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HomeMy WebLinkAbout002 C1.0 Overall Site 5-19-20 LEGEND EXISTING x(100.00) PROP S P ELEVATION OSED OT ELEVATO W N FP FLOW-POINT P T NE N �' � TANgp © EXISTING UG POWER BOX TBC TOP BACK OF CURB MARK A. dQ 0 EXISTING TELEPHONE BOX Sw SIDEWALK CHANDLER > FF FINISH FLOOR j, No. 9518ES ❑U EXISTING UTILITY BOX LS LANDSCAPE o p p ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL yv�f �cEasp�� © EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT 000- EXISTING SANITARY SEWER CLEANOUT BOW BOTTOM OF WALL EXISTING FIRE HYDRANT Sheet 1 Of 3 EXISTING WATER VALVE ® EXISTING CURB STOP MANHOLE Scale In Feet "BELL SYSTEM" p .-E ✓6 EXISTING POWER POLE 20 0 20 C m n v :cx EXISTING LIGHT POLE CONSTRUCTION TRAFFIC ROUTE Qw EXISTING WATER WELL 8 Scale In Meters 8 m a PROPOSED SANITARY SEWER MANHOLE VISION TRIANGLE VISION TRIANGLE d ® W. GARFIELD ST.(60' R.O.W.) Contour Intervals. 1 Foot © PROPOSED STORM SEWER MANHOLE •.•. ' - - - ILAND> -BLOOKFRONTAGo- - - - - (n m ® PROPOSED STORM SEWER INLET d " ��� VERTIq'AL CURB IS RECESSED'rOWARDS `� � z�E O°O PROPOSED SANITARY SEWER CLEANOUT W.ARTHUR ST. �r a THE iSIDEWALK AT THE ASLEY o n 8 PROPOSED FIRE HYDRANT `�/ C v ca PROPOSED WATER VALVE - - w `" To AL, of - N pp PROJECT LOCATION VER ICAO CU ARKING SIGN (2) N O ® PROPOSED CURB STOP r c gg '58"E .M SET NAIL'S CONCRETE SIDEWALK__ 168.16 089"42' m o t PROPOSED LIGHT POLE _ C =a ® PROPOSED WATER WELL W.GARFIELD ST. P e I ® ® \ Rgg9 W TRAFFIC FLOW - ~ = a z - - - m ---_AsoA -°"E ----- � � - - - - -....-ouTBUI�oINc ur Aso PROPERTY BOUNDARY LINE i a -SURROUNDING PROPERTY LINE - a M aso5 STRUCTIN-MATERIAL srAGl SETBACK LINE . vi u; ui s"-.'Po Tvs + i x x xEXISTING FENCE CONCRETE w r- EASEMENT LINE W. HAYES ST. - '' ''' 'DEMO F,x15TING SIN _ -'� WALKWAY w % e a one EXISTING OVERHEAD ELECTRIC LINE i .� P CING$GN LOT 2 - EXISTING UNDERGROUND ELECTRIC LINE i �41 �N [CATION N DEMO STING GRAVEL 1. NTROL AR SHOWN ' �,s EXISTING GAS LINE � l l VE EXISTING BUILDING- A I.:-T^ PLOWLINE 11fi-38Mq.Ft:- t �92 - N O~ ocr EXISTING UNDERGROUND PHONE LINE .GRANT ST. FF ELEV.=4.9os.23' o ¢$ w EXISTING WATER MAIN b°D a EXISTING SANITARY SEWER MAIN DEMO IXISDNG N "o m v sT EXISTING STORM SEWER LOT 3 III + 1 2 W° e VICINITY MAP e' so3 >51 PROPOSED 8" WATER MAIN 2 _ w)_`- " PARKING SIGN I I � <a 8-ss PROPOSED 8" SANITARY SEWER MAIN C1.0 SCALE:NITS !�bc�i s< PROPOSED STORM SEWER 'o E--E.21 �� � Uce PROPOSED UNDERGROUND ELECTRIC LINE °D TS__19- I ^ T sPol Lo to c �� 036 AC D MR,, -_ 4904 cns PROPOSED GAS LINE v 13,225 Sq.Ft. R7- - L J uu PROPOSED UNDERGROUND PHONE LINE - - -PROPOSED SWALE/RETENTION POND CONTOUR CONCRETE PATIO ., PROPOSED CURB AND GUTTER _ _ Lj o DRAWING LIST - - - - [sss 4s'or'w J C1.0 OVERALL SITE 46 02" GRASS C2.0 SITE GRADING & DRAINAGE PLAN NDSCAPING, zzz C3.0 CIVIL DETAILS CONCRETE WALKWAY SIGN LOT 5 CP#52 a GENERAL NOTES PAv ENT EDGE OF PAVEMENT oGP I I 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE ASPHALT PAVEMENT o �-��^ _ LOT 6 BENCHMARK EWITHOUT NGINEERING DEPARTMENTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN Y y Y1 TOP OF SET NAIL(C&H OR.50) 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND ` L -1ELEVATION=4902.19 FEET(NAVD88) THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT - o"E - - - - AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT [S89'50'08"w °He LEGAL DESCRIPTION THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 88.25 269'50'08* BOZEMAN LOCATED TIO 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING CAPITOL HILL ADDITION TO THE CITY OF BOZEMAN LOT 7 �1 LOTS 1-4 AND THE EAST 88'OF LOTS 1 BLOCK OF CONSTRUCTION. LOT 1 8 P\ IN THE NE 1/4 OF SEC.13,T.2 S.,R.5 E.OF P.M.M., 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ��` BOZEMAN,MONTANA `N_ Irrl BEGINNING CONSTRUCTION. SPECIFICATIONS 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE 0 HEREBY INCORPORATED BY REFERENCE: "GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) LOT 17 �� LOT 8 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA ADDENDUMS(2017) REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS OWNER EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL �V\ J&D CUSTOMS,INC. SERVICE UNE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF G [77] 6550 FALCON LN,SUITE 4, APPLICATION FOR SERVICE. v LC`il BOZEMAN, MT 59718 DEVELOPMENT ADDRESS GENERAL NOTES - SITE GRADING €L DRAINAGE PLAN LOT 16 LOT 9 V� Ws 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR L J H C)418 W.GARFIELD ST. TOP BACK OF CURB ELEVATION. BOZEMAN, MT 59715 - 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON CONSTRUCTION MANAGEMENT LANDSCAPE ISLANDS IS LEVEL CURB. 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(27 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP LOT 15 LOT 10 A 00O U TRAFFIC ROUTE SHOWN ON SHEET C1.0. OF FOUNDATION WALL IN LANDSCAPED AREAS. 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR IS COMPLETE.(APPROX.1 YEAR) ELEVATIONS. - - T 3. ALL SPOILS ROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE START OF THE PROJECT UNTIL THE BUILDING IS 5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. BACKFILLED.(APPROX.10 WEEKS) 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. LOT 1 4 LOT 1 1 AFFORDABLE HOUSING NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS PROPOSED FOR THIS DEVELOPMENT DISCRIMINATION LAWS(ARM 24,301,202) WATER RIGHTS CASH-IN-LIEU) THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL _ ( KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. COMPLIANCE WITH, NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973.THE FAIR HOUSING AMENDMENTS ACT OF 1988,TIRE 49,CHAPTER 2,COMMONLY KNOWN SHALL BE IAPPROIVEDCBNSTHECCITY OF BOZEMAN. AND-SEDIMENT CONTROL PLAN WSHTTHATOMANDATE ACCESSIBILITY TO COMMERCIAL SIMILAR CONST CONSTRUCTION OR STATE, MULTIFAMILY� OVERALL SITE HOUSING. GROUND MOUNTED MECHANICAL EOUIPMFM C1.0 SCALE:1"=20' NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO DEVELOPERLANDSCAPE..�iHITECT UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL J&D CUSTOMS,INC. RED BARN MONTANA ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED 6550 FALCON LN,SUITE 4, 3084 THORPE ROAD Issue Date:5/22/2020 WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. BOZEMAN, MT 59718 BELGRADE,MT 59714 ARCHj CIVIL ENGINEER JDS ARCHITECTS,INC. C&H ENGINEERING AND SURVEYING,INC. 719 W.MENDENHALL ST. 1091 STONERIDGE DRIVE BOZEMAN, MT 59715 BOZEMAN,MT 59718 C1.0 #200029