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HomeMy WebLinkAboutMap -Walter's Pond Diversion 2020(CITY OF REXBURGL ALTERS POND DIVERSION �7120201[1 PROJECT LOCATION MAP WTR-01-20 PG 1 TITLE PAGE/ LOCATION MAP PG 2 GENERAL NOTES PG 3 OCATION PG 4 PROFILE VIEW PG 5 INLET STRUCTURE DETAIL I PG 6 MISC DETAILS l nlS tl. .a' E l / L CITY OF REXBURG PROJECT LOCATION MAP WTR-01-20 PG 1 TITLE PAGE/ LOCATION MAP PG 2 GENERAL NOTES PG 3 PLAN VIEW PG 4 PROFILE VIEW PG 5 INLET STRUCTURE DETAIL I PG 6 MISC DETAILS 05\ONAI- t;�V N N 1 AP6 0 t�0 9 vGSa OF V CITY OF REXBURG Amcnca's Family Community C VICINITY MAP OEU ALE P° °Moscow 1P PROJECT LOCATION P3 as o Ps REXB R BOISE n� SUN VALL Y AL x TO ABERDEE ' LACKFO °1 °6 oCATEL ae TW Ij ,o FALLS � � CITY OF REXBURG WALTERS POND TETON RIVER CONNECTION TITLE PAGE/ LOCATION MAP GENERAL NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS (I.S.P.W.C.) CONSTRUCTION AND THE CITY OF REXBURG'S REVISIONS. 2. PIPE MATERIAL FOR THIS PROJECT SHALL BE AS NOTED ON PLANS. 3. MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ON THESE PLANS 4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED 6. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS LIGHT POLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 7. GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 8. THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL WATER LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL. DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. A WATER METER WILL BE PROVIDED BY THE CITY AT NO CHARGE. 11. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. 12, THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 13. ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISE SPECIFIED ON PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THIS PROJECT. WATER LEVEL SHALL BE MAINTAINED ONE FOOT BELOW THE BOTTOM OF THE TRENCH. 16. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPE LENGTH. 17. ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID UNFORESEEN UTILITY INTERFERENCE. 18. MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, AND STRUCTURES (EXCEPT SEWERS) SHALL BE TWO FEET HORIZONTALLY, 19. THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THAT ARE NOT SHOWN ON THE PLANS. THESE MAY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL RETAIN AND PROTECT WHEN POSSIBLE AND REPLACE INKIND OTHERWISE. THIS WORK WILL BE INCIDENTAL TO OTHER BID ITEMS. 20. THE PHOTO SHOWN ON THESE PLANS WAS TAKEN IN 2017 AND DOES NOT ACCURATELY REPRESENT CURRENT DEVELOPMENT. 21. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 22. WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIOR TO: BACKFILLING TRENCHES FOR PIPE, PLACING OF AGGREGATE BASE, PLACING OF CONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 23. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THE PIPE LINE INSTALLATION. 24. PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND GUTTER, OR SIDEWALK IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING. 26. SURFACE REPAIR SHALL BE REPLACED IN-KIND AND BE INCIDENTAL TO THE OTHER BID ITEMS. 27. TRACER WIRE (#12 GREEN) IS REQUIRED ON ALL NEW PIPELINES CONSTRUCTED WITHIN THE CITY. 28. CONSTRUCTION WILL OCCUR ON LAND OWNED BY WALTERS READY MIX. CONTRACTOR SHALL COORDINATE WITH WALTERS READY MIX FOR ACCESS TO SITE AND CONSTRUCTION SCHEDULE. CONTRACTOR SHALL OBSERVE ALL SAFETY REQUIREMENTS OF WALTERS READY MIX. ACCESS TO THE SITE IS FROM 3RD NORTH THROUGH THE MAIN WALTERS READY MIX ENTRANCE. CITY OF REXBURG America's Family Community CITY OF REXBURG WALTERS POND TETON RIVER CONNECTION GENERAL NOTES S{A �A�✓, AN METER IN BY CITY) / STA. 4+31 ELEV 4( STA. 3+00 9/ LAW POINT INI INVERT ELEV = 30.50 STA. 3+22 TOP OF PIPE ELEV =32.50 / ELEV =29.47 /5 B C INSTALL ,5� TOP OF BANK 6 6 NEWCCP24"PIPE 9 FOR LOWER (PIPE BEDDING NATIVE A ELEV =34. TRENCH SEE DETAILS) TOP OFRIVFRB STA. 2+91 ELEV = 39.56 D _ _ 8y0 es .. 4 6 N $ ROCK USED FOR CONTROL POINT ELEV=40.00 /pj5� '4C A INSTALL MH ROAD HIGH PO 6 STA 2+45.70 ABRGRAVEL THROUG BERM URFACE TO EXISTING STA 2 CONDITIONS) ELEV 42.55 STA. TOPOFSLAPETOPO ELEV=It9l41-54 STA H41 ELEV =40.71 STA 0+70 30.85 POND WATER MARK DATA RECORDER E & SOLAR PANEL ON POST (BY CITY) 5 NORMAL WATER LEVEL IN SUMMER 2019 STA 0+65 \ELEV. 30.14 `PLACE RIP RAP AT OUTLET S1`' y�\pNAL Ns FN p� AGE �i L' 1 6 N� CZO2O 9 vGS, OF 0 ,d Address CITY OF REXBURG America's Familt) Community TH FORK ON RIVER a uY>5 Project Nalil and Address CITY OF REXBURG WALTERS POND TETON RIVER CONNECTION PLAN VIEW e � e ax a,y BACKFILL W/ NATIVE MATERIAL 24" PIPE @ 0.15% SLOPE TO POND VERIFY LIPREQUIRF.D FOR SLmEGATE INSTALLATION —24' PIPE @ 0.15% SLOPE TO POND I UPWARD OPENING 24" WINESLIDEGATE I DETAIL B BAR SCREEN MATCH RIVER BED SLOPE ,I DEE, =11 EXCAVATE TO ALLOW FLOW TO HEAD GATE SOLAR PANEL W/DATA LOGGER AND BATTERY DETAIL 2 POLE MOUNT DATA LOGGER SCALE: NO SCALE ELEVATION VIEW DETAIL I 44 BARS @12"O.C. E.W. 3"X}'FLAT STEEL BAR SCALE: 1"=1'-0" WELDED TO EACH BAR --� --1 ----� i4 BARS @ 12" O.C. E.W. I ` ° I, e I 1/a" TYPICAL SLOTS TO AIL OW 8' 6" SCREENREMOVAL al "X4 "FLAT BAR WELDED IID BOTTOM OF EACH BAR GRIND BACEFI r. AGAINST V t X2' FIAT WAIL. W17H STEEL BARS @ NAIIVEMATERIAI. 125' D.C.(LENGTH PLAN VIEW DETAIL I AS REQUIRED) SCALE 1'= E4Y TAPER LEADING EDGE PROVIDE (3) SST SELF DRHIINC ANCHOR BOLTS I ° ° I yS%ONAL WITH REMOVABLE WA SHER S & NUTS. - "n N ;OTR L FIELD VERIFY -^ „ ww HREQUIRED PROVIDE(2)t SST I ° a, I 5 � FOR SLIDE GATE SELF DRILLING ANCHOR BOLTS L J INSTALLATION PRIOR WITH REMOVABLE WASHERS &NUTS- DETAI,A T SCS- g—SCALE— DETAIL 9 I Gb DETAIL B SCALE: NO SCALE �7 �IZ `6, OF —I L T/N V. Finn Name and Address CITY OF REXBURG America's Family Community e— Pmjal Nemeend Address CITY OF REXBURG WALTERS POND TETON RIVER CONNECTION INLET STRUCTURE DETAIL I B' 4 FF. OR GREATER DEPTH, 7 PIPE DIA. 24" < LEGEND PLAN N.T.S. SECTION A -A N.T.S. 2000 Rfv&Ibrs (RENSED CITY OF REMM 2005) KOR-N-SEAL OR APPROVED EQUIVALENT. (� REPLACEMENT SURFACING TO MATCH FLUSH WITH EXISTING SURFACING (AC SHOVNX Q FRAME TO BE GROUTED TO GRADE RINGS. No FRAME AND COVER PER SD -507. NOT USED. ® CAST IN PLACE NAA E` BASE. SEE SD -501A I ldR PREFABRICATED BASE. NOTES: Q �TIOVAL PREFABRICATED AMAM/IXE BASE VITA APPROVED PIPE CONNECTIONS MAY BE USED WITH EASIAEERS APPROVAL, SEE SD -5014 PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. © FDR DIAMETER, D, GREATER THAN 24', SEE SD -SOB GP So -502 Q MANHOLE FRAME AND COVER, A. REFER TO DRAWING NO. SD -507. B. FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF PAVEMENT. Q WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. USE KOR-N-SEAL DR APPROVED EQUAL. © EITHER BASE M SD -501 OP SD -5014 MAY BE USED WITH ANY MANHOLE DESIGN. © PROVIDE MANHOLE CONCRETE REINFORCING TO ACCOMMODATE TRAFFIC LOADINGS. 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SECTION A -A N.T.S. 2000 Rfv&Ibrs (RENSED CITY OF REMM 2005) KOR-N-SEAL OR APPROVED EQUIVALENT. (� REPLACEMENT SURFACING TO MATCH FLUSH WITH EXISTING SURFACING (AC SHOVNX Q FRAME TO BE GROUTED TO GRADE RINGS. No FRAME AND COVER PER SD -507. NOT USED. ® CAST IN PLACE NAA E` BASE. SEE SD -501A I ldR PREFABRICATED BASE. NOTES: Q �TIOVAL PREFABRICATED AMAM/IXE BASE VITA APPROVED PIPE CONNECTIONS MAY BE USED WITH EASIAEERS APPROVAL, SEE SD -5014 PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. © FDR DIAMETER, D, GREATER THAN 24', SEE SD -SOB GP So -502 Q MANHOLE FRAME AND COVER, A. REFER TO DRAWING NO. SD -507. B. FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF PAVEMENT. Q WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 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' a AE a. QT SWINAL iEAal 9Aus slomlc xx o... �' O° a.Aa e -s e$BOX,c srsnv x ACComINf1 EM 9>S6$ uaWm FW eom wRA Aro aEx PPE SY OS itlM/.MM STASISAmx VNR VPR 9SL iM1E ND 4� XOR S $TKn11Y (144 acnovN¢X} I P � vvssuxW soA (Tm} p WEA WPAOAtx EK A NOTES nmp AcanB pp ®1 Frwwv v srcv->a. Q .xr�,s>asn © NxxX.A AE ¢9xXcv x9 acv -a iv4 u STANDARD DRAWING NO.SD-501 A mra`,�.E MODIFIED FOR DAHO TYPICAL TRENCH STANDARD DRAMNG FDR PUBLIC R STANDARDS N0. CITY OF REXBURG America's Family Community ,V S�ONAL �0" AGE IN,, D�I —I CITY OF REXBURG WALTERS POND TETON RIVER CONNECTION MISC. DETAILS M