BASKETBALL COURT EXPANSIONOREGON HILL PARKPHASE II ORHILLSSITEPLAN-C1_encrypted_.pdfreinforced...
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BY: BY: BY: FILE NO.: CHECKED: DRAWN: DESIGN: SHEET: DRAWING FILE: HARDEY GROUP, INC. BASKETBALL COURT EXPANSION OREGON HILL PARK PHASE II MEDFORD PARKS AND RECREATION MEDFORD, OREGON C1 C3 HORIZ. CONTROL PROJECT C2 GRADING AND PAVING UTILITIES C4 OWNER COVER SHEET C1 CITY ENGINEERING DEPARTMENT VICINITY MAP BENCHMARK DATA SHEET INDEX UTILITY INFORMATION PRIOR TO COMMENCING CONSTRUCTION BEFORE ANY CONSTRUCTION STARTS, CONTRACTORS MUST NOTIFY THE UTILITY COMPANY'S ABOVE. THIS SHOULD BE DONE 48 HOURS GENERAL NOTES NOTES: PLAN REVIEW SUBMITTAL Feet 1" = 20" 100 50 0 25 LEGEND D1 DETAIL SHEET 1 DETAIL SHEET 2 D2 NOTE: THESE PLANS ARE PRELIMINARY UNTIL RECEIVING FINAL APPROVAL FROM THE BUILDING DEPARTMENT AND/OR INCORPORATING ANY FINAL REVIEW COMMENTS. AT THAT TIME A FINAL "CONSTRUCTION SET" OF PLANS WILL BE ISSUED BY THIS OFFICE. P:\Sdskproj\746-21-15 MFR Parks_Oregon Hills Park 2\dwg\ORHILLSSITEPLAN.dwg DIGITAL SIGNATURE (Apr 28, 2016) DIGITAL SIGNATURE
BASKETBALL COURT EXPANSIONOREGON HILL PARKPHASE II ORHILLSSITEPLAN-C1_encrypted_.pdfreinforced concrete storm drain pipe shall conform to aashto m170 (astm c76m) and 2002 oregon reinforced
This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Hardey Group, Inc. and is not to be used, in whole or in part, for any other purpose without the written authorization of Hardey Group, Inc.
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4/16
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4/16
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JLH
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746-21-15
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ORHILLSPLAN.DWG
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UTEL
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CATV
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BURIED CABLE TV LINES
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BURIED TELEPHONE LINES
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TELE
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OHP
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DB
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TC
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COORDINATE SYSTEM
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BASIS OF ELEVATIONS:
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EX. CULVERT
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DRAWING NO.
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PROJECT NO.
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APPROVED BY
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DATE
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APPROVED BY
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APPROVED BY
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APPROVED BY
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DATE
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DATE
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DATE
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DATE
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DATE
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CHECKED BY
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DRAWN BY
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REVISED AS CONSTRUCTED BY
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DATE BY
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REVISION
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NO.
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JLH
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JTH
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C1
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MEDFORD, OREGON
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OREGON HILLS PARK PHASE II
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BASKETBALL COURT EXPANSION
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GUARD RAIL
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SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
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RETAINING WALL
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PLUG
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METER
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TEE
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REINFORCE CONCRETE PIPE
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CORRUGATED METAL PIPE
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REINFORCE CONCRETE BOX CULVERT
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SIGNS (TRAFFIC, INFORMATION)
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FFE
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FS
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(00.00)
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CF
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00.00
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FG
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FINISH FLOOR ELEV.
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FINISH GRADE
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FINISH SURFACE
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EXISTING ELEV.
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FINISH ELEV.
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CURB FACE
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RCP
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CMP
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RCB
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GL
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FL
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CB
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CI
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HYD
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TB
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GV
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HYD
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FLOW LINE
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CURB INLET
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EX. FIRE HYDRANT
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THRUST BLOCK
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FIRE HYDRANT
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DITCH BOTTOM
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CATCH BASIN
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GUTTER LINE
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GATE VALVE
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G
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1398
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1398
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PROPOSED SEWER
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PROPOSED GAS
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PROPOSED WATER
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PROPOSED STORM DRAIN
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PROPOSED CONTOUR
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PROPERTY OR R-O-W
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EXISTING CONTOUR
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TOP OF CURB
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SDMH
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SSMH
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GRAIL
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RETWALL
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OVER HEAD POWER
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UNDER GROUND TELEPHONE
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RENEWAL DATE: 6/30/2017
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Y
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A
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H
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N
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1
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1
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9
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7
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9
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OREGON
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10,419
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4
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200 ANTELOPE ROAD
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OREGON DEPT. OF TRANSPORTATION
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ROLF PITTS
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(541) 774-6342
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WHITE CITY, OREGON 97503
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MEDFORD, OR 97501
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TELEPHONE COMPANY:
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(541) 776-8128
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LINDA GUPTILL
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QUEST
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132 WEST 4TH ST.
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926 SOUTH GRAPE STREET
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CABLE TELEVISION:
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CHARTER COMMUNICATIONS
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BRAD DILL
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200 SOUTH IVY STREET, RM 257
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PORTLAND, OREGON 97204-1390
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(541) 774-2300
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MEDFORD, OR 97501
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CITY OF MEDFORD FIRE DEPARTMENT
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(541) 282-8672
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811 SW 6TH AVE.
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(503) 229-5876
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GREG KLEINBERG
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FIRE DISTRICT:
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OREGON DEPT. OF ENVIRONMENTAL QUALITY:
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MEDFORD, OREGON 97501
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AVISTA UTILITIES
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ERIC JOHNSON, PE
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(541) 774-2452
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WATER:
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MEDFORD, OREGON 97501
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MEDFORD WATER COMMISSION
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200 S. IVY STREET, RM #177
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(541) 776-5417
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925 SOUTH GRAPE STREET
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JESSE PHILLIPS
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PACIFIC POWER
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(541) 941-4055 CELL
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P.O. BOX 1709
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MEDFORD, OREGON 97501
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ELECTRIC COMPANY:
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MEDFORD, OREGON 97501
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DAVE McFADDEN
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GAS COMPANY:
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200 SOUTH IVY STREET, SECOND FLOOR
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CITY OF MEDFORD PUBLIC WORKS
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ALEX GEORGEVITCH, PE
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(541) 774-2115
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MEDFORD, OR 97501
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BUILDING AND SAFETY
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(541) 774-2350
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200 SOUTH IVY STREET, SECOND FLOOR
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MEDFORD, OR 97501
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CITY OF MEDFORD
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138 WEST VILAS ROAD
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RVS
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WADE DENNY, PE
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(541) 779-4144
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CENTRAL POINT, OREGON 97502
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CITY OF MEDFORD DATUM CITY OF MEDFORD BENCHMARK: A-474 ELEV =1724.848 BRASS CAP ON CURB INLET AT NORTHWEST CORNER OF MCANDREWS ROAD AND CHABLIS TERRACE
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NAME: US STATE PLANE 1983 DATUM: NAD 1983 (CONUS) ZONE: OREGON SOUTH 3602 GEOID: GEOID09 (CONUS) SCALED TO GROUND AT SITE USING GROUND SCALE FACTOR 1.00008157029511
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CITY OF MEDFORD
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701 N. COLUMBUS AVENUE
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(541) 774-2400
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MEDFORD, OREGON 97501
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PARKS AND RECREATION
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MR. BRIAN SJOTHUN
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1.CONSTRUCTION SHALL CONFORM TO THE 2015 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PUBLISHED CONSTRUCTION SHALL CONFORM TO THE 2015 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PUBLISHED BY THE OREGON CHAPTER OF APWA & ODOT, AND THE CURRENT AMENDMENTS OF THE APPROVING AGENCY. AS WELL AS THE 2010 OREGON PLUMBING SPECIALTY CODE, MEDFORD WATER COMMISSION, WHERE APPLICABLE, CONFORM TO THE STANDARDS AND SPECIFICATIONS OF RVS AND CITY OF MEDFORD. 2.ALL CONCRETE SHALL BE 3300 PSI AT 28 DAYS UNLESS OTHERWISE SPECIFIED. THE CITY MAY ARRANGE FOR ALL CONCRETE SHALL BE 3300 PSI AT 28 DAYS UNLESS OTHERWISE SPECIFIED. THE CITY MAY ARRANGE FOR CONCRETE TEST CYLINDERS TO BE TAKEN FOR THE BENEFIT OF THE CITY. 3.CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND/OR MAINTAIN EXISTING PUBLIC STREETS OF SOIL OR OTHER DEBRIS CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND/OR MAINTAIN EXISTING PUBLIC STREETS OF SOIL OR OTHER DEBRIS DEPOSITED BY CONSTRUCTION OPERATIONS AND REPAIR ALL STREETS DAMAGED BY CONSTRUCTION OPERATIONS IN A TIMELY MANNER TO AVOID INCONVENIENCES OR HAZARDS TO THE PUBLIC. 4.CONTRACTOR SHALL NOTIFY OREGON UTILITY NOTIFICATION CENTER AT 1-800-332-2344, AND THE CITY OF MEDFORD CONTRACTOR SHALL NOTIFY OREGON UTILITY NOTIFICATION CENTER AT 1-800-332-2344, AND THE CITY OF MEDFORD ENGINEERING DEPARTMENT AT (541) 774-2100, THE MEDFORD WATER COMMISSION (541) 774-2430, 48 HOURS PRIOR TO BEGINNING WORK. 5.ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PRE-QUALIFIED WITH CITY OF MEDFORD PRIOR TO ANY ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PRE-QUALIFIED WITH CITY OF MEDFORD PRIOR TO ANY CONSTRUCTION OF THIS PROJECT. CONTRACTORS OR SUBCONTRACTORS SHALL BE PRE-QUALIFIED WITH MEDFORD WATER COMMISSION PRIOR TO ANY CONSTRUCTION OF THE PUBLIC WATER SYSTEM. 6.THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT AGENCY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT AGENCY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE SPECIFICATIONS. 7.WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. 8.REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE AGENCY'S ENGINEER BEFORE CHANGES ARE IMPLEMENTED. 9.WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ORS 757.541 TO 757.571, WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ORS 757.541 TO 757.571, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND-EXPOSE (POTHOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 10.PLACEMENT OR STORAGE OF SPOILS FROM THE SEWER LINE TRENCHES IS NOT PERMITTED ON HARD SURFACE STREETS PLACEMENT OR STORAGE OF SPOILS FROM THE SEWER LINE TRENCHES IS NOT PERMITTED ON HARD SURFACE STREETS WITHIN PUBLIC RIGHT-OF-WAY. SPOILS STORED IN OTHER RIGHT-OF-WAY AREAS SHALL BE COVERED TO PREVENT EROSION. 11.FORMS OF ADEQUATE SIZE AND CONFIGURATION TO MEET CONCRETE THICKNESS REQUIREMENTS SHALL BE USED FORMS OF ADEQUATE SIZE AND CONFIGURATION TO MEET CONCRETE THICKNESS REQUIREMENTS SHALL BE USED AROUND OUTSIDES OF OUTSIDE-DROP MANHOLES. 12.GRANULAR MATERIALS SHALL BE OBTAINED FROM A SOURCE APPROVED BY ODOT. THE CONTRACTOR SHALL NOTIFY GRANULAR MATERIALS SHALL BE OBTAINED FROM A SOURCE APPROVED BY ODOT. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF THE MATERIAL SOURCE PRIOR TO ANY GRANULAR MATERIAL PLACEMENT AND SHALL NOT CHANGE MATERIAL SOURCE WITHOUT APPROVAL. 13.THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ARE FROM RECORD DATA ONLY. THE CONTRACTOR THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHOWN ARE FROM RECORD DATA ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITIES IN POTENTIAL CONFLICT AREAS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY IF ANY CONFLICTS OCCUR. 14.ALL UTILITIES CONSTRUCTED HERE SHALL HAVE A MINIMUM COVER OF 3.0 FEET UNLESS OTHERWISE SPECIFIED. ALL UTILITIES CONSTRUCTED HERE SHALL HAVE A MINIMUM COVER OF 3.0 FEET UNLESS OTHERWISE SPECIFIED. 15.ALL UNCONNECTED SERVICES SHALL BE MARKED WITH A 2"x4" MARKER EXTENDING FROM 16. THE END OF THE ALL UNCONNECTED SERVICES SHALL BE MARKED WITH A 2"x4" MARKER EXTENDING FROM 16. THE END OF THE 16. THE END OF THE THE END OF THE SERVICE TO A POINT 2 FEET ABOVE THE GROUND WITH THE SIZE, TYPE AND DEPTH OF THE SERVICE INDICATED ON THE FACE OF THE MARKER. 16.OWNER WILL MAKE APPLICATION FOR AND PAY FOR ALL BUILDING PERMITS, 1200-C PERMITS, WETLAND PERMITS, AND OWNER WILL MAKE APPLICATION FOR AND PAY FOR ALL BUILDING PERMITS, 1200-C PERMITS, WETLAND PERMITS, AND ANY APPLICABLE SDC'S. CONTRACTOR SHALL PICK UP ALL PERMITS FROM BUILDING DEPARTMENT AND CALL FOR ALL INSPECTIONS. 17.CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE SIZE, TYPE, DEPTH OF MAIN, DEPTH OF LATERAL AT PIPE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE SIZE, TYPE, DEPTH OF MAIN, DEPTH OF LATERAL AT PIPE TERMINUS, TYPE OF CONNECTION AT MAIN, INSTALLATION DATE, LOCATION AND SKETCH OF LOCATION. 18.ALL PIPE LENGTHS ARE FROM CENTERLINE OF MANHOLE TO CENTERLINE OF MANHOLE, OR AS SHOWN. ALL PIPE LENGTHS ARE FROM CENTERLINE OF MANHOLE TO CENTERLINE OF MANHOLE, OR AS SHOWN. 19.ALL WATER WORKS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE MEDFORD WATER ALL WATER WORKS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE MEDFORD WATER MEDFORD WATER MEDFORD WATER COMMISSION STANDARD SPECIFICATIONS. 20.REINFORCED CONCRETE STORM DRAIN PIPE SHALL CONFORM TO AASHTO M170 (ASTM C76M) AND 2002 OREGON REINFORCED CONCRETE STORM DRAIN PIPE SHALL CONFORM TO AASHTO M170 (ASTM C76M) AND 2002 OREGON STANDARD SPECIFICATIONS. JOINTS SHALL BE IN ACCORDANCE WITH ASTM-C443 "STANDARD SPECIFICATIONS FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE USING RUBBER GASKETS." ALL RCP SHALL BE CLASS AND SIZE AS SHOWN ON PLANS. ALL HDPE STORM DRAIN PIPE SHALL CONFORM TO AASHTO M294 AND MEET WATERTIGHT SPECIFICATIONS OF ASTM D3034, PER 2002 OREGON STANDARD SPECIFICATIONS. ALL PVC PIPE SHALL MEET THE REQUIREMENTS OF ASTM D3034. ALL CORRUGATED STEEL PIPE SHALL BE ALUMINIZED AND CONFORM TO THE REQUIREMENTS OF AASHTO M274. 21.CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FOR WORKING WITHIN THE O.D.O.T. RIGHT-OF-WAY. CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FOR WORKING WITHIN THE O.D.O.T. RIGHT-OF-WAY. 22.PRIVATE ON-SITE STORM DRAIN SYSTEMS SHALL BE INSPECTED BY THE BUILDING AND SAFETY INSPECTOR. PRIVATE PRIVATE ON-SITE STORM DRAIN SYSTEMS SHALL BE INSPECTED BY THE BUILDING AND SAFETY INSPECTOR. PRIVATE STORM DRAIN CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE 2008 OREGON PLUMBING SPECIALTY CODE.
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