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HomeMy WebLinkAbout001 - C1.0 COVER SHEET LEGEND DRAWING LIST rT x(1oo.00] EXISTING SPOT ELEVATION LP LOW-POINT C1.0 COVER SHEET e,P'�'of x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB C2.0 CIVIL SITE PLAN MARK A. a EXISTING TELEPHONE BOX SW SIDEWALK CHANDLER FF FINISH FLOOR C2.1 CIVIL DEMOLITION PLAN cns No. 951SES i 5'n is"n 15"n o^s w.s 'CENS+E ❑U EXISTING UTILITY BOX 5"n cns cns cns c�+s cns � LS LANDSCAPE cns cns cns cns cns cns mq � ° � ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL C3.0 UTILITY PLAN cAs �Fkz p110x EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT C4.0 SITE GRADING & DRAINAGE PLAN [S89'03'14"E] DURSTON ROAD 149.29 0905646a"ss ��s E BOW BOTTOM OF WALL C5.0 DETAILS - - - - " ' " �r 000- EXISTING SANITARY SEWER CLEANOUT Scale In Feet N BACK C E EXISTING FIRE HYDRANT 20 0 20 SHEET 1 OF 7 TOF CURB ca EXISTING WATER VALVE �o..w �o,w o w ® EXISTING CURB STOP 6 0 6 m §49kET SIGN io w io w io.'w EXISTING POWER POLE Scale In Meters w o w 1 o.. - m m m EXISTING LIGHT POLE I I I I I I I I I I w vi CC "'m R TO N ROAD .5,2'c Qw EXISTING WATER WELL 6,719 Sq. Ft. o N = PROPOSED SANITARY SEWER MANHOLE HE .1543 Acres OHE N? OHE " ] © PROPOSED STORM SEWER MANHOLE I o OHE OHE o„� OHE m ",_ E® - - - - - - - - - - 149.33090'56'41" HE PROPOSED STORM SEWER INLET _ oHE OHE oHE- "E C z PROPOSED SANITARY SEWER CLEANOUT DURSTON ROAD - /�s _ - - - N o` PROPOSED FIRE HYDRANT e s S EN CE CP 9 a ca PROPOSED WATER VALVE L at 19I SF ® PROPOSED CURB STOP C.O.S. A - 1=1T--- - - IA. ;Y PROPOSED LIGHT POLE SUBJECT PROPERTY I y �I W o a ® PROPOSED WATER WELL mI AP AINFIE I a TRAFFIC FLOW I �� _ 1 LOT 1 A a �o PROPERTY BOUNDARY LINE - - - - - - _ _ _ _ SURROUNDING PROPERTY LINE I il SETBACK LINE V EASEMENT LINE I W nl ' r1l I I - - -x-x-x EXISTING FENCE OHE EXISTING OVERHEAD ELECTRIC LINE N^ BPC E " I - -- - - - - - - - CIN EXISTING UNDERGROUND ELECTRIC LINE 2 VIITY MAP I LOT 1 $ �7p2 SF MIT INh I E-( ras EXISTING GAS LINE �C SCALE:1" = 200' I "ali REMAINDER OF TRACT 6 2 I LOT 1 B - EXISTING UNDERGROUND PHONE LINE Z AND 10' STRIP OF TRACT T I a l w EXISTING WATER MAIN I O --- - FILM 186, PAGE 4480 ss EXISTING SANITARY SEWER MAIN _ I 45,299 Sq. Ft I .0399 Ac e n EXISTING STORM SEWER - LQ- -� - - - - I PROPOSED s1 - - - - - - -- O�EN u c 4-PLEX - - - - - s"w PROPOSED 8" WATER MAIN I � ¢ SPACE �PHASE 2-ucT- 16'- I - - - - - - - w 85 SF , CONSTRUCTIONTIDUMPSrER 1�� AAA s•'ss PROPOSED 8" SANITARY SEWER MAIN _ F'- 5310 SF. OF n PROPOSED STORM SEWER _ s DURSTON ROAD I m Z FOUND 5 8"REBAR W 2" L 5 B.M.�S ILI (PHASE 2) `v / / APPROX.LOCATION OF I P w ALUMINUM CAP(TD&H), SPOILS(PHASE 1).TO 1 `A O ucE PROPOSED UNDERGROUND ELECTRIC LINE I J Q 2.00,W.C. _-x_-_ BE REMOVED WITH I ELEVI= cns PROPOSED GAS LINE + i CO '^ I PHASE 2. v, LOT 2 x OPEN x OUND 5/8-REBAR ucr PROPOSED UNDERGROUND PHONE LINE I SPACE LUMINUM CAP 1 - - - -PROPOSED SWALE/RETENTION POND CONTOUR � '� sa I i �,Mno-- - - - - - - - -- -- PROPOSED CURB AND GUTTER PROPOSED SPILL CURB AND GUTTER 0 [N89'04'1 9 MONITORING WEL n 10.00 27055'41" L L s < ut BENCHMARK - SU&IECT PROPERTY (n �� GP 51 LL L L LL_ µw TOP OF RPC(C&H CP.50) ( W -Z - - - - - - EL .=4,786.cc l n LLLLL L LL 1 " q 7" LOT 2B ELEVATION=4787.79 FEET(NGS OPUS SOLUTION) -X-X �L LL 9 I N LEGAL DESCRIPTION I Z h PHASE z L LL W PHASE I PHASE 1 = THE PROPERTY DESCRIBED IN DOCUMENT NO.2602650,AND BEING A PART Q E(TYP.)- -" I �_ OF TRACT 6 AND TRACT 7,SMITH SUBDIVISION,LOCATED IN NW 1/4 OF Z J I = LL SECTION 11,T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN,MONTANA a I gi}y LL Z SPECIFICATIONS LOT 3 I I I �I �x �� d o- j I �� /yy����� [�Q� 0 ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE I III X L LL L LO� A �"\ HEREBY INCORPORATED BY REFERENCE: - --L LL 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) 3 ZONING MAP LL I D' v o 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING Cl I �- �y/ (�O ADDENDUMS(2017) SCALE:NTS / I LL I `(" !✓` �� - - - - - - - - - - - - - - - - - -. - - - - - - �V- - OWNER GENERAL NOTES °D5 1••• ` s I MJN PROPOERTIES, INC. I ' . CO LL LL LLL 5170 DURSTON RD, 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE � BOZEMAN, MT 59718 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN d ENGINEERING DEPARTMENT. I OPEN I LQ�3B DEVELOPMENT ADDRESS 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND M SPACE PROPOSED Q r ,THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT M w426 SF 4-PLEX _ �11.- ICI 4-PLEX-5170 DURSTON RD,BOZEMAN,MT 59718 AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT W n ` U. 4-PLEX-5170 DURSTON RD,BOZEMAN:MT 59718 THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. I LOT 4 �'1:0 PHASE 1 "$ SITE DATA 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING M 5310 SF. APPROX.LOCATION OF OF CONSTRUCTION. CONSTRUCTION DUMPSTER- 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO I -- - EXISTING ZONING:R-4 RESIDENTIAL HIGH DENSITY BEGINNING CONSTRUCTION. Oi (PHASE 1).TO BE MOVED PROPOSED USE: COMMUNITY RESIDENTIAL-MEDIUM DENSITY RESIDENTIAL 5. TRENCH BACONST SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 2 fo I TO NORTH LOCATION WITH COMMUNITY PLAN DESIGNATION-URBAN NEIGHBORHOOD ----J I PHASE 2. W BUILDING SETBACKS: NORTH 15' 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE p1 ICI WEST 15' "GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. EAST 5' 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA OPEN O SOUTH 5' REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS SPACE EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. - - _ _ _ -477 SF S. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL 44 AREA OF LOT= 1.039 ACRES or 45,299 SQ FT SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF I - LOT 3C AREA OF HARDSCAPE= 27,397 SQ.FT.or 60.5%of LOT APPLICATION FOR SERVICE. O O AREA OF STRUCTURES= 10.620 SO.FT.or 23.4%of LOT FOUND 5/8"REBAR W/YELLOW --x- AREA OF OPEN SPACE= 5,312 SO.FT.or 11.7%of LOT I x P 5 0 AREA OF PUBLIC STREETS=NONE GENERAL NOTES - SITE GRADING & DRAINAGE PLAN PLASTIC CAP(TD&H) Q, PERCENT SITE COVERAGE= 95.4% EL 4,78 18' [N89'04'19"W] O 1­ 4 ESTIMATED TOTAL FLOOR AREA=31,860 SO.FT. 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FF FOR I OPEN 4.00 270'55'41" U FLOOR AREA RATIO=70.3% TOP BACK OF CURB ELEVATION. SPACE 1 NET DWELLING UNIT DENSITY=8 DWELLINGS/1.039 ACRES=7.69 DWELLINGS/ACRE 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON I LOT 5 -477 SF U DWELLINGS CONSIST OF:(8)THREE BEDROOM UNITS LANDSCAPE ISLANDS IS LEVEL CURB. J� VEHICLE PARKING SUMMARY 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FORBID FT(2R Q" GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP �4 OC PARKING CALCULATIONS(PER SECTION 38.25.010A) OF FOUNDATION WALL IN LANDSCAPED AREAS. rD 1 SPACES PER BEDROOM UNIT(24 UNITS PROPOSED) I ___ - I n 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR CP 54 24 SPACES REQUIRED ELEVATIONS. x x " '0 n \ 5. RETENTION PONDS SHALL BE 1.5-Fi DEEP W/4H:1V EMBANKMENT SLOPES. I ELEV.=4,89.01' \J r- PARKING SPACES PROVIDED 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. 90 j.,1 11 T�I. GARAGE =8 SPACES / �!)O O STANDARD =8 SPACES CONSTRUCTION MANAGEMENT I SPACE �� V OR Ay =8 SPACES w784 SF ON-STREET =0 PACESTOTAL=24 SPACES PROVIDED O1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN I / N SHEET C1.0. VEHICLE PARKING SUMMARY 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL BIKE PARKING REQUIRED=2.4 SPACES WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) BIKE PARKING PROVIDED= 16 SPACES 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE / O PARKLAND SUMMARY START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) LOT 6 200 �P PARKLAND REQUIREMENTS HAVE BEEN SATISFIED BY THE UNDERLYING SUBDIVISION. OPEN SPACE AREA CAI.CUTATON TPER SECTION 38.270.020.E1 ACKNOWLEDGEMENT OF AOCESS REQUIREMENTS UNDER FEDERAI AND STATE 5.0'EAST&sou TH SETBACK 150 SQ. FT. PER 3 BEDROOM UNIT DISQRIMINATIDN LAWS FARM 24.301.9021 X--x 135.45 270155'41' 7(15058)=1,200 SQ. FT. THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL N89'O4' " Issue Date:0810212022 5,312 SQ. FT.OF OPEN SPACE PROVIDED KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR [ 19W] COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AFFORDABLE HOUSING AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE ` NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN LOT PROPOSED FOR THIS DEVELOPMENT AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL WATER RIGHTS(CASH-IN-UEU1 LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY ("/} WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. HOUSING. LANDSCAPE ARCHES C100 PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN MJN PROPOERTIES, INC. STEFAN ASSOCIATES SHALL BE APPROVED BY THE CITY OF BOZEMAN. 5170 OURSTON RD. 1209 EAST MAIN GROUND MOUNTED MECHANICAL EQUIPMENT BOZEMANI MT 59718 BOZEMAN,MT 59715 1 OVERALL SITE NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO CML ENGINEER ARCHITECT UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL STEASSOCIATES C&H ENGINEERING AND SURVEYING,INC. 11C_V SCALE:1" = 20' ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED 1209 EAST MAIN 1091 STONERIDGE DRIVE WITH AN OPAQUE SOUD WALL AND/OR ADEQUATE LANDSCAPE FEATURES. BOZEMAN, MT 59715 BOZEMAN,MT 59718 #190527