WINSTON CHURCHILL HIGH SCHOOL BACKSTOP NETTING

Transcription

1 DAWING LIST GENEAL G0 SITE COVE SHEET L. SITE PLAN L. POST LAYOUT PLAN L.3 IIGATION PLAN L. SITE DETAILS L. SITE DETAILS L.3 SITE DETAILS STUCTUAL S.0 STUCTUAL DETAILS POJECT TEAM OWNE KIK GEBB Project Manager Eugene School District 4J P: LANDSCAPE ACHITECT CAMEON MCCATHY LANDSCAPE ACHITECTUE & PLANNING 60 E. BOADWAY EUGENE, O 9740 LAY GILBET Principal P: E: larry@cameronmccarthy.com STUCTUAL ENGINEE BANCH ENGINEEING 30 5TH STEET SPINGFIELD, O ICK HENANDEZ Senior Structural Engineer P: E: ick@branchengineering.com 806C Mar. 8, 08 COVE SHEET VICINITY MAP NOT TO SCALE G0

2 (E) BLEECHES Metal; 0 rows 0" dia BACK STOP POST (Typ.) of NEW AI ENTAINED CONCETE PAVING AEA (E) BLEECHES Metal; 4 rows (E) DUGOUT L. ESIDENTIAL (E) STOAGE SHED (E) GAVEL DIVE (E) CONCETE (E) BLEECHES Metal; 4 rows (E) CONCETE emoval NEW CINDES 5ft (Typical) (E) DUGOUT AND LOCKE OOM (E) BULLPEN CMU BACKSTOP WALL 0" dia. INTEMEDIAY POST (Typ.) of 6 "dia. END POST (Two total) L.3 L. FENCE OPENINGS: 4 FT TALL CHAIN LINK FENCE L. (E) TUF " dia. END POST (E) CONCETE (E) SKINNED WANING TACK 40' & FENCE 0' chain link fence 30' tall netting - 0"dia. & " dia. 9' o.c. concrete mowstrip Posts centered on mowstrip (E) SKINNED INFIELD Saw Cut (E) Concrete Saw cut (E) concrete to access (E) post footings. emove all materials and expose of offsite. 8' (E) CONCETE EMOVAL (E) Fence Post GENEAL NOTES. Protect existing concrete driveways, curbs, and fencing from damage. epair any damage to areas during work.. Provide erosion control devices at nearby catch basins to prevent desiment-laden runoff from entering Storm Drain system. Periodically clean any erosion control devices as required. 3. Dimensions and locations of underground utilities are approximate. Provide private locate of utilities prior to commencing work. 4. Confine construction activities as close to work footprint as possible. 5. Blend all new elevations back to existing grade to create uniform slope. Maximum slope, 4:. 6. Dimensions are from face or center of element unless noted otherwise. 7. Carefully remove all existing fence post footings where shown. Backfill and compact footing excavation with 3 minus crushed rock (ODOT Standard). emove all footings and related fence components and dispose offsite. 8. epair all areas disturbed using like materials. Blend grades to achieve positive drainage. See Specifications for demolition and planting. 9. Excavated or demolished materials to be removed and disposed offsite. OUTLINE SPECIFICATIONS. Crushed Base ock 3 4 minus, free from foreign material, conforming to ODOT Standards.. Concrete Paving: 3500 PSI air entrained concrete. Broom finish to match existing concrete to remain. minimum walks; 6" minimum depth at mowstrip. Grass 806C Mar. 8, 08 " = 40'-0" 0' 0' 40' 80' SITE PLAN L.

3 (A) 0' ht 4' ht 0' ht 9' o.c. 0' ht 0' o.c. MAX (C) 0'-8" +/- New AE concrete between new backstop and (E) concrete. 40' 5' 30' CMU BLOCK WALL L.3 POB - Home Plate POST SCHEDULE OVEHANG (A) " dia. End Post - w/ Cantilever-40' 0" dia. Intermediary Post - w/ Cantilever-40' (C) 0" dia. Backstop Post - Straight-35' SAME DUGOUTS 5' (C) (A) 0' 8' 6' 3' " = 6'-0" BASELINE BASELINE 5' Concrete Mowstrip MAX 7' 7' 0' o.c. 0' ht 4' ht 0' ht 0' ht 9' o.c. 806C Mar. 8, 08 POST LAYOUT PLAN L.

4 Approximate location of existing mainline PAVEMENT SUFACE Approximate location of irrigation mainline. - 3'-6" from face of (E) Fence - Depth +/- -8" Approximate locationof irrigation zone valves/boxes. IIGATION SLEEVES Minimum 6" clearance Size as noted on drawings Approximate location(s) of existing irrigation laterals within the project limits of construction. Min SAND BEDDING NOTES 8" Min Max Approximate locationof irrigation zone valves/boxes.. Extend sleeves beyond pavement edge or back of curb as noted in specification. Cover open ends with duct tape LATEAL/MAINLLINE TEATMENT within project limits Approximate location of (E) Heads to be kept and protected. IIGATION NOTES. This irrigation system shown is approximate and is not an accurate representation of the constructed conditions.. All irrigation work must be coordinated with District 4J representative. 3. Turn off supply prior to commencing any work. 4. Verify location(s) of any irrigation components, including piping, control wires, heads, etc. within the limits of construction. Carefully excavate and pothole along the project area to determine impacts to the existing system. 5. Assume lateral pipes cross the affected area. Cut and cap the pipe encountered and protect from damage or contamination. 6. Install irrigation sleeves through the zone of construction. Assume " depth. econnect all irrigation piping on systems to insure full and complete operation of the system prior to project completion. See Specifications. 806C Mar. 8, 08 # dd/mm/yy IIGATION DIAGAM L.3

5 7' o.c. 7' o.c. FG Fence FENCE POST #4 EBA " O.C. ACOSS 6" 3 POLE 4' 8" " 0' max. END POST BOTTOM AIL Dugouts 0' max END POST FG TOP AIL BACE AIL LINE POST STETCHE BA BAND STETCHE BA " x 3/ BOTTOM AIL 0' 806C Mar. 8, 08 FOOTING FG CONCETE FOOTING See Structural Baseline SITE DETAILS L.

6 9'-0" max - equal spacing 0' OVELAP 30' 0' ' '-6" OPENING 4' FIELD NETTING 7' o.c. 7' o.c. OPENING TO FIELD POST CONNECTION ZIP-TIED TO ' O.C. 0' 30' ' POLE (Cantilevered) NETTING OVELAP & CONNECTION POINT FENCE POST INTEMEDIAY NET POST 0" dia. NOTES.. 3. Net fabric to be zip-tied to chain link '-0" below fence top ' o.c. (typical). Provide shop drawings that include method of attachment of chain link to all field netting posts. Net fabric to extend '-6" below fence top dugout opening. 4. See Specifications for finishes and materials. CONCETE FOOTING See Structural NOTES.. Field Netting to overlap ' below top rail of chain link fence. Provide shop drawings that include method of attachment of chain link to all field netting posts. 806C Mar. 8, 08 FENCE SYSTEM Dugouts TO CONNECTION SITE DETAILS L.

7 POLE CMU WALL BLOCK & CAP CINDES MOWSTIP BACKSTOP WALL W/ FENCING 0'-8" 9'- 9'- +/- 0'-" 9'- 0' max 3 FENCE POST Embedded in CMU Wall - 36" depth CMU WALL BLOCK & CAP See Notes for product info. 8" SOLID GOUTED CMU WALL with #4 rebar horizontal o.c. vertical EXPANSION JOINT EINFOCED #4 " O.C. ACOSS TOTAL MOWSTIP (Typ.) HOLD BOTTOM BLOCK 6" FG BELOW GADE #4 EBA NOTES. unning bond pattern.. 6" CMU Wall to utilize following or similar products:.. FULL BLOCK: Willamette Graystone (8x8x6): 800 B.. HALF BLOCK: Willamette Graystone (8x8x8): 850 C.3. CAP BLOCK: Willamette Graystone (8x3x6): 400 S 6" 30" 8" 6" 6" " CINDES CONCETE CUSHED OCK - 3-0" 806C Mar. 8, 08 0'-" 9'- CMU WALL Backstop FENCE MOWSTIP CMU WALL w/ Backstop SITE DETAILS L.3

8 civil transportation structural geotechnical SUVEYING 30 5th Street Springfield, O p: Springfield O Albany O BASEBALL FIELD H JJA 806C/8-067 Mar. 06, 08 I C A S T UC T U A L EGI STE #6709PE OEGON D O DEC. ED 3 0 PO H, E 0 FESS N ION Z A N D E enews: JUNE 30, 09 AL POST & FOOTING DETAILS S