HomeMy WebLinkAboutCattail Duplexes - 2979-2983 Fen WayGENERAL NOTES1. ALL ITEMS LISTED IN THESE NOTES ARE INCIDENTAL TO THE PROJECT AND WILL NOT BE PAID FOR SEPARATELY UNLESS NOTED AND/OR A SPECIFIC ITEM IS LISTED IN THE BIDTABULATION.2. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF PLANS AND SPECIFICATIONS WHICH HAVE BEEN APPROVED BY THE APPROPRIATEAGENCIES.3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS (SEE LIST BELOW). THE CONTRACTOR MUST HAVE A COPY OF THESEDOCUMENTS ON SITE AT ALL TIMES. WHEN REQUIREMENTS IN THE DRAWINGS AND THE APPLICABLE STANDARDS CONFLICT THE MORE STRINGENT REQUIREMENT SHALLAPPLY.4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK ON THE PROJECT AND/OR WORK IN THE PUBLICRIGHT-OF-WAY.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER OF ANY PROBLEMS IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSEDIMPROVEMENTS PRIOR TO ITS CONSTRUCTION.6. THE OWNER SHALL BE RESPONSIBLE FOR RESOLVING CONSTRUCTION PROBLEMS THAT ARISE DURING CONSTRUCTION ACTIVITIES DUE TO CHANGED CONDITIONS OR DESIGNERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PROJECT “RECORD DRAWINGS” PER THE APPLICABLE STANDARDS. THE CONTRACTOR SHALL ALSO PROVIDE ONE(1) COPY EACH TO THE OWNER, ENGINEER, AND ANY OTHER APPROPRIATE AGENCIES PRIOR TO FINAL ACCEPTANCE OF THE WORK.8. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.INCIDENTAL DAMAGE9. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY PUBLIC OR PRIVATE IMPROVEMENTS, IN KIND, THAT WERE REMOVED OR DAMAGED DURING CONSTRUCTION INCLUDINGBUT NOT LIMITED TO: RESIDENTIAL SERVICES, SIGNS, WATER LINES, SEWER LINES, ETC.10. THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING LANDSCAPING, IN KIND, THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALLGUARANTEE SAID LANDSCAPING FOR ONE YEAR (1) AFTER THE FINAL ACCEPTANCE OF THE CONSTRUCTION.11. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.12. THE CONTRACTOR SHALL FIX ANY DAMAGE OR EXCESSIVE PAVEMENT FAILURES OUTSIDE OF THE PROJECT LIMITS CAUSED BY PROJECT CONSTRUCTION AND SHALL PROPERLYBARRICADE THE AFFECTED AREA UNTIL NECESSARY REPAIRS ARE COMPLETE. FAILURE BY THE CONTRACTOR TO CORRECT ANY OF THE ABOVE CONDITIONS WITHIN PUBLICRIGHTS-OF-WAY WITHIN 48 HOURS OF WRITTEN NOTICE BY THE INSPECTING AGENCY SHALL CAUSE THE INSPECTING AGENCY TO ISSUE A STOP WORK ORDER. AT THIS TIME,THE AGENCY MAY PERFORM THE CORRECTIVE WORK AND MAKE A CLAIM AGAINST THE ESCROW BOND FOR ANY COST INCURRED BY THE AGENCY.INSPECTIONS AND MATERIAL TESTING:13. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE APPROVING AGENCIES, AGENCY INSPECTORS, AND OWNER'S REPRESENTATIVES REGARDING MATERIALTESTING AND INSPECTION PROCEDURES. ANY REQUIRED RE-TESTING, RE-WORK, OR DELAYS RESULTING FROM THE FAILURE OF THE CONTRACTOR TO FOLLOW THEAPPROPRIATE PROCEDURES SHALL BE AT THE CONTRACTOR'S EXPENSE.14. THE DUTY OF THE AGENCY REPRESENTATIVES, OWNER, OR OWNER'S REPRESENTATIVES TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOTINTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.ROADWAY RECONSTRUCTION:15. CONTRACTOR SHALL ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, AND VALVE COVERS TO FINISH GRADE PRIOR TO FINAL MATERIAL PLACEMENT.16. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGS OR OTHER DEVICES NECESSARY TO PROVED FOR PUBLIC SAFETY IN ACCORDANCE WITH THECURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.GRADING AND DRAINAGE:17. A WATER TRUCK, IF CALLED FOR BY AN AGENCY INSPECTOR OR OWNER'S REPRESENTATIVE, WILL BE PROVIDED TO KEEP WIND EROSION IN CHECK.18. ANY SETTLEMENT OR SOIL ACCUMULATION BEYOND THE PROPERTY LIMITS DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR.UTILITIES:19. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS AND APPROVING AGENCIES FOR ANY PLANNED INTERRUPTION OF UTILITY SERVICES SUCHAS ELECTRICAL, TELEPHONE, WATER, SEWER, GAS, ETC.20. THE CONTRACTOR SHALL PROVIDE TRENCH BACKFILL MATERIAL AND COMPACTION OF BACKFILL STANDARDS. IF IN THE OPINION OF THE AGENCY OR OWNER'SREPRESENTATIVE THE EXCAVATED MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL. THE CONTRACTOR SHALL PROVIDE 1'' AGGREGATE BASE COURSE (ABC) MATERIALFOR TRENCH BACKFILL. THE CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR CUBIC YARDS OF 1'' ABC WITH THEIR BID.21. CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCIES FOR THE LOCATION OF UNDERGROUND GAS, ELECTRIC, TELEPHONE, FIBER OPTIC, CABLE TV, AND ANY OTHERPUBLIC OR PRIVATE UTILITIES AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.22. EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE AND ALL EXISTING MAY NOT BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FORVERIFYING CROSSINGS AND DEPTHS PRIOR TO CONSTRUCTION.COVER SHEET-AS BUILT2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-0MS06/06/2024LEGENDEXISTING SIDEWALKPROPOSED SIDEWALKASPHALT DRIVEWAY/PARKINGELEVATION BENCHMAKSLOT 4A4683.83LOT 4BNW CORNERNE CORNERSW CORNERSE CORNERSW CORNERSE CORNER4679.824684.674680.744684.474682.94CIVIL SHEET SET INDEXC-1SITE PLANGRADING PLANUTILITIES SITE PLANWATER MAINSEWER MAINCOB REFERENCED DETAILSC-2C-3C-4C-5C-6COB REFERENCED DETAILSC-7COB REFERENCED DETAILSC-8COB REFERENCED DETAILSC-9VICINITY MAPCATTAIL DUPLEXESAPPROVING AGENCIES: CITY OF BOZEMAN & MONTANA DEQAPPLICABLE STANDARDS: 2020 INTERNATIONAL BUILDING CODE, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTIONINSPECTING AGENCIES: CITY OF BOZEMANENGINEER: SYNERGY ENGINEERING AND KONTSULTING/ 3731 EQUESTRIAN LANE STE 102, BOZEMAN, MT 59718/ 406-624-6137DEVELOPER: DIXSON & COMPANY INC/PO BOX 6099, BOZEMAN, MT 59771/ 406-539-7335CALL 811, 48 HOURS BEFORE YOU DIG FOR LOCATION OF ALL UNDERGROUND UTILITIESFEN WAYDAVIS LANECATTAIL STREETCATRON STREETDOWNY LANESAVANNAH STREETCATAMOUNT STREET
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WUTILITIES SITE PLAN - AS BUILT2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-3MS06/06/2024N 89°47'54" W203.82'N 89°43'15" W203.57'S 00°12'38" W77.00'S 00°04'40" W75.23'N 00°17'32" W75.30'N 00°11'20" W75.22'2979 FENWAY LOT 4B15,506SQFT0.356 AC.2983 FEN WAYLOT 4A15,327 SQFT0.352 AC.N 89°46'39" W203.54'EXISTING N.W.E TRANSFORMERBOX/DATA PEDESTAL/NGEX. CURB & GUTTEREX. FIREHYDRANTUSPS CLUSTER BOXEX. 1-1/2" WATERSERVICE W/CURB STOPREMOVED INSTALLED 8"DIP WATER MAIN SEE C-4SAWCUT & PATCHINSTALLED 8" PVCSAN SEWERSERVICE, S=2%MIN. SEE C-50102030LEGENDELEVATION BENCHMAKSLOT 4A4683.83LOT 4BNW CORNERNE CORNERSW CORNERSE CORNERSW CORNERSE CORNER4679.824684.674680.744684.474682.94SCALE 1"=10'-0"BENCH MARK SEE TABLE (TYP)EXISTING N.W.E TRANSFORMERBOX/DATA PEDESTAL/NGPROPERTY LINEPROPERTY LINEINSTALLED MANHOLE(MAIN IE=4671.33)INSTALLED SADDLE FITTINGEX. 4" SAN. SERVICE(IE=4671.82)4" CLEAN OUT (TYP)C-7D-3END CAP WITHTHRUST BLOCKINSTALLED 12" X 8'' TAPPINGSLEEVE AND VAVLE1 12 " WATERSERVICE LINEC-7D-2GAS, POWER,FIBER METER (TYP)4" PVC SCH40SEWERSERVICE (TYP)MAN HOLE SEE#4#5CURB STOP (TYP)C-9D-1C-7D-38"X4" SADDLEFITTING (TYP)C-7D-1C-9D-3C-9D-2C-8D-124'X70' EXISTING PUBLICACCESS & UTILITYEASEMENT (PLAT J-369-A)10' UTILITY EASEMENT30'X117' PUBLIC ACCESS& UTILITY EASEMENT12' EXISTING UTILITYEASEMENT (PLAT J-369-A)RETENTION PONDFIRE/EMSTURNAROUND10' UTILITY EASEMENT 1" WATERSERVICE LINE1 12 " WATERSERVICE LINE1 12 " WATERSERVICE LINEBO2" BLOW OFF VALVEEXISTING SIDEWALKPROPOSED CONCRETESIDEWALK/PARKINGASPHALT DRIVEWAY#A#B#C#A#B#A#B#C#A#B#C2981 FENWAY2983 FENWAY2979 FENWAY2977 FENWAY06/14*/2024
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W W 1.64.97.6175.70' of 8" PVC @ -0.40%175.70' of 8" PVC @ -0.40%175.70' of 8" PVC @ -0.40%175.70' of 8" PVC @ -0.40%5.57.67.67.76.28" SEWER SERVICE AS-BUILT2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-5MS06/06/20240102030LEGENDEXISTING SIDEWALKPROPOSED SIDEWALKASPHALT DRIVEWAY/PARKINGSCALE 1"=10'-0"PI 1PI #1 STA. 0+00.00MANHOLESTA. 0+33.40GAS LINESTA. 0+30.50POWER/FIBER/TV LINESINSULATED WHERE COVERIS LESS THAN 6 FEETSTA. 0+12.0612" WATER MAINPI #5 STA.1+79.70MANHOLE8" SAN SEWER SERVICE,S=0.4%4" CLEAN OUT (TYP)4" PVC SCH40SEWER SERVICE(TYP)MANHOLESTA=1+79.70RIM ELEV.=4684.47INV. ELEV.=4676.10FINAL GRADEMANHOLESTA=0+00.00RIM ELEV.=4681.86DROP INV. ELEV.=4675.40PI 2PI 4PI 3PI 5PI #2 STA. 1+28.498"X4" IN LINE WYE FITTINGPI #3 STA. 1+35.428"X4" IN LINE WYE FITTINGPI #4 STA. 1+53.158"X4" IN LINE WYE FITTING24'X70' EXISTING PUBLICACCESS & UTILITYEASEMENT (PLAT J-369-A)FIRE/EMSTURNAROUND30'X117' PUBLIC ACCESS& UTILITY EASEMENT12' EXISTING UTILITYEASEMENT (PLAT J-369-A)4672.73 BOTTOM OF PIPE4673.83 TOP OF PIPEORIGINALLY PROPOSEDALIGNMENTPROPERTY LINEDRIVEWAY MANHOLEINVERT 4676.1DROP INVERT 4675.40PLUG INVERT 4671.58NOTES1) COB APPROVED SEWER ALIGNMENT MODIFICATION ON 5/03/2023. SEWER MAIN CROSSES 18'' ABOVE THE WATER MAIN.#A#B#C#A#B#A#B#C#A#B#C2981 FENWAY2983 FENWAY2979 FENWAY2977 FENWAY06/14/2024
COB REFERENCED DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-6MS06/06/2024NOT TO SCALEC-6D-3RESIDENTIAL DRIVEWAY APPROACH AND SIDE WALK DETAILNOT TO SCALEC-6D-2INTEGRAL CONCRETE CURB & GUTTERNOT TO SCALEC-6D-1PAVEMENT SECTION
COB REFERENCED DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-7MS06/06/2024NOT TO SCALEC-7D-1SANITARY SEWER SERVICE LINENOT TO SCALEC-7D-2SANITARY SEWER CLEAN OUTNOT TO SCALEC-7D-3STANDARD STRAIGHT MANHOLE
COB REFERENCED DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-8MS06/06/2024NOT TO SCALEC-8D-1TYPICAL BLOW OFFNOT TO SCALEC-8D-3WATER SERVICELINENOT TO SCALEC-8D-2WATER SERVICE INTERIOR SERVICE
COB REFERENCED DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-9MS06/06/2024NOT TO SCALEC-9D-2THRUST BLOCK FOR WATER MAIN FITTINGSNOT TO SCALEC-9D-1WATER SERVICE FROM CURB STOP TO BUILDINGNOT TO SCALEC-9D-3THRUST BLOCK FOR WATER MAIN VALVES
AS-BUILT MANHOLE DETAILS2979-2983 FEN WAY DUPLEXESFIGURE NUMBERDRAWN BY:DATE:C-10MS07/16/2024