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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 / EXISTINI X(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE LOT ' R-2 ZONING I \PLI ZONII © EXISTING UG POWER BOX TBC TOP BACK OF CURB I BLOCK 4 / EXISTING TELEPHONE BOX SW SIDEWALK ❑U EXISTING UTILITY BOX FF FINISH FLOOR - LS LANDSCAPE O ZONING ( ZONI \� ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL IE I -` "EP EDGE OF PAVEMENT EXISTING STORM SEWER MANHOLE ®-w�-g_ Ji 000- EXISTING SANITARY SEWER CLEANOUT BOW BOTTOM OF WALL I PROJECT Ho e��w � w - EXISTING FIRE HYDRANT I Z ass- u, w s w es� a'ss ca EXISTING WATER VALVE Z a'"ss ss ass s"s Sheet 1 of 5 ® EXISTING CURB STOP vlslo TRI cLE i' m STREET mE EXISTING POWER POLE p - c L EXISTING LIGHT POLE �^ \i� m - " z s z s9-za'•sa-za's C n`�° N 2a"s 2a's�-za.,s m Qw EXISTING WATER WELL - \ za s9-�-\�\e- ® PROPOSED SANITARY SEWER MANHOLE \ v v © PROPOSED STORM SEWER MANHOLE - � 63700 ® PROPOSED STORM SEWER INLET iYDRANT ARROW�Bp�LT � o \ I ` D o O`.°. PROPOSED SANITARY SEWER CLEANOUT HYD#1696 YARD SETBA -n -_--�\ 1i0i's \\\ L'� N �m H ELEV.4753.84 1- I PROPOSED FIRE HYDRANT - - -iJ.0' \ `?r \ C re in T ca PROPOSED WATER VALVE VISION RAN L PROPoseD \ \\ C LOT 10 RETENTION® PROPOSED CURB STOP / P B POND \ C A CE S \ / mot TRAFFIC FLOW D U LI \ '� C a A� N \ �� `s W PROPERTY BOUNDARY LINE z VICINITY MAP _ �^? SURROUNDING PROPERTY LINE C7.0 SCALE:NTS I N L� PH 1 SETBACK LINE / -EASEMENT LINE GROUND LEVEL PATIO 93 SF PER UNIT ADDITIONAL PRIVATE 186 SF TOTAL FOR OPEN SPACE(12'x12'), s �5 ucc EXISTING UNDERGROUND ELECTRIC LINE BUILDING 144 SF PER UNIT aG 288 SF TOTAL FOR PH 6 s GROUND LEVEL PA-no cns EXISTING GAS LINE - BUILDING O " I r\ !r m ADDITIONAL PRIVATE I 93 SF PER UNIT `/ ucT EXISTING UNDERGROUND PHONE LINE -- co OPEN SPACE(12k12') I 186 SF TOTAL FOR BUILDING Scale In Feet rTl 144 SF PER UNIT w EXISTING WATER MAIN UTII E)OTING EN I W 288 SF TOTAL FOR 30 0 30 ss EEAMmmmimmi EXISTING SANITARY SEWER MAIN sT EXISTING STORM SEWER PE PLAT .) BUILDING O LOT 11 < I i I I 9 0 9 � �/ O a'Y+ PROPOSED 8" WATER MAIN s I Fil I ���� W I Scale In Meters QI t .-- a•ss PROPOSED 8" SANITARY SEWER MAIN I F m � Contour Intervals: / Foo sT PROPOSED STORM SEWER PRui- CR GROUND LEVEL PATIO i ` .1 H`2 < I I I y 93 IF PER UNIT 186 SF TOTAL FOR ADDITIONAL PRIVATE ucc PROPOSED UNDERGROUND ELECTRIC LINE BUILDING LLL OPEN SPACE(12'x1 144 SIF PER NIT cns IF'T�'ll y PROPOSED GAS LINE - 3 288 SFIF TOTAL FOR � O uc* _ BUILD ` I PROPOSED UNDERGROUND CONSTRUCTION ING ROUND PHONE LINE i m W PH 7 I I I I Minor SL TRAFFIC dIv. No.201Ab Q.I - - -PROPOSED SWALE RETENTION POND CONTOUR � PROPOSED CURB AND GUTTER II ' a _ �7y I p•l -PROPOSED CURB PAINT �Il, �Lt� - `fig QVP < EXISTING 9 3 I R-1 ZONING BENCHMARK LOT 12 I �Q��5Y. HYDRANT ARROW BOLT HYD#1696 ELEVATION=4734.38 FEET BLOCK 8 "� m 3 FJ�JOF 1'�- a LEGAL DESCRIPTION I m t ADD ONALL PRIVATE 8 Q III s w I OPEN SPACE( ') 144 SF PERER UNIT LOT 1,BLOCK 9 LAUREL GLEN SUBDIVISION PHASE 1 288 SF TOTAL FOR SEC.4,T.2 M , 5 E.OF P.M.M., - BUILDING I J, T CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA m = I SPECIFICATIONS - - 1 1 CONSTRUCTION ROUTE MAP GROUND LEVEL PATIO Q PH 8 III / rl ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY 93 SF PER UNIT TTS€f�ACI " INCORPORATED BY REFERENCE: C1.O SCALE:NTS 186 SF TOTAL FOR _ _ I 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) BUILDING - SIGN IAf�G W 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUMS(2017) I t``L� NOW STO E / DEVELOPMENT ADDRESS LOT 13 I PH 4 _� -" / S IL sT KP I 856 LOXLEY DRIVE BOZEMAN, MT 59718 I m G � I WATER RIGHTS(CASH-IN-LIEU1 } L� ADDITIONAL PRIVATE AG1 WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. EXISTING W "` OPEN SPACE(ER ON,I') _ 3 J 144 SF PER UNIT QNSTRucnON ACTIVITYR-1 ZONIN m ; 21 SF TOTAL FOR 4 PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN BUILDING ���� SHALL BE APPROVED BY THE CITY OF BOZEMAN. "-N ����� C STRU ON D P R GROUND MOUNTED MECHANICAL EQUIPMENT NO GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING BUT NOT LIMITED TO GROUND LEVEL PATIO 3 O 3 u UTILITIES,AIR EXCHANGE/CONDITIONING UNITS,TRANSFORMERS,OR METERS SHALL 9 SSF PER UNIT a +� \ z ENCROACH INTO THE REQUIRED YARD SETBACKS AND WILL BE PROPERTY SCREENED F- 186 F TOTAL FOR BUILING WITH AN OPAQUE SOLID WALL AND/OR ADEQUATE LANDSCAPE FEATURES. \ P� I 5.0 F ONT '''S e{•x O �F����•jjjyyy DISCRIMINATION LAWS TARN HE FOLLOWING ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE THIS ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL Q Gj KNOWLEDGE THAT THE CITY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR LOT 14 \ �a PH 5 �t PH 9 P�'(�� PH 10 I � COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL "(J Q AMERICANS WITH , ACT OF 1990,THE REHABILITATION ACT OF 1973,THE ADDITIONAL PRIVATE (; �J O I I I NG 1 .0'UT W N FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49,CHAPTER 2,COMMONLY KNOWN I OPEN SPACE(12'z32')_ tE Q+Q1 .i I E E T .LAT.(TYP.) AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL 383 SF PER UNIT Q I \ r l LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY 766 SF TOTAL FOR HOUSING. BUILDING DEVELOPER LANDSCAPE ARCHITECT GREAT WESTERN INVESTMENTS,LLC RED BARN MONTANA _ `t�FCtL 1n 15525 HORSE CREEK ROAD 3084 THORPE ROAD - a F`"�L _ - -1 "c<+ ' 90' /, 7 0 BOZEMANT,MT 59715 BELGRADE, MT 59714 - -TL" - hr'y [W'�l BUILDING DESIGNER CIVIL ENGINEER / 5.0'SIDE 230.88 28'32 G g MORGAN HINESLEY C&H ENGINEERING AND SURVEYING,INC. / 71'2 ' L� 15525 HORSE CREEK ROAD 1091 STONERIDGE DRIVE �,/ YARD SETBACK [N88'31'28"W] I I r l BOZEMAN,MT 59715 BOZEMAN,MT 59718 V L01 2 LOT 3 GENERAL NOTES LOT 15 I LOT a14 I 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. WIN EASEMENT TO BE VACATED. I I 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAGS,SPECIFICATION R-2 ZONING PORTION OF EXISTING UTILITY I SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF EASEMENT TO BE REMAIN ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. a J 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. mF/��rj7l 5. TRESITENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 1 B7. THE EQUROEMENTSFORS SOLELY HIS EMPLOYEES NAND ANOR FETE INSPECTION T THE WORKPPERFORMEDEBWORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN YHTHE ENGNEER ALL OSHA QUREM REE GEOTECHNICAL QUIREMENTS AND THAT ATION THESITE MEETS ALL APPLICABLE SAFETY 1 OVERALL PHASE 1-6 SITE PLAN 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE C1.0 PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. SCALE:1"=3C GENERAL NOTES - SITE GRADING & DRAINAGE PLAN 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWUNE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR TOP BACK OF CURB ELEVATION. Issue Date: 081012020 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(2%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 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. CONSTRUCTION MANAGEMENT 00 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN C1 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 FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) #190065