2
"D" END DRAIN DETAIL
3
NOT YET USED
9
SCALE 1" = 1'-0"
9
SCALE 1/2" = 1'-0"
9
SCALE 1/2" = 1'-0"
CONCRETE CURB
2" ASPHALTIC CONC.
TO BE LOW POINT
NOTE: ALTERNATES
OF AC AND TURF
12" TYP
4" OF 1 1/2"-0"
TURF HEADER
CRUSHED BASE
2x4 P.T. DF
OR PVC/COMPOSITE
FLAT DRAIN
FLAT DRAIN
WHERE SHOWN
WHERE SHOWN
COMPOSITE UNDERLAYMENT
MATERIAL PLACED DIRECTLY
6"
ON COARSE DRAIN ROCK, OR
2" LEVELING COURSE
CONSTRUCTION NOTES:
COARSE DRAIN ROCK
PERFORATED 8-INCH
(90%COMPACTION)
DIAM. PIPE .
DEPTH: 2 FEET BELOW TURF
SURFACE.
CURB TO BE 3000 PSI CONCRETE.
LOCATED 1/8"-1/4" BELOW
2' DRAINAGE TRENCH
NOTE:
IMPROVEMENTS TO CURB.
THIS DETAIL IS INTENDED FOR INFORMATION PURPOSES ONLY. ALL DIMENSIONS,
SIZES AND LAYOUTS SHOULD BE DETERMINED FOR EACH SPECIFIC TURF
2. ADJUST TURF HEADER AS PER TURF
MANUFACTURER. SOIL SEPARATION FABRIC TO EXTEND 20 FEET INTO FIELD BEYOND
MANUFACTURER'S REQUIREMENT FOR
PERFORATED PIPE.
FINISH GRADE SURFACE OF TURF.
3.
FASTEN TURF HEADER TO CONC. CURB
@ 24" O.C. WITH SELF TAPPING #8
Sheet:
TRACK SURFACE OR GRADE
Job Name:
1.
FIELD DETAILS
TRIM CURB DETAIL
12"
1
NB HS TURF IMPROVE.
Sheet
9 of 9
NORTH BEND FOOTBALL FIELD TURF IMPROVEMENTS - FIELD DETAILS
TYPICAL TURF SECTION
9
SCALE 1/2" = 1'-0"
5
TYPICAL TURF SECTION
9
SCALE 1/2" = 1'-0"
GOAL POST DIMENSIONS
6
GOAL
FOR NEW 8' OFFSET POSTS
9
SCALE
POST
=
& BASE
NTS
BASE CONSTRUCTION NOTES:
24" MIN.
ALL REINFORCING STEEL SHALL
Date:
1.
C
L
HAVE A MINIMUM OF 3" CLEAR
GROUND. CONCRETE TO BE F'c=
SET TO SPECIFIED
GRADE AS SHOWN
ON PLANS, TYPICAL SET IS 0.02 FEET BELOW FINISH
GRADE OF FINISHED SURFACE, EXCEPTING WHERE
SURFACE IS EARTH, O.O4 FEET ABOVE.
GRATES TO BE "BICYCLE PROOF, 24" MIN. DIMENSION.
8
PERIMETER DRAIN DETAIL
9
SCALE 1/2" = 1'-0"
INFILL TURF SYSTEM
COMPOSITE UNDERLYATMENT
9
QUICK CONNECT VALVE DETAIL
9
SCALE = NTS
ENGINEERING *
3.
36"
MATERIAL OR 2" LEVELING
COURSE
9
SCALE 1" = 1'-0"
INSTALL COVER FLUSH
W/ AC OR TURF GRADE
SOIL ISOLATION FABRIC
25' EITHER SIDE OF
MAIN DRAINAGE TRENCH
NOTE:
SYNTHETIC TURF FIELD SURFACE
4-INCH STRUCTURAL BASE
ROCK.
GRADE BETWEEN CONCRETE PERIMETER CURB
COMPACTED SUBGRADE
AND DRAINAGE TRENCH SHOULD BE
(92%MIN. COMPACTION)
RAIN BIRD MODEL 44RC,
1" DIA. WITH NPT THREADS.
INSTALL POLY- HANDHOLE, 6" MIN TOP.
DIAMETER, 10" MIN. DEPTH. RAINBIRD
COUNTER-SLOPED TO THE FIELD AT 1.0%MIN
FINISH GRADE, TOP OF
INFLL, 1-1/4" ABOVE
2" OF LEVELING COURSE 1/2"-0"
LEVELING COURSE, TYP.
MODEL VB-6RND OR EQUAL.
CONCRETE
INSTALL 18" 2x2 P.T. OR
PERIMETER
CEDAR STAKE W/
STAINLESS PIPE CLAMPS.(2)
CURB
4' TYP
CRUSHED AGG. OR "BROCK" DRAINAGE
0.7%MIN. SLOPE
INSTALL 3" MIN. DRAIN ROCK.
MATERIAL OVER BASE.
COMPOSITE UNDERLAYMENT
4" DEPTH CRUSHED AGG. 1-1/2" - 0"
MATERIAL PLACED DIRECTLY
SOIL ISOLATION FABRIC
12" ADS AdvanEDGE DRAIN PIPE
MIRAFI 140 N OR EQUAL.
INSTALLED IN 3" DEEP TRENCH
TYPICAL SLOPE IS 0.5%N-S
PIN DRAIN W/ 60d NAILS @ 10' O.C.
COMPACTED SUBGRADE
ON COARSE DRAIN ROCK, OR
2" LEVELING COURSE
COARSE DRAIN ROCK
PERFORATED 6 TO 8-INCH
DIAM. PIPE (6" E-W, 8" N-S).
DEPTH: 2 FEET BELOW TURF
SURFACE.
2' DRAINAGE TRENCH
(90%COMPACTION)
SOLID DRAIN PIPE
BETWEEN CATCH BASINS
WHERE SHOWN ON PLANS
W/ GREEN TRACER WIRE
BRICK
1 OF 2
2 OF 2
PROFES
RED
TE G I N E E SI
WHERE SHOWN
N
R
#14,441
AL
ON
FLAT DRAIN
BRICK
REG
IS
TURF HEADER
SCH 80 PVC PIPE SPOOL.
& STREET EL.
OREGON
INSTALL DEPTH TO MATCH EXISTING WATER LINE, BUT NOT
LESS THAN 12 INCHES.
SCHEDULE 80 PVC.
CONNECTION TO MAIN WITH
R
JU
AL
LY
PH
25, 1 9
89
E. D U
M
FLAT PIPE DRAINAGE DETAIL
E
7
NH
A
EXPIRES 12/31/07
Phone: (541) 267-2872
Fax: (541) 267-0588
97420
BE
6"
BASINS TO
Coos Bay, Oregon
MAINTAIN 3" CLEAR
2.
118
#4 BAR HOOPS AT 12"
ON CENTER (6) AND
St.
TO HAVE 12" SUMP AND NO OIL BAFFLE REQUIRED.
IN 6" BROWN LETTERS
4th
YELLOW W/ "BULLDOGS"
4" DEPTH, 95%T-99 COMP.
UPSTREAM BASINS (TYPICAL)
Office Box
CITY SYSTEM OR DRAINAGE, REQUIRES 24" MINIMUM
SUMP AND OIL BAFFLE.
#6 VERT. BAR (4)
South
1 1/2"-0" CRUSHED AGG.
DOWNSTREAM BASIN PRIOR TO DISCHARGE TO
MATERIAL COMPACTED
Post
LOWEST
8'
705
TO 92%MIN, (AASHTO T-99)
VERIFY
SIZE WITH MANUFACTURER.
6'
CONSTRUCTION NOTES:
LAND SURVEYING * FORESTRY
ON COARSE DRAIN ROCK.
OR "BROCK" DRAINAGE MATERIAL
6'
0.12'
2" OF 1/2"-0" CRUSHED AGG.
GROUND BOX FOR HINGED
GOAL POST BASE.
PLANNING * WATER RIGHTS
POST MANUFACTURER'S STD.
RUBBER INFILL
Stuntzner Engineering
& Forestry, LLC
TOP OF SAND/
SUBBASE, NATIVE
Drawn By:
TURF ELEV.
10'-0"
12" TYP.
AS NOTED
23'-4"
12"
FINISH GRADE
AND DRAINAGE IN BASE.
5 'R
0.5%MIN. SLOPE (N-S) SLOPE VARIES (E-W)
BAFFLE
GROUND BOX TO HAVE COVER
FOR TURF TO BE PLACED OVER
Designed By:
4.
20'
12" MIN.
LELELING COURSE.
OIL
1.
BOTTOM OF BASE TO HAVE 6"
OF CRUSHED AGGREGATE
RLC
3.
24"
Checked By:
Ralph Dunham
STANDARD BOLTING TEMPLATE
RED
2,500 PSI, STEEL Fy = 60,000
2. REFER TO POST MANUFACTURER'S
AND DETAILS FOR GROUND BOX.
PIPE SIZE
Revised:
4
Drawing No.:
RECOMMENDATIONS.
1/30/07
MAN.
06-390 Details
GALVANIZED SCREWS OR AS PER TURF