The URL can be used to link to this page

Home My WebLink About001 C1.0 COVER 36x24 COVER �DATAE P P-% —,�1 D PROJEC ENGINF-681 A �19 0 2023 BOGERT PLACE RECONSTRUCTION PROJECT DRAWN BY: KMG CHECKED BY: CITY OF B OZEMAN MONTANA APPROVED BY: DATE: 12-07-20 dd MARCH 2O23 z 0 B OZ GENERALNOTES LEGEND w oar 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS EXISTING GAS LINE STANDARD SPECIFICATIONS,6TH EDITION.AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS.6TH EDITION,INCLUDING ADDENDUMS.THESE PLANS,AND THE K"� CONTRACT DOCUMENTS. IL 6 SD EXISTING STORM DRAIN 2. THE BASELINE SURVEYING FOR BOGERT PLACE WAS DONE IN 2022 BY SANDERSON STEWART.3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THE EXISTING WATER MAIN CONTRACTOR SHALL FELT) ES PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE Lam, 0 FOR UTILITY LOCATES PR,OIVETR0lFy AND nUD`UlR,,G CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS 0 PROTECT EXISHNG LTH 4EC"EX`SNT�lyNGT`WATER LINES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT OF NEW WATER LINES. 6. EXISTING WATER SERVICE ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF THIS PROJECT BASED ON U A/� .(8 8 3 ACTUAL FIELD CONDITIONS. —T— EXISTING TELEPHONE LINE m 5 ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED IN TEMPORARY WATER SYSTEMS-SPECIAL PROVISIONS. EXISTING OVERHEAD POWER • Co. 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FEET VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING SANITARY SEWER MAINS OR STORM DRAIN �p EXISTING UNDERGROUND POWER MAINS UNLESS OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 0 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED TO THE CITY OF BOZEMAN WATER DEPARTMENT. RV III ryT$ EXISTING SEWER MAIN 8. MAINTAIN A MINIMUM OF 6.5 FEET OF COVER OVER THE NEW WATER MAINS.WHERE MINIMUM COVER m 00 CANNOT BE OBTAINED.PROVIDE INSULATION BOARD AS DETAILED ON THE PLANS. o it VICINITY MAP 9. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE ENGINEER EXISTING SEWER SERVICE AUTHORIZES 10.VIER FyH TE WATER SERVICE LINES SHO ON THE PLANS APPROXIMATE. CORACTOR SHALL THE LOCATION AND DEPTH OFWN SE EACH RVICE PRIORARE IN TO STALLATION OFTHE NT THE NEW WATER MAINS. EXISTING CATCH BASIN INDEX 11. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED o 'rh APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES.WHICH EXISTING CURB STOP Birch St. St. COVER SHEET Cl VARY IN SIZE AND COMPOSITION. 12. TRANSITIONS TO MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS.COUPLINGS,OR OTHER L9 Hemlock • St. EXISTING TOPO&CONTROL C1.6 FITTINGS TOMCOMPLETE CONNECTIONS.ENISTING WATER LINES VARY IN COMPOSITION AND MAY BE D.I.P., EXISTING WATER GATE VALVE C.I.P.,OR OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL BE WATER IMPROVEMENTS STA.0.00 TO 4+00 Wl VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR 70 BACKnUJNG. EXISTING FIRE HYDRANT Juniper St. ❑ SEWER IMPROVEMENTS STA.0+00 TO 4+00 SI THE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PLANS OR Tamarack-St- IN' E SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS STORM IMPROVEMENTS SM 0+00 TO 3+00 SDI REPRESE PRIOR TO MAKING ANY CHANGES IN THE WORK. 3:X EXISTING STREET LAMP BOGERT PLACE IMPROVEMENTS RI&IR2 14.THE NCTOANTTrVREACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY FOR HIS WORKERS AND THE PUBLIC.ATE SANITATION IF SHALL BE PROVIDED BY THE CONTRACTOR FOR HIS PERSONNEL. 'Par s' SGNAGE&STRIPING IMPROVEMENTS SX1 15.THE CONTRACTOR N SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING EXISTING SEWER MANHOLE IG V ADEOU DETAILS SHEET DI CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. DETAILS SHEET D2 16. EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED WITH CONCRETE AT EXISTING STREET SIGN rang -N- ALL OPENINGS. 1112QFST� 17. LEAD WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH to L—j E' rldl. S COPPER SERVICES UP TO THE THE CURB BOX.COPPER SHALL BE INSTALLED FROM THE CURB BOX TO RIGHT OF WAY THE METER OR TO A POINT WHERE THE EXISTING SERVICE TRANSITIONS TO COPPER. A; ` Davis F-1 18. THE CONTRACTOR QHALL ADJUST ALL VALVE BOXES AND MANHOLES To FINAL GRADE UPON PROPOSED FIRE HYDRANT o. St. COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY L S St. THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 19. ALL BACKFILL FOR UTILITY TRENCHES SHALL BE'TYPE A'uTiLiziNG'TYPE V BEDDING UNLESS dCJ PROPOSED WATER GATE VALVE DIRECTED OTHERWISE BY ENGINEER- SPECIFIED BEDDING SHALL BE FROM 4'BENEATH THE PIPE TO 6' t ABOVE THE TOP OF PIPE.(SEE MPWSS STD.02221-1). THE COST OF THIS BEDDING SHALL BE INCLUDED IN THE UNIT PRICE BID. W/V.B. WITH VALVE BOX. E1E1E1=E1E1F-] 20. THE CONTRACTOR IS RESPONTS BILE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT HIS EXPENSE. STREETS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THEENGINEER. C) E::]E:l EROSIO AND STORM WATER POLLUTION SHALL BE CONTROLLED IN ACCORDANCE WITH THE APPROVED PROPOSED 8"WATER MAIN =InI B.bcock U U F�-5[A D U2❑El S'SL STORM WATER POLLUTION PREVENTION PLAN. a b 21. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS PROPOSED SEWER MAIN DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT CONTRACTORS EXPENSE. 0", 1.4 Fcu�rt❑0 A 1:1111:1❑ ❑Curtiss St 22. ALL UTILITY CONDUITS SHALL BE BURIED A MINIMUM OF 24"FROM FINISHED GRADE WITH TYPE A E. u as 6 BACKFlLL,UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. ALL LOCATIONS ARE PROPOSED STORM DRAIN 0-4 0 1:11:111 F—Li E 0 A SERVICE LINE KEY SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER. Bogert Pl. McAdow 23. WHERE NEW PAVEMENT is ADJACENT To EXISTING PAVEMENT,SAWCUIT 12'MINIMUM(OR AS UC UC PROPOSED UTILITY CONDUIT [:1 U Q �[:IF-]Ell = DIRECTED BY ENGINEER)FROM THE EXISTING EDGE TO PROVIDE A BUTT JOINT. TACK THE SAWCUT EDGE 04 Stor L WITH CSS 1H OR SS-11-1 EMULSIFIED ASPHALT PRIOR TO PLACING THE ADJACENT NEW PAVEMENT. ❑ 24• ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED TOP OF CURB ALONG PROPOSED SPILL CURB E:MJQ 01:1011 PROPOSED WORK ADDRESS PLANS. THE ALIGNMENTS INDICATED ON Q001 1:1001:1 E AREA WITH VALVE BOX.X X/ 25. ALL DISTURBED AREAS SHALL BE SODDED BY THE CONTRACTOR AS DESCRIBED IN THE CONTRACT PROPOSED CATCH CURB o Ellis St. C) DOCUMENTS. ❑ El 11 U�l Ist][In 1:1 E]Ll 2. ACCESS FOR OTHER CONTRACTORS WORKING ON THE SITE AND EMERGENCY VEHICLES SHALL BE SIZE—'/YZN\ITIIIII TYPE P6 XX XX ? - UNKNOWN RESERVED AT ALL TIMES IN ACCORDANCE WITH THE SPECIAL PROVISIONS IN THE PROJECT MANUAL- �13 FINISH GRADE SPOT ELEVATION Q20t Ice Pond Rd. C=COPP-EW C.I. CAST IRON ❑avj Fa-nl❑dE�El D.I. DUCTILEOIRON DETECTABLE WARNING SURFACE L=LEAD SHEET NO. I -C Cle GAL-GALVANIZED D a❑ \� I.S. I NSIDENPROPERTY O.S. OUTSIDE PROPERTY Montana E�JQOOEI C 1 OF 10