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HomeMy WebLinkAbout3.0 C1.0 Overall Site Plan and Project Information 2020.08.19 LEGEND / x100.00 EXISTING SPOT ELEVATION LP LOW—POINT EXISTI� x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE LOT 1 © EXISTING UG POWER BOX TBC TOP BACK OF CURB BLOCK 4 R-2 ZONING I �PLI ZON CT) EXISTING TELEPHONE BOX SW SIDEWALK / ❑U EXISTING UTILITY BOX FF FINISH FLOOR I R-2 l PLI T \ LS LANDSCAPE O ZONING ( ZONI ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL IE I EP EDGE OF PAVEMENT do EXISTING STORM SEWER MANHOLE BOW BOTTOM OF WALL T O - EXISTING SANITARY SEWER CLEANOUT I PROJECT a w a'w EXISTING FIRE HYDRANT I �Z —e^ss � Sheet 1 of 5 c� EXISTING WATER VALVE Z —a."ss s• s•"ss e•'s e ss e's ® EXISTING CURB STOP I __a"ss ___ — s — ss a' — s ss MSIO TRIA GLE C m m a"s _ EXISTING POWER POLE T — STREET `�° °o. EXISTING LIGHT POLE \ 3 z.sD—z°•se—za"s C Qw EXISTING WATER WELL — �� "' 24"SD-1—sD—z •s za"s za's�—za's �' ® PROPOSED SANITARY SEWER MANHOLE \ .! \� L E t © PROPOSED STORM SEWER MANHOLE — ��_ fig•54• s,. \� 3:6 !n m ® PROPOSED STORM SEWER INLET B � - ° \ 1/ / P PROPOSED SANITARY SEWER CLEANOUT HYDRANT HYD#1696 PROPOSED FIRE HYDRANT ELEV-4753.84 I- ca PROPOSED WATER VALVE a PROPOSED t ® PROPOSED CURB STOP LOT 10 VISION AN RETENTION \\ \ L / 3.0'P B POND TRAFFIC FLOW D UE ILI S19RAGE ��\\ U,. \ W a PROPERTY BOUNDARY LINE z VICINITY MAP 1 ' ' N �\\ ♦� ,A SURROUNDING PROPERTY LINE C1'0 SCALE:NTS s 4 LLt PH I1 m \\ SETBACK LINE EASEMENT LINE GROUND LEVEL PATIO— ADDITIONAL PRIVATE - _ ucc EXISTING UNDERGROUND ELECTRIC LINE 93 SF PER UNIT L OPEN SPACE 12'x12' s 186 SF TOTAL FOR 144 SF PER UNIT s BUILDING PH 6 288 SF TOTAL FOR cns EXISTING GAS LINE cRouNO LEVEL PATIO ELLIE 1__ O U I 93 SF PER UNIT Scale In Feet uc EXISTING UNDERGROUND PHONE LINE - ILI °' ADEN DNA PRIVATE w EXISTING WATER MAIN E ING 1 .0' 1 1144 SF PER UNIT ACE 12x12) I 186 SF TOTAL FOR BUILDING 30 0 30 rLLT�II ss EXISTING SANITARY SEWER MAIN I ) BUILDING L O UTIL EAS EN W 288 SF TOTAL FOR I-F sT EXISTING STORM SEWER LOT 11 PE PUT 40 III 9 0 9 O Scale In Meters a w PROPOSED 8" WATER MAIN I u Intervals: t QI a ss PROPOSED 8" SANITARY SEWER MAIN III, pConto r In erva / Foot r PROJECT R I GROUND LEVEL PATIO PH 2 < II 1 sT PROPOSED STORM SEWER 93 SF PER UNIT I r _> I - I I 186 SF TOTAL FOR ADDITIONAL PRIVATE GROUND LEVEL PATIO ucc PROPOSED UNDERGROUND ELECTRIC LINE lC I 93 SF PER UNIT BUILDING LLL OPEN SPACE(ER UNIT " 186 F TOTAL FOR - 7 cns PROPOSED GAS LINE L 144 SF PER UNIT BUILDING O CON UCTON 288 SF TOTAL FOR IQ�yI, uc* PROPOSED UNDERGROUND PHONE LINE TRAF Ic BUILDING - I LOT zA —PROPOSED SWALE/RETENTION POND CONTOUR Q — m PH L�Le I I I I Mmor subdiv. No.201A PROPOSED CURB AND GUTTER _ a -PROPOSED CURB PAINT • ADDITIONAL PRIVATE I �• EXISTING Il7I OPEN SPACE(12'x12') ym 144 SF PER UNIT BENCHMARK I V �J B28 SFUILDINGTOTAL FOR 3 R-1 ZONINC' Ir�FT+�II; HYDRANT ARROW BOLT HYD#1696 LOT 12 ELEVATION=4734.38 FEET BLOCK I LE` OCK 8 PH N L S J I LEGAL DESCRIPTION LOT 1,BLOCK 9 LAUREL GLEN SUBDIVISION PHASE 1 ADDITIONAL PRIVATE I OPEN SPACE(12'x12') I I m / SEC.4,T.2 5 E.OF P.M.M., 144 SF PER UNIT � / J CITY OF BOZEMAN, 288 SF TOTAL FOR GALLATIN COUNTY,MONTANA _ BUILDING t I "6 z CONSTRUCTION ROUTE MAP SPECIFICATIONS GROUND LEVEL PUNIT p R PH RI / Cl O 93 SF PER UNIT YARD SETBACK ADDITIONAL PRIVATE ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE SCALE:NTS 186 SF TOTAL FOR _ OPEN SPACE(12'x12') HEREBY INCORPORATED BY REFERENCE: BUILDING 144 SF PER UNIT y I I W ANG ISION LE 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) I 288 SF TOTAL FOR I 2. CITY OF BOZEMAN MODIFICATIONS 70 MPWSS SIXTH EDITION INCLUDING BUILDING ADDENDUMS(2017) NOW STO E ¢ DEVELOPMENT ADDRESS LOT 13 > KPILE / S IL Si 1I I a GROUND LEVEL PATIO _ 856 LOXLEY DRIVE BOZEMAN, MT 59718 I m Q I PH 4 93 SF PER UNIT WATER RIGHTS(CASH—IN—UEUI ADDITIONAL PRIVATE a'ssEBU F4dEN S{gSg1O 186 SF TOTAL FOR WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. EXISTING W OPEN SPACE(12'x12') — — BUILDING J 144 SF PER UNIT 'L s I O �( 288 SF TOTAL FOR' m'e m••e m„a r r PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN R-1 ZONIN O BUILDING �F7=—III m SHALL BE APPROVED BY THE CITY OF BOZEMAN. _ —n C STRU ON D P R GROUND MOAT MOUNTED MECHANICAL EOU 2-IPMENT GROUND LEVEL PATIO LLL I ~� O NO GROUND MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO 93 SF PER UNIT I \ 111«<SIII UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL E-- 186 SF TOTAL FOR ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED BUILDING I \ m I O WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. I 5.0 F ONT 's a{r ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDEPA AND STATE N DISCRIMINATION LAWS(ARM 24.301.902E THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL LOT 74 • •1-° PH 9 KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR PH 5 "4 10 COMPLIANCE WITH,NO IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL ADDITIONAL PRIVATE I I I NC 1 .0'UTILITY W LEI AMERICANS WITH DISABILITIES ACT OF 1990,THE REHABILITATION ACT OF 1973,THE I OPEN SPACE(12'x32')_ E E T� LAT.(TYP.) FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN " 383 SF PER UNIT III �� I v r� AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL 766 SF TOTAL FOR VII LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY y BUILDING I \ HOUSING. DEVELOPER lANOSCAPE ARCHITECT L�LEttLL a 90' O GREAT WESTERN INVESTMENTS,LLC RED BARN MONTANA J iv a 15525 HORSE CREEK ROAD 3084 THORPE ROAD BOZEMANT,MT 59715 BELGRADE,MT 59714 a BUILDING DESIGNER CIVIL ENGINEER / 5.0'SIDE 25089L`L71.28'2•LL LL MORGAN HINE CREEK C&H ENGINEERING AND SURVEYING,INC. �,/ YARD SETBACK [N8831 8'W U 15525 HORSE CREEK ROAD 109E AN,MITI 59 DRIVE ADDITIONAL PRIVATE BOZEMAN,MT 59715 BOZEMAN,MIT 59718 ADDITIONAL PRIVATE I LOT 2 OPEN SPACE UNIT' ') GENERAL NOTES LOT 15 OT 3 383 SF PER UNIT 7066NSFT PER NIT 2) 766 SF TOTAL FOR LOT 4 383 SF PER UNIT BUILDING BUILDING 1. No CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE PORTION OF EXISTING UTILITY EXISTING CITY OF BOZEMAN ENGINEERING DEPARTMENT. EASEMENT TO BE VACATED. I I I 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY of BOZEMAN,WORKING DRAWINGS,SPECIFICATION R-2 ZONING SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS To BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. m 4. THE ENGINEER AND THE CITY of BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. II m 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS To BE PAVED. 6. SITE WORK To BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL INVESTIGATION REPORT. 1 OVERALL MASTER SITE PLAN 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. C1.0 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE To BE COORDINATED WITH SERVICE SCALE:1"=30 PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. GENERAL NOTES - SITE GRADING 6 DRAINAGE PLAN 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR TOP BACK OF CURB ELEVATION. Issue Date: 08/19/2020 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON LANDSCAPE ISLANDS IS LEVEL CURB. 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 OF FOUNDATION WALL IN LANDSCAPED AREAS. 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR ELEVATIONS. 5. RETENTION PONDS SHALL BE 1.547 DEEP W/4H:1V EMBANKMENT SLOPES. 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. CONSTRUCTION MANAGEMENT 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN C100 ON SHEET C1.0. 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 IS COMPLETE.(APPROX.1 YEAR) 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATIOIN EXCAVATION WILL BE STOCKPILED AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) #190065