE PARKING SPACES PROVIDED: 18 SPACES TOTAL OPEN SPACE PROVIDED= 1.758 SF ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. OUTDOOR(ADJACENT TO PLAZA)=4 SPACES INDOOR(IN PRIVATE GARAGES= 14 SPACES 210418