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HomeMy WebLinkAbout2 - C1.0 - Overal Plan & Cover Sheet 2021.08.10 LEGEND I OF Mc+vr q x 100.00 EXISTING SPOT ELEVATION PROPERTY BOUNDARY LINE DRAWING LIST , Q x(100.00) PROPOSED SPOT ELEVATION SURROUNDING PROPERTY LINE N C1.0 OVERALL SITE PLAN o MARK A. P_ CHANDLER IN EXISTING UG POWER BOX SETBACK LINE C2.0 SANITARY SEWER PLAN & PROFILE - FALLON STREET & CENTRAL DRIVE AISLE 5, No. 9518ES EXISTING TELEPHONE BOX - - - -EASEMENT LINE C2.1 SANITARY SEWER PLAN & PROFILE - EASTERN & WESTERN DRIVE AISLES Z o 0 ❑U EXISTING UTILITY BOX -x-x-x-EXISTING FENCE -v� �CENSE �P? ® oNc EXISTING OVERHEAD ELECTRIC LINE C3.0 WATER MAIN PLAN & PROFILE - SOUTHERN & CENTRAL DRIVE AISLES F�,ZNEER N10 EXISTING SANITARY SEWER MANHOLE C3.1 WATER MAIN PLAN & PROFILE - EASTERN & WESTERN DRIVE AISLES EXISTING STORM SEWER MANHOLE uce EXISTING UNDERGROUND ELECTRIC LINE Sheet I of b C4.0 CIVIL DETAILS O°O EXISTING SANITARY SEWER CLEANOUT EXISTING GAS LINE EXISTING FIRE HYDRANT ucT EXISTING UNDERGROUND PHONE LINE ca EXISTING WATER VALVE w EXISTING WATER MAIN C m E 0 EXISTING CURB STOP ST EXISTING SANITARY SEWER MAIN ^ EXISTING POWER POLE EXISTING STORM SEWER umi Scale In Feet E a"w PROPOSED 8" WATER MAIN V A EXISTING LIGHT POLE 30 0 30 a" EXISTING WATER WELL e'•ss PROPOSED 8" SANITARY SEWER MAIN N,� ® PROPOSED SANITARY SEWER MANHOLE sT PROPOSED STORM SEWER 9 0 9 © PROPOSED STORM SEWER MANHOLE oca PROPOSED UNDERGROUND ELECTRIC LINE Scale In dieters C o ® PROPOSED STORM SEWER INLET o^s PROPOSED GAS LINE Contour Intervals: 1 Foot m m m P OCO PROPOSED SANITARY SEWER CLEANOUT ucT PROPOSED UNDERGROUND PHONE LINE C a -PROPOSED SWALE/RETENTION POND CONTOUR m o PROPOSED FIRE HYDRANT m ? PROPOSED CURB AND GUTTER PROPOSED WATER VALVE ® PROPOSED CURB STOP > I II W xx PROPOSED LIGHT POLE N O G ® PROPOSED WATER WELL - } �- - - - - - - - _ -I a azJ TRAFFIC FLOW uj O BENCHMARK (0 I I 60 H II ARROW BOLT ON HYDRANT • ELEVATION=4,817.96 FEET(NAND 88 FROM NGS OPUS SOLUTION) � 60 � L LEGAL DESCRIPTION ••, N u O LOTS 1 -2,BLOCK 14 NORTON EAST RANCH SUBDIVISION,PHASE 4 O �1 S 1/2,SEC.9,T.2 S.,R.5 E.OF P.M.M., ry CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA - w IX.SSMH M0559_ _ PRO.SSMH#1 SPECIFICATIONS as sa ,� ,$ , FALL N TREET \ EX \ . p., ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY / APIA�I PO SED 8•$EWER a \ COB N 2 7 m INCORPORATED BY REFERENCE \ s O 1. CITY OF PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) /10' FRONT SETBACK [589. 9'S9"E] C4g1- 10' PUBLIC I�ILTY 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUMS(2017) I 60 - EASEMENT PER PLA 1-6 OWNER NORTON PROPERTIES LLC, 10' DRAT TI E MAINTENANCE I \ I� 63020 NE LOWER MEADOW ROAD,SURE 200 BEND,OR 97701 - DEVELOPMENT ADDRESS 3-BED. �;S COND FOOTPRINT- :SOF 3In$ II ;-4I I 2-BEd. C ON D SO Tgp TOW ELEV-416L00T FOOTPf TOW ELEY-4817.00 R-q PRO.DRYWELL# o PRO. YWELL2 3-PLEX CONDO FOOTPRINT=5,044 SF F I \$ a \ NW I O CONSTRUCTION MANAGEMENT _ ----- I TOW ELEV-4817.50 FT. 2II II 4;1Pi 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ROUTE SHOWN s N -BED. CQ NDO I 2-BED. CONDO > ON SHEET C1.0. TOW EV.=481�.25 FT TO WILL OOTP�/M=1,018 SF 2. ANY TOPSOIL THAT IS ON-SITE LL BE STOCKPILED AT THE START OF THE PROJECT.THE TOPSOIL J - I ---EL W WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE.(APPROX.1 YEAR) _ I 3 �- 3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED AT THE _ J START OF THE PROJECT UNTIL THE BUILDING IS BACKFlLLED.(APPROX.10 WEEKS) ----- r _ N n 3-BED. CONDO e•w��ew e'w w sw sw ew 2- CONDO A ul FOOTPRINT=1,239 SF PRO.SSMH/12 PROPOSEa LOT 1A I FO P IM-1,018 SF TOW ELEV.4817.00 FT 1 42 S FL ., - �_____ 8"55 8'ss 855 8'YS a"ss a"55 TO _EL .=4817.75 Ht PO PRIOR TO INITIATING CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN - e 4 2.99 Acresy SHALL BE APPROVED BY THE CITY OF BOZEMAN. Z °{ _ I� J #4 pp GENERAL NOTES -BED. CONDO � / I 2-BED. COND I I O Q - FOOTPRINT-1,239 SF - FOOTPRINT=1,018 F 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE TOW ELEV.=481T�00 FT ��w 4 TOW ELLg/.=4818. FT I I Fy WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN n ENGINEERING DEPARTMENT. - N 4 Wprc WOrc Y M� If mz mZa mom w� /EN�TZI CONDO cT Za 5,044 SF 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND - r----- a I Oo 30� I Og 1 Oo r+a 17.75 Fi. THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT ; - NUu_o OVUM II 402III - _ I A O AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT _ 3-BED. NDO I 2-BEq. CONDO -1 1 WN 1►�ll THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. FOOTPRINT=1,pp F FOOTPRINT=1,018 SF TOW ELEV.=4817.25 _ I TOW ELVJV 4818.50 FIT ,y 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ° - l 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ® PRO. "S H#3 I 1 P SSMH I /•� Iw BEGINNING CONSTRUCTION. I 1••�••1 1••••I V.11 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. -Rw ° e•w ew h I I••�.) 1 O 6. SI 60 TE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE - r e w I�1 U GEOTECHNICAL INVESTIGATION REPORT. is' REAR SETBACK 30UTI'PUBLIC ACCESS 230.13 270.2417• R) - U I 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA PROPOSED 8"DIP & LITY EASEMENT [N89.35'43 I FI REQU AW IREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS lam^! EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. WATER AWN Ow.) 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION UNE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF I••1 APPUCATION FOR SERVICE. RESTRAIN ALL JOINTS WITHIN SPECIFIED I U' OVERALL SITE PLAN LENGTH FROM FITTING C10 FITTING LENGTH (FT) NOTE _ _ SCALE: 1"=30' 8" 90 BEND 16 O O R-4 R O B" <90 BEND 7 1� R-4 R o GENERAL NOTES WATER & SANITARY SEWER MAIN EXTENSIONS NO JOINTS WITHIN 1�1 8"XS" TEE 16 (BRANCH) 4' ON RUN I 1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,(LATEST)EDITION,AND C.O.B.MODIFICATIONS TO MPWSS. /•�/ 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY C.O.B.PERSONNEL ONLY. F••••1 • 3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. NO JOINTS WITHIN 4. CONTRACTOR SHALL FIELD VERIFY UNE AND GRADE OF EXISTING CONNECTIONS. 8"X6" TEE 5 (BRANCH) 4' ON RUN O SANITARY SEWER NOTES 8" CAP PLUG 37 1/'•I I 1. SANITARY SEWER MANHOLES SHALL BE INSTALLED PER C.O.B.STD.DWG.NO.02720-3 WHEN THE DISTANCE FROM THE RIM TO [{� THE LOWEST INVERT IS GREATER THAN OR EQUAL TO SIX FEET.WHEN THIS DISTANCE IS LESS THAN SIX FEET,INSTALL PER 8"VALVE 37 C.o.8 STD.DWG.NO.02720-4. Issue Date:0811012021 2 UNLESS OTHERWISE NOTED,ALL SANITARY SEWER SERVICES ARE TO BE 4"SDR 26 PVC INSTALLED PER C.O.B STD.DWG.NO. 12" CAP/PLUG 53 02730- R-O R-p 3. INSTALL DEEP SANITARY SEWER SERVICE LINES PER C.O.B.STD.DWG.NO.02730-3. SUBJECT PROPERTY 4. INSTALL IN TRENCH PER C.O.B.STD.DWG.NO.02221-1. SUBJECT PROPS 12"VALVE 53 WATER NOTES 12"x6 29 C100 REDUCER 1. USE JOINT RESTRAINT AT ALL REDUCERS,TEES,BENDS,AND VALVES AS SPECIFIED IN JOINT RESTRAINT TABLE. 2. UNLESS OTHERWISE NOTED,ALL WATER SERVICES ARE TO BE 1"TYPE K COPPER PIPE INSTALLED PER C.O.B.STD.DWG.NO.02660-6. 2 VICINITY MAP � CONSTRUCTION ROUTE MAP 3. CAP 4"FIRE SERVICES. JOINT RESTRAINT TABLE 4. INSTALL IN TRENCH PER C.O.B.STD.DWG.N0.02221-1. 4 C1.0 SCALE:1"=300' C1.0 SCALE: 1"=300' C 1.O SCALE:NTS #200860