Loading...
HomeMy WebLinkAbout006 D1 NOTES AND DETAILS 09-04-2020 EXPANSION JOINT MATERIAL SHALL BE 14�4 GENERAL NOTES.• 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURBREPLACEMENT SHALL BE DONE WITH771. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND THE 9. ROAD SIGNS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT VERSION INTEGRAL CURB AND GUTTER UNLESS =CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". OTHERWISE APPROVED. I� wREQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT ALL EXISTING UTILITIES. 10. LIMIT CONSTRUCTION AND SUPPORT ACTIVITIES TO THE PROJECT LIMITS.2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT FROM THOSE 11. ALL EXCAVATION SHALL BE PERFORMED UTILIZING TRADITIONAL EXCAVATION GRADE ESTABLISHED AS 1/4" RISE PER � INDICATED ON THE PLANS OR IN THE SPECIFICATIONS, THE CONTRACTOR SHALL MEANS (BULLDOZER, EXCAVATOR, ETC). BLASTING OF ROCK MATERIALS SHALL FOOT FROM TOP OF ADJACENT FULL J fn NOTIFY THE REPRESENTATIVE PRIOR TO THE PERFORMANCE OF WORK. NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE REPRESENTATIVE. HEIGHT CURB OR MATCH EXISTING 1� 3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE SIDEWALK GRADE ��3 z CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD 12. ANY REMOVED STRUCTURES SHALL BE DISPOSED OF OFF THE SITE IN A SPECIFICATIONS FIFTH EDITION, UNLESS INDICATED OTHERWISE ON THE CONTRACT LAWFUL MANNER. m w DOCUMENTS. ORDER OF PRECEDENCE SHALL BE CITY OF BELGRADE MODIFICATIONS, 13. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO THE YI FOLLOWED BY MONTANA PUBLIC WORKS. REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. 5' 4. CONSTRUCTION SAFETY AND SANITATION FACILITIES SHALL BE PROVIDED BY 14. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, USING WATER OR 2%THE CONTRACTOR AND MAINTAINED BY THE CONTRACTOR. OTHER METHODS APPROVED BY THE REPRESENTATIVE. 77 F5.ROMHDAMOAGE SHALL ADJACENT PRIVATE AND PUBLIC PROPERTY 15. CONTRACTO,RASHALL ND FIELD LSVERIFY F INVERT ELEVATIONS, PIPE SIZES, LENGTHS, 1 \��/\ \�� UTILITIES IN THECTOR AREASHALL PRIOR BE RESPONSIBLE RBEGINNINGL ANY WORK TON TING ANY AND THIS PROJECT. ALL QUAN6. RTOSION CONTROL IS THE IES AND LOCATIONS SHOWNRESPONSIBILITY THE PLANS ARE FOR CONTRACTOR; ES ESTIMATING \ \ \/\/\/�\�/����,�\��\ \/\ DRAWN BY: HV PURPOSES ONLY. \\�\\�\\ 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, CHECKED BY: COL INCLUDING, BUT NOT LIMITED TO, DETOURS, SIGNAGE, AND FLASHING PERSONNEL. 17. ALL UTILITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND COMPACTED 4" LIFT OF 1-1/2" MINUS JOB N PER CITY OF BOZEMAN STANDARD DETAIL NO. 02112-1. CRUSHED GRAVEL MIN. 4" THICK S 356-01 18. WATER SERVICES SHALL BE INSTALLED PER CITY OF BOZEMAN LEVELING COURSE M-4000 CONCRETE PLOT SCALE: STANDARD DRAWING NO. 02660-15 AND 02660-16. IF 6.5 FT OF COVER IS } NOT PROVIDED, THE SERVICE SHALL BE INSULATED. m 19. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM w OF 24-HOURS PRIOR TO BEGINNING ANY WORK. SIDEWALK o TYPICAL SECTION NOT TO SCALE z STEEL POST MARKER a PAINTED BLUE U PROPERTY LINE OR 5 1/2 ' BOULEVARD EASEMENT (TYP.) LINE STREET SURFACE GROUND SURFACE 4 5' SIDEWALK yl 1 Z (TYP.) \ \ 1/4" BELOW TOP OF NEW \% \ a� \\ \\ PAVEMENT SURFACE 1 CURB BOX HEAVY DUTY MONUMENT BOX, SIMILAR 11.5' �j PROVIDE 5' STATIONARY TO CARD ENG. NO. 50608-1 (TYP.) ROD IN ALL CURB BOXES STREET PAVING & GRAVEL AS REQUIRED SEAL JOINT WITH RAM-NEK 6' MIN. COVER as 8" X 3' ROUND CONCRETE SLAB O SEE DETAIL s' ~SLIP HUB TO THREADED BELOW (TYPICAL EXCEPT IN SPECIAL ADAPTOR v TAP BY CONTRACTO CIRCUMSTANCES WHERE CITY HAS FROST APPROVED ALTERNATE LOCATION) EXPANSION THREADED PLUG A MUELLER CURB VALVE SLEEVE fTw. AND BOX w/ROD O Oold NON-SHRINK WATER MAIN CLEANOUT BACKFILL a O PIPE, 4" PVC ' ` NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL zV CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES GENERAL NOTES: 3' - 0" MIN. 45 1/8.BF,ND° 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 FOOT p COVER MEASURED FROM THE EXISTING GROUND SURFACE, END OF_ lY2EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER TRENCH DETAIL OF A NO MUELLER - LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A LEAD SELECT MATERIAL BACKFILL AREA STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER PROPERLY NO CORPORATION STOP (SEE SPECIFICATIONS) SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT INSTALLED COVER AT CURB STOP. SCORP TOP.ORATION j�/j% j�/j j�� j�/ j /j j//j� 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN / ON THE DRAWINGS OR AS SPECIFIED. TAP MAIN AT / /j/ / /j///j//j j//j//j j//�j//j j//j/// 1Y2" DIA. MIN. 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE SPRINGLINE. //j/ /jPIPE. 6" PVC STALL CURB STOP SO THAT OPERATING KEY IS PARALLEL 2 ////// ///////// /////////% 4. IN STALLTO STREET IN OFF-POSITION. // 11\j��\\ 6" MIN. END OF LINE CLEANOUT ANAL \ TRENCH BOTTOM IF REQUIRED USE PLUG STAMP O 9-04-20 TAPPING SADDLE Z D-1 (-21 WATER SERVICE CLEAN- OUT NOT TO SCALE NOT TO SCALE ©2004-2020 JDS ARCHITECTS ©ALPINE 2020