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HomeMy WebLinkAboutC1.0 Overall Site 05-14-2020 LEGEND x 100,00 EXISTING SPOT ELEVATION LP LOW-POINT � OFM�TANgC3 x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB A. SW SIDEWALK o MARK EXISTING TELEPHONE BOX CHANDLER FF FINISH FLOOR No. 9518ES ❑U EXISTING UTILITY BOX LS LANDSCAPE ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL I \ I o I y9�F0 � x�o EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT \VI BOW BOTTOM OF WALL 000- EXISTING SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT Sheet 1 of 4 c� EXISTING WATER VALVE ® EXISTING CURB STOP �% _ m 3 c EXISTING POWER POLE `�\S [589'51'58"E] 10AS U7ILI p V = EASE ^. C " i xx EXISTING LIGHT POLE � � � r 01 Qw EXISTING WATER WELL _ e W�rurc--. w O PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER MANHOLE o PROPOSED STORM SEWER INLET �\\ 55 .0'P alc ss (� - DE STREET o d... PROPOSED SANITARY SEWER CLEANOUT I - - - - - - - �I 100'UTILITY [sag srsa-E] (60'R .W.) N ° PROPOSED FIRE HYDRANT . c N PROPOSED WATER VALVE • I "` \ 479y - �k -� - AO, PROPOSED --- : ® PROPOSED CURB STOP f�■ • - - - - Y m PROPOSED LIGHT POLE %r o a ® PROPOSED WATER WELL o i I� TRAFFIC FLOW �� 3 r o h 0 ■ / j 4799' m. PROPERTY BOUNDARY LINE o _,�. �,f SURROUNDING PROPERTY LINE o ■I! ' r z w v.\{ SETBACK LINE . _ C / H_ EASEMENT LINE ASCADE PROJECT LOCATION �_ 111 1 -x-x-x EXISTING FENCE s O n,9st 4 00 +? ucc EXISTING UNDERGROUND ELECTRIC LINE a Ipp 23 A� U�ED'FUT CURB ,y[I� rNt11'■ O TTiONW ROAD SETBACK 1 70 s cns EXISTING GAS LINE ALEXANDER ST EXPANSION ETBACK uc* EXISTING UNDERGROUND PHONE LINE - o o 4D - 11 '1 - w EXISTING WATER MAIN ■ 90, / ae�W O z ss EXISTING SANITARY SEWER MAIN _ �� � (T'(P�) Z i 3 sr EXISTING STORM SEWER _ b-I DABcocK sT I Q 3 �. T W s w PROPOSED 8" WATER MAIN w pp 30. PUBLIC a i i UTILI EASEMENT m a a•ss PROPOSED 8" SANITARY SEWER MAIN < Z z` �■ N ccs1 PROPOSED STORM SEWER �� 7 ILL ucc PROPOSED UNDERGROUND ELECTRIC LINE o OF 3U. 3 ~ cns PROPOSED GAS LINE LL F r z I O uc* PROPOSED UNDERGROUND PHONE LINE G R-O p 11O O -PROPOSED SWALE/RETENTION POND CONTOUR _ o PROPOSED CATCH CURB AND GUTTER °' -PROPOSED SPILL CURB AND GUTTER ■■■■■■■PHASE LINE VICINITY MAP _ L23 6 ) 1 N r � 55, 6 SF BENCHMARK C1.D SCALE:NTS _ b ARROWBOLT ON HYDRANT s N m D z ELEVATION=4,808.01 FEET(NAVD88) J'!, s LEGAL DESCRIPTION \ TRACT 3A,AMENDED PLAT OF THE REMAINDER OF TRACT 3, �• �3 3 � Q BLOCK 2,VALLEY WEST SUBDIVISION,LOCATED IN a 24. DRIVE AISLE NW 1/4 OF SEC.10,T.2 S.,R.5 E.OF P.M.M.,CITY OF L_ _ _ N Z i x 48 02, BOZEMAN,GALLATIN COUNTY,MONTANA SPECIFICATIONS GENERAL NOTES ss �■ - ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE � (TYP.) 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE HEREBY INCORPORATED BY REFERENCE: WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) ENGINEERING DEPARTMENT. 10. 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING CONSTRUCTION E ENT ADDENDUMS(2017) 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND DUMPSTER THE CITY RI BOZEMAN,BE WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT .0' UTILITY y 10.0'SETBACK TYP. • OWNER AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT m SEMENT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. I ( ) O KARDAR,LLC 3 Ji 2001 STADIUM DRIVE 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING BOZEMAN,MONTANA 59715 OF CONSTRUCTION. s / DEVELOPMENT ADDRESS 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO I /I 1 4 Tw /y BEGINNING CONSTRUCTION. N.OF WEST BABCAVE STREET,E.OF NORTH COTTONWOOD ROAD, 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. `yT1S� C C W.OF WEST AB AVENUE,S.OF CASCADE STREET 1 SF 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE SITE DATA [FULL BUILD] "GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. �% / 4804 13L5854 E 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA �' --- [^ EXISTING ZONING:81 NEIGHBORHOOD BUSINESS DISTRICT REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS I ---- _ -" PROPOSED USE: RETAIL/OFFICE BUILDINGS i O EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. AREA OF TRACT 3A=2.6572 ACRES or 115,749 SQ FT 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL AREA OF HARDSCAPE= 67,484 SQ.FT.or 58.3%of TRACT 3A SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF AREA OF STRUCTURES= 20.993 SQ.FT.or 18.1%of TRACT 3A APPLICATION FOR SERVICE. - _ AR [J I AREA OF LANDSCAPING= 27,272 SQ.Fi.or 23.6R of TRACT 3A ` \ AREA OF PUBLIC STREETS=NONE 20.0'UTILITY SNOW STORAGE PERCENT SITE COVERAGE= 76.6% GENERAL NOTES - SITE GRADING & DRAINAGE PLAN sr ,, SE78�ACK ESTIMATED TOTAL FLOOR AREA=38,000 SQ.FT. ,'`. __ ucc RATIO= 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR - w _- - TOP BACK OF CURB ELEVATION. FLOOR AREA 32.8R r ' ' 46 5 SITE DATA [PHASE 11 w "wPHASE�w�RRGWBOLI DA HY6rsAHT •° U 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON SIDEWALK INCLUDED ` LANDSCAPE ISLANDS IS LEVEL CURB. sr `, w BENCtl1106K EXISTING ZONING:81 NEIGHBORHOOD BUSINESS DISTRICT �.... � sKr PROPOSED USE: RETAIL/OFFICE BUILDINGS - _ 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(2R GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP 3 HIGH SIBILITY w w w -.0 1w AREA OF PHASE 1 E 1.4390 ACRES or 62,683 SQ Fi w w AREA OF HARDSCAPE= 49,933 SQ.Fi.or 79.7%of PHASE 1 OF FOUNDATION WALL IN LANDSCAPED AREAS. w AREA OF STRUCTURES= 0 SQ. FT.or 0.0%of PHASE 1 W 3T BABCOCK STREET<90'R.O.W.) �o AREA OF LANDSCAPING= 12,750 SO.FT.or 20.3%of PHASE 1 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR - - s - - ss -s 5s sr s-AREA OF PUBLIC STREETS=NONE ELEVATIONS. �s L J m TRA 5. RETENTION PONDS SHALL BE A MAXIMUM OF 1.5-FT DEEP W/4H:iV EMBANKMENT SLOPES. 3 CONSTRUCTION FFC ROUTE PERCENT SITE COVERAGE= 79.7R ESTIMATED TOTAL FLOOR AREA=0 SQ.FT. FLOOR AREA RATIO=N/A(NO BUILDINGS PROPOSED WITH PHASE 1) 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES 17 _ WATER RIGHTS[CASH-IN-LIEU1 WATER RIGHTS WILL BE PAID WITH SUBSEQUENT BUILDING SITE PLAN APPLICATIONS.QNSTRucnON ACTIVITY N PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN z OVERALL SITE SHALL BE APPROVED BY THE CITY OF BOZEMAN. C1.O SCALE:1"=30' GROUND MOUNTED MECHANICAL EQUIPMENT Scale In Feet NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL 30 0 30 Issue Date:511412020 ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. 9 0 9 ACKNOWLEDGEMENT OF ACCESS REOUIREMErNS UNDER FEDERAL AND STATE Scale In Meters DISCRIMINATION LAWS(ARM HE FOLLOW] THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL Contour Intercala: 1 Foot KNOWLEDGE THAT THE IS OF BOZEMAN BLE BUILDING DIVISION WILL NOT REVIEW FOR C100 00MPLIANCE WITH,NOR I I RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 4SI CHAPTER 2,COMMONLY KNOWN LA THE AT MANDATE HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE, IF LOCAL LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY HOUSING. #171293