05-08-19 Play area site plan/
/ CONSTRUCTION LIMITS, TYR
ENLARGEMENT PLAN A, SEE \
/ ENLARGEMENT PLAN B, SEE
3.1
/ I
_ MEET
e � I
ENLARGEMENT PLAN D, SEE
1
3.
ENLARGEMENT PLANE SEE
3. \
EXISTINGTRAII �
(MOWED) 1
IL
WATER WELL LOCATION (BY OTHERS)
ENLARGEMENT PLAN F, SEE /
L3.5
ENLARGEMENT PLAN G. SEE -
ENLARGEMENT PLAN C, SEE e
- 3.3
EXISTING TRAIL
-
25'
25'WETLANDBUFFER SETBACK
21,
0 \ 20' WETLAND BUFFER
ell
LEGEND:
EEDCONSTRUCTION LIMITS
® LAYOUT CONTROL POINT
CENTERLINE
WETLAND BOUNDARY/BUFFER
,= EXISTING CONTOUR
.` EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
PROPOSED CONTOUR
889.58 EXISTING SPOT GRADE
AGGREGATE WALK
BITUMINOUS PAVEMENT - TYPE 1
•z ,-.':'. CONCRETE PAVEMENT - TYPE 1
ENGINEERED WOOD FIBER MULCH
SAND
CONSTRUCTION LIMITS, TYP.
ASSUMED WETLAND BOUNDARY
/ ! BOULDER RETAINING WALL
r ' 1 ✓. -
�SEE DETAIL
■ j 6.1
`j ■ /./ j �g ay, 6" CONCRETE PAD BY OTHERS
i
8\ / / i
��
� `� CONSTRUCTION LIMITS, TYP.
,
1898,
- - -
\ � 8' WIDTH BITUMINOUS TRAIL .
\ \ \ \ SEE DETAIL8.
e ' R5.0' /
/ .
- EXISTING PARKING LOT
9Q OVERALL LAYOUT PLAN �- _
L3.0 �— - -
SEE DETAIL e
\ 6.1
/
-- LARGE GROUP SHELTER
/ SEE DETAIL e
6.1
�- GRILL
N
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SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
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OVERALL SITE
PLAN
C.P. SHEET
xxxxxxx L3.0
It
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(2) LARGE BOULDERS FOR
BENCH, SEE DETAIL
6.
8' WIDTH BITUMINOUS TRAIL -
SEE DETAIL
SUSPENSION ROPE
CLIMB & PLATFORM '
SEE DETAIL
7 l
- 4" THICK CONCRETE PAD
SEE DETAIL '
HAND WATER PUMP
1 R7.3' ' . .
WATER TABLE AND WATER CHUTE
SEE DETAIL e
CONCRETE CHANNEL
FOR WATERCOURSE J i • . y'
i:
WIDTH.• - PUSH BUTTON WATER ACTIVATOR
APPROX. 60 L.F. r '
WIDTH VARIES WITH SPOUT SEE � ' y "
8'__J�.
Ae
SMALL BOULDER, TYP. 3
, - A
I'
i
1
BOULDER, VARIOUS SIZES J a
CI
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SET INTO CONCRETE
CHANNELAND
EMBANKMENT, FIELD d Q5 a
PLACED, SEE NOTES.
6" CONCRETE PLAY CURB
' SEE DETAIL
e ��5
1 BOULDER BENCH -
1 SEE DETAIL
s.
L BOULDER SEATING , 12" CONCRETE CURB -'
'PERCH', SEE DETAIL \\\ SEE DETAIL
6. \� e
f
SEAT WALL
SEE DETAIL,
IL
--------------------------
MATCHLINE 2 / L3.4
1 PLAY AREA ENLARGEMENT A
L3.1
12" DEPTH SAND
9
~�I
++ , �I
++ ++ I
+ + + + + I
++ ++ ++
+ + + + + + + +
1
f
CONCRETE CHANNEL
FOR WATERCOURSE
APPROX. 42 L.F. WIDTH VARIES
MEDIUM BOULDER, TYR
LARGE BOULDER, TYP. J
f
JJ
FLAGSTONE STEPPERS j
Q`
}d d f
ACCESSIBLE SAND
TABLE (WOODEN) !
SEE DETAIL e fj
+ + +�
v CURVED WOOD BENCH L + r
r-A2516 J SEE DETAIL e / R3' + + +
+ + +
I+++-ram+
LEGEND:
eCONSTRUCTION LIMITS AGGREGATE WALK
LAYOUT CONTROL POINT BITUMINOUS PAVEMENT - TYPE 1
CENTERLINE CONCRETE PAVEMENT -TYPE 1
Js- : EXISTING CONTOUR +++++ ENGINEERED WOOD
+ + FIBER MULCH
EXISTING DECIDUOUS TREE
SAND
y EXISTING CONIFER TREE
PROPOSED CONTOUR
889.68 EXISTING SPOT GRADE
N
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J
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J
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SCALE IN FEET
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013222-000
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ENLARGEMENT
PLAN A
C.P. SHEET
XXXXXXX L3.1
M
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
MATCHLINE L3.3
1 TUNNEL PLAY -ENLARGEMENT B
L3.2
LEGEND:
CONSTRUCTION LIMITS
® LAYOUT CONTROL POINT
CENTERLINE
EXISTING CONTOUR
EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
PROPOSED CONTOUR
EEs.sE EXISTING SPOT GRADE
AGGREGATE WALK
BITUMINOUS PAVEMENT -TYPE 1
CONCRETE PAVEMENT-TYPE1
+++++ ENGINEERED WOOD FIBER MULCH
SAND
N
o a B
H:
SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
PLAN BY: CHECKBY:
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ENLARGEMENT
PLAN B
C.P. SHEET
xxxxxxx L3.2
MATCHLINE L3.2 LEGEND:
'--------------------------------------------------------------- EE� CONSTRUCTION LIMITS
rt t ; -I- T
' .• a / PRESCHOOL HILL CLIMB �+ + \\+ + 1 LAYOUT CONTROL POINT
j SEE DETAIL + 1 + + \+ \ Fj
CENTERLINE
BITUMINOUSTRAIL + + \ • 1
+� + � � "� EXISTING CONTOUR
6" CONCRETE PLAY CURB l- - + +
EXISTING DECIDUOUS TREE
SEE DETAIL "� + + - 1 � �' �
_ r EXISTING CONIFER TREE
e. I + + i + I LOG BENCH, TYP.
+ + + + SEE DETAIL s r 1
• Rio T+ + ,, � PROPOSED CONTOUR
EDGE OF MULCH 6. B' WIDE BITUMINOUS 1
I \r STAINLESS STEEL I\ + TRAIL, TYP. SEE DETAIL , eas.sa EXISTING SPOT GRADE
+ + + + EMBANKMENT SLIDE y + AGGREGATE WALK
+ + 4 ?q;,, 4 SEE DETAIL 1
�+ 6.6 ' BITUMINOUS PAVEMENT - TYPE 1
+ + + + +
' + ' + _ 826' �� 11 CONCRETE PAVEMENT -TYPE 1
BOULDER BENCH
I + + SEE DETAIL@ +++++ ENGINEERED WOOD FIBER MULCH
1 l + + 1 + +
� I R5
`l + + SAND
ELEMENTARY HILL CLIMB �� r • r + + + \
SEE DETAIL + -4-
1 12" DEPTH RS
® w ---
+ ENGINEERED WOOD ---+
FIBER MULCH + `+
SEE DETAIL
_ - +. + ; ' + ' + + i + + ` 16.93'
+ ' + + + + + + + / , 1— MATCH TO EXISTING TRAIL
+ +i " + + ��� + 4r~ + + + +
L; 1 LOG BENCH, TYP.
CM CLUSTER- . SEE DETAIL e _ _ _
r + - 1'- +
J I + + - STEPPERS F + T +
y SEE DETAIL + + + + + +I f
N ,
w I i ,� + +' + f + + + EDGE OF MULCH
z I + + + ( + +
2 I I + + + +
+ + + Q + + + T + +
C I R35' + + + + + + + + + +
� I
Q I \� + L 12" DEPTH + + WOODEN BALANCE ; . t, .,r- Y
\ ENGINEERED WOOD I LOG BENCH, TYP. + FIBER MULCH ++ .+ +BEAM EQUIPMENT
SEE DETAIL SEE DETAIL
+ SEE DETAIL + + + ; + 6.6 , +' e /
+ +W+ + + Z+ 1 + + +
\ + + + r
\ w. 11
+
_ +
+ + T i l.i.. l + i
1 + + + + +
7��y���} ��,���27 � / I U { i j l
LANDSCAPE EDGING, TYP. r
1 + + + + O + +
+ + + FALL SAFETY 1 + I
+ + ZONE, TYP. �..
MINI ROCK SCRAMBLE
I
I B' TALL STEPPERS �� + + + +
SEE DETAIL + + + + +,
I + + + �- EXISTING TRAIL
f� IIII /
I + + +\J� + + + /
+ + + + / N
+ + +� + /
-----------------+-----�---}-----------------------\------- / ------
MATCHLINE L3.5
7 BALA_ NCE AREA ENLARGEMENT C
L3.3 0 4 8
H:
SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
ASSHOWN CA
PLAN BY: CHECKBY:
KR CA
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ENLARGEMENT
PLAN C
C.P. SHEET
xxxxxxx L3.3
(6) LARGE BOULDERS FOR i
SEATING AT TOP, SEE DETAIL e
1 '
28' STARTTO FINISH LENGTH
HIGH POINT
17 FT HIGHER A �� 'r■rrr , i,ii.. ii%•' % /-
THAN TRAIL
I irrrrr •, -� �Ij, ■ I � �i
••� r'y / e/ ■ •""' 'lip �
r•jiir•�'
.,.•1-
I CLIMBING ROUTE
BURY EACH BOULDER
TO A MINIMUM OF 3 OF
HEIGHT OF BOULDER
8' WIDE BITUMINOUS
TRAIL SEE DETAIL
t
J
{ /
0
START 0
2' X 4' LONG SMOOTH LOGS f� ;'!l �
I + 4WITH FLATTOPS r 1 , y .
BURY 3/4 OF HEIGHT OF LOG J r
USE LARGE (3' X 5') BOULDERS
I WITH FLAT TOP FOR STEPPERS
CREATE VARYING LEVELS OF
STEPS RANGING FROM 8'" -18" EDGE OF MULCH, TYP. -
1 USE SMALLER FLAT 8" DEPTH
I BOULDERS IN BETWEEN WOOD FIBER MULCH
ALONG SCRAMBLE ROUTE (40 SF), SEE DETAIL
� aI
6.3 G
1 I
I PLAN VIEW
NORTH ROCK SCRAMBLE -ENLARGEMENT D [BID ALTERNATE
MATCHLINE L3.1
LEGEND:
EEdCONSTRUCTION LIMITS
F_&__1 LAYOUT CONTROL POINT
CENTERLINE
- END FIELD PLACED BURIED FLAT TOP
- HIGHER THAN START, LOGS, 12'-20" WIDTH x 3'-5' LENGTH
''9� EXISTING CONTOUR
SEE GRADING PLAN
G
BURIED BOULDERS, FIELD PLACED
EXISTING DECIDUOUS TREE
L f
GRADE AT MAXIMUM 3:1 SLOPE
y EXISTING CONIFER TREE
t - - - - - - - - - - ---- - - - - - - - - - - - - -
=
962
eesse EXISTING SPOT GRADE
-FINISH
- - -
- ---- - - - - - - -
961
96
AGGREGATE WALK
START _ _ _ _
959
BITUMINOUS PAVEMENT - TYPE 1
- - - -
958
957
CONCRETE PAVEMENT- TYPE 1
M--
J
-- - - - --- -
956
+++++ ENGINEERED WOOD FIBER MULCH
w
+
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SAND
J
'
+/- 31.32'
SECTION A - A'
NOTES:
1. USE 10" =18" DIAMETER LOGS FOR STEPPERS ALONG ROCK
SCRAMBLE CLIMB.
2. BURY LOGS AND BOULDERS A MINIMUM OF31 OF THE HEIGHT.
3. USE BOULDERS WITH A FLAT SURFACE.
4. BOULDERS AND LOGS SHALL BE PLACED IN THE FIELD AT
THESE APPROXIMATE DIMENSIONS BUT IS SUBJECT TO
CHANGE BASED UPON AVAILABILITY OF BOULDER SIZES.
5. STEP HEIGHT SHALL VARY BETWEEN CLIMBS AND SHALL BE A
MINIMUM OF 6" TO A MAXIMUM OF 24" HEIGHT.
6. MAXIMUM FINISH GRADE SLOPE SHALL BE 3:1. -
------963
962
-,- START-961
960
-----959
958
---.--: -957
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SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
PLAN BY: CHECK BY:
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SITE PLAN
ENLARGEMENT
D&E
C.P. SHEET
xxxxxxx L3.4
T• MATCHLINE L3.3
-------------------------------------------------------------
+ + +
+ +' , + /, I
PRAIRIE RESTORATION
FOR DISTURBED AREAS .+ + + _ • �• ►G� LOG TABLE 8 CHAIRS
LAWN SEE DETAIL
-I- + + +.:....,.._.... AREA
+
+51 + f �
FORTBUILDING
$. + + (LOCATION FOR 1
f -I- STOCKPILED LOGS)
+ +
f.� + + + y j
B' WIDTH BITUMINOUS + + +
TRAIL, TYP. SEE DETAIL I + I
1 + +� I '
+ LOG BENCH, TYR ,
SEE DETAIL f
--- 2 1
+ + + + + g .' .®•'. LOG TABLE & CHAIRS
+ + + + { `+ ' SEE DETAIL 3 f
+ + LANDSCAPE EDGING, TYP. + +
4' + + + + + + +
+ + ++ + + + + . + + a D
-+- il(A ss'
i I
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� - + + j � + + + EXISTING TREES TO
+ ). + + REMAIN (PROTECT
j DURING CONSTRUCTION)1
R3z + +/ + + + + + r T ENGINEERED WOOD / I
FIBER MULCH
LARGE BOULDER PILES FOR —K + + + + + + + + + SEE DETAIL
CLIMBING (BASE BID) FOR BID + + + + +
ALTERNATE CLASSIC ROCK'N' 6' SAFETY FALL 6.3 !
ROPE CLIMB, SEE DETAIL + + + ZONE, TYP. } +
` 1 + + -+ + + + +
I
— EDGE OF MULCH, TYP. /
1 + + + + + +
+ +. + + + F ��
+ + + + + — T r
r + + _F + I CONSTRUCTION LIMITS, TYP.
1 + -I- + + 7.61' + +
1 �
1 _+_
+
+
+ +
\ +
I
_ 176
_ -1 E
----------------
-------- MATCHLINE L76 ----------------------------
1� BOULDER CLIMBING -ENLARGEMENT F
LEGEND:
CONSTRUCTION LIMITS
LAYOUT CONTROL POINT
CENTERLINE
a EXISTING CONTOUR
4a EXISTING DECIDUOUS TREE
E- EXISTING CONIFERTREE
PROPOSED CONTOUR
88 EXISTING SPOT GRADE
AGGREGATE WALK
® BITUMINOUS PAVEMENT - TYPE 1
CONCRETE PAVEMENT -TYPE 1
+++++ ENGINEERED WOOD FIBER MULCH
+ + SAND
N
0 4 8
H:
SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE:
DESIGN BY:
AS SHOWN
CA
PLAN BY:
CHECKBY:
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ENLARGEMENT
PLAN F
C.P. SHEET
xxxxxxx L3.5
MATCHLINE L3.5
1 TRAIL CROSSING_ - ENLARGEMENT G_
L3.6
--—,—------------ —
% r ,
i�
\ r
/
R15'
L�
i BITUMINOUS TRAIL
SEE DETAIL
�-
t
L �
C4 � \
\ 36.5' \
LEGEND:
EEICONSTRUCTION LIMITS
E LAYOUT CONTROL POINT
CENTERLINE
EXISTING CONTOUR
S EXISTING DECIDUOUS TREE
EXISTING CONIFER TREE
ses.se EXISTING SPOT GRADE
AGGREGATE WALK
BITUMINOUS PAVEMENT - TYPE 1
CONCRETE PAVEMENT - TYPE 1
+++++ ENGINEERED WOOD FIBER MULCH
SAND
N
I
D 4 8
H:
SCALE IN FEET
WSB PROJECT NO.:
013222-000
SCALE:
DESIGN BY:
AS SHOWN
CA
PLAN BY:
CHECK BY:
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ENLARGEMENT
PLAN G
C.P. SHEET
xxxxxxx L3.6
MIN. T WIDTH
15%18" HT.
EXPOSED
1 BOULDER BENCH BID ALTERNATE
LG.2 NTS
BOULDER SEATING: FIELDSTONE BOULDERS SET
WITH EXPOSED HEIGHT OF 15"-18".
CONTRACTOR SHALL SET BOULDERS
ACCORDING TO SIZE AND SHAPE FOR BEST FIT
IN LOCATIONS AS DIRECTED BY LA-EIOWNER.
CONTRACTOR IS RESPONSIBLE FOR LOADING,
HAULING, UNLOADING, AND PLACING BOULDERS.
BID ALTERNATE
3 1 LOG TABLE & CHAIRS
NTS
(2) 8" LENGTH GALVANIZED MACHINE
BOLTS PER LEG, FLUSH WITH FINISH
SURFACE, TYP. CENTER BOLT ON LEG
V LENGTH x 18" WIDTH x 6" DEPTH
WOOD LOG. SAND SMOOTH TOP
SURFACE
12" DIAMETER x 2.5' LENGTH LOG LEGS,
BURIED 4" BELOW FINISH GRADE
15"-18" HT, FINISH GRADE
4"
BID ALTERNATE
TABLEICHAIRS NOTES:
1. LOG CHAIRS TO BE 18" HEIGHT
AND MOVABLE.
2. LOG TABLE SURFACE TO BE 30"
DIAMETER. BURY TABLE POST
LOG A MINIMUM OF 213 DEPTH
BELOW SURFACE FOR STABILITY.
SEATING NOTES:
1. SEATING HEIGHT TO BE 15"-18" ABOVE FINISHED SURFACE WITH A
SEATING AREA AT A MINIMUM OF 18" SQUARE
2. USE LARGEST DIAMETER LOGS AVAILABLE TO ALLOW FOR SHAPING
3. FOR LARGE CHAIRS, BURY A MINIMUM OF 213 DEPTH BELOW
SURFACE
wsb
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
PLAN BY: CHECKBY:
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DETAILS -
SEATING
C.P. SHEET
xxxxxxx L6.2
PLAY SAND
8-12" DEPTH (REFTER TO PLANS FOR LOCATIONS) z" INSIDE RADIUS, TYP.
CERTIFIED ENGINEERED WOOD FIBER RESILIENT (2) #4 REBAR - REPLACE WITH %" x 18" STEEL SLIP
SURFACING, SEE NOTE BELOW DOWELS AT EXPANSION JOINT LOCATIONS (TYP)
- -- rr-r
-- - ------------- ------ - GEOTEXTILE 1,
----------------------------�--_ - � ;.- 2` 4 THICKCONCRETEWALK
-----------------------------
-__-----------------_--_------_--------
12"MIN.-------------------- --- --- - --- SEE DETAIL t
_:.
e
/- / ✓ / /r � r.��/ PLAY AREA SUBGRADE WITH GEOTEXTILE 12" MIN. i' CLASS 5 AGGREGATE BASE
' FABRIC /✓
/ / ///./ / ! �� ✓/ c l PLAY AREA SUBGRADE / ✓J r
!i.✓.!/;n.r,/!!,.il/ r/,!•. rlr.lr %: j/{r e.x�r
STANDARD PROCTOR DENSITY [. %i �!4�1� 1•y i sr •iiy/ry\:
NOTE:
1. CERTIFIED ENGINEERED WOOD FIBER RESILIENT SURFACING
SYSTEM TO BE FURNISHED AND PLACED TO A MINIMUM OF 12
INCH COMPACTED DEPTH - COMPLETE, INCLUDING WOOD FIBER,
GEOTEXTILE FABRIC AND ANY DRAINAGE AGGREGATE. FINAL
DEPTH TO BE BASED ON MANUFACTURER'S RECOMMENDATIONS
TO MEET THE FALL HEIGHTS OF PLAY EQUIPMENT AS PER ASTM
AND CPSC REQUIREMENTS. SEE PLANS.
ENGINEERED WOOD FIBER SURFACING
L6.3 NTS
SAND, }" BELOW CURB
2" RADIUS, BOTH SIDES
(2) #4 REBAR - REPLACE WITH %" x 18" STEEL SLIP
DOWELS AT EXPANSION JOINT LOCATIONS (TYP)
12" x�6" CONCRETE CURB
6" DEPTH TOPSOIL (" BELOW CURB), LOWER
TOPSOIL DEPTH BY 4" TO ACCOMMODATE
` r HARDWOOD MULCH IN PLANTING BEDS
I
PLAY AREA r— i /r � SUBSOIL BACKFILL
SUBGRADE
SUBGRADE COMPACTED TO 100
STANDARD PROCTOR DENSITY
C3 PLAY CURB
L6.3 NTS
12" DEPTH CERTIFIED ENGINEERED WOOD FIBER
RESILENT SURFACING SEE DETAIL 11 SHEET L6.3
MnDOT 3733 TYPE 1 GEOTEXTILE FABRIC
..................:.
INSTALLED AROUND THE ENTIRE TRENCH (TYP)
3" MIN.
_
- -- -
PLAY AREA SUBGRADE SHALL BE SLOPED TO
:OVERLAP:
DRAIN TOWARD THE DRAINTILE TRENCH (TYP)
— 8" WIDE AGGREGATE TRENCH CONTAINING MnDOT
3149.2H COARSE FILTER AGGREGATE AROUND THE
\,
DRAINTILE PIPE- PROVIDE A MIN. 2" DEPTH UNDER
AND AROUND BOTH SIDES OF THE PERFORATED
;.i
DRAINAGE PIPE (TYP) - USE THIS ONLY WITHIN PLAY
DEPTH ARIES 3j
t (✓'i
AREA AND PLANTING BEDS, DO NOT INCLUDE IN
SEE PLANS r
AREAS BENEATH PAVEMENT OR TURF
FOR INV. ELEV /
2" MIN, =: •
/:?;;;5'i3��
4" DIA. PERFORATED FLEXIBLE DRAINTILE WITH
TRACER WIRE AND MnDOT 3733 TYPE 1
GEOTEXTILE FILTER
''
Sint'>.::.i:
r"✓ 8 ^ ?' ` '�^�f
.... ,. >rT5'-:;i : -y::r ;-�✓r/',�->
O PLANSFOR INVERT ELEVATIONS AND INCLUDE
ALL REQUIRED CONNECTIONS, END CAPS, AND
OTHER RELATED APPURTENANCES (TYP)
4 DRAINTILE AT SAND PLAY AREA
L6.3 NTS
GEOTEXTILE FABRIC '
SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR DENSITY
NOTE:
CONTRACTOR OPTION TO POUR SEPARATELY.
12"x6" #4 BAR @18' O.C. IF SEPARATE POURS
OCCURS.
2 THICKENED CONCRETE EDGE AT SAND PLAY AREA
L6.3 NTS
NOTES:
CRACK CONTROL JOINTS SHALL BE
PLACED AT ALL CORNERS AND
INTERSECTIONS OF THE PLAY AREA
CURB WITH JOINTS EQUALLY SPACED IN
BETWEEN CORNERS AND
INTERSECTIONS ALONG ALL SECTIONS
OF CURB AT 10' MAXIMUM INTERVALS
AND SHALL EXTEND TO 1/3 THE DEPTH
OF THE CONCRETE. REPLACE CRACK
CONTROL JOINTS WITH 1/2" EXPANSION
JOINTS AT 30' MAXIMUM INTERVALS.
ONE PIECE SDR - 35
CLEANOUT RISER
(SIZE AS PER PLAN)
HUB WITH THREADED
CAST IRON PLUG - PLUG
TO BE SET 2" BELOW
FINISHED GRADE
PLAN VIEW
4" DIA. SDR-35 "Y"
SECTION
4" DRAINAGE PIPE- SEE
4" DIA. SDR-35 "Y" PLANS FOR ADDITIONAL
SECTION INFORMATION
FINISHED GRADE ELEVATION iOR SUBGRADE OF PLAY CONTAINER] - REFER TO PLANS
NOTE: SOLVENT WELD ALL JOINTS
(NON-GASKETED)
HUB WITH THREADED
CAST IRON PLUG
ONE PIECE SDR-35
CLEANOUT RISER SLOPE AS PER PLANS
(SIZE AS PER PLAN) —
4"*DRAINAGEPIPELANS FOR
ADDITIONAL INFORMATION
SECTION VIEW
NTS
CLEANOUT
V V s�
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
PLAN BY: CHECKBY:
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xxxxxxx L6.3
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TOP OF DECKING TO BE FLUSH - 2x4 CURB EDGE
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WHERE THEY MEET
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TO ALLOW FOR AN EASY AND MORE
DIFFICULT ROUTE (REVIEW AND
APPROVAL OF HOLD/JUG LOCATIONS
BY LA-E PRIOR TO INSTALL)
6"X12" CONCRETE CURB - DECKING AND TOP OF
CONCRETE TO BE FLUSH WHERE THEY MEET.
SEE DETAIL
957.0 ELEV — — — — — — — — -
956.0 ELEV — — — — — — — - ... -- - --_ .- A�_-..,_,.
12" DEPTH CERTIFIED ENGINEERED 1
WOOD FIBER RESILIENT j
SURFACING SEE
e !
PLAY AREA SUBGRADE WITH GEOTEXTILE FABRIC
6"X6" BEAMS SUITABLE FOR GROUND
CONTACT EQUALLY SPACED NO
GREATER THAN 24" O.C.
�1 HILL CLIMBER - PRESCHOOL
L6.4 NTS
153"
2x4 FRAME JOISTS SUITABLE FOR GROUND CONTACT EQ.
SPACED NO GREATER THAN 9" O.C. - ATTACH TO 6"X6" BEAMS
WITH JOIST HANGARS 2x4 EXTERIOR FASCIA SUITABLE FOR GROUND
CONTACT NAILED TO JOISTS
6"X6" BEAMS SUITABLE FOR GROUND CONTACT'
EQUALLY SPACED NO GREATER THAN 24" O.C.
2x6 LEDGER BOARD SUITABLE FOR GROUND CONTACTATTACHED TO
CONCRETE CURB WITH 112" DIA X 3" LONG GALV EXPANSION BOLT NO
GREATER THAN 9" O.C.
2x6 LEDGER BOARD SUITABLE FOR GROUND CONTACT ATTACHED TO
CONCRETE CURB WITH 1/2" DIA. X 3" LONG GALV EXPANSION BOLT- CUT
TOP EDGE OF LEDGER TO FIT WITH FRAME - CONNECT TO FRAME WITH
JOIST HANGAR
2x4 DECK BOARDS (COMPOSITE OR STAINED WOOD) ATTACHED TO
FRAME JOISTS WITH DECK SCREWS (PRE -DRILL HOLE TO AVOID
SPLITTING AND COUNTERSINK SCREWS)
2x4 CURB EDGE (COMPOSITE OR CEDAR) WITH ENDS TAPERED AS
INDICATED - CONNECT TO DECK BOARDS WITH 1/4" DIA. DECK SCREWS
(PRE -DRILL AND COUNTERSINK BOLTS)
2x4 FRAME JOISTS SUITABLE FOR GROUND CONTACT - ATTACH
��- �0• TO 6"X6" BEAMS WITH JOIST HANGARS
20 MEDIUM SIZED SCREW -ON HOLDS/JUGS (SUITABLE FOR
2X4 BOARDS) INSTALLED IN RANDOM PATTERNS APPROX.
10" -16" APART TO ALLOW FOR AN EASY AND MORE
DIFFICULT ROUTE (REVIEW AND APPROVAL OF HOLD/JUG
LOCATIONS BY LA-E PRIOR TO INSTALL)
,��� r ♦ NO HOLD/JUGS BELOW SURFACING
24"; i♦ ♦ ��t.
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a ��` j=� ♦ ♦ > �'`r ' RESILIENT SURFACING SEE DETAIL
r r.r.•.�♦ _ —�
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-PLAY AREA SUBGRADE
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY
AS SHOWN CA
PLAN BY: CHECK BY:
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C.P. SHEET
xxxxxxx L6.4
TALL STEPPERS SEE DETAIL
2
s. 8' WIDTH SPIDER CLIMBING WEB
^ SEE NOTES
BALANCE BEAM SEE DETAIL
4
6.5 O
BID ALTERNATE
NTS
Q / \
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CLUSTER STEPPERS
SEE DETAILe i
O 6.5
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18" 12" - DIA 10A
DIA. DIA.
_ r
10" 12"
i \ DIA. DIA
12"
i DIA.
10"
12" / DIA.
DIA. 12" 12" -
CLUSTER STEPPERS DIA 10"
DIA.
PLAN VIEW
WOOD PEGS FOR HAND HOLDS, SEE NOTE BELOW
2'
r O.C.
f 6'
O.C.
- MIN .10" DIAMETER POSTS, REMOVE
BARK, SMOOTH SURFACE
_0„ 7A" DIAMETER WOOD PEGS FOR HAND
HOLDS. PLACED AT VARYING HEIGHTS
ARE -DRILL INTO POSTS
4'-0" - - - - - - - - --NOTCH INTO POST AT 45"
- - - -' - - - - - - 44'
FOR FOOT HOLDS
I
12" 4'
17 DEPTH CERTIFIED ENGINEERED
i I WOOD FIBER MULCH SEE DETAIL
I DRIVE IN WOOD POSTS A MINIMUM
3'-0" OF 4' DEPTH INTO SUBGRADE
I i L
EXISTING SOIL
, I I
I I TAPERED ENDS
E BID ALTERNATE
TALL STEPPER. _
L6.5 NTS
CLUSTER STEPPERS
1. 10" DIAMETER MINIMUM
2. DISTANCE BETWEEN SHALL NOT EXCEED 18"
3. MAXIMUM HEIGHT TO BE 30"
BALANCE BEAM
1. BARK REMOVED FROM BALANCE BEAM LOG, KEEP AS SMOOTH
AS POSSIBLE
2. COUNTERSINK BOLT THROUGH BALANCE BEAM INTO LOWER
WOOD OR NOTCH TOGETHER FOR ADDED SUPPORT
NO SPACING BETWEEN CLUSTER
STEPPERS,TYP
12"
DIA. 70"
DIA.
18"
DIA
CLUSTER LOG PODS OF
6"-18" DIAMETER WITH VARYING
HEIGHTS FROM 12"-30-
30"
- 2 4 - - - - - - - - - - - - - - - - - - - - 26'- - -
24" HT.
30" MAX HEIGHT - - _ HT. 22"
- - - - - - 18. - - HT. 18" - -H2"
12" T.
-12= - - - - - - - - 4" - - - 16" H T.
1 T HT.
- - - - -HT.- - - - -
HT.
+ + +++ + +++ +
t + + + + + +
++++++++++
4' MINIML
BURY DEP
BID ALTERNATE
3 CLUSTER STEPPERS
L6.5 NTs
SECTION VIEW
FINISH GRADE
12'DEPTH ENGINEERED
WOOD FIBER MULCH
SEE DETAIL
+ + i
PLAY AREA SUBGRADE
III-
WITH GEOTEXTILE
F I _ I ,
FABRIC, TYP.
DRIVE IN WOOD POSTS
A MINIMUM OF 4' DEPTH
INTO SUBGRADE
TAPERED ENDS
EXISTING SOIL
Y V sb
WSB PROJECT NO.:
013222-000
SCALE:
DESIGN BY:
AS SHOWN
CA
PLAN BY:
CHECKBY:
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C.P. SHEET
xxxxxxx L6.5
30"
PLAY CURB SEE DETAIL 3
6.3
- STAINLESS STEEL
TOP OF PLATFORM -
EMBANKMENT SLIDE
_ 12"
957.0
FINISHED GRADE ------- ----- _ ---------------- — —
____ _ __ ___ III -III -III =IIII� 11 -
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6.3 -I I I-III-III-1
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=1 1-1
.III III III —I _ i I ii I I
III- --CONCRETE FOOTING
-iT Il II-
BOULDER RETAINING WALL
SEE GRADING PLAN
& DEPTH COMPACTED
CLEAN CLEAR ROCK
COMPACTED SUBGRADE
BENEATH FOOTING
— 957
-� 953.92
— — — — — — — — — — — — — — 11" FINISHED GRADE
I
_-- --- -- ===-= - --- — 953
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18'
12" DEPTH PLAY AREA
RESILIENT SURFACING SEE 6.3
CONCRETE FOOTING
PLAY AREA SUBGRADE WITH
GEOTEXTILE FABRIC
6" — — — — — — — — 949
& DEPTH COMPACTED
CLEAN CLEAR ROCK
COMPACTED SUBGRADE
BENEATH FOOTING
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WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
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m STAINLESS STEEL EMBANKMENT SLIDE
L6.6 NTS
C.P. SHEET
xxxxxxx L6.6
BID ALTERNATE
20.3'
SAFETY FALL ZONE, TYP.
[RODUCTINFORMATION
MODEL
CR-211 ROCK N ROPE 11
MANUFACTURER
THEMED CONCEPTS
794 15TH ST SW
FOREST LAKE, MN 55025
WWW.THEMEDCONCEPTS.COM
EMAIL:
INFO@THEMEDCONCEPTS.COM
PHONE: 855-724-3270
wsb
WSB PROJECT NO
013222-000
SCALE: DESIGN BY:
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PLAN VIEW CR-211 - ROCK N ROPE 11
1 BOULDER CLIMB BID ALTERNATE THEMED CONCEPTS
L6.7 NTs
LOCAL DISTRIBUTOR
ST. CROIX RECREATION FUN
PLAYGROUNDS INC
1826 TOWER DRIVE WEST
STILLWATER, MN 55082
CONTACT: MICK BASICH
PHONE, 651-430-1247
EMAIL: MB@STCROIXREC.COM
b�
—38'-1 1 1 /2"
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23'-4"
v.l—di,, f Pk y
TOTAL SQUARE FOOTAGE
773 SQF.
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2691
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Structures
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PRODUCT INFORMATION
MODEL
2691 -ADVENTURESCAPES DESIGN 2
MANUFACTURER
LANDSCAPE STRUCTURES
601 7TH STREET SOUTH
P.O. BOX 198
DELANO, MN 55328
PHONE: 1-800-328-0065
LOCAL DISTRIBUTOR
FLAGSHIP PLAY
CONTACT:BRETT ALTERGOTT
PHONE: 763-550-7860
BRETT@FLAGS H IPPLAY.COM
Product Line:
Freestanding Play
Age:
5-12 Years
Budget:
$27,855
Area Required:
40x24
Weight:
5,880 Ihs.
Fall Height
56"
Safety Standard(s):
ASTM, CPSC
Bury Type:
Direct Bury
Post Material:
Aluminum
Components:
• AdventureScapese Design 2
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BOULDER CLIMB (ALTERNATE) I BID ALTERNATE
L6.7 NTS _
C.P. SHEET
XXXXXXX L6.7
6'
1
5.1'
21.8'
11.6' 5-.
CONCRETE PIPE
48" DIAMETER x 8' LENGTH
I
PLAN ;VIEW
I
SECTION VIEW
6' LENGTH, 9" DIAMETER CLIMBER
LOGS, SMOOTH SURFACE (BARK
STRIPPED), BURY BOTTOM OF LOG
(22 TOTAL FOR EACH MOUND)
GEOTEXTILE FABRIC BEHIND WOOD WALL
6x6 CEDAR POSTS, TYP.
2x4 CEDAR BOARDS, VARIOUS LENGTHS
(2) 3X8 CEDAR BOARD, 11.6' LENGTH
PIPE
EET FINISH GRADE
R EACH LOG, RECESSED
TER LOGS, 6' LENGTH
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
ASSHOWN CA
PLAN BY: CHECKBY:
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1 HOBBIT TUNNELS
LB.B NTS
C.P. SHEET
xxxxxxx L6.8
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BOULDER BENCH
SEE DETAIL
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-
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4'
4
4'
-
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SUSPENSION ROPE CABLE
TIED TO GROUND HOOKS AT 2' INTERVALS
LOG POSTS, DIRECT BURY
ROPE RAILING TIED TO POSTS
9' LENGTH LOGS
10" DIAMETER
12" DEPTH WOOD FIBER MULCH
-
APPROX. 75 SF. SEE DETAIL
L6.3
e
BITUMINOUS TRAIL,
S9, SEE DETAIL ,
EDGE OF MULCH -
BID ALTERNATE
6.1
SECTION VIEW
PLAN VIEW
BITUMINOUS TRAIL, -
SEE DETAIL
7
6.1
ENGINEERED WOOD FIBER MULCH
GEOTEXTILE FABRIC
LEGEND:
EEICONSTRUCTION LIMITS
LAYOUT CONTROL POINT
Fl
CENTERLINE
4 EXISTING DECIDUOUS TREE
i } EXISTING CONIFER TREE
BITUMINOUS PAVEMENT - TYPE?
CONCRETE PAVEMENT-TYPE1
+ + I CERTIFIED ENGINEERED WOOD
+++++ FIBERSURFACING
f
7,81'
I
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— 8,
CEDAR POSTS
ROPE RAILING
SUSPENSION CABLE
FINISH GRADE
CEDAR POSTS
ROPE RAILING
ROPE THROUGH EACH LOG
SUSPENSION ROPE
TIED TO POSTS
FINISH GRADE
s b
WSB PROJECT NO.:
013222-000
SCALE: DESIGN BY:
AS SHOWN CA
PLAN BY: CHECKBY:
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C.P. SHEET
xxxxxcx L6.9
LOG BRIDGE OPTION