23-0216 YELM HS SOCCER FIELD CONVERSION AND TENNIS COURTS RECONSTRUCTIONVicinity Map
Abbreviations
Consultant Team
General Notes
Sheet Index
G1.0
Yelm Community Schools
Yelm HS Field Conversion & Tennis Court Reconstruction
Project Site
Legal Description
Zoning and Land Use
February 15th, 2023
Robert W. Droll, Landscape Architect, PS
G1.0 Title Sheet
G2.0 Existing Conditions
D1.0 Demolition and TESC Plan
D1.1 TESC Details
D1.2 On-Site Disposal Area
C1.0 Site Plan
C1.1 Soccer Field Site Plan Enlargement
C1.2 Tennis Court Site Plan Enlargement
C1.3 Not Used
C1.4 Dual Tennis Court Cell
C1.5 Dual Tennis Court Rebar Plan
C1.6 Dual Tennis Court Tendon Plan
C1.7 Post Tension Concrete Court Details
C1.8 Tennis Court Details
C2.0 Grading Plan
C2.1 Grading Sections
C3.0 Drainage Plan
C3.1 Drainage Details
C4.0 Fencing Plan
C4.1 Soccer Field Fencing Plan Enlargement
C4.2 Tennis Court Fencing Plan Enlargement
C5.0 Site Details
C5.1 Site Details
C5.2 Fencing Details
C5.3 Fencing Details
C6.0 Restoration and Utility Modification Plan
R
Call 811
two business days
before you dig
Field Turf
KPFFLandau Associates
Field Turf
City of Yelm - Approved for Construction
612 Woodland Square Loop SE,
Suite 100
Lacey, WA 98503
360.292.7230
www.kpff.com
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
0
SCALE: 1"=30'
15'30'45'60'
EXISTING
CONDITIONS
G2.0
X
XXXXXXXXXXXXXXXXXXXXXXX
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
DEMOLITION &
TESC PLAN
D1.0
GRUB AND STRIP TOPSOIL, 6" MIN. (95,030 ± SF)
DEMOLISH EXISTING CONCRETE (40 ± SF)
DEMOLISH EXISTING ASPHALT (14,290 ± SF)
STABILIZED CONSTRUCTION ENTRANCE (1200 ± SF)
DEMOLISH EXISTING TENNIS COURT SURFACING (39,800 ± SF)
TEMPORARY SECURITY FENCING
SILT FENCE
DEMOLISH EXISTING CONCRETE CURB (± 40 LF)
CLEAR AND GRUB ( 5,430 ± SF)
DEMOLITION LEGEND
X
1.EXISTING SUBSURFACE DRAINAGE TO BE ABANDONED IN PLACE
2.EXISTING IRRIGATION HEADS TO BE SALVAGED AND RETURNED TO OWNER, IRRIGATION LATERALS
TO BE CAPPED AND ABANDONED IN PLACE.
3.SALVAGE CONTROL VALVES AND RETURN TO OWNER. CUT AND CAP NIPPLE CONNECTING VALVE TO
THE MAINLINE
4.EXISTING MAINLINE TO REMAIN, PRESERVE IN PLACE.
5.EXISTING 1" CONDUIT AND JUNCTION BOXES SHOWN ARE SCHEMATIC AND ARE NOT SURVEY
ACCURATE. PROTECT ALL CONDUIT & JUNCTION BOXES
6.EXISTING FIELD LIGHTS AND POWER JUNCTION BOXES TO REMAIN.
7.QUANTITIES PROVIDED FOR CONTRACTOR INFORMATION ONLY. CONTRACTOR TO DERIVE THEIR
OWN QUANTITIES.
8.ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
DEMOLITION NOTES
INSTALL CATCH BASIN
INLET PROTECTION
REMOVE EXISTING
CATCH BASIN
INSTALL CATCH BASIN
INLET PROTECTION
DRINKING FOUNTAIN
TO BE DEMOLISHED
AND DISPOSED OFF
SITE, WATER LINE TO
BE USED FOR QUICK
COUPLER
CONNECTIONSREMOVE 10' CHAIN
LINK FENCE AROUND
TENNIS COURTS
DEMOLISH 8' CHAIN LINK
FENCE BETWEEN FIELD
AND PARKING AREA
SALVAGE EXISTING FABRIC
FOR REINSTALLATION
REMOVE 4' CHAIN LINK
FENCE ALONG ROAD
PRESERVE AND
PROTECT EXISTING 8'
CHAIN LINK FENCE
ALONG EASTERN
PROPERTY EDGE
RELOCATE EXISTING
CONEX BOX SOUTH OF
TENNIS COURTS AS
SHOWN ON SITE PLAN
SAW CUT EXISTING
ASPHALT
4D1.1
4D1.1
SILT FENCE
TEMPORARY SECURITY
FENCING
1D1.1
2D1.1
STABILIZED CONSTRUCTION
ENTRANCE
3D1.1
REMOVE EXISTING
CONCRETE CURB
PRESERVE AND PROTECT
EX. JUNCTION BOX
PRESERVE AND PROTECT
EX. JUNCTION BOX
PRESERVE AND PROTECT
EX. 1" CONDUIT
RELOCATE EXISTING
CONEX BOX SOUTH OF
TENNIS COURTS AS
SHOWN ON SITE PLAN
DEMOLISH EXISTING GATE
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
TESC DETAILS
D1.1
MAINTENANCE STANDARDS NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CLEANING THE APPROACH ON A REGULAR BASIS.
2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL QUARRY SPALLS AS REQUIRED TO MAINTAIN PROPER FUNCTIONING OF THE ENTRANCE AS
CONSTRUCTION PROGRESSES.
3.IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR
POND.
4.ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING
DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE
CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP.
5.ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
6.IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE, FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
7.CONTRACTOR SHALL REMOVE STABILIZED CONSTRUCTION ENTRANCE.
<<<WARNING>>>CONSTRUCTION
KEEP OUT
POST BASE AS SPECIFIED
PANEL CONNECTION AS
SPECIFIED
6' HIGH CHAIN LINK FENCE
WITH TWISTED SELVAGE TOP
AND BOTTOM
SIGNAGE AS
SPECIFIED
R= 25' MIN.
12" MIN. DEPTH
4" TO 8" QUARRY SPALLS
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
EXISTING ROAD
15' MIN.
AS REQUIRED (50' MIN.)
NOTES: INSTALLATION - NON-SLOPED AREAS:
1.CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY
MALFORMED FABRIC.
2.FENCE BASES SHALL BE CONCRETE AND OF SUFFICIENT WEIGHT AND/OR SPREAD TO
ADEQUATELY SUPPORT EACH PANEL.
3.PANEL-TO-PANEL CONNECTIONS SHALL BE MADE AT A MINIMUM OF TWO LOCATIONS
PER CONNECTION UNLESS OTHERWISE APPROVE
PROVIDE OWNER WITH SHOP DRAWINGS DESCRIBING MATERIALS & METHODS FOR
SECURE, PLUMB INSTALLATIONS ON SLOPED AREAS.
PROVIDE OWNER WITH SHOP DRAWINGS DESCRIBING MATERIALS & METHODS FOR
GATES/ACCESS POINTS INSTALLATIONS.
INSTALLATION NOTES:
1.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM
WATER STRUCTURE IT WILL SERVICE.
2.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM
(OVERFLOW BYPASS).
3.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD
WITHOUT SPILLING THE COLLECTED MATERIAL.
4.PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD
SPECIFICATION 8-01.3(15).
OVERFLOW BYPASS
TRIM
CATCH BASINTYPE I
SEDIMENT AND
DEBRIS
DRAINAGE GRATE
BELOW INLET GRATE
DEVICE OVERFLOW BYPASS (TYP.)
DRAINAGE GRATE
~ RECTANGULARGRATE SHOWN
RETRIEVAL SYSTEM (TYP.)
BELOW INLET GRATE
DEVICE (BIGD)
OVERLAP MATERIAL OVER
ADJACENT PAVING
FILTERED
WATER
INLET PROTECTION NOTE:
CONTRACTOR SHALL CLEAN-OUT ALL SEDIMENT AND DEBRIS UPON FINAL
COMPLETION AND LEAVE THE INLET PROTECTION DEVICE IN PLACE.
Temporary Security Fencing
SCALE: 1" = 1'-0"D1.1
1
Stabilized Construction Entrance
SCALE: 1" = 1'-0"D1.1
3
Catch Basin Inlet Protection
SCALE: 1" = 1'-0"D1.1
4
NOTE: FILTER FABRIC FENCES SHALL
BE INSTALLED ALONG CONTOUR
WHENEVER POSSIBLE.
SECTION A-A
POSTS SPACING MAY BE INCREASED
TO 8' IF WIRE BACKING IS USED
FILTER FABRIC
JOINTS IN FILTER FABRIC SHALL BE
SPLICED AT POSTS. USE STAPLES, WIRE
RINGS, OR EQUIVALENT TO ATTACH
FABRIC TO POSTS.
2"x4" WOOD POSTS, STEEL
FENCE POSTS, REBAR, OR
EQUIVALENT
2"x2" BY 14 GA. WIRE OR
EQUIVALENT. IF STANDARD
STRENGTH FABRIC IS USED
MINIMUM 4"x4" TRENCH
BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4" OR 1.5"
WASHED GRAVEL
Silt Fence
SCALE: NOT TO SCALED1.1
2
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
ON-SITE
DISPOSAL AREA
D1.2
2
D1.2
3D1.1
PROJECT SITE
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
SITE PLAN
C1.0
TYPE 1 CATCH BASIN
HMA CLASS 1/2 INCH ± 18,820 SF
SYNTHETIC TURF ± 90,300 SF
POST TENSION CONCRETE W/ COURT SURFACING ± 42,000 SF
SITE PLAN LEGEND
SOCCER FIELD STRIPING 210' X 330'
10' CHAIN LINK FENCE
TENNIS COURT STRIPING 78' X 36'
HMA CLASS 1/2 INCH
SYNTHETIC TURF FIELD
CONCRETE PERIMETER CURB
8' CHAIN LINK FENCE
POST TENSION CONCRETE W/
COURT SURFACING
4C5.2
6C1.7
3C5.0
4C5.0
1C5.0
1C5.2
12' SLIDE GATE3C5.3
8' PEDESTRIAN FENCE GATE3C5.2
10.0
TYP.
364.0
118.5
240.0
378.6
10' PEDESTRIAN FENCE GATE
10' PEDESTRIAN FENCE GATE
HMA CLASS 1/2 INCH3C5.0
6C5.2
6C5.2
10' PEDESTRIAN FENCE GATE 6C5.2
ACCESSIBLE PARKING12C5.0
12' SLIDE GATE
12' SLIDE GATE
3C5.3
3C5.3
REDI-ROCK FREESTANDING
BLOCK SEAT WALL, COBBLE
FACE WITH TOP CAP
5C5.1
8.0 CLR CONC. CURB AND LIGHT POLE
RELOCATED EXISTING CONEX BOX
PICKLE BALL COURTS STRIPING 44' X 20'
TENNIS HITTING WALL 10C5.0
TENNIS COURT
CONCRETE CURB A
2C5.0
TENNIS COURT
CONCRETE CURB B
6C5.0
BEGIN TENNIS COURT
CONCRETE CURB A
END TENNIS COURT
CONCRETE CURB A
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
SCALE: 1"=20'
10'20'30'40'0'
SITE PLAN
SOCCER FIELD
ENLARGEMENT
C1.1
15.00
210.00
330.00
15.00
10.00
10.00
10.00
46.04
185.63
380.87
240.00
54.00
132.00
36.00
60.00 48.00
18.00
SYNTHETIC TURF FIELD
8' CHAIN LINK FENCE
1C5.0
1C5.1
HMA CLASS 1/2 INCH3C5.0
R30.00
R30.00
12.98
15.00
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
SCALE: 1"=20'
10'20'30'40'0'
SITE PLAN
TENNIS COURT
ENLARGEMENT
C1.2
36.00 TYP.27.00 TYP.
18.00 TYP.21.00 TYP.
78.00 TYP.4.50 TYP.
13.50 TYP.
12.00 TYP.
20.00 TYP.
21.00 TYP.21.00 TYP.
12.00 TYP.
ELECTRICAL OUTLET 9C5.0
ELECTRICAL OUTLET 9C5.0 ELECTRICAL OUTLET 9C5.0 ELECTRICAL OUTLET 9C5.02C1.73
C1.75
C1.7 4C1.73C1.75
C1.7
TRENCH DRAIN
10' CHAIN LINK FENCE
TENNIS COURT STRIPING 78' X 36'
4C5.2
10' PEDESTRIAN FENCE GATE 6C5.2
TENNIS COURT NET
POST TENSION CONCRETE W/
COURT SURFACING
6C1.7
1C1.8
TENNIS COURT
CONCRETE CURB A
TENNIS COURT
CONCRETE CURB B
6C3.1
PICKLEBALL COURT STRIPING 44' X 20'
HMA CLASS 1/12 INCH 3C5.0
RELOCATED EXISTING
CONEX BOXS
TENNIS HITTING WALL 10C5.0
2C5.0
6C5.0
TENNIS COURT
CONCRETE CURB B
6C5.0 10.00
10.00
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=10'
5'10'15'20'
DUAL TENNIS
COURT CELL
C1.4
116'-0" INSIDE
OF CURB
120'-0" INSIDE
OF CURB
57'-9"
57'-9"
PERIMETER CURB @
TRENCH DRAIN
2C1.7
10' PEDESTRIAN
FENCE GATE
6C5.2
10' CHAIN LINK
FENCE
4C5.2
POST TENSION
CONCRETE WITH
COURT SURFACING
6C1.7
TENNIS NET POST
FOOTING
3C1.8
CENTER STRAP
ANCHOR
4C1.4
10' FENCE LINE
POST
10' FENCE TERMINAL
POST
TRENCH DRAIN7C3.1
12'-0" TYP.
21'-0" TYP.
20'-0" TYP.
21'-0" TYP.
12'-0" TYP.
1.ALL DIMENSIONS ARE MEASURED FROM INSIDE OF CURB
2.6" THICK POST TENSION CONCRETE SLAB SHALL BE
PLACED OVER (2) LAYERS 6 MIL. POLYETHYLENE VAPOR
BARRIER MEETING ASTM E1745 (TAPE ALL VAPORT
BARRIER SEAMS AND LAY LAYERS PERPENDICULAR TO
EACH OTHER) OVER 2" FINE SAND OVER 4" NO-FINES
CRUSHED ROCK OVER NATIVE SOIL OR STRUCTURAL FILL
SOIL.
CONTRACTOR SHALL REFERENCE ASBA
RECOMMENDATIONS.
NOTES
10' PEDESTRIAN
FENCE GATE
6C5.2
PICKLEBALL COURT
STRIPING 44' X 20'
TENNIS COURT
STRIPING
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
DUAL TENNIS
COURT REBAR
PLAN
C1.5
0
SCALE: 1"=10'
5'10'15'20'
#4 REBAR @ 24"
O.C. EACH WAY AT
BOTTOM OF SLAB
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
SCALE: 1"=20'
10'20'30'40'0'
DUAL TENNIS
COURT TENDON
PLAN
C1.6
0
SCALE: 1"=10'
5'10'15'20'
1/2" O.D. TENDONS @ 24" ON CENTER
BOTH WAYS. CENTER TENDONS IN
SLAB ELONGATION = 2.75" EACH SIDE
SINGLE TENDON
ANCHOR DETAIL
1C1.7
(2) #4's CONT @
BOTTOM
#4 HAIRPINS @ 18"
O.C. MAX SPAN
#4 CONT. TOP & BOT @ SLAB
EDGE TIED TO ANCHOR GROMMET
1" MIN TO GROUT
AFTER STRESSING
PT TENDON
STRESSING TAIL
1'-4"
6"
SPORTS COURT SURFACING CLASS 4000 CEMENT
CONCRETE
4" CSBC
SUPPORT BARS 24"
O.C. MAX
x
x
CONT SLAB EDGE REINF
(2) #4'S TOP & BOTTOM
VAPOR BARRIER
1'-0"TOP OF CURB, ELEV. PER PLAN
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 3"
CLEAR FROM BOTTOM
HMA CLASS 1/2 INCH
4" x 16" CSBC O.C. OF FOOTING
COMPACT IN SITU MATERIAL
AND COMMON BORROW TO 95%
3'-0"
1/2" R. EDGER, BOTH SIDES
FENCE POST 8' O.C.
EMBEDDED IN POLE FOOTING
CLASS 4000 CONCRETE CURB
POST TENSION CONCRETE
W/ COURT SURFACING
CLASS 4000 CONCRETE
FOOTING, POURED FIRST
1'-0" DIA.
2'-3"
VAPOR BARRIER
1'-0"TOP OF CURB, ELEV. PER PLAN
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 3"
CLEAR FROM BOTTOM
ADJACENT EXISTING
ASPHALT SURFACING
4" x 16" CSBC O.C. OF FOOTING
COMPACT IN SITU MATERIAL
AND COMMON BORROW TO 95%
3'-0"
1/2" R. EDGER, BOTH SIDES
FENCE POST 8' O.C.
EMBEDDED IN POLE FOOTING
CLASS 4000 CONCRETE CURB
POST TENSION CONCRETE
W/ COURT SURFACING
CLASS 4000 CONCRETE
FOOTING, POURED FIRST
1'-0" DIA.
2'-3"
VAPOR BARRIER
.83%
1'-0"TOP OF CURB, ELEV. 243.02
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 3"
CLEAR FROM BOTTOM
HMA CLASS 1/2 INCH
4" x 16" CSBC O.C. OF FOOTING
COMPACT EXISTING SUBGRADE
AND COMMON BORROW TO 95%
3'-0"
FENCE POST 8' O.C.
EMBEDDED IN POLE FOOTING
ACO SPORT SYSTEM
CHANNEL 4002
CLASS 4000 CONCRETE CURB
POST TENSION CONCRETE
W/ COURT SURFACING
2'-3"
1'-0"
CLASS 4000 CONCRETE
FOOTING, POURED FIRST
VAPOR BARRIER
1'-0"TOP OF CURB, ELEV. PER PLAN
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 3"
CLEAR FROM BOTTOM
4" x 16" CSBC O.C. OF FOOTING
COMPACT IN SITU MATERIAL
AND COMMON BORROW TO 95%
3'-0"
1/2" R. EDGER, BOTH SIDES
FENCE POST 8' O.C.
EMBEDDED IN POLE FOOTING
CLASS 4000 CONCRETE CURB
POST TENSION CONCRETE
W/ COURT SURFACING
2'-3"
1'-0"
CLASS 4000 CONCRETE
FOOTING, POURED FIRST
VAPOR BARRIER
(2) #4's CONT @
BOTTOM
#4 CONT. TOP & BOT @ SLAB
EDGE TIED TO ANCHOR
SPORTS COURT SURFACING CLASS 4000 CEMENT
CONCRETE
4" CSBC
SUPPORT BARS 24"
O.C. MAX
x
x
CONT SLAB EDGE REINF
(2) #4'S TOP & BOTTOM
6"
4"
EXISTING SUBGRADE
COMPACT TO 95% MDD
VAPOR BARRIER
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
POST TENSION
CONCRETE
COURT DETAILS
C1.7
SCALE: 1" = 1'-0"
Single Tendon Anchor Detail
C1.7
1
SCALE: 1" = 1'-0"
Perimeter Curb @ Trench Drain
C1.7
2
Perimeter Curb @ HMA Class 1/2 Inch
C1.7
4
SCALE: 1 1/2" = 1'-0"
Perimeter Curb @ Ex. Asphalt
C1.7
3
Dual Court Separation Curb
C1.7
5
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
Post Tension Concrete with Court Surfacing
C1.7
6
33'-0" TO CENTER OF SINGLES STICKS
16'-6"16'-6"
42'-0" TO CENTER OF NET POSTS
27'-0" SINGLES COURT WIDTH 3'-0"6'
CENTER STRAPSINGLES STICK, TYP.
CENTER STRAP
ANCHOR
TENNIS NET
POST FOOTING
TENNIS NET
& POST
COMPACT SITU MATERIAL AND
COMMON BORROW TO 95%
6" CSBC
15"
24"
6"
PLAN
15" DIA.
NET LINE
CENTER STRAP ANCHOR -
ALIGN PIN WITH TENNIS NET
CLASS 4000
CONCRETE FOOTING
(BELOW PAVEMENT)
POST TENSION CONCRETE
W/ COURT SURFACING
COMPACT SITU MATERIAL AND
COMMON BORROW TO 95%
CENTER STRAP ANCHOR
CLASS 4000 CONCRETE
FOOTING
1" CLASS 200 PVC
WEEPHOLE
3'-6"
3'-0"NET POST IN SLEEVE
CLASS 4000 CONCRETE
FOOTING BASE
GALV STEEL ROUND
NET POST - 3" O.D.
TENNIS NET
NET POST LOCATION:
42'-0" TO DOUBLES
COURT
2'-6" DIA.
2'-0"
1'-51 2"
POST TENSION CONCRETE
W/ COURT SURFACING
1" CLASS 200 PVC
WEEPHOLE
COMPACT SITU
MATERIAL AND COMMON
BORROW TO 95% MDD
CABLE
HEADBAND
BOTTOM BAND
DOWEL
GROMMET
DUMMY POST
EYEBOLT
CABLE
HOOK
SET
SCREW
TOP EYEBOLT WHITE CORD,
TIE OFF AT EYE
BOLT
GEAR
CABLE
REMOVE TENNIS
NET CABLE
LOOP ON WIND
UP SIDE ONLY
TURN
CLOCKWISE
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
TENNIS COURT
DETAILS
C1.8
SCALE: 1/4" = 1'-0"
Net Section
C1.8
1
SCALE: 1" = 1'-0"
Tennis Net & Post
C1.8
2
Center Strap Anchor
C1.8
4
SCALE: 1" = 1'-0"
Tennis Net Post Footing
C1.8
3
SCALE: 1" = 1'-0"
343.22
343.12
ME
HP 345.02ME
343.12343.02
343.02
343.23
343.12
343.72
343.22
.5%
.83%1.0%
343.12343.22
1.0%
344.00
344.00
343.72
343.72
.5%
344.70
343.12
TW: 344.72
BW 342.72
343.12
343.121.0%343.31
343.54 343.28
343.25
1.5%1.0%344.00
343.22
ME343.55 2C2.11C2.195% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
GRADING PLAN
C2.0
PROPOSED INTERMEDIATE CONTOUR
PROPOSED INDEX CONTOUR
GRADE BREAK
DIRECTION OF SLOPE
FINISH GRADE ELEVATION
EXISTING GRADE
RIM ELEVATION
MEET EXISTING
TOP OF WALL
BOTTOM OF WALL
TOP OF RAMP
BOTTOM OF RAMP
LIMIT OF WORK
XXX
XXX
XXX.XX
EX
RE
GRADING LEGEND
ME
TW
BW
TR
BR
xx
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
GRADING
SECTIONS
C2.1
SCALE: 3/4" = 1'-0"
HMA Storage Section
C2.1
1
SCALE: 3/4" = 1'-0"
Synthetic Turf Field End Section
2.1
2
12' SLIDE GATE3C5.3 GRADE BREAK
HMA CLASS 1/2 INCH3C5.0 PERIMETER CURB4C5.0
SYNTHETIC TURF1C5.0
4' CHAIN LINK FENCE1C5.3
HMA CLASS 1/2 INCH3C5.0
GRADE BREAK
CONEX BOX
10' CHAIN LINK FENCE4C5.2
POST TENSION CONCRETE
WITH COURT SURFACING
2C5.0
EXISTING ASPHALT
DEPTH NOT VERIFIED
EXISTING ASPHALT
DEPTH NOT VERIFIED
1.0%
1.5%
VARIES 0%-10%
VARIES 15%-
2
6
%
7' ±
13' ±
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
DRAINAGE PLAN
C3.0
SLOTTED CORRUGATED POLYETHYLENE DRAIN PIPE 8 IN. DIA.
TRENCH DRAIN
CORRUGATED POLYETHYLENE DRAIN PIPE 4 IN DIAMETER
TYPE 1 CATCH BASIN WITH SYNTHETIC TURF LID
TYPE 2 DRYWELL
DRAINAGE PLAN LEGEND
6" x 360' TRENCH DRAIN 6C3.1
CORRUGATED POLYETHYLENE DRAIN PIPE 4 IN DIAMETER2C3.1
TYPE 1 CATCH BASIN WITH
SYNTHETIC TURF LID
5C3.1
SLOTTED CORRUGATED POLYETHYLENE DRAIN PIPE 8 IN DIAMETER1C3.1
TYPE 2 DRYWELL 3C3.1
CB #1 TYPE 1
RE: 343.15
IE NORTH: 339.15
IE SOUTH: 339.15
IE WEST: 340.98
CB #3 TYPE 1
RE: 343.15
IE NORTH: 339.15
IE SOUTH: 339.15
IE WEST: 340.98
CB #5 TYPE 1
RE: 343.15
IE NORTH: 339.15
IE SOUTH: 339.15
IE WEST: 340.98
CB #2 IN-LINE
RE: 343.01
IE EAST: 341.21
CB #4 IN-LINE
RE: 343.01
IE EAST: 341.21
CB #6 IN-LINE
RE: 343.01
IE EAST: 341.21
CORRUGATED POLYETHYLENE DRAIN PIPE 4 IN DIAMETER2C3.1
CORRUGATED POLYETHYLENE DRAIN PIPE 4 IN DIAMETER2C3.1
TRENCH DRAIN
CATCH BASIN
7C3.1
CORRUGATED
POYLETHYLENE
DRAIN PIPE 4 IN. DIA.
PERMEABLE AGGREGATE
TRACE WIRE
GEOTEXTILE FABRIC
FOR SEPARATION
2"
2"
MIN.
2 IN. PERMEABLE
AGGREGATE SETTING BED COMPACTED
SUBGRADE
90% MDD
12"
SURFACE VARIES SEE PLAN
PIPE ALLOWANCES
ALTERNATIVE PRECAST BASE SECTION
ALL METAL PIPE
*
12"
15"
12"
15"
15"4"21" MIN.4" MIN. (
T
Y
P.)5"34"24"5"
30"
20"
(SEE NOTE 1)
#3
BAR
HOOP
#3
BAR
EACH
CORNER
#3 BAR
EACH
WAY
2", 4", 6",
12", OR
24"
*
1.
NOTES
2.
3.
4.
5.
6.
7.
PIPE MATERIAL
REINFORCED ORPLAIN CONCRETE
PRECAST BASE SECTION
RECTANGULAR ADJUSTMENT SECTION
RECTANGULAR SOLID CAST IRON COVER
ONE #3 BAR FOR 6" (IN) HEIGHT
INCREMENT (SPACED EQUALLY)
#3
BAR
HOOP
#3 BAR
EACH
CORNER
18" (IN)
MIN.
MAXIMUM
INSIDE
DIAMETER
(INCHES)
CPSSP(STD. SPEC. SECT.9-05.20)
SOLID WALL PVC(STD. SPEC. SECT.9-05.12(1))
PROFILE WALL PVC(STD. SPEC. SECT.9-05.12(2))
#3 BAR (TYP.)3"MIN.22"
(SE
E
N
O
T
E
6
)26"(SEE N
O
T
E 6)
AS ACCEPTABLE
ALTERNATIVES TO THE REBAR
SHOWN IN THE PRECAST
BASE SECTION, FIBERS
(PLACED ACCORDING TO THE
STANDARD SPECIFICATIONS),
OR WIRE MESH HAVING A
MINIMUM AREA OF 0.12
SQUARE INCHES PER FOOT
SHALL BE USED WITH THE
MINIMUM REQUIRED REBAR
SHOWN IN THE ALTERNATIVE
PRECAST BASE SECTION.
WIRE MESH SHALL NOT BE
PLACED IN THE .NOC.OUTS.
THE .NOC.OUT DIAMETER
SHALL NOT BE GREATER THAN
20" (IN). .NOC.OUTS SHALL
HAVE A WALL THIC.NESS OF
2" (IN) MINIMUM TO 2.5" (IN)
MAXIMUM. PROVIDE A 1.5" (IN)
MINIMUM GAP BETWEEN THE
.NOC.OUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER
THE PIPE IS INSTALLED, FILL
THE GAP WITH JOINT MORTAR
IN ACCORDANCE WITH
STANDARD SPECIFICATION
SECTION 9-04.3.
THE MAXIMUM DEPTH FROM
THE FINISHED GRADE TO THE
LOWEST PIPE INVERT SHALL
BE 5
(FT).
THE FRAME AND GRATE MAY
BE INSTALLED WITH THE
FLANGE DOWN, OR
INTEGRALLY CAST INTO THE
ADJUSTMENT SECTION WITH
FLANGE UP.
THE PRECAST BASE SECTION
MAY HAVE A ROUNDED FLOOR,
AND THE WALLS MAY BE
SLOPED AT A RATE OF 1 24
OR STEEPER.
THE OPENING SHALL BE
MEASURED AT THE TOP OF
THE PRECAST BASE SECTION.
ALL PIC.UP HOLES SHALL BE
GROUTED FULL AFTER THE
BASIN HAS BEEN PLACED.
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
1" THICK MARINE GRADE
PLYWOOD
SYNTHETIC TURF W/ 1.25"
DEPTH INFILL MATERIAL
SOLID CATCH
BASIN COVER
3" RUBBER FLEXIBLE
EDGING STAPLED TO
MARINE GRADE PLYWOOD SYNTHETIC TURF
TYPE 1 CATCH BASIN
COMMON BORROW A
OR EX. SUBGRADERISER AS NEEDED
GEOTEXTILE FOR
SEPARATION
ACO SPORT SYSTEM 4002
NEUTRAL CHANNEL
HMA CLASS 1/2 INCH
2" CSTC
4" CSBC
CLASS 4000 CONCRETE
CLASS 4000 CONCRETE FENCE
POST FOOTING
4"4"4"
61 8"
55 8"
CLASS 4000 CONCRETE CURB
1'-21 8"
95 8"
#3 CONT.
#3 24" O.C.
1%95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
Sheet ____ of ____
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /0 9/2024ROBE R T W .DRO
LL
1
SCALE: 1" = 1'-0"
Not Used
C3.1
1
SCALE: 1" = 1'-0"
Corrugated Polyethylene Drain Pipe 4 In. Dia.
C3.1
2
SCALE: 1" = 1'-0"
Type 2 Drywell
C3.1
3
SCALE: 1 1/2" = 1'-0"
Type 1 Catch Basin
C3.1
4
SCALE: 1" = 1'-0"
Type 1 Catch Basin with Synthetic Turf Lid
C3.1
5
SCALE: 1" = 1'-0"
Trench Drain
C3.1
6
DRAINAGE
DETAILS
C3.1
SCALE: NOT TO SCALE
Trench Drain Catch Basin
C3.1
7
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
FENCING PLAN
C4.0
10' CHAIN LINK FENCE
6' CHAIN LINK FENCE
4C5.2
1C5.2
12' SLIDE GATE3C5.3
8' PEDESTRIAN FENCE GATE3C5.2
10' PEDESTRIAN FENCE GATE
10' PEDESTRIAN FENCE GATE 6C5.2
6C5.2
10' PEDESTRIAN FENCE GATE 6C5.2
12' SLIDE GATE
12' SLIDE GATE3C5.3
3C5.3
4' CHAIN LINK FENCE1C5.34' CHAIN LINK FENCE1C5.3
EXISTING 8' CHAIN LINK FENCE TO REMAIN
8' CHAIN LINK FENCE1C5.2
TENNIS HITTING WALL10C5.0
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
SCALE: 1"=20'
10'20'30'40'0'
SOCCER FIELD
FENCING PLAN
ENLARGEMENT
C4.1
8' CHAIN LINK FENCE1C5.2
4" O.D. TERMINAL POST
12' SLIDE GATE3C5.3
8' PEDESTRIAN GATE3C5.2
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
12' SLIDE GATE 3C5.3
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
12' SLIDE GATE 3C5.3
4' CHAIN LINK FENCE 1C5.3
4' CHAIN LINK FENCE 1C5.3
3'-9"
1'-10"
6'-0"4'-0"
3'-0"
8'-0" TYP.
8'-0" TYP.
2-3/8" O.D. LINE POST
2-3/8" O.D. LINE POST
2-3/8" O.D. LINE POST
5'-5"8'-0" TYP.
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
8' CHAIN LINK FENCE1C5.2
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
SCALE: 1"=20'
10'20'30'40'0'
TENNIS COURT
FENCING PLAN
ENLARGEMENT
C4.2
10' CHAIN LINK FENCE 4C5.2
10' PEDESTRIAN FENCE GATE 6C5.2
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST 4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
4" O.D. TERMINAL POST
10' PEDESTRIAN FENCE GATE 6C5.2
10' PEDESTRIAN FENCE GATE 6C5.2
2'-3"
8'-0" TYP.
5'-0"
8'-0" TYP.
9'-0"
8'-6"
8'-6"
8'-6"8'-0" TYP.
8'-0" TYP.2'-3"2'-3"
8'-0" TYP.2'-3"
2'-3"
8'-0" TYP.8'-0" TYP.
3'-3"
8'-0" TYP.
8'-6"
8'-0" TYP.8'-0" TYP.
2-3/8" O.D. LINE POST2-3/8" O.D. LINE POST 2-3/8" O.D. LINE POST
2-3/8" O.D. LINE POST
2-3/8" O.D. LINE POST
2-3/8" O.D. LINE POST
TENNIS HITTING WALL 96 LF 10C5.0
96'-0"
2-7/8" O.D. HIGH STRENGTH
GRADE 50,000 PSI LINE POST
TO BE INSTALLED 8' O.C. IN
FENCE SECTION SUPPORTING
TENNIS HITTING WALL
2"
.75"
PERMEABLE AGGREGATE BASE COURSE
PERMEABLE AGGREGATE TOP COURSE
SYNTHETIC TURF W/ 1.75" DEPTH
INFILL MATERIAL
GEOTEXTILE FABRIC FOR SEPARATION
SUBGRADE COMPACTED
TO 95% MDD
13 4"
4"
FINISH GRADE
=TOP OF INFILL x x
1/2" R
(2) #3 REBAR 4" CLEAR
FROM TOP AND BOTTOM OF
CURB. 2" CLR FROM SIDES
HORIZONTAL BARS 2' O.C.
CLASS 4000 CONC.
MEDIUM BROOM FINISH
PERPENDICULAR TO FIELD
OF PLAY
4" CSBC
FINISHED GRADE
8"
4"4"
4"
8"
2x4 SYNTHETIC NAILER
13 8"
FASTEN NAILER TO CONC.
CURB W/ 1/4" X 2-3/4"
CONCRETE ANCHOR
HOLD INFILL FIN. GRADE 1/2"
BELOW TOP OF 6" CONCRETE
CURB
NOTE:
TOP OF INFILL SHALL MATCH
PAVEMENT ELEVATION AT ALL
FIELD ENTRANCES FOR
HANDICAP ACCESSIBILITY -
ADJUST IN FIELD AS REQUIRED.
SYNTHETIC
TURF
GLUE SYNTHETIC
TURF TO CONC.
CURB
HMA CLASS
1/2 INCH
x x
2" HOT MIX ASPHALT
PAVEMENT
2" CSTC
4" CSBC
SUBGRADE COMPACTED
TO 95% MDD
2"
2"
4"
1'-0"
1%
TOP OF CURB, ELEV. PER PLAN
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 3"
CLEAR FROM BOTTOM
ADJACENT SURFACE
MATERIAL VARIES
4" x 16" CSBC O.C. OF CURB
COMPACT IN SITU MATERIAL
AND COMMON BORROW TO 95%
CLASS 4000 CONCRETE
9"
COURT SECTION 1/2" R. EDGER, BOTH SIDES
4" CORNER POST
1'-0"
SAWCUT JOINT 1" DEEP
CLASS 4000 CONCRETE CURB
2-3/8" LINE POST
SAWCUT JOINT 1" DEEP
6"
6"SPOT ELEVATION
DIMENSIONS FROM INSIDE OF CURB
VALVE BOX COVER WITH
SYNTHETIC TURF
LEVELING
BOLT
2" O.D. PIPE
CLAMPS
11"PEA GRAVEL SUMP
CLEAN & WASHED
LEVELING BRICK
CONCRETE BACKING
QUICK COUPLING VALVE
RECYCLED PLASTIC 2X4
LEDGER BOARD. ALL SIDES
FASTENED W/ (2) #4 3"
SCREWS EACH SIDE1'-6"
SYNTHETIC
TURF
#4 REBAR
1"3'-6"
FOOTING WIDTH:
12" O.D.
EMBED POST FULL DEPTH
COMPACTED SUBGRADE TO 95%
CLASS 4000
CONCRETE FOOTING
CORNER POST = 4" O.D.GALVANIZED DUPLEX OUTLET W/
WEATHERPROOF COVER
3/4" CONDUIT
2'-0"
FASTEN BOX TO POST
W/ SELF TAPPING
SCREWS
FASTEN GALVINIZED STEEL
CONDUIT TO FENCE POST W/
2 HOSE CLAMPS
3/4" GALVANIZED STEEL
CONDUIT AFTER SWEEP
6" STRIPS AT 24" O.C.,
45° TO BORDER
WHEEL STOP
NO PARKING REGULATORY SIGN
VAN ACCESSIBLE
REGULATORY
SIGN
VAN ACCESSIBLE
REGULATORY SIGN
HANDICAP
PARKING
SYMBOL
BLUE BACKGROUND
WHITE SYMBOL
NOTE:
1.60" x 60" BLUE BACKGROUND. BLUE SHALL BE IN
ACCORDANCE WITH MUTCD/FEDERAL SPECIFICATIONS.
(COLUMBIA PAINT 17-123-21 INSTANT DRY ACRYLIC
TRAFFIC PAINT "HANDICAP BLUE" OR EQUIVALENT)
2.42" x 48.75" SYMBOL OF ACCESSIBILITY SHALL BE
WHITE.
* SEE STATE FABRICATION MANUAL APPENDIX D-12
3'-6"
FOOTING WIDTH:
12" O.D.
BOTTOM OF PANELS 18" MIN.
FROM FINISH GRADE. BOTTOM
TO STAY LEVEL
EMBED POST FULL DEPTH
11"
1-5/8" O.D. TOP RAIL, TOP RAIL
THROUGH LINE POST CAP
HORIZONTAL PANEL STRUT
COMPACTED SUBGRADE TO 95%
CLASS 4000 CONCRETE FOOTING
LINE POST = 2-7/8" O.D. SCHEDULE
40 HIGH STRENGTH GRADE 50,000
PSI , 8' O.C. TYP.
10'-0"
RALLY MASTER BACKBOARD PANEL
2'-4"
3'-0"
3'-0"
1'-0"
1%
TOP OF CURB, ELEV. PER PLAN
MEDIUM BROOM FINISH,
STROKE @ 90° TO ℄ OF CURB
#4 REINFORCING BARS, 2"
CLEAR FROM SIDES & 4" CLEAR
FROM TOP AND BOTTOM.
ADJACENT SURFACE
MATERIAL VARIES
4" x 16" CSBC O.C. OF CURB
COMPACT IN SITU MATERIAL
AND COMMON BORROW TO 95%
CLASS 4000 CONCRETE
2'-0"
COURT SECTION 1/2" R. EDGER, BOTH SIDES
VERTICAL AND HORIZONTAL
#4 REINFORCING BARS
PLACED 18" O.C.95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
Sheet ____ of ____
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /0 9/2024ROBE R T W .DRO
LL
1
SCALE: 1" = 1'-0"
Synthetic Turf
C5.0
1
SCALE: 1" = 1'-0"
Tennis Court Concrete Curb A
C5.0
2
SCALE: 1" = 1'-0"
Concrete Perimeter Curb
C5.0
4
SCALE: 1" = 1'-0"
Synthetic Turf @ Concrete Curb
C5.0
5
SCALE: 1 1/2" = 1'-0"
HMA Class 1/2 Inch
C5.0
3
SCALE: 1" = 1'-0"
Tennis Court Concrete Curb B
C5.0
6
SCALE: 1" = 1'-0"
Curb Scoring Plan
C5.0
7
SCALE: 1" = 1'-0"
Quick Coupling Valve with Synthetic Turf Lid
C5.0
8
SCALE: 1/2" = 1'-0"
Tennis Hitting Wall
C5.0
10
SCALE: 1" = 1'-0"
Electrical Outlet
C5.0
9
SCALE: 3/8" = 1'-0"
Accessible Parking
C5.0
12
SCALE: 1/2" = 1'-0"
Handicap Parking Symbol
C5.0
11
SITE DETAILS
C5.0
ELEVATION
END ELEV.
WHEEL STOP SHALL BE CLASS
5000 CEMENT CONCRETE
PLAN VIEW
HOLE FOR 12" STD. PIPE OR
34" DIA. REIN. ROD
(OPTIONAL 1" X 3" HOLE)
DRAINAGE OPENING
SECTION
65 8"
ANCHOR ROD:
12" STD. PIPE OR REINFORCING BAR SET
INTO SLEEVE. ASSURE ROD FITS TIGHT
IN SLEEVE WITHOUT BINDING.
(2) #3 38"
38" TOOLED
EDGE (TYP.)
41 4"
21 8"
21 2"
83 8"
61 2"
61 2"
2'-11 4"
℄ PARKING STALL
ANY
TIME
NO
PARKING
12" X 18" METAL SIGN
PARKING REGULATORY
SIGN INSTALLATION
NOTE: REQUIRED AT THE HEAD OF EACH
ACCESSIBLE AISLE BY WAC 51-50-1101
ACCESSIBLE
VAN
12" X 18" METAL SIGN W/
INTERNATIONAL SYMBOL OF
ACCESS AND STATE
'DISABLED PARKING PERMIT
REQUIRED' TEXT
6" X 12" METAL SIGN W/ 'VAN
ACCESSIBLE' INFO ON VAN
ACCESSIBLE SPACES
PARKING REGULATORY
SIGN INSTALLATION60" TOBOTTOMOF SIGNPLACARDFINISH GRADE,
PAVEMENT TYPE VARIES,
SEE SITE MATERIALS
PLANS. PLACE SIGN
FOOTING IN LANDSCAPE
AREA IMMEDIATELY
BEHIND EDGE OF PAVING
2" SQ.
PERFORATED
STEEL TUBING
PARKING
REGULATORY SIGN
(SIGN AND HEIGHT
VARIES)
3" X 3" X 3 16"
SLEEVE
12" DIA. CLASS 4000
CONCRETE FOOTING
A-2SC TWO-SIDED
REDI-ROCK BLOCK
WALL CAP
F-ST STRAIGHT TOP
REDI-ROCK BLOCK
HMA CLASS
1/2 INCH
4" BARK MULCH
UP TO EXISTING
FENCE
PERMEABLE
AGGREGATE
4" CSBC 6"
4"
EPOXY WALL CAP TO
WALL BLOCK EXISTING
FINISH GRADE
EXISTING
FENCE
VARIES
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
Sheet ____ of ____
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /0 9/2024ROBE R T W .DRO
LL
1
SCALE: 1" = 1'-0"
Precast Concrete Wheel Stop
C5.1
1
SCALE: 1" = 1'-0"
Parking Regulatory Sign Installation
C5.1
2
SCALE: 1" = 1'-0"
No Parking Regulatory Sign
C5.1
4
SCALE: 1" = 1'-0"
Van Accessible Regulatory Sign
C5.1
3
SCALE: 1" = 1'-0"
Redi-Rock Block Seat Wall
C5.1
5
SITE DETAILS
C5.1
SLOPE VARIES
END POST CAP
4" OD STD PIPE
ROUND TERMINAL
POST
TENSION BANDS @ MAX.
15" 0.C. SPACING, TYP.
5 16" DIA. ADJUSTABLE TRUSS ROD @
ALL END AND CORNER PANELS, AND
AT CHANGES IN DIRECTION
WIRE TIES @ 24" O.C.
KNUCKLED SELVAGE AT TOP, 1" FROM
TOP OF FABRIC TO TOP OF RAIL
TOP RAIL SLEEVE
@ RAIL ENDS (TYP)
LINE POST CAP, TYP.
2-3/8" Ø STD PIPE LINE
POST (TYP), 8' O.C.
WIRE TIES @ 15" O.C.
HOG RINGS @ 24" O.C.
ALONG TENSION WIRE
TENSION WIRE
FINISH
GRADE
TURNBUCKLE
TENSION BAR
BOTTOM SELVAGE KNUCKLED-SET BOTTOM
OF SELVAGE 1 IN. ABOVE FIN. GRADE, TYP.1.66" O.D. BOTTOM RAIL-SET
BOTTOM OF RAIL 1-1/2" ABOVE
FIN. GRADE
WIRE TIES @ 24" O.C.
CHAIN LINK FABRIC, TYP.
8' FENCE LINE POST
FOOTING NOT SHOWN. SEE
DETAIL 2, THIS SHEET.
TRUSS ROD @ END & CORNER SECTIONS ONLY
8' FENCE LINE POST
FOOTING NOT SHOWN. SEE
DETAIL 2, THIS SHEET.
8' FENCE TERMINAL POST
FOOTING NOT SHOWN. SEE
DETAIL 2, THIS SHEET.NOTE:
1.FOOTINGS NOT SHOWN ON THIS DETAIL FOR CONVENIENCE. PROVIDE FOOTINGS AT EACH POST.
2.FABRIC TO BE FROM SALVAGED EXISTING FENCE AS INSTRUCTED ON DEMOLITION PLAN
3.ALL 8FT. TALL CHAIN LINK FENCING FABRIC, FRAMES, POSTS, AND FITTINGS SHALL BE GALVANIZED.
4.INSTALL FABRIC ON 8 FT. TALL FENCING FACING INTO THE FIELD AREA.
3"
FINISH
GRADE
4" Ø TERMINAL POST
2-3/8" Ø LINE POST
CLASS 4000
CEMENT
CONCRETE
SUBGRADE
COMPACTED
TO 95% MDD
3"
SURFACING
VARIES, SEE
SITE PLAN
1'-0" DIA
3'-0"
ROUND 4" CORNER POST KNUCKLED SELVAGE AT TOP, 1" FROM
TOP OF FABRIC TO TOP OF RAIL
TURNBUCKLEFINISH GRADE
3'-6"
WIRE TIES @ 15" O.C.
5 16" O.D. ADJUSTABLE
TRUSS ROD @ ALL ENDS
AND CORNER PANELS, AND
AT CHANGE IN DIRECTION
LINE POST CAP
1-5/8" O.D. MID RAIL
BOTTOM SELVAGE KNUCKLED-SET
BOTTOM OF SELVAGE 1" ABOVE
FINISH GRADE, TYP.
2-3/8" O.D. LINE POST, 8' O.C.
1-5/8" O.D. TOP RAIL
TENSION BAR
ROUND POST CAP
8' TYP.
TENSION BANDS 15" O.C.
10'-0"
WIRE TIES @ 15" O.C.
5'-0"
COMPACT EX. SUBGRADE MATERIAL
AND COMMON BORROW TO 95%
NOTE:
1. FRAMES, FABRIC, POSTS AND RAILS ARE TO BE SCHEDULE 40 PIPE GALVANIZED IN
ACCORDANCE WITH A.S.T.M DESIGNATION A-120
2. INSTALL FABRIC ON TENNIS COURT SIDE OF FENCE
1-7/8" O.D. BOTTOM RAIL
2-3/8" O.D. LINE
POST 8' O.C.
TOP RAIL SLEEVE @
RAIL ENDS, TYP.
CHAIN LINK FABRIC
TO BE 1-3/4" INSTALL
FABRIC ON COURT
SIDE
3'-6"
FOOTING WIDTH:
12" O.D.
FINISH GRADE
KNUCKLED SELVAGE ON CHAIN LINK FABRIC
CONTINUOUS AT TOP, 1" ABOVE TOP RAIL
EMBED POST FULL DEPTH
5'-0"
1-5/8" O.D. TOP RAIL, TOP RAIL
THROUGH LINE POST CAP
KNUCKLED SELVAGE @ BOTTOM
OF FABRIC. SET BOTTOM OF
FABRIC 1" ABOVE CURB
COMPACTED SUBGRADE TO 95%
CLASS 4000 CONCRETE FOOTING
CORNER POST = 4" O.D.
LINE POST = 2-3/8" O.D., 8' O.C. TYP.
1-7/8" O.D. BOTTOM RAIL,
1" ABOVE FINISH GRADE
10'-0"
1"
1-3/4", 9 GAUGE CHAIN LINK FABRIC
INSTALL ON COURT SIDE
1-5/8" O.D. MID RAIL
WIRE TIES 15" O.C., TYP.
LINE POST CAP
ENLARGEMENT
1 5/8" O.D.TOP RAIL
LINE POST CAP
CHAIN LINK FABRIC10'-0"
7'-0"
4'-0" OPENING
(FACE TO FACE)
4" LATCH POST
CHAIN LINK FABRIC
POST CAP
TENSION BAR
(TYP.4 SIDES)
FULCRUM LATCH W/
STRIKE STRAP
4" HINGE POST
2" GATE FRAME, ALL
JOINTS WELDED TO
MAKE A SOLID FRAME
1-5/8" O.D. TOP RAIL
COMPACT EX.
SUBGRADE AND
COMMON
BORROW TO 95%
4'-5"
1"
8'-0"
4.00 OPENING
(FACE TO FACE)
CHAIN LINK FABRIC
4" O.D. LATCH POST
FULCRUM LATCH
W/ STRIKE STRAP
TENSION BAR
(TYP.4 SIDES)
4" O.D. HINGE POST
2" GATE FRAME,
ALL JOINTS
WELDED TO
MAKE A SOLID
FRAME
POST CAP
TENSION BANDS
15" O.C.
4'-5"
COMPACT EX.
SUBGRADE AND
COMMON BORROW
TO 95%95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
Sheet ____ of ____
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /0 9/2024ROBE R T W .DRO
LL
1
SCALE: 1/2" = 1'-0"
8' Chain Link Fence
C5.2
1
SCALE: 1" = 1'-0"
8' Chain Link Fence Section
C5.2
2
SCALE: 1/2" = 1'-0"
10' Chain Link Fence
C5.2
4
SCALE: 1/2" = 1'-0"
10' Fence Post Section
C5.2
5
SCALE: 1/2" = 1'-0"
10' Pedestrian Fence Gate
C5.2
6
SCALE: 1/2" = 1'-0"
8' Pedestrian Fence Gate
C5.2
3
FENCING
DETAILS
C5.2
EQUAL SPACING - MAX 8' O.C.4'-0"TENSION BAR
FINISH GRADE
TURNBUCKLE
TENSION
BANDS 15" O.C.
1.66" O.D.
BOTTOM RAIL
5/13" O.D. ADJUSTABLE TRUSS
ROD @ ALL ENDS AND CORNER
PANELS, GATE PANELS, AND AT
CHANGES IN DIRECTION
BOTTOM SELVAGE KNUCKLED,
SET BOTTOM OF SELVAGE 1"
ABOVE FINISH GRADE, TYP.
LINE POST, TYP.
2-3/8" OD
PRESSED STEEL
DOME CAP
WIRE TIES @ 15" O.C.
KNUCKLED SELVAGE AT TOP, 1" FROM
TOP OF FABRIC TO TOP OF RAIL
1.66" O.D. TOP RAIL
TOP RAIL SLEEVE
@ RAIL ENDS, TYP.
LINE POST LOOP CAP
2'-0"TERMINAL POST
4" O.D.
12" O.D. TYP.
12" O.D. TYP
1"
LINE POST CAP
ENLARGEMENT
4'-0"KNUCKLED SELVAGE @ BOTTOM
OF FABRIC, SET BOTTOM OF
FABRIC 1" ABOVE CURB
1.66" O.D. BOTTOM RAIL,
2" ABOVE FINISH GRADE
CHAIN LINK FABRIC W/ 2"X2"
MESH FABRIC, 9 GAUGE
(MOUNT ON PARKING LOT SIDE)
FINISH GRADE
WIRE TIES 15" O.C., TYP.
TERMINAL POST = 4" O.D.
LINE POST = 2-3/8" O.D.
1.66" O.D. TOP RAIL
KNUCKLED SELVAGE ON CHAIN
LINK FABRIC CONTINUOUS AT
TOP 1", ABOVE TOP RAIL
1.66" O.D. TOP RAIL
LOOP POST CAP
1" CLASS 4000 CONCRETE
FOOTING TYP.2'-0"12" O.D.
3"-6"
CHAIN LINK FABRIC
TENSION ROD
GATE PLAN
TO OPEN
12'-0"
CHAIN LINK
GATE ELEVATION
6'-0"
4" POSTS
4" POST @ FAR SIDE
OF DRIVEWAY OPENING
ALL FRAME POSTS TO
BE WELDED TOGETHER
1 4" FILLET WELD
CONTINUOUS
CUT AWAY ELEV.
FABRIC
CHAIN LINK FABRIC
18'-0"
12'-0"6'-0"
WIDTH = GATE LENGTH, GATE OPENING, WIDTH, OVERHANG WIDTH, AND SLIDE PATH LENGTH COMBINED
3'-0", TYP.CLASS 4000 CONCRETE
FOOTING TYP.
HMA CLASS 1/2 INCH
18" O.D. TYP.
2-1/2" DIA GALVANIZED STEEL
BOTTOM RAIL
1 - TRUSS ROD REQ'D
4" ROUND GATE RECEIVER
LATCH WITH LOCK BAR
2" DIA. GALV STEEL UPRIGHT
4" O.D. POST W/
PRESSED STEEL
POST CAP 2 TRUSS RODS REQ'D
IN MIDDLE & END BAYS
1 1/2" DIA.
GALV
STEEL INT
UPRIGHT
1 1/2" DIA. GALV
STEEL INT UPRIGHT
PRESSED STEEL
DOME CAP
2" DIA. GALV. STEEL UPRIGHT
4" O.D. POST
2" DIA. GALV STEEL UPRIGHT
TRUSS ROD REQ'D
FOR END BAY
HEIGHT VARIES,
4' HEIGHT @ 4' CL FENCE
6' HEIGHT @ 8' CL FENCE
PREMIUM NYLON STEALTH ROLLERS
WITH UNIVERSAL CANTILEVER ROLER
COVERS FOR NYLON ROLLERS
PREMIUM NYLON STEALTH ROLLERS
WITH UNIVERSAL CANTILEVER ROLER
COVERS FOR NYLON ROLLERS
2-1/2" DIA GALVANIZED
STEEL TOP RAIL
2" DIA. GALV STEEL UPRIGHT
2" DIA. GALV STEEL UPRIGHT
1 1/2" DIA. GALV
STEEL INT UPRIGHT
PREMIUM NYLON STEALTH ROLLERS
WITH UNIVERSAL CANTILEVER ROLER
COVERS FOR NYLON ROLLERS
2-1/2" DIA GALVANIZED
STEEL TOP RAIL
2-1/2" DIA GALVANIZED STEEL
BOTTOM RAIL
PREMIUM NYLON STEALTH ROLLERS
WITH UNIVERSAL CANTILEVER ROLER
COVERS FOR NYLON ROLLERS
4" O.D. POST
FINISHED GRADE
SECTIONPREMIUM NYLON STEALTH ROLLERS
WITH UNIVERSAL CANTILEVER ROLER
COVERS FOR NYLON ROLLERS
TENSION ROD
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
Sheet ____ of ____
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /0 9/2024ROBE R T W .DRO
LL
1
SCALE: 1/2" = 1'-0"
4' Chain Link Fence
C5.3
1
SCALE: 1/2" = 1'-0"
4' Fence Terminal and Line Post Footing
C5.3
2
SCALE: 1/2" = 1'-0"
12' Slide Gate
C5.3
3
FENCING
DETAILS
C5.3
95% SUBMITTAL - NOT FOR CONSTRUCTIONA B C D E F G H
1
2
3
4
5
6
Yelm High School
Yelm WA
Yelm HS Soccer
Field Conversion
and Tennis
Courts
Reconstruction
R
Call 811two business daysbefore you dig
4405 7th Ave. SE, Suite 203
Lacey, WA 98503
360.456.3813
bob@rwdroll.com
STATEO F WASHIN
G
T
ONLAND
S
CAPE A R C H ITECTNO
.530EXP.2 /09/2024ROBE R T W .DRO
LL
1
0
SCALE: 1"=30'
15'30'45'60'
RESTORATION
AND UTILITY
MODIFICATION
PLAN
C6.0
ELECTRICAL OUTLET 9C5.0
4" BARK MULCH
4" BARK MULCH
RESTORATION PLAN LEGEND
QUICK COUPLER WITH
SYNTHETIC TURF LID
8C5.0