BASE BID SITE PLAN · prepared excavation %%udiscus ring installation detail %%udiscus cage...
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Transcript of BASE BID SITE PLAN · prepared excavation %%udiscus ring installation detail %%udiscus cage...
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(E) VISITOR BLEACHERS
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(E) HOME BLEACHERS
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WV
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WV
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WV
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P
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WTR
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VLT
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INSTALL TEAM AREA & COACHING BOX
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(E) HIGH JUMP
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(E) LONG JUMP / TRIPLE JUMP
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(E) CONCESSIONS & RESTROOMS
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(E) STORAGE BUILDING
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N00°00'00"E 328.08' BASIS OF BEARING
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(E) MAINTENANCE BUILDING
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WV
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INSTALL SOCCER FIELD (YELLOW)
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INSTALL TEAM AREA AND COACHING BOX
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INSTALL CENTERFIELD SCHOOL EMBLEM AS SHOWN
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(E) CONTROL POINT NORTHING : 5358.11 EASTING : 4599.98 ELEVATION : 4700.55
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(E) CONTROL POINT NORTHING : 5686.20 EASTING : 4599.93 ELEVATION : 4700.64
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(E) POLE VAULT EVENT
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(E) SPIRIT ROCK
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(E) DISCUS EVENT
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(E) SHOT PUT EVENTS
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A.P.N. 1320-30-410-012 GRASSO, SALVATORE J & BETTY A
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A.P.N. 1320-30-410-005 HUNT, ALICE A & SOHLMAN, ROBERT
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A.P.N. 1320-30-410-004 WHITEFIELD, C DAVIDWHITEFIELD, C DAVID
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A.P.N. 1320-30-312-027 TERBORG, JAMES P & ARLENE R
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A.P.N. 1320-30-302-002 DOUGLAS COUNTY SCHOOL DISTRICTDOUGLAS COUNTY SCHOOL DISTRICT
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A.P.N. 1320-30-401-001 DOUGLAS COUNTY
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A
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SHEET INDEX
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BASE BID SITE PLAN BID ALTERNATE SITE PLAN DETAILS
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C1 C2 C3
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IMPROVEMENT PLANS FOR
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MINDEN, NEVADA
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A.P.N. 1320-30-302-002 1320-30-302-002 OWNER: DOUGLAS COUNTY SCHOOL DISTRICT ENGINEER: R.O. ANDERSON ENGINEERING, INC. P.O. BOX 2229 MINDEN, NEVADA 89423 (775) 782-2322
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VICINITY MAP
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PROJECT SUMMARY
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Y:\Client Files\0005\0005-134\CAD\Engineering\Improvement Plans\0005-134-BID-BASE-C1.dwg 1/5/2019 2:32:54 PM Jeremy J. Hutchings 1/5/2019 2:32:54 PM Jeremy J. Hutchings1/5/2019 2:32:54 PM Jeremy J. Hutchings Jeremy J. HutchingsJeremy J. Hutchings
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RENO 140 W. Huffaker Lane Suite 507 Reno, NV 89511 p 775.782.2322 f 775.782.7084
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MINDEN 1603 Esmeralda Ave P.O. Box 2229 Minden, NV 89423 p 775.782.2322 f 775.782.7084
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WWW.ROANDERSON.COM
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DHS FOOTBALL FIELD ARTIFICIAL TURF REPLACEMENT
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DOUGLAS COUNTY SCHOOL DISTRICT
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RMK/MCR
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JJH
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1"=30'
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01.04.2019
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0005-134
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SEE PLOT STAMP
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C1
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3
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1" = 30'
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30
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30
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60
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CIVIL
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JON
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JEREMY
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HUTCHINGS
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Exp. 6-30-19
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BASE BID SITE PLAN
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SCALE: 1" = 30'
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SCALE: 1" = 1,000'
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GENERAL NOTES
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1. BASE BID SHALL CONSIST OF THE FOLLOWING:
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a. DEMOLITION AND DISPOSAL OF EXISTING ARTIFICIAL TURF FIELD INSIDE OF TRACK OVAL.
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b. REPAIR/REPLACEMENT OF (E) NAILER BOARD AS NECESSARY PER DETAIL ON C3.
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c. PROVIDE AND INSTALL NEW ARTIFICIAL TURF FIELD PER DETAIL ON C3.
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i.
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CENTER FIELD SCHOOL EMBLEM.
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ii.
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FOOTBALL FIELD WITH TEAM AREA AND COACHING BOXES.
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iii.
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SOCCER FIELD.
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iv.
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END ZONE COLORS AND LETTERING AS SHOWN.
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2. CONTRACTOR SHALL LAYOUT FIELD FROM (E) CONTROL POINTS SHOWN.
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LOCATION
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PROJECT
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U.S. 395
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S.R. 88
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MAHOGANY
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DHS FOOTBALL FIELD ARTIFICIAL TURF REPLACEMENT
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(E) VISITOR BLEACHERS
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(E) HOME BLEACHERS
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WV
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WV
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WV
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P
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WTR
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VLT
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(E) HIGH JUMP
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(E) LONG JUMP / TRIPLE JUMP
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(E) CONCESSIONS & RESTROOMS
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(E) STORAGE BUILDING
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BID ALT. #A.1 NEW DISCUSS EVENT
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BID ALT. #A.1 NEW SHOT PUT EVENT
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(E)SPIRIT ROCKSPIRIT ROCK
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N00°00'00"E 328.08' BASIS OF BEARING
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S32°27'38"W 64.37'
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(E) MAINTENANCE BUILDING
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WV
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S59°40'12"E 78.42'
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BID ALT. #A.2 THREAD 1/2" IRRIGATION THROUGH (E) 2" SLEEVE
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BID ALT #A.2 CONNECT AT (E) CAP
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(E) COMMUNICATION BOX
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BID ALT. #A.2 1/2" x 1-1/2" TRANSITION COUPLING
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BID ALT #A.2 1/2" x 1-1/2" TRANSITION COUPLING
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BID ALT #A.2 INSTALL QUICK COUPLING VALVE, (TYP.) 2 OF 4
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BID ALT #A.2 INSTALL QUICK COUPLING VALVE, (TYP.) 1 OF 4
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BID ALT #A.2 INSTALL QUICK COUPLING VALVE, (TYP.) 4 OF 4
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BID ALT #A.2 INSTALL QUICK COUPLING VALVE, (TYP.) 3 OF 4
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BID ALT #A.2 INSTALL 1-1/2" IRRIGATION SERVICE
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(E) CONTROL POINT NORTHING : 5358.11 EASTING : 4599.98 ELEVATION : 4700.55
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(E) CONTROL POINT NORTHING : 5686.20 EASTING : 4599.93 ELEVATION : 4700.64
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A.P.N. 1320-30-410-012 GRASSO, SALVATORE J & BETTY A
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A.P.N. 1320-30-410-005 HUNT, ALICE A & SOHLMAN, ROBERT
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A.P.N. 1320-30-410-004 WHITEFIELD, C DAVIDWHITEFIELD, C DAVID
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A.P.N. 1320-30-312-027 TERBORG, JAMES P & ARLENE R
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A.P.N. 1320-30-302-002 DOUGLAS COUNTY SCHOOL DISTRICTDOUGLAS COUNTY SCHOOL DISTRICT
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A.P.N. 1320-30-401-001 DOUGLAS COUNTY
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BID ALT. #A.2 1-1/2" IRRIGATION
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BID ALT. #A.2 1-1/2" IRRIGATION SERVICE
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(E) FENCE
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(E) 1-1/2"W
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Y:\Client Files\0005\0005-134\CAD\Engineering\Improvement Plans\0005-134-C2.dwg 1/5/2019 2:39:01 PM Jeremy J. Hutchings 1/5/2019 2:39:01 PM Jeremy J. Hutchings1/5/2019 2:39:01 PM Jeremy J. Hutchings Jeremy J. HutchingsJeremy J. Hutchings
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RENO 140 W. Huffaker Lane Suite 507 Reno, NV 89511 p 775.782.2322 f 775.782.7084
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MINDEN 1603 Esmeralda Ave P.O. Box 2229 Minden, NV 89423 p 775.782.2322 f 775.782.7084
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WWW.ROANDERSON.COM
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DHS FOOTBALL FIELD ARTIFICIAL TURF REPLACEMENT
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DOUGLAS COUNTY SCHOOL DISTRICT
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RMK/MCR
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JJH
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1"=30'
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01.04.2019
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0005-134
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SEE PLOT STAMP
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C2
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3
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1" = 30'
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30
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30
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60
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CIVIL
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JON
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JEREMY
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HUTCHINGS
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BID ALTERNATES SITE PLAN
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SCALE: 1" = 30'
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BID ALTERNATES SHALL CONSIST OF THE FOLLOWING: A.1DEMO EXISTING DISCUS AND TWO SHOT PUT DEMO EXISTING DISCUS AND TWO SHOT PUT EVENTS. INSTALL ONE NEW DISCUS EVENT AND ONE SHOT PUT EVENT AS SHOWN. A.2INSTALL WATER SERVICE TO FOUR QUICK INSTALL WATER SERVICE TO FOUR QUICK COUPLERS AS SHOWN. A.3ENHANCED END ZONE COLORS AS SHOWN.ENHANCED END ZONE COLORS AS SHOWN.
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GENERAL NOTES:
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BID ALT. #A.1 SHOT PUT EVENT
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NO SCALE
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THROWING SECTOR
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PRE MANUFACTURED 3-1/4" TOE BOARD
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BY UCS (1-800-526-4856), MODEL 716-1630 (SEE DETAIL)
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2" PAINTED STRIPE (WHITE)
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PREFAB ALUMINUM RING BY UCS (1-800-526-4856), MODEL 725-2575, (SEE DETAIL)
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REINFORCED CONCRETE SLAB
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W/ LIGHT BROOM FINISH (1 MM)
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PRE MANUFACTURED 3-1/4" TOE BOARD (SEE DETAIL)
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%%USECTION
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%%U SHOT PUT PLAN
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6" PCC
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4" AB
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12" SUBBASE
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6x6x10/10 WIRE MESH
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PREPARED EXCAVATION
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2"
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BID ALT. #A.1 DISCUS EVENT
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NO SCALE
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THROWING SECTOR
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6" PCC
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4" AB
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12" SUBBASE
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2" PAINTED STRIPE (WHITE)
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PREFAB ALUMINUM RING, BY UCS, (1-800-526-4856) MODEL# 725-2565, OR EQUAL, (SEE DETAIL)
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REINFORCED CONCRETE SLAB
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W/ LIGHT BROOM FINISH (1 MM)
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6x6x10/10 WIRE MESH
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THROWING AREA
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PREPARED EXCAVATION
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%%UDISCUS RING INSTALLATION DETAIL
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%%UDISCUS CAGE ASSEMBLY DETAIL
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%%USECTION
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%%UPLAN
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2"
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%%UTOE BOARD DETAIL
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%%USHOT PUT RING INSTALLATION DETAIL
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BASE BID EDGE SECTION
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NOT TO SCALE
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A
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REMOVE & REPLACE (E) 2"x4" PRESSURE TREATED NAILER BOARD AS NECESSARY. ATTACH TO CONCRETE WITH (E) ANCHOR BOLTS AT 12" O.C. LEAVE 3/8" - 5/8" GAP BETWEEN ENDS OF BOARDS TO ALLOW EXPANSION. SECURE TURF TO NAILER BOARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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6" PCC
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4" AB
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12" SB
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3-1/2"
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1-3/4"
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0.5%
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(E) 6-FT. WIDE VALLEY GUTTER
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2" NEW ARTIFICIAL TURF
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ONCE (E) TURF AND RUBBER IN-FILL HAS BEEN REMOVED, FINISH GRADE (E) SURFACE TO TOLERANCES REQUIRED BY TURF MANUFACTURER
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INSTALL 14mm SAFETY MAT PER MANUFACTURER'S RECOMMENDATIONS
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PCC CURB
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INSTALL NAILER AROUND PERIMETER OF SLAB PER DETAIL EDGE SECTION HEREON
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NOTES: 1.PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 202 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR CONCRETE EXPOSED TO FREEZE-THAW ENVIRONMENTS. 2.FIELD VERIFY ELEVATION OF CONCRETE SLAB AND CURB AROUND CLAY THROWING FIELD VERIFY ELEVATION OF CONCRETE SLAB AND CURB AROUND CLAY THROWING PIT TO MATCH EXISTING FIELD CONDITIONS AND ACCOUNT FOR DEPTH OF ARTIFICIAL TURF.
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INSTALL NAILER AROUND PERIMETER OF SLAB PER EDGE SECTION DETAIL HEREON
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NOTES: 1.PORTLAND CEMENT CONCRETE SHALL CONFORM TO PORTLAND CEMENT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 202 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR CONCRETE EXPOSED TO FREEZE-THAW ENVIRONMENTS. 2.FIELD VERIFY ELEVATION OF CONCRETE SLAB FOR FIELD VERIFY ELEVATION OF CONCRETE SLAB FOR DISCUS EVENT TO MATCH EXISTING FIELD CONDITIONS AND ACCOUNT FOR DEPTH OF ARTIFICIAL TURF. 3.THE DISCUS EVENT DOES NOT INCLUDE A NEW CAGE THE DISCUS EVENT DOES NOT INCLUDE A NEW CAGE (NET, POLES) JUST THE FOOTINGS FOR THE POLES AND SLAB FOR THROWING.
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12" SB
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4" AB
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2%
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4" CURB
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RUN GEOTEXTILE ALONG BOTTOM AND UP SIDE OF CURB. SPRAY BOTTOM OF EXCAVATION WITH "ROUND UP" OR AN EQUAL HERBICIDE PRIOR TO INSTALLING GEOTEXTILE.
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CLAY THROWING PIT
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(2) #4 CONTINUOUS REBAR TOP & BOTTOM
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%%USHOT PUT CURB
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INSTALL NAILER AROUND PERIMETER OF CURB PER EDGE SECTION DETAIL HEREON
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QUICK COUPLER IRRIGATION DETAIL
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NO SCALE
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QUICK-COUPLING VALVE:
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PVC SCH 80 NIPPLE
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PVC SCH 40 STREET ELL
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PVC SCH 80 NIPPLE
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(LENGTH AS REQUIRED)
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3-INCH MINIMUM DEPTH OF
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3/4-INCH WASHED GRAVEL
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VALVE BOX WITH COVER:
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STAINLESS STEEL GEAR
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PVC SCH 40 ELL
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RAIN BIRD VB-6RND
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RAIN BIRD MODEL 44RC
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FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO
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NOTE:
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NOMINAL QUICK COUPLING VALVE INLET SIZE.
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FINISH GRADE/TOP OF MULCH
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BRICK (1 OF 2)
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(LENGTH AS REQUIRED)
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PVC SCH 40 STREET ELL
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PVC MAINLINE PIPE
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2" X 2" REDWOOD STAKE WITH
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PVC SCH 40 TEE OR ELL
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CLAMPS OR EQUIVALENT
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SUPPORT SYSTEM
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ADHERE ARTIFICIAL TURF TO COVER AND INSTALL RUBBER IN-FILL
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BID ALT. #A.1
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BID ALT. #A.1
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BID ALT. #A.1
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CONCRETE SLAB. POUR IN ACCORDANCE WITH DISCUS RING INSTALLATION HEREON.
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BID ALT. #A.2
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EQUIVALENT SUBSTITUTIONS FOR THIS PRODUCT WILL BE CONSIDERED
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EQUIVALENT SUBSTITUTIONS FOR THIS PRODUCT WILL BE CONSIDERED
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EQUIVALENT SUBSTITUTIONS FOR THIS PRODUCT WILL BE CONSIDERED
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EQUIVALENT SUBSTITUTIONS FOR THIS PRODUCT WILL BE CONSIDERED
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RENO 140 W. Huffaker Lane Suite 507 Reno, NV 89511 p 775.782.2322 f 775.782.7084
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MINDEN 1603 Esmeralda Ave P.O. Box 2229 Minden, NV 89423 p 775.782.2322 f 775.782.7084
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DHS FOOTBALL FIELD ARTIFICIAL TURF REPLACEMENT
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DOUGLAS COUNTY SCHOOL DISTRICT
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RMK/MCR
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JJH
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01.04.2019
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0005-134
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SEE PLOT STAMP
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C3
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3
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CIVIL
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JON
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