Loading...
HomeMy WebLinkAbout001 C1.0 COVER 36x24 COVER (3) y OAF BOZ, O .2 w�mannnm i . 4,oa rI T•q�,9 y4 APP%q�gD DATE PROJECT gENGINF-674 _ KELLEN M. GAMRADT s BOZEMA�-" ( No.40758PE ` �O °o d 0� 2023 BOGERT PLACE RECONSTRUCTION PROJECT °rate ti ENS_G .....slgAL`1�n��o��• DRARN BY:Y KM CHECKED BY: CITY OF BOZEMAN MONTANA APPROVED BY: DATE: 12-07-20 ' m dd MARCH 2O23 ul z 0 � a m GENERALNOTES LEGEND w oar 1. ALL WORK ON THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS EXISTING GAS LINE N •� STANDARD SPECIFICATIONS,6TH EDITION,AND THE CITY OF BOZEMAN MODIFICATIONS TO THE MONTANA O O v^Qi PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,INCLUDING ADDENDUMS,THEE PLANS,AND THE C ONTRACT DOCUMENTS. d 6 KRP.��P�YA1 frPi1� so— EXISTING STORM DRAIN O 2. THE BASELINE SURVEYING FOR BOGERT PLACE WAS DONE IN 2022 BY SANDERSON STEWART. U b O O N 3. THE LOCATION OF EXISTING UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND THE w EXISTING WATER MAIN CONTRACTOR SWILL FIELD VERIFY UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE Lam, FOR UTILITY LOCATES PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL MEANS ✓' O NECESSARY TO PROTECT EXISTING UTILITIES. PPz..77 6. 1�-I try W 883 4. EXISTING WATER ONES SHALL BE FIELD LOCATED PRIOR TO PLACEMENT THIS NEW WATER LINES EXISTING WATER SERVICE U N N ALIGNMENT OF NEW WATER LINES MAY REQUIRE MODIFICATION AS PART OF THIS PROJECT BASED ON W O ACTUAL FIELD CONDITIONS. EXISTING TELEPHONE LINE W m y •CC(/ /) ,�\`1�\ 5. ADVANCE NOTICE SHALL BE GIVEN TO ALL AFFECTED CUSTOMERS IN ACCORDANCE WITH THE PROJECT FTj p, ,( O SPECIFICATIONS.TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ALL CUSTOMERS AS SPECIFIED IN Ey /7��t/j \V(\Y TEMPORARY WATER SYSTEMS"-SPECIAL PROVISIONS. �"^ "P EXISTING OVERHEAD POWER • Co. > 6.A MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 1.5 FELT VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE NEW WATER MAIN AND EXISTING SANITARY SEWER MAINS OR STORM DRAIN EXISTING UNDERGROUND POWER PN # PNp MAINS UNLESS OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. �' uP Ili. y I o 7. ALL FIRES HYDRANTS REMOVED SHALL BE SALVAGED 7O THE CITY OF BOZEMAN WATER DEPARTMENT. N III M$ EXISTING SEWER MAIN O t0 8. MAINTAIN A MINIMUM OF 6.5 FEETOF COVER OVER THE NEW WATER MAINS.WHERE MINIMUM COVER LO 00 VICINITY MAP CANNOT BE OBTAINED,PROVIDE INSULATION BOARD AS DETAILED ON THE PLANS. o it S. TYPE 1 PIPE BEDDING SHALL BE USED FOR ALL NEW WATER MAINS UNLESS THE ENGINEER sss— EXISTING SEWER SERVICE •� Yp'� AUTHORIZES THE USE OF TYPE 2 BED I10. TE WATER SERVICE LINES SF UNSTABLE CONDITIONS ARE ENCOUNTERED. �I.7 GpV' t VERIFYH RAOR SHALL HTHE LOCATION AND DEPTH OFW EACH ERVICPLAN RIORETO INSTALLATION OFAPPROXIMATE. E THE NEEW�WATER MAINS. EXISTING CATCH BASIN Z INDEX o t, 4 11. THE SANITARY SEWER AND STORM DRAIN LINES SHOWN ON THE PLANS ARE LOCATED ' .ram °4• APPROXIMATELY. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTH OF THESE LINES,WHICH EXISTING CURB STOP VARY IN SIZE AND COMPOSITION. Birch St. St. `P( COVER SHEET Cl 12' O FIT TRANSITIONS LE MATCH EXISTING WATERLINES MAY REQUIRE SPOOLS,COUPLINGS,OR OTHER ' Hemlock St. O e9y EXISTING TOPO ffi CONTROL C1.6 FITTINGS TO COMPLETE CONNECTIONS.EXISTING WATER LINES VARY O COMPOSITION AND MAY BE D.I.P., EXISTING WATER GATE VALVE ' nI er (� C.I.P.,LY OTHER MATERIALS.ALL JOINTS THAT ARE NOT SUBJECT TO THE PRESSURE TEST SHALL BE O WATER IMPROVEMENTS STA 0+00 TO 4+00 W1 VISUALLY INSPECTED UNDER LINE PRESSURE BY CITY OF BOZEMAN PERSONNEL PRIOR TO BACKFlWNG. St. Sf a EXISTING FIRE HYDRANT ' Jumper St. « Tamarack St. z❑ SEWER IMPROVEMENTS STA.0+00 TO 4+00 51 IN WHERE CONDITIONS ARE ENCOUNTERED WHICH DEVIATE FROM THOSE INDICATED ON THE PLANS OR i - R THE SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OR HIS ❑ ❑❑�❑� � STORM IMPROVEMENTS STA.0+00 TO 3+00 SD1 REPRESENTATIVE PRIOR TO MAKING ANY CHANGES IN THE WORK. ' s an St. Sf EXISTING STREET LAMP r l Aapen St. ©❑❑❑❑ 3�❑ BOGERT PLACE IMPROVEMENTS R1ffiR2 14.THE CONTRACTOR I RESPONSIBLE FOR ALL E SAFETY FOR HIS WORKERS AND THE PUBLIC. v ADEQUATE SANITATION FACILITIES SHALL BE PROVIDEDIDED BY THE CONTRACTOR FOR HIS PERSONNEL. ' SIGNAGE&STRIPING IMPROVEMENTS SX1 �$ EXISTING SEWER MANHOLE 15.THE CONTRACTOR SHALL PROTECT ADJACENT PUBLIC AND PRIVATE PROPERTY FROM DAMAGE DURING a Z DETAILS SHEET D1 CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT HIS OWN EXPENSE. Pe c t.❑❑❑❑❑❑❑❑� ®❑^❑� DETAILS SHEET D2 AL EXISTING PIPE THAT IS ABANDONED IN PLACE SHALL BE CAPPED OR PLUGGED WITH CONCRETE AT — — EXISTING STREET SIGN ❑❑ < C IlShorlt St. i�ng St _N_ ALL OPENINGS. 9�q., 1 17. LEAD WATER SERVICES UNCOVERED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WffFi c ridla S Q 'oy 11 RIGHT OF WAY to U COPPER SERVICES UP TO THE THE CURB BOX.COPPER SHALL BE INSTALLED FROM THE CURB BOX TO °s THE METER OR TO A POINT WHERE THE EXISTING SERVICE TRANSITIONS TO COPPER. Villc St. w ! ` Davia St. CO THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLES TO FINAL GRADE UPON PROPOSED FIRE HYDRANT O W � ❑❑ n COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED O OTHERWISE DISTURBED BY W ❑�❑❑��r BeBei�I St. THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. �� 19. ALL BACKFTLL FOR UTILITY TRENCHES SHALL BE'TYPE A'UTILIZING'TYPE 1'BEDDING UNLESS dCJ PROPOSED WATER GATE VALVE (/] ���❑❑�❑ ABOVEDIRECTED OTHERWISE PIPE. ENGINEER. SPECIFIED BEDDING SHALL BE FROM IS BENEATH THE PIPE TO 6" z ABOVE THE TOP OF PIPE.(SEE MPWSS STD.02221-1). THE COST OF THIS BEDDING SHALL BE F INCLUDED IN THE UNIT PRICE BID. W/V.B. WITH VALVE BOX. ���© M❑e�l❑❑❑❑❑❑❑❑❑❑ M 20. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION w ®— O k St. ❑❑❑❑❑❑ AT HIS EXPENSE. STREETS SHALL ION WATERED 70 CONTROL DUST WHEN ORDERED BY THE ENGINEER. r \ O O Lam,�J� h PROPOSED 8"WATER MAIN v a k EROSION AND STORM WATER POLLUTION SHALL BE CONTROLLED IN ACCORDANCE WITH THE APPROVED pa r InI Babwck St.4 STORM WATER POLLUTION PREVENTION PLAN. � v 0���®�® ,n a❑❑❑❑❑�❑❑ E W 21. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS Olive St. e 9 DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT CONTRACTORS EXPENSE. PROPOSED SEWER MAIN ` r❑❑❑❑❑❑❑®❑❑❑❑ o� ❑ o ,1-11 Curt s St Curtiss St. 22. ALL UTILITY CONDUITS SHALL BE BURIED A MINIMUM OF 24"FROM FINISHED GRADE WITH TYPE A 1. , E. u as BACKFlLL,UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE N'ENGINEER. ALL LOCATIONS ARE PROPOSED STORM DRAIN �1 "❑❑❑❑❑❑©� ® � o cc0 SERVICE LINE KEY SHOWN APPROXIMATE AND SHALL BE FIELD FIT AS DIRECTED BY ENGINEER. r II��I N Bogert PI. McAdow 23. WHERE NEW PAVEMENT IS ADJACENT TO EXISTING PAVEMENT,SAWCUT 12"MINIMUM(OR AS UC UC PROPOSED UTILITY CONDUIT r/ ❑❑❑ S or St❑❑0[I m° •` "O DIRECTED BY ENGINEER)FROM THE EXISTING EDGE TO PROVIDE A BUTT JOINT. TACK THE SAWCUT EDGE FY' WITH CSS-1H O SS-1H EMULSIFIED ASPHALT PRIOR TO PLACING THE ADJACENT NEW PAVEMENT. W ❑ ❑ ick so St. ❑0❑❑❑ 5 Stor t. PROPOSED WORK / ADDRESS 24. ALL PROFILES REPRESENT EXISTING GROUND(DASHED LINE)AND FINISHED TOP OF CURB ALONG PROPOSED SPILL CURB ❑ ❑❑ Ald n ❑�❑❑ ` AREA WITH VALVE BOX. THE ALIGNMENTS EDI AREAS ON PLANS. ❑ ❑❑ St o Ellis St. X%X 2�UA DISTURBED AREAS SHALL BE SODDED BY THE CONTRACTOR AS DESCRIBED IN THE CONTRACT PROPOSED CATCH CURB O OII�❑❑0❑❑ //YZ\\ SIZE J MATERIAL TYPE PREERVm AT ALL TIMES NO ACCORDANCE WITH THE SPECIALPROVISIONS PROJECT MANUAL BE 13 FINISH GRADE SPOT ELEVATION ^ Ha 2 St. ❑,MF0F,�111:1❑❑ XX ?=UNKNOWN XX o= UNKNOWN ❑�❑l±l�❑❑ Ice Pond Rd. C=COPPER C.I. =CAST IRON CI V an S D.I. =DUCTILE IRON DETECTABLE WARNING SURFACE L=LEAD SHEET N0. 1 � Cle GAL=GALVANIZED 1"001:1 Da❑ I.S. =INSIDEPROPERTY 0.5. =OUTSIDE PROPERTY Montana Q F,,l 0❑❑ C 1 OF 10