HomeMy WebLinkAboutDrawings/of
II
1
Va
/ EM DB
CHECK
/ VALVE 3�Ya n
1 /--- No
S1 1H�S3
SEEP} ALL AREAS DISTURBED
/ BrCONS'IRUCTION & OPEN GRAS
S�iSE PISTAC
30 GAL. -''2 LBS.HIILLED BERMUDA PER 1,000 SQ.
21bs.ITNHULLED BER;PvICTDA 5LBS.ANN Y
Sept. 15 -March 1-5)-'
,'*MOW,FINISHE E AS NEEDED _ _
& SEED OPEN G ' SSY AREAS R I P _
4 WATEP, OAkS
30 OAi�-
Remove & haul off min.of 8" o:
Mound up soil mix to
12"ht.in middle of bed
Soil mix to be 1/3 topsoil
1/3 compost
1/3 decomposed pine bark mulc
3" pine bark mulch on tc
i�5ept.15
2 LIVE OAKS,30 GAL.
! 3 MMCAN PJA MS ,�� o
_3 GAL.
x'3`9
2 BRAYSF' 3 DWF.RED CREPE MYRTLES
� O P �S - �� .;•::•:•.
! / 30 dAL. �� 0 15 GAL. TONTO OR LOWER C
THAT STAYS BELOW 10' HT.
C LIMESTONE BORDER
" 8" & ADD SOIL MIXAHN-
} STOLID SOD EA M UND UP TO 12" IN MIDI[
SHADED ARE' -W,
• 2 ANTIQUE ROSE
GAI:.3' 0.
'' water line 1C-RS.R.M.FINCH VARIETY
Add min. of6nr ce d topsdil t be s BRADFORD PE S
I + pine bar h - I I 30 GAL.
0
I I
i2&Sea greerf JW1 iers
11 5 gal.4'1 o-'&. \ 0\E
teel eslgin ,� LEC.TRAN O
i ! side of
........::::: .
I
:...: ............
... .......... .
............
I
.:. i
............. .:::. .
......... ::::. .
sienna Drive ! SIGN BED ::'::::::::::
I �RE:DET U, THIS S
6 SHUMARD OAKS
30 GAL.
Jones Butler Rd.
50 0 50 100 150
Emma
Scale 1 " = 50'
FA
i
Existing trees
CUT LIMESTONE BORDE
6" X 8" & ADD SOIL MIX OF 6"
MOUND UP TO 12" HT MIDDLE
13 ANTIQ ROSES
GAL. ' C,OLD BLUSH VARIETY
16 CREPE MATTLES,30 GAL.
TE RE NNIAL SPIRIT
(P D COLOR)
I o 6 TER OAK 6' O C
0
MEXICAN PLUMS
GAL.
30
`Tlf
Add min. of 6" mixed to it to beds
+ 3" pine bark mulch on top
11 LIVE OAKS
30 GAL.
Detail of sign bed
VARIE
f'7
`
,e' P.a aok
,r Pod Oak
,ales,2gal.,2'6" o.c.
mow strip,4" x 12" wide
as per detail, sheet 11
awthorn,5 gal. 3'o.c.
ick limestone blocks,set to be 6"ht.above mow strip
STAKE ABOVE FIRST BRANCHES
OR AS NECESSARY TO KEEP
FROM SLIPPING
12 GUAGE GAL WIRE
ENCASED IN 1" DIA.
RUBBER HOSE
(2) 2"x2"x8' PINE
STAKES OR METAL
"T" POSTS
• PLANT SO THAT TOP OF ROOT
ry
BALL IS EVEN WITH THE
FINISHED GRADE
i
FORM TREE WELL;
8" IN HEIGHT
\Mn
W 00
��
SPECIFIED PLANTING MfX\\/\
�
WATER & TAMP TO
oQ
®0w
REMOVE AIR POCKETS
REMOVE EXIST. SOD, BREAK SOIL
.—I 00
r---1 (DQ
TO 8" DEPTH
® M�
Private Prope y
Keep I vehicles e equip o
Pond
TREE PLANTING NE� EL GROUND
CAIE: NOT TO SCALE
I
Private Property
Keep all vehicles, materials &equipment o
DATE: NOV.2004
PLANNER: PBV
REVISIONS:
PBV 1-18-05
r
P�3V 3-7-05
i
SHEET:
I
y' 602
°s� ;,sT�R�•,�� OF 1 5
'SPE ARCS
0
ry
W 00
��
�
oQ
®0w
.—I 00
r---1 (DQ
® M�
W
0
Do C�
4--1 J
o 0
—�
t.� U
3 X BALL DIA.
:H
%\ SOIL UNDISTURBED
% SOIL
(�
\. FERTILIZER
TABLETS
TREE PLANTING NE� EL GROUND
CAIE: NOT TO SCALE
I
Private Property
Keep all vehicles, materials &equipment o
DATE: NOV.2004
PLANNER: PBV
REVISIONS:
PBV 1-18-05
r
P�3V 3-7-05
i
SHEET:
I
y' 602
°s� ;,sT�R�•,�� OF 1 5
'SPE ARCS
MEA DUWS PUINT
R-1) MULTI -FAMILY
EI -I -(- Gas Sign
!
I
MEADOWS PEENT
P-1, MULTI -FAMILY
Piero ject _ Benchrmirk: - - - - - -- - - - - - - - - - - - -
Js Gas Meter Chiseled "X" in Back of Curb
El.= 319.62
9.2732
Holleman Drive
Fxist.T/Inlet= 318.9 1X1 -^ 60 1--?` 0` W`
Exist.FL= 310.75 !
T� C-19C�1/C=320.60/C=319.80 T/C=319.64 -
`_ 4' Concrete Sidewalk
-
--+-- - - - - - - - - - - - - -- - -- a----------- ---
Ex. Sewer Ml -I
-I /C = 3."111.5
--_------------ _
f- - - - - - - - - - - - - - -----
OLE
------------------------------------------------ -
EXISTING BERMS - I ! SLE LOCATION 320 \
\` ------ ---------------!-i--- ti �---------------------------- Exis't.,Overl�c:ad Electric \
- -
Property Line I N - _a '
1 ------------'--------------- '.9------------ --- ----- `� \\
\ al
�� 322
-_ -
--1-
---
+322,5 TOP OF BERM
+322,5 -TOP -OF i
322
/ !' / I I t - - ------ -------------;- -- /I � \- - - - - - - - - - - - - - - - - - - - - - - - - -
\ \ \ \ \
! I 1 i _--------------- 321---- 319 -
21
------------- - - - - - - - - - - -- - - -
-----------320--- ---� a ------ 320
-----------------
!
319 319
--------------------- -i-�---'" ! ---
318. 31 R.9 Lr. _319 9 s.r.
� 47 T.C.'-----------=------------------� \ / / �.�
318.46 FL / I ! 317.97 F
i \
INI
NORTH
' 18,4 318.L
! _
i
!
!
319.77 T.C. \
/ I I ; oii.ai \ 3113.19
j
318.8 T. \ 319.27 FL, \
C. � / � � !
! 318.30 FL
EXISTING PARKING LUT
1 >
318.19 FL
318.69 T.C. I j \ \ \ \ 319.67 T.C. /
I
I
110
1 I I ! 7/7
I
I !
j I 24' x 24" grate L
O OF RATE I
317.71 L 317. 0 FL : 3 7.42 318.85 FL 1
1 I _._I 317.66 F 317,83 L\ I
I 318.21 T.C. I 1317.50 T.C. 317.834 F318.39 319.35 T.C. 1
II
! 317.72 i 1
II
317,89 � 1
1 � 1
11 318.33
! 318
! 1EXIST.T/MH= 31'6.v
I! i iEXIST.FL= 314.42
PROPOSED PLAYGROUND
JL
_
9.8 _ /
L, ----------------- - - - -- ------------------------ ----- ------ --- �-
-
-- 98
319 -- ----
1 1 & SIDEWALK
i FL= 309.34
--
I 1 ! I --
CROMPTON PARK
° °.
201 HOLLEMAN DRIVE WEST ►'; I x S14I� G R E E S
I 1 1 1 I I FINISH FLOOR 1 1 ___ 3 s --\
WOODWAY WEST #1, BLOCK 1-16,2.22 ACRES I I I 1 ! 1 319.5 0 I i 1 I �- \ °
! & CRAWFORI.'_BURNETT TRACT 71.2 1 1 1 1 1 1 I I I I \
n n. -n ♦ n.. .[1 ...:!!111.1-. X7"1 "Ti
20 0 20 40 •0
Scale
1 a
ffi^�gg
eZ
q
ff
I I I I -------318
! I I I 1 -------317_ /
------16 / r
---- o
---315 -_
---- -- 314 T P OF RE J-. WALL
11 it i i Ir \\ 317,50
1 1 1 1 1 1 1 0 \
1 1 1 1 1 11
1 11 11 1 11 \ \
11 11 11 1 1 EXISTINGTREES
\ \ , L_Xt -IMG
13AS, KFT13AI I--
\\ (318. \ \,
\ 1
'9
318.9 %
1 1 1 GENERAL NOTES, \ 1
ALL. ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED \\
FROM VIEW OR ISOLATED S❑ AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW
1 \ 1 1 OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM \ \
1 \ 1 1 A POINT FIVE FEET ABOVE GRADE,SUCH SCREENING SHALL BE COORDINATED WITH \
----- EXISTING CONTOUR LINE 1 1 I 1 THE BLDG,ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. \ \
t \
1 1 I 1 EXTERIOR BLDG,a& SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 \ \\
1 \ I 1 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY \
1 I 1 PROJECT LIGHT HORIZON TALL Y.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT \
THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. \
11 100% OF GROUNDCOVER, DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL \\
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING
11 LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTI❑N. \\
1 I THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN,FEMA FLOODPLAIN MAP 1t48041C0305E \
v'
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>�19.8 �J
*F
PETER B.VANECEK
000000000000000
�••� A 602 a•:
nq/' ARG \
DATE: AUG,2010
PLANNER
PETE VANECEK
(979) 764-3412
REVISI❑NS:
MEADOWS POINT
R-4, MULTI—FAMILY
FH -Q--
Gas Sign
Exist.T/Inlet= 318.9
Exist.FL= 310.75
'C=319.26 T/C=318.97 �
lOy
;
-- ! IM
�1
MEADOWS POINT
R-4 MULTI—FAMILY
`— Ex. Sewer MI -1
Project Benehrnark:
Gas Meter Chiseled "X" in Back of Curb
E1.= 319.62
2732
Holleman Dave
60 ft R. 0. W.
!
-------- 19.00 T/C=319.11 19.36 319.71 C-320.60
_-- I /C=321.53T/CC-320.19 T
-_+ ------------ ---- 4' Concrete Sidewalk
- ----
-----------------------
- NEW ELEC.-------------------------------------- ` - - - - - - - - - - - - - - - - - - - - - - -
/
-----------------------I--�-- ,' ,�" OLE LOCATI❑N 320
�------------------------------- Cxis't..Overhead Electric \
--------------------- 3a9-------------321------------ \� \
- - - - - - - - - - I \I j j i 1,-------------- 2-
,322,5 TOP OF BERM; f
-------------322---
+322.5 TOP OF BERM \ \
---- -- \--------------------------
321 i/ // 319 \� \ \ \ \ c
----------------------' — \
\ 321 ---------------- I
----------------- 320_
20 �o
---319-- ----------- \ I 1 �`
319 --------- __
\
I 318.47 T.C. ' --
31,9T,C,----------------------------�\ \ /
�
I�I
7 F
E-- -- o
/
m X
�<E
I
/
I'.
Xz
W O
ia-1
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U Who
� HE
U
Imo:
X LL x
LD
U; --i LL_Lj
Dou
/
-
<E I— � :
1- I
/
a CLU -3:
IN;
UW
_
-_+ ------------ ---- 4' Concrete Sidewalk
- ----
-----------------------
- NEW ELEC.-------------------------------------- ` - - - - - - - - - - - - - - - - - - - - - - -
/
-----------------------I--�-- ,' ,�" OLE LOCATI❑N 320
�------------------------------- Cxis't..Overhead Electric \
--------------------- 3a9-------------321------------ \� \
- - - - - - - - - - I \I j j i 1,-------------- 2-
,322,5 TOP OF BERM; f
-------------322---
+322.5 TOP OF BERM \ \
---- -- \--------------------------
321 i/ // 319 \� \ \ \ \ c
----------------------' — \
\ 321 ---------------- I
----------------- 320_
20 �o
---319-- ----------- \ I 1 �`
319 --------- __
\
I 318.47 T.C. ' --
31,9T,C,----------------------------�\ \ /
18.4 318, 8
! 18,28
317,87 31 19
\ \ Oe
\ \ atP
319,77 T.C. \ \ I
319.27 FL \ I
EXISTING PARKING LUT �\ \\ I� Harvey MitchellPkwY
19.17 FL \> III LOCATION MAP
� \\ 319.67 T.C. NORTH NOT TO SCALE
X 24" grate / \
'OF C RATE
!
��, F' FL 3 7,42 ,
317.66 F317.83 L\ 318.85 FL 1 \
1 \
31 21 T.C. ; 1 317.50 T.C.
\
i 317.831 18.39®®®®®■®® ®®®®�1���0®�.�®®®■�®■®®■�®■®� I ,
' 317J2
! 3
i
318 318.33 ® l ® 1 \
EXIST.T/MH= 31;6. ---- ---- -- ® �'�—I2® \\ SME
I iEXIST.FL= 314.4231
_ , ® PROP ED PL G0UI�TD�� -
-
319 K
-----------.._ ______ � \ ®
918
FL= 309.34 I I I ► ® �� ®
317- _...- - -
I I ®
® `- - �, ® � ,� � 1\ Existing
\ ® t ,
® ® 1 1" Sch.40 pvc water li
CROMPTON PARK i i i' i i i I E X I SIMI l G TR E E S °
' FI N I SN FLOOR201 HOLLEMAN DRIVE WEST 6- _ \
WOODWAY WEST #1, BLOCK 1-16,2.22 ACRES j1 I 1 .
\\
I ®
& CRAWFORD BURNETT TRACT 71.2
7.263 ACRES,WOODWAY PARK I I I I I I e<a /
Rg
EXISTING
III
BASKETBALL /
�
III �,I iCOURT
Ao \ ®� �\
V L - x� gg \
0(318, \,
318 /
--------- --- / ® g� \ I \ \
1 /� 317 - - - - - - - - - - - - 6 CED ® \ I ® \ \
/
RE
---315 o
--
i AV
314 -- \\ �
----- -- — \\ T P OF :ET. WALE 401 \ E\ \, \,9
317,50®
o \ co
\ cc
1 I I 1 1 \
318,9 \ O
11 II 11 v,� E X I S TI N G TR E E S GENERAL N❑TESL
ALL \ \
RGROUND MOUNTED
NDMECHANICAL EQUIPMENT SHALL BE
FROMVIEW ❑R ISOLATEDSOASNOT T❑ BE VISIBLEFR❑M ANY PUBLIC N
R❑W
1
I OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
1 1\ / 1
A P❑INT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH \ � \ ,� �
----------------- EXISTING CONTOUR LINE i \ 1 / THE BLDG,ARCHITECTURE AND SCALE T❑ MAINTAIN A UNIFIED APPEARANCE, \ \ ca)
\ \ 43
EXTERIOR BLDG.a& SITE LIGHTING WILL MEET THE STANDARDS OF SECTI❑N 7,10
OF THE UNIFIED DEVELOPMENT ❑RDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
I 1 / PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT X
1 1 / THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE,
O
1 / 100% OF GR❑UNDCOVER,DECORATIVE PAVING,DEC❑RATIVE ROCK(NOT L❑OSE),❑R A PERENNIAL \ \
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING a
1 / LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
20 0 20 40 1 69/ \ 6PWi v �
THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN,FEMA FLOODPLAIN MAP #48041C0305E \ I
/ \ Q Q
\ Q
NORTH Scale 1 " = 20'
N
Ar
E
CU rk",
Q
n
I
I
I�
AM
I
II 0�
I.
P=
EgUIRI
�. +2'
+4' of T
�• .d,
PETER B.VANECEK
NED OR
C ` 602 •
6%Z 10 !
� / ,&Timm
SIN
H4DL LEMAN ARMS
AP R TMENTS,LOT 1
O NED BY COLLEGE
STATION STUDENT
HUS ING,LTD
R —411,' MULTI—CANTLY
DATE: AUG,2010
PLANNER
PETE VANECEK
(979) 764-3412
REVISIONS:
—SEPT Bi 010
:SHEET:
41
mwo
.
317.9
7 F
/
I
/
ia-1
U
Imo:
/
1- I
/
IN;
18.4 318, 8
! 18,28
317,87 31 19
\ \ Oe
\ \ atP
319,77 T.C. \ \ I
319.27 FL \ I
EXISTING PARKING LUT �\ \\ I� Harvey MitchellPkwY
19.17 FL \> III LOCATION MAP
� \\ 319.67 T.C. NORTH NOT TO SCALE
X 24" grate / \
'OF C RATE
!
��, F' FL 3 7,42 ,
317.66 F317.83 L\ 318.85 FL 1 \
1 \
31 21 T.C. ; 1 317.50 T.C.
\
i 317.831 18.39®®®®®■®® ®®®®�1���0®�.�®®®■�®■®®■�®■®� I ,
' 317J2
! 3
i
318 318.33 ® l ® 1 \
EXIST.T/MH= 31;6. ---- ---- -- ® �'�—I2® \\ SME
I iEXIST.FL= 314.4231
_ , ® PROP ED PL G0UI�TD�� -
-
319 K
-----------.._ ______ � \ ®
918
FL= 309.34 I I I ► ® �� ®
317- _...- - -
I I ®
® `- - �, ® � ,� � 1\ Existing
\ ® t ,
® ® 1 1" Sch.40 pvc water li
CROMPTON PARK i i i' i i i I E X I SIMI l G TR E E S °
' FI N I SN FLOOR201 HOLLEMAN DRIVE WEST 6- _ \
WOODWAY WEST #1, BLOCK 1-16,2.22 ACRES j1 I 1 .
\\
I ®
& CRAWFORD BURNETT TRACT 71.2
7.263 ACRES,WOODWAY PARK I I I I I I e<a /
Rg
EXISTING
III
BASKETBALL /
�
III �,I iCOURT
Ao \ ®� �\
V L - x� gg \
0(318, \,
318 /
--------- --- / ® g� \ I \ \
1 /� 317 - - - - - - - - - - - - 6 CED ® \ I ® \ \
/
RE
---315 o
--
i AV
314 -- \\ �
----- -- — \\ T P OF :ET. WALE 401 \ E\ \, \,9
317,50®
o \ co
\ cc
1 I I 1 1 \
318,9 \ O
11 II 11 v,� E X I S TI N G TR E E S GENERAL N❑TESL
ALL \ \
RGROUND MOUNTED
NDMECHANICAL EQUIPMENT SHALL BE
FROMVIEW ❑R ISOLATEDSOASNOT T❑ BE VISIBLEFR❑M ANY PUBLIC N
R❑W
1
I OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM
1 1\ / 1
A P❑INT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH \ � \ ,� �
----------------- EXISTING CONTOUR LINE i \ 1 / THE BLDG,ARCHITECTURE AND SCALE T❑ MAINTAIN A UNIFIED APPEARANCE, \ \ ca)
\ \ 43
EXTERIOR BLDG.a& SITE LIGHTING WILL MEET THE STANDARDS OF SECTI❑N 7,10
OF THE UNIFIED DEVELOPMENT ❑RDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY
I 1 / PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT X
1 1 / THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE,
O
1 / 100% OF GR❑UNDCOVER,DECORATIVE PAVING,DEC❑RATIVE ROCK(NOT L❑OSE),❑R A PERENNIAL \ \
GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE AREAS,THE PARKING a
1 / LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
20 0 20 40 1 69/ \ 6PWi v �
THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN,FEMA FLOODPLAIN MAP #48041C0305E \ I
/ \ Q Q
\ Q
NORTH Scale 1 " = 20'
N
Ar
E
CU rk",
Q
n
I
I
I�
AM
I
II 0�
I.
P=
EgUIRI
�. +2'
+4' of T
�• .d,
PETER B.VANECEK
NED OR
C ` 602 •
6%Z 10 !
� / ,&Timm
SIN
H4DL LEMAN ARMS
AP R TMENTS,LOT 1
O NED BY COLLEGE
STATION STUDENT
HUS ING,LTD
R —411,' MULTI—CANTLY
DATE: AUG,2010
PLANNER
PETE VANECEK
(979) 764-3412
REVISIONS:
—SEPT Bi 010
:SHEET:
41
mwo
.
T/C=319.80
-----------i-
Property Line
NORTH
- FH -F-7l
T/C=319.64
— ---_. -
+ 322,5 TOP OF BER
322
321
320
319
/
/
/
/
/
/
/
/
/
7.71
W
7.50 T.C.
(b
o
.0
y
i Project Benchmark:
Q) Chiseled "X" in Back of Curb
v) El.= 319.62
------
_ _._--_.w . __.r__ w _ .__ .__ ._ .....
9.2732
Holleman Drive
Ex. Sewer MH
— — — — — —
4' Concrete Sidewalk —
---- --- — —-------------- ----
-- j— ---------- — _ \
320
a2L--------- \
C — — — — — — — — — -- — — — — — — — — — — — — — — — — —
+322.5 TOP OF BERM
\ 319 — — — — — — — 321---------------- \ 1 \
320
319
31990.
17
EXISTING
PARKING LOT1,7
61
\ I
3 7.42 / I
17.66 F 83 318.85 FIL
317.9 18.39 i 319.35 T.C. 1
% \
�EXIST.LIGHT POLE / , /
1
_
317-
I
9.8
NSTALL 6' WIDE SIDEWALK +
6
I I I I I 317_
- I /
I I I I I I I o o \ ,'
I I I I I I EXISTIN , I I
I I I PAVILION I I EXIST. EXIST. \ ,'
TREES 16- - °- - TREES SCORE JOINTS,6' O.C. /
I
! I I FINISH FLOOR
319.50
II ,
+
/
l
/
I
I
\
\
11
11
1
11
11
\
\
/
'U1
/
/
/
/
/
/
/
/
/
7.71
W
7.50 T.C.
(b
o
.0
y
i Project Benchmark:
Q) Chiseled "X" in Back of Curb
v) El.= 319.62
------
_ _._--_.w . __.r__ w _ .__ .__ ._ .....
9.2732
Holleman Drive
Ex. Sewer MH
— — — — — —
4' Concrete Sidewalk —
---- --- — —-------------- ----
-- j— ---------- — _ \
320
a2L--------- \
C — — — — — — — — — -- — — — — — — — — — — — — — — — — —
+322.5 TOP OF BERM
\ 319 — — — — — — — 321---------------- \ 1 \
320
319
31990.
17
EXISTING
PARKING LOT1,7
61
\ I
3 7.42 / I
17.66 F 83 318.85 FIL
317.9 18.39 i 319.35 T.C. 1
% \
�EXIST.LIGHT POLE / , /
1
_
317-
I
9.8
NSTALL 6' WIDE SIDEWALK +
6
I I I I I 317_
- I /
I I I I I I I o o \ ,'
I I I I I I EXISTIN , I I
I I I PAVILION I I EXIST. EXIST. \ ,'
TREES 16- - °- - TREES SCORE JOINTS,6' O.C. /
I
! I I FINISH FLOOR
319.50
II ,
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H PARK PLAYGROUND I 1318.
INSTALL
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318
I , THIS LOCATION \
--
RE:DETAILS,SHEET 2
I
16EXIST.
0
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314
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\ SH.T FENCING 318.9 i T
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i \ WITH BERMUDA SOD
i i -11 11 1
KEEP -WATERED FOR 2NVEEKS
\ \
20 0 20 40 60 1 j \
Scale 1 " = 20'
ivy®
0 0 0 PETER B.VAN ECEK
...............
7•.• 602 0•:
��S �. ; � S T ER.�•� �v
c'gpE ARG
BATE: Au&2010
PLANNER
Pe -tel -B Vanece
(979) 764-3412
REVISIONS:
I
\
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i aOMPTOi I I \\ I I I i` TOP,OF RUBBER CUSHIONING
U .
i a CR �N I
31616 / I
H PARK PLAYGROUND I 1318.
INSTALL
I -------- F318]
318
I , THIS LOCATION \
--
RE:DETAILS,SHEET 2
I
16EXIST.
0
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TREES
314
to
o �� \
\ SH.T FENCING 318.9 i T
i
NORTH LOCATION MAP 1 \� 11 SOD ALL DISTURBED AREAS \\ \
i \ WITH BERMUDA SOD
i i -11 11 1
KEEP -WATERED FOR 2NVEEKS
\ \
20 0 20 40 60 1 j \
Scale 1 " = 20'
ivy®
0 0 0 PETER B.VAN ECEK
...............
7•.• 602 0•:
��S �. ; � S T ER.�•� �v
c'gpE ARG
BATE: Au&2010
PLANNER
Pe -tel -B Vanece
(979) 764-3412
REVISIONS:
TRAIN
WHISTLE CLOVER LEAF
CLIMBER
BUBBLE CH00 CH 81695
CLIMBER PANEL MAZE TIME LATE
PANEL ° OOF
80393 0936 80864 80188
D•
ZIP SLIDE
81 4•
I
N
V TRIANGLE TRANSFER
PLATFORM
80688
ASHIKO AND
DJEMBE
80944
Cn
MEGAROCK
80338
OOPT
R
R00
80188
15'10" R
0 11
SCALE-: 1/4" - 1 1
NOT TO SCALE
GIANT WAVE
CLIMBER
80435
MINIMUM OF 6' CLEARANCE FROM
ALL EDGES OF PLAY EQUIPMENT
TO INSIDE EDGE OF CONCRETE BORDER
RECYCLED BONDED RUBBER CUSHIIONING
i RE:DETAIL THIS SHEET
11033 SF
V WIDE CUTOUT,FILL WITH 4" THICK RUBBER CUSHIONING
METAL T—POST 7
AS REQ'D. TO MAINTAIN.
SPACED 6' APART
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW,
NATURAL GROUND=
2"X4" WIRE MESH
TFASTENED TO T=POST
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
T—POST & WIRE MESH
8" OF FILTER FABRIC TO EXTEND
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACK FILL
ALLOW 2.5' TO 5' AT TOE OF
SLOPE FOR SEDIMENT TO
ACCUMULATE. ALIGN FENCE
ALONG SLOPE CONTOURS.
DIRECTION OF FLOW
yl
n_ 4„
v7,II
4"X4" MIN. TRENCH-- 4' K�
20"
i
SILT FENCE ASSEMBLY
F-swppi-03
GENERAL NOTES:
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF
SILT AFTER EVERY RAIN.
L
C
DOWEL INTO EXIST.WALK WITH #3 REBARS,16" O.C.
& WIDE CONC.WALK
RE:DETAIL THIS SHEET
WITH SCORE JOINTS,6' O.C.
N
9
14'3" R
SIDEWALK/PLAYGR
MEDIUM BROOM FINISH
1/2" RADIUS
SCALE: 1'1 =10'
6'
2" MOIST SAND BASE #3 REBAR 12" O.C. B.W. OR
#3 REBAR 12° O.C. B.W.
SIDEWALK SECTION
SCALE: 1" =1'
NOTE: CROWN/SLOPE INTERIOR AREA TO
DRAIN OFF OF PLAYGROUND SURFACE
LEAVE A V WIDE CUTOUT IN MOWSTRIP
AND FILL WITH 4" THICK BONDED RUBBER CONCRETE
1
ADD BACKFILL/TOPSOILRND SOD 1/2" RADIUS ivlowsTRrn
dMIN.OF 4 AROUND PERIMETER PLAYGROUND D
o
4
d
..............
., 44 .
2 #3 REBA
2" SAND BASE
RECYCLED BO
SURFACING,4"
RE: SPECS
4" THICK CONCRE
91 1 m *I no 1 01
•
SCALE:1-1/2" =1'
D
1/2"-1" ABOVE GRADE
SEN� * 3000 psi
(T THI K MIN.)
S FIN SH NOTE
STRIP
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• PETER B.VANECEK •
• 602 :
-vy�sF•�STE���p,��"c�
cgpE • ARG.."
DATE: August 2010
PROJECT MANAGER
Peter B.Vanecek
(979) 764-3412
REVISIONS:
SHEET:
3
OF 8
to
V-62"'
I -A.
2
AV -10"
T-043--
16t
t
21-02-1- 4
4'-I"
REF SPEC 80435
4'-10"
T-943--- -I I 1 -1 T-91
T-8"
REF SPEC 80435
REF SPEC 81342
(: A) FOUNDATION PLA�
s
11-6"
M-1
is
DIAMETER` UPRIGHT
(BEDDED 2' MIN.
C)
-1
co
1
,,-43 TIES @12- C -C
T
UPRIGHT
tF
(SEE EQUIPMEN 45 BARS
SPECIFICATIONS)
mTPOTING DETAIL
LO NOTE:
LOCATIONS. OF FOOTINGS ARE BASED ON DRAWING
TP -01099-10-2A3. VERIFY ALL DIMENSIONS WITH
°0 SPECIFICATIONS FOR EQUIPMENT.
SEE PLAN
@E
r DOTING DETAIL
4T_
GENERALFOUNUAT
1. CONCRETE SHALL HAVE A MINIM, M C
3000 PSI AT 28 DAYS AND SHALL VE
ENTRAINMENT AGENT. FLY ASF P; 1AY
DISCRETION OF THE ENGINEER itF AM
TIME OF POUR ARE EXPECTED It BE
FAHRENHEIT.
2. ALL REINFORCEMENT SHALL BE fi, 3TN
3. ALL FOOTING DEPTHS ARE INDI TEE
FOOTING SHALL BE REINFORCE) . 11
4. ALL FOOTING REINFORCEMENT S iAL,
OR MASONRY BRIQUETTES AT M
5. REINFORCING BARS WILL BE SE 3#1 )RE
INTERSECTION. 1
6. LAPS AND SPLICES IN REINFORCII IG E
30 BAR DIAMETERS.
7. ALL FILL PLACED BELOW THE FOL ND)
MAXIMUM PLASTICITY INDEX OF': OF
PLASTICITY INDEX SHALL BE 5. AI.L F1
MAXIMUM LIFT THICKNESSES OF „ 1X (
COMPACTED TO 95% OF STANDAF P
AT A MOISTURE CONTENT -1% TO 3 0/c
8. FOOTING TRENCHES SHALL BE Cl.
STANDING WATER PRIOR TO POUT N(
9. STRUCTURAL DRAWINGS TO BE 0 OF
ARCHITECTURAL, ELECTRICAL, At IV
ALL OPENINGS, INSERTS, AND REI, E
10. ALL FOUNDATION PLAN DIMENS161 ISI
AND SHALL BE VERIFIED WITH TFLI
NOTIFIED IF DISCREPANCIES EXI l� 1'.
11. ANY UNUSUAL CONDITIONS ENCO. JNT
FOUNDATION SHALL BE BROU% I TO
OWNER AND THE ENGINEER PRI O TC
12. BASED ON ACI 318, SECTIONS 7.2 A 7..c
WITH A MINIMUM INTERNAL BEND RAC
STIRRUPS AND TIES, WHICH $HAL . BE
IN REGARD TO INTERNAL BEND R, DII.
IN FIELD U.N.O.
13. FOUNDATION DESIGN BASED ON SOI
BY GESSNER ENGINEERING ON JL LY'
RE 3 )SIVE STRENGTH OF
1P ROVED AIR
:)N3IDERED AT THE
r T1 --.MPERATURE AT THE
r
'C
, I S OF 70 DEGRESS
5, GRADE 60.
rHL FOOTING DETAILS. EACH
IN N THE FOOTING DETAILS.
3U PIPORTED WITH CHAIRS
rH4N 6 FEET ON CENTER.
EV tRY OTHER
WILL BE A MINIMUM OF
I F
OTINGS SHALL HAVE A
S. HE MINIMUM
IAL BE PLACED IN
`H S. EACH LIFT SHALL BE
DENSITY (ASTM D-698)
)P (MUM.
, EBRIS AND
A
W1
kL DRAWINGS FOR
PRETED FROM
I AND THE OWNER
ECTING THE
NTION OF THE
TE PLACEMENT.
S SHALL BE COLD BENT
3AR DIAMETERS EXCEPT
I THAN 4 BAR DIAMETERS
1 SHALL NOT BE DONE
d
CONCRETE PRO
1-�
TE
"Ir
110'N
FOR REINFOF(
CEM
'NT
I
THE FOLLOWING MINIMUM
CON dR
TE COVER
SHALL BE PROVIDED FOR RINNFO
�,EIANT
FOR CAST -IN-PLACE CONCIF
E
CONSTRUCTION:
CONCRETE CAST AGAINST,
D
I
PERMANENTLY EXPOSED T,;
EARTH
3
INCHES
CONCRETE EXPOSED TO EARTH
OR WEATHER:
NO. 6 THRU NO. 18 BARS
2
INCHES
NO 5 BARS & SMALLER
1.5
INCHES
CONCRETE NOT EXPOSED
0
WEATHER OR IN CONTACT
WITH
GROUND:
SLABS, WALLS, JOISTS
NO. 14 & NO. 18 BARS
1.5,
INCHES
NO 11 BARS & SMALLER
0.7
INCHES
BEAM, COLUMNS:
PRIMARY REINFORCEEMM I
TIES, ES'!
1.
INCHES
STIRRUPS., SPIRALS
THE MINIMUM CLEAR SPA'
NNG B
EEj
N
PARALLEL BARS IN A LAYS
f' i SHALL
BE THE
DIAMETER OF THE BAR, 8 J!
1 - NOT LE!SS
HAN
ONE (1) INCH.
NOMINAL MAXIMUM SIZE Of
COARSE
I�.
AGGREGATE SHALL NOT
I LARGER
THAN:
A. 1/5 THE NARROWEST D
ENSION
BETWEEN
SIDES OF FORMS, NOR
B. 1/3 THE DEPTH OF SLAE
NOR
C. 3/4 THE MINIMUM CLEAF1
3PACING
BETWEEN INDIVIDUAL REI I
I I -'ORCING
BARS.
Sessner
EnOneering
2501 Ashford Drive, Suite 102
College Station, Texas 77840
P.O. Box 10763, 77842.;0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineedng.com
Firm Registration Number.
F-7451
FOR
CONSTRUCTION
vJ
z
a. W
Z
o W
0
.J
F- j I' -
CL 0 <
7>' -r I..
0 F. (n
U) W
W
z W
0 0
Issue Date:
08/17/10
Project Number:
10-0391
Drawn By:
NMK
Checked By:
MDC
Revision:
a. .
IAS
FOUNDATION PLAN
Simi
Sheet: 4 of 8
3
80000 - DECKS
POiWERSCAPE' 80000 DETAILS for- 80000 & 80001
• IMPMAW
DECKS4'-1"[1.24rA ToRmucEwERuKoFCLowmEHr"cEuwx Cow
umexiomIASTM F1487, ANYBOLTEND(10MA%o
f
PRornuwxoMoNETmNTwoFuLLTNREAnsBEyo)vnrNEFAcEoFmENurSNAUBECur-OFFFLusH, FILM
Enriching Childhood Through Play.
SMooMAm TREAmD roPREVENrCoRRosm.
1-800-235 2440+ + Now.AFinaAssEMeLrtsCommum,PewTEE-NursmoFLArwasw*sroMArcrrR4D=0FP1PE.
ISSUEDIREVISED: 3124110 OINCH 1 2 3 4 5 6
INSTALLATION
SQUARE $0000L 111111111111{1I1fIII,1r1rILId-AIII "Will 111 If III
DETAIL Note: The Uprights Shown TRIANGLE 80001
_ PARTS LIST Are Not Included In The Deck I I 4'-1" [1.24M] 0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
REFERENCE Packages. See Overall Plan f1 031
View For Uprights. 1 I I 5'-9 5/16" [1.76M] DECK
INSTALLATION II F1 II
INSTRUCTIONS 1 1 .# _ I I '# 030
1.Before assembling this equipment, I I I I 1 + + *318"x 1 1/2" P.B.H.C.S. 318" x 3/4" P.B.H.C.S.
read the enclosed Installerinstrucdons I I 1 -lir: I 1 (810053) WtPATCH (812052)
'lits 1
in the installation booklet; follow all the PUNCHED STEEL
instructions during assembly. 1 i t 1 1 l i i i 1'-6" [45.72 cm] DIA. x 318" LOCKWASHER
{ ) DECKS OR RAMPS
2. Dig ground holes per Ground Plan. ,llrs 2'-611176.20 crrrJ DEEP
See system to view for quantity. I I I I80000 Concrete Required 817334
y p q �� 030 U (QTY. AS REQUIRED) .10 Cubic Yards [.07 cm]
3. Attach deck to uprights using (1) 1 ( 1 1 SEE DETAIL 032 3/8" FLATWASHER
Per Upright Ground Hole (817424)
Detail 030 per upright. U I I U 1 I UPRIGHT �'
4. Loctite (supplied by others) should 1 ( 2 1 * NOTE:
be used on all threaded hardware. i
5. When decks are at the same height I I FROM 20-25 FT LBS FOR BOLTS SHOULD BE TORQUED
ASSEMBLY DRAWING Note: Hole Depths Indicated PROPER INSTALLATION. 318" LOCKWASHER
as shown in Assembly Drawing, U on All Ground Plans are
fasten together using (2) Detail 031. Measured From The Finished 4'-1" [1.24M] * NOTE: (817334)
NOTE: Remove vinyl from the two Surface. See Detail 032. All -}- AFTER ASSEMBLY IS COMPLETED, 3/8"T -NUT
inside holes, with 1/2" bit. 4'-6" [1.37Mj Footing Dimensions are Based PEEN FLATWASHERS TO MATCH 318" FtAATWASHER (804556)
4'-0" [1.37M] on Level Finished Surface. RADIUS OF UPRIGHT. (817424)
a30 031
[7.37M] TOP VIEWS 4'-1T
M]
4'-6" [1.37M) SHOCK ABSORBING "A" DIA. "A" DIA. "B"
80000 80001 MATERIAL (PIPE SIZE) (FOOTING SIZE)
i ftf11/16' 12.70 cm) 1'.2" [35.56 cm]
PARTS L/ST1' " ---P�iii- ri�`!f 1 5116" [3.33 cm] 1'-2" [35.56 cm]
REF
� DIM W
DIM B' �
PART
NO. DESCRIPTION
80000
80001
NUMBER
1 Punched Deck, Square
1
0
163307
2 Punched Deck Triangle
0
1
163317
Hardware Complete
1
0
161254
Hardware Com tete
0
1
161255
318"x 3/4" P.B.H.C.S, w/Patch
2
2
812052*
3/8"x 1112" P.B.H.C.S.
8
6
810053*
3/8" Tee -Nut
2
2
804556*
318"Lockwasher
10
8
817334*
3/8" Flatwasher 1 114" O.D.
10
8
817424*
[30.4 cm] rf 3.9" [10.00 cmJ 15/8' [4.13 cm] V-2" [35.56 cm]
V-6" [45.72 cm] DIA. x MAX. 17/8" [4.83 cm]X-131=2" [35.56 cm]
(OT [76.20 cm] DEEP �� , 45 MIN. [6.03 cm] 1-2 [35.56 cm]
(QTY. AS REQUIRED) 3'-6 7116" [1.08M] ,rr......: " 2 318" � "
SEE DETAIL 032 VARIES" 3112" [8.89 cm] 1'-6" [45.72 cm]
8ao01 (REFER TO OVERALL
UNIT GROUND PLAN) { ; 5"[12.7o cm] 1'-6" [45.72cm]
s TRACK RIDE S SWINGS
CONCRETE 5" 112.70 cm] Z -W 160.96 cm]
GROUND PLANS DIMENSIONED EARTH
TO TOP OF BRICK OR TREE SCAPE
EQUIVALENT
Unless Otherwise Specified, All Units of Measure are Each EQUIVALENT
*Included
B. 5" [12.70 cm] 4'-0" [121.92 cm]
*Included in Hardware NOTES: SHOCK ABSORBING PROPERTIES OF SURFACING
SLOPED FOOTING IS A REQUIREMENT MATERIALS VARY. IF YOU DETERMINE THAT LESS
Warning: During Installation, Hardware And nate Parts Are Choking Hazards OF EUROPEAN STANDARD ENI 176-1 ONLY THAN V-0" [30A8cm] OF SURFACING IS REQUIRED,
For Young Children. Stare Unused Parts y Unused Pa Until Assembly Environment
-SUGGESTED MINIMUM CONCRETE 032 MAKE UP THE DIFFERENCE IN ELEVATION WITH
P'+��h� Once Assembly is Completed, Remove Any Unused Parts From The Play Environment �
14whV play forward.` And Dispose/Save Them In A Secure Location. RATING: 3000 PSI EARTH, BEFORE APPLYING SURFACING.
PAGE 2JI PAGE 3
81201 - STEPPED PLATFORM
ROWER SCAPE* 81201
u :
Cob
-A�TCQ STEPPED
Enriching ChildhoodThrot*h Play _ PLATFORM
1-800-235-2440
ISSUED/REVISED: 6/15/09
INSTALLATION 1W 81201
DETAIL 2'-0" 81202
Q=PREII T 2"-f'" 81203
REFE81204
068 ! p -0" 8120
1
I � 111/2-1.60"
.
EN4' 6" [1.37M]
81201
LYDRAMNG
F SHOWN
2'-9 7/8" [.864
U4][:4:'6- 11 -37"
81202
--I 5'-2 3/8" [1.58"
W-6" [1.37M)
81204
TOP VIEWS
INSTALLATION
INSTRUCTIONS
Note: Assemble parts as shown in the
Assembly Drawing. Referto the
assembly detals for the specific hardware
required in each connection.
I Before assembling this equipment, read
the enclosed Instalerinstructions in the
installation booklet, follow all the
instructions during assembly.
6' 4 518" [1.95M]
�4'-6-37"
81205
DIM `A'
DIM'8' 4`=1" [124.46cmj
_i + -t-
� I
ZEXISTING UPRIGHTS
(4 PLACES)
�- PART#
� DIM W
DIM B' �
81201
1'-6 3/8" [46.69cm]
4'4 5116" [132.93cm]
81202
;T
2'4 314" 3.10crn
4-813/16" [144.34cm]
81203
4-1" [124.46cm]
5'-9 5116" [176.01em]
81204'
4`--9114" [145.49cm]
6'-3 3/8" [191.46cm]
81205
5'-11 1/2" [181.69cm]
7'-211/16" [220.23cm]
GROUND PLAN
PARTS LIST
REF
NO.
DESCRIPTION
81201
81202
81203
81204
1 81205
PART
NUMBER
1
Attachment Rai
41
4
4
4
4
179909
2
Handrail
2
0
0
0
0
200136
2
Handrail
0
2
0
0
0
200132
2
Handrail
0
0
2
0
0
200128
2
Handrail
0
0
0
2
0
200124 -
2
Handrail
0
D
0
0
2
179913
3
Coated Steps
1
0
0
0
0
161235
3
Coated Steps
0
1
0
0
0
160670
3
Coated Steps
0
0
1
0
0
167494
3
Coated Stas
0
0
0
1
0
161371
3
Coated Steps
0
0
0
0
1
160667
Hardware Com fete
1
1
-i
1
1
166352
PowerLock Base
4
4
4
4
4
A635W
Power Lock Ca
4
4
4
4
4
A63517*
Lockina Collar
4
4
4
4
4
162964*
318"x 13/4" Hex Head Bolt
4
4
4
4
4
801006*
3/8" natwasher
4
4 1
4
4
4
817410*
3/$"Lockwasher
20
20
20
20
20
817334*
3/8" Flatwasher (11/41 O.D.
8
8
8
8
8
817424*
3/8"x 1/2" P.B.H.C.S. w/Patch
4
4
4
4
4
812049*
3/8"x 314" P.B.H.C.S. w/Patch
4
4
4
4
4
812052*
3/8" X 21/2" P.B.H.C.S. w/Patch
B 1
8
8
8 1
8
812057*
3/8"Tee Nut
16 1
16
16
16 1
16
804556*
unless Otherwise Specified, All Units of Measure are Each
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Stora Unused Parts Appropriately Until Assembly is Completed
Once Assembly Is Completed, Remove Any'Miused Parts From The Play Environment
And Dispose/Save Them In A Secure Location. PAGE 2
FRONT ELEVATION
81205 SHOWN
OTHERS SIMILAR
I 1
2 I 1
1 1
I I
I
1 I I I
I I • 1 I
W-2 1/8"
[4.78CM] I I
1 I I I
3 I !
SIDE ELEVATION
W.7" [17.75cm]
(4 PLACES)
2'-1 118" [63.82em]
(4 PLACES)
PAGE 3
1) BOLTS ARE ASSUMED TO BE ASTM
A307 BOLTS. SIZES ARE AS INDICATI
D
SPECIFICATION SHEET FOR EACH It
DIVI
CONNECTION.
2) BOLTS SPECIFIED FOR CONNECTIONS
COMPONENTS WERE VERIFIED FOR
TR
CAPACITY. CAPACITY OF COMPONE
TS
CONNECTED WAS NOT VERIFIED FO
R 81
CAPACITY DUE TO LACK OF MATERI
L I1�
FROM MANUFACTURER. CONNECTI'
NS'
BASED ON UNIFORM LIVE LOAD OF'�
D0 F
SQUARE FOOT AND CONCENTRAT
Ltd,
POUNDS.
3) PLAYGROUND AND EQUIPMENT DETAILI
SPECIFIED HERE WAS EVALUATED EYGI
ENGINEERING IN A STRUCTURAL CA.
AC
ENGINEERING APPROVAL OF THESE
PLA
GESSNER ENGINEERING DOES NOT
INDI,
COMPLIANCE WITH ADA, TAS OR OT
ER
OR USE SAFETY GUIDLINES.
DETAILS -for-
81201,81202,81203,8120A
for-
81201,81202,8'1203,8120 4
IwRr.w
To RE=ETm R1aK of CLorhma EwAwLrw'NrlN Coanumw wi
Pizamarm Mom THAN Two Full THREADS BEYoNDTHE FACE of m
Ssoom AND TREATED m PREVENT CoRI
Now: AFMASSFAwyISCo)wLEw, PEEN TEE-NUr8ANDFL4M
*NOTE:
HEX BOLTS SHOULD
BE TORQUED
FROM 20-25 FT. LBS.
FOR PROPER
INSTALLATION.
APPLY POWERBOND
TO THREADS
1 /8" DIA, x 1" LG. BEAD
LOCKING COLLAR
r (162964)
I POWERLOCK
�-fCAP (`63517)
r RUNG
UPRIGHT
POWER LOCK BASE
(*63515)
3/8" FLATINASHER
(817410)
318" LOCKWASHER
(817334) (* =A or Z )
3/8"x 13/4" HEX
HEAD BOLT (601006) 068
3/8"T -NUT
(804556)
DECK
STEP SECTION
3B" FLATWASHER
(817424)
3/8" LO7�.PS
ASHER
17334)
3/83/4.,H,C.S.
w/PATCH (812052)
10'4
318"T -NUT
(804556)
E
MA A
JRAL
ATION
VERIFIED
S PER
200
SSIBILITY
,A, BDLTEND
B *O FLUSH, FILED
x 1/2" P
OF PIPE.
ENCLOSURE
DECK
3/8" FLATWASt ER
(817424)
3/8" LOCKWASHER
(8'17334)
/-3/8"x 21/2" P.B.H.C.S.
(812057)
PAGE 4
GessnerEngineenng
2501 Ashford Drive, Suite 102
College Station, Texas 77840
P.Q. Box 10763, 77842-0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineering.com
Firm Registration Number:
F-7451
*.:.,�r. ......:*
THOMAS E. GESSNER
�'. 90967
°�66`'4!0ENS- G�2�
SS1ONAL
FOR
CONSTRUCTION
Z
CL
Z .,
01 Z
-J 0
CL 0 F-
X F-
0 F, c)
W
"'r W
Z W
O ..../
N 0
Issue Date:
08/17/10
Project Number:
10-0391
Drawn By:
NMK
Checked By:
MDC
Revision:
SPECIFICATIONS Lel
a .
U
nil '
Iw\
SPECIFICATIONS
Slw2
Sheet: 5 of 8
STEPPED • • •
Powat SCAPE* soots
�....__._.... 6" STEPPED
�LAY�TCCM� .
Enriching Childhood Through Play- PLATFORM
1-800-235-2440
ISSUEDIREVISED: 06/15/05
OINSTALLATION
- DETAIL
OPARTS LIST I I
REFERENCE I 1
I I
I I I I i t
1 1 031 1 1 ( I
030
II II
030
jBoa 1 1 0 1 I I
030
I I I I
II II
II 1 II
I I I I i f
INSTALLATION 034
INSTRUCTIONS I I
I I
1.Before assembling this
equipment, read the enclosed 1 1 ASSEMBLY DRAWING
Installer Instructions in the
Installation booklet; follow all
the instructions during assembly.
2. Assemble parts as shown in
the Assembly Drawing. Refer to
the assembly details for the
specific hardware required in
each connection.
3. Loctite (supplied by others) 4'-6" [1,37M]
should be used on all non -patch
hardware.
4. When Decks are at the same 4'4" [1.37M]
height shown in Assembly
Drawing, fasten together using (2)
Detail 031. Note: Remove Vinyl TOP VIEW
from the two inside holes, ream
with 1/2" bit.
81342 - DOUBLE ZIP SLIDE
POWRESCAPE"
f) P L U f
A •_AYCCta�CC
Enriching ChildhoodltroughPiay
1-800-235-2440
ISSUEDIREVISED: 2113/08
INSTALLATION
DETAIL 2
Q_
PARTS LIST
REFERENCE
i
_ I
II
II
II
I 1 356
LJ
4'-6-11.37M
81342
DOUBLE
ZIP SLIDE
2'-6"13'-0" RUMBLES ROLL ZIP SLIDE 81348
4'-0" DOUBLE ZIP SLIDE 81343
5'-0" DOUBLE ZIP SLIDE 81344
W-0" DUELING WAVE ZIP SLIDE 81342
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment, read the
enclosed INSTALLATION INSTRUCTIONS in
the installation booklet; follow all the instructions
during installation.
1 2. Assemble parts as shown in the ASSEMBLY
DRAWING. Referto the assembly details forthe
specific hardware required in each connection.
3, if the while plug underneath slide is not
drilled, drill a 3/16" diameter hole in centerafter
installation.
7
PART NO. SUDS EXIT HEIGHT
81348 2'-6
0'4 3/4"' 12cm --
81348 T-0
W-10 3/4" 27cm
81343 4'-0
W-7" 18cm
81344 0-0"
0'-8 3/4"[22M]
81342 -0
0"1"[280m]
432
3
061
.,ilT i FO
HElC R
HT
1 6" Ste ed Platform
FOR T SLIDE
ASSEMBLY DRAWING
Hardware Complete
81344 SHOWN
176315
5'-0 5/16"
[1.53Mj
2
812052*
81348
8'-1 7116"
[2.48M]
W-6" [1.37M]
81344
TOP VIEWS
4'-6"
i 81343
W-7 7116"
[2.93M]
4'-6" [1.37tA -
81342
4'-1" [124.46cm]
SUGGESTED MINIMUM "'o
CONCRETE RA'P'ING: 5'-9 5/16" [176.01cm] 4'-1" [124.46cm]
3000 PSI.
SLOPED FOOTING IS A
REQUIREMENT OF
EUROPEAN STANDARD
EN1176-1.
Nate: Hole Depths Indicated on All Ground
CONCRETE REQUIRED GROUND PLAN Plans are Measured From The Finished
.39 CUBIC YARDS Surface. See Detail 032. All Footing
[.30 CUBIC METERS] Dimensions are Based on Level Finished
Surface.
PARTS LIST
REF
NO. DESCRIPTION
NO. REQ'D.
PART
NUMBER
1 6" Ste ed Platform
2
176223
Hardware Complete
1
176315
3/8"x 314" P.B.H.C.S. w/ Patch
2
812052*
3/8" x 1112" P.B.H.C.S.
12
810053*
3/8" Tee -Nut
2
804556*
3/8" Lockwasher
14
817334*
3/8" Flatwasher II -1/4" O.D.
14
817424*
Unless Otherwise Specified, All Units of Measure are Each
*Included in Hardware
Warning. During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed
Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment
And Dispose/Save Them In A Secure Location.
DIM. "A"
1 1'-2 1/2"
[36.83cm]
EXISTING
UPRIGHTS I DIM. "B" I
GROUND PLAN
CONCRETE REQUIRED:
.12 CUBIC YARDS
[.09 CUBIC METERS]
NOTE:
HOLE DEPTHS INDICATED ON ALL
GROUND PLANS ARE MEASURED FROM
THE FINISHED SURFACE, SEE DETAIL
032. ALL FOOTING DIMENSIONS ARE
BASED ON LEVEL FINISHED SURFACE.
PAGE 2
V-2" [35.56cm] DIA. x
2'-6" [76.20cm] DEEP
(2 REQUIRED)
1
1'-8" [51 cm]
PART NO,
DIM. "A"
DIM. "B"
81348 {2' 6", 37
3'-11 1/8" 120cm
4'-10 7/16" 148cm
81343 (4'j
5'-41/8" 163cm
6'-0 7/8" 185cm
81344 (5�
6'--91/8" 206cm
7'•41/8" 224cm
81342 (6�
W-3 318" 252cm
W-9 3116" 267cm
Pd RTS i_IST
REF
NO.
DESCRIPTION
31 Rumble & Roll
81348
4' Double Side
81343
5' Double Side
81344
6'Duelling Wave
81342
PART
NUMBER
1
3' Rumble & Roll Side
1
0
0
0
176401
1
4' Double Slide
0
1
0
0
176188
1
5' Double Side
0
0
1
0
176189
1
61 Duelingwave Slide
0
0
0
1
176158
2
Double Hood
1
1
1
1
176166
3
Footbuck
2
2
2
0
176385
3
Footbuck
0
0
0
2
176384
5-112.70 cm]
Hardware Complete
1
0
0
0
176406
BRICK OR
Hardware Complete
0
1
1
1
176407
.5"[1
NOTES:
SHOCK ABSORBING PROPERTIES OF SURFACING
-SLOPED FOOTING IS A REQUIREMENT
A A4
OF EUROPEAN STANDARD ENI 176-1
THAN 11"0" [30.4$cm] OF SURFACING IS REQUIRED,
MAKE UP THE DIFFERENCE IN ELEVATION WITH
4R12
*
EARTM, BEFORE APPLYING SURFACING.
nx I n
*
n A
n
*
3/8"LaCkwa,;hAr
16
14
14
JA
R17,330
fl
" fl
*
11 "
*
A "w/ Pa
4
*
x n Hex Head Bolt
*
6" Extension
2
0
0
0
151080*
Lrnless Utheiw/se Speci6et7, All Units of Measure are Each
"included in Hardware
Warning: During insfallation, Hardware And Small Parts Am Choking Hazards
For Young Children. Stone Unused Parts Appropriately Until Assembly Is Completer/
Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment
And Dispose/Save Them In A Secure Location
PAGE 2
DETAILS -tor-
80078
IMPORTANT
To REDuw mRaKoFCLonwvG ENTANGLEuww CoMPL&wcewmrASTM F1487, ANYBOLTEND
PRoTRuDING MoRETHANTwo Fuse. TNREADsBErojvoToEFAceoFYHE NurSHALL BE Cur-OFFFLUW, FILED
SMOOTH AND TREATED To PREvrNr Cowtosiom
NoTE: AFmAssEMELYtsCoMPLETE, PEEN TEE-NumANDFLATwasFi Rs To MATCHRmusoFPIPE.
0INCH 1 2 3 4 5 6
It[�h Iilrlr�rlililf��IrI�Irlilil,h{,lilili�il,�11,`rlilili��ll��ll�i(iIili��lilllifi,L �111�i]i�
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15
i DECK
*318" x 1112! P.B.H.C.S.
(810053)
318" LOCKWASHER
(817334)
318" FLATWASHER
(817424)
* NOTE: UPRIGHT
BOLTS SHOULD BE TORQUED
FROM 20-25 FT. LBS. FOR
PROPER INSTALLATION.
* NOTE:
AFTER ASSEMBLY IS COMPLETED,
PEEN FLATWASHERS TO MATCH
RADIUS OF UPRIGHT.
030
SHOCK ABSORBING "A"
MATERIAL
318" x 314" P.B.H.C.S.
W/PATCH (812052)
/- PUNCHED STEEL
ZZ, l DECKS OR RAMPS
3/8"LOCKWASHER '� "'`✓
(817334) ..1
318" (80
FLATWASHER &45556)56)
(817424) (
03'1
PAGE 3
DETAILS for -
81342, 81343, 81344, AND 81348
IMPORTANT
TO REWE7m RIsKOF CLOMM ENTANOLFWNrAv CowuANCE mmASTM F1487, ANY$oLT END
PwmDINe None THAN Two FuLL THREADs BEYONDTFE FAcr ar:, E NuTSHALL BECUPOIF FLUse, FILED
SAoomAw. TREATEDTo PwwNrCORRosw.
Now: AmERAssmuyisCompm E, PEENTEE"NUTS AND FLATWASHERSTO MATL:HRADIUS OPP,PE.
0INCH 1 2 3 4 5 6
1
tlalililt]i�il�l�lilitllili�ili�
III 111111111111111111 Jill 11111111 1111.11111 [111] 1111111 W79
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
SHOCKABSORBING "A" DIA. "A" DIA.'B"
MATERIAL (PIPE SIZE) (FOOTING SIZE)
ell,� 11116" 12.70 emj V-2"135.66 cm]
.
1511W [3.33 cm] V-2"[35.56 cm]
15/8" 14.13 cm] 1=2" [35.56 cm]
3.9" [10.00 cm]
MAX. 17014.83 cm] V-2' 135.56 cm]
450 MIN. 2 31W [6.03 cin] 1-2'135.66 cm]
VARIES 3112" 18.89 cmi 1-6'[45.72 cm]
(REFER TO OVERALL
UNIT GROUND PLAN) 5" [1270 cm] 11-W [45.72cm]
�.. TRACK RIDE & SWINGS
CONCRETE 5" [12.70 cm] T-0" 160.96 cm]
DIMENSIONED4 EARTH BRICK OR TREE SCAPE
TO TOP OF
BRICK OR "B" EQUIVALENT W [12.70 cin] 4'-0" 1121.92 cm]
EQUIVALENT
NOTES: SHOCK ABSORBING PROPERTIES OF SURFACING
-SLOPED FOOTING 1S A REQUIREMENT MATERIALS VARY. IF YOU DETERMINE THAT LESS
OF EUROPEAN STANDARD REQUIREMENT
.1 THAN T-0" [30.48cm] OF SURFACING IS REQUIRED,
-SUGGESTED MINIMUM RD EN CONCRETE MAKE UP THE DIFFERENCE IN ELEVATION WITH
RATING: 3000 PSI 032 EARTH, BEFORE APPLYING SURFACING.
3/8" LOCKWASHER
(617334)
3/8" LOCKWASHER
(8173$4)
3/8' X 314"P.B.H.C.S. P3/8W*FLATWASHER W/ PATCH (812052)
LEG, SEE CHART FOR SIZE
3/8' HEX NUT (817410)
(804053)
j F SEE CHART
FOR SIZE 195
061 EXTENSION
PAGE 3
LEG BOLT
(PIPE DIA) REQUIRED
1 5/16" 3i8" x 2" HEX HEAD
3.3 txn 801047
1 518" 318" x2112" HEX HEAD
1) BOLTS ARE ASSUMED TO BE TM
A307 BOLTS. SIZES ARE AS 1N AT �Q i N THE
SPECIFICATION SHEET FOR E H INDfV DUAL
CONNECTION. I
�
2 ) BOLTS SPECIFIED FOR CON CTIQNS BETWEEN
COMPONENTS WERE VERIFIED OR iTUCTURAL
CAPACITY. CAPACITY OF N1'� BEING
COM�N
CONNECTED WAS NOT VERIFI FO S1 RUCTURAL
CAPACITY DUE TO LACK OF M I ERIA I FORMATION
FROM MANUFACTURER. CON � CTI0�1� ERE VERIFIED
BASED ON UNIFORM LIVE LOAD, OF 1Q0 C3UNDS PER
SQUARE FOOT AND CONCENT R, TED' L6 D OF 200
POUNDS.
3} PLAYGROUND -AND EQUIPMENF DE IL�ED AND
SPECIFIED HERE WAS EVALUkI ED BY GESSNER
.ENGINEERING IN A STRUCTURE CAPACITY ONLY.
ENGINEERING APPROVAL OF TI• ESE PLANS BY
�
GESSNER ENGINEERING DOES I OT I R C ATE
COMPLIANCE WITH ADA, .TAS UI OT ' ACCESSIBILITY
1 1116" [2.70 cm] 1=2' [35.56 cm]
tel ¢
15/16" [3.33 cm] V-2'[35.56 cm]
[30?cm] :�Z
(801009)
¢m]
3.9" [10.00 cm]
1' 2" [35.56 cm]
[4.7 cm]
(801x11)
MAX.
1718" [4.83 circ] V-2" [35.56 cm]
2 318" [6.03 cm] 1' 2" 1-35.56 cm]
801013
2 7/8"
3/8" x 4" HEX HEAD
[7.3 cm]
45" MIN.
VARIES FER TO OVERALL
UNFIT
31/2" 18.$9 cm] 1'-6" [45.72 cm]
GROUND PLAN)
5-112.70 cm] 1'-6" [45.72cm]
TRACK RIDE & SWINGS
CONCRETE
5-112.70 cm]
Z -W 160.96 cm]
DIMENSIONED EARTH
TO TOP OF
BRICK OR
TREE SCAPE
BRICK OR
"B"
EQUIVALENT
!.70 circ] 4'-0" [121.92 cm]
EQUIVALENT
.5"[1
NOTES:
SHOCK ABSORBING PROPERTIES OF SURFACING
-SLOPED FOOTING IS A REQUIREMENT
MATERIALS VARY. IF YOU DETERMINE THAT LESS
OF EUROPEAN STANDARD ENI 176-1
THAN 11"0" [30.4$cm] OF SURFACING IS REQUIRED,
MAKE UP THE DIFFERENCE IN ELEVATION WITH
-SUGGESTED MINIMUM CONCRETE
RATING: 3000 PSI
032
EARTM, BEFORE APPLYING SURFACING.
PAGE 3
DETAILS for -
81342, 81343, 81344, AND 81348
IMPORTANT
TO REWE7m RIsKOF CLOMM ENTANOLFWNrAv CowuANCE mmASTM F1487, ANY$oLT END
PwmDINe None THAN Two FuLL THREADs BEYONDTFE FAcr ar:, E NuTSHALL BECUPOIF FLUse, FILED
SAoomAw. TREATEDTo PwwNrCORRosw.
Now: AmERAssmuyisCompm E, PEENTEE"NUTS AND FLATWASHERSTO MATL:HRADIUS OPP,PE.
0INCH 1 2 3 4 5 6
1
tlalililt]i�il�l�lilitllili�ili�
III 111111111111111111 Jill 11111111 1111.11111 [111] 1111111 W79
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
SHOCKABSORBING "A" DIA. "A" DIA.'B"
MATERIAL (PIPE SIZE) (FOOTING SIZE)
ell,� 11116" 12.70 emj V-2"135.66 cm]
.
1511W [3.33 cm] V-2"[35.56 cm]
15/8" 14.13 cm] 1=2" [35.56 cm]
3.9" [10.00 cm]
MAX. 17014.83 cm] V-2' 135.56 cm]
450 MIN. 2 31W [6.03 cin] 1-2'135.66 cm]
VARIES 3112" 18.89 cmi 1-6'[45.72 cm]
(REFER TO OVERALL
UNIT GROUND PLAN) 5" [1270 cm] 11-W [45.72cm]
�.. TRACK RIDE & SWINGS
CONCRETE 5" [12.70 cm] T-0" 160.96 cm]
DIMENSIONED4 EARTH BRICK OR TREE SCAPE
TO TOP OF
BRICK OR "B" EQUIVALENT W [12.70 cin] 4'-0" 1121.92 cm]
EQUIVALENT
NOTES: SHOCK ABSORBING PROPERTIES OF SURFACING
-SLOPED FOOTING 1S A REQUIREMENT MATERIALS VARY. IF YOU DETERMINE THAT LESS
OF EUROPEAN STANDARD REQUIREMENT
.1 THAN T-0" [30.48cm] OF SURFACING IS REQUIRED,
-SUGGESTED MINIMUM RD EN CONCRETE MAKE UP THE DIFFERENCE IN ELEVATION WITH
RATING: 3000 PSI 032 EARTH, BEFORE APPLYING SURFACING.
3/8" LOCKWASHER
(617334)
3/8" LOCKWASHER
(8173$4)
3/8' X 314"P.B.H.C.S. P3/8W*FLATWASHER W/ PATCH (812052)
LEG, SEE CHART FOR SIZE
3/8' HEX NUT (817410)
(804053)
j F SEE CHART
FOR SIZE 195
061 EXTENSION
PAGE 3
LEG BOLT
(PIPE DIA) REQUIRED
1 5/16" 3i8" x 2" HEX HEAD
3.3 txn 801047
1 518" 318" x2112" HEX HEAD
1) BOLTS ARE ASSUMED TO BE TM
A307 BOLTS. SIZES ARE AS 1N AT �Q i N THE
SPECIFICATION SHEET FOR E H INDfV DUAL
CONNECTION. I
�
2 ) BOLTS SPECIFIED FOR CON CTIQNS BETWEEN
COMPONENTS WERE VERIFIED OR iTUCTURAL
CAPACITY. CAPACITY OF N1'� BEING
COM�N
CONNECTED WAS NOT VERIFI FO S1 RUCTURAL
CAPACITY DUE TO LACK OF M I ERIA I FORMATION
FROM MANUFACTURER. CON � CTI0�1� ERE VERIFIED
BASED ON UNIFORM LIVE LOAD, OF 1Q0 C3UNDS PER
SQUARE FOOT AND CONCENT R, TED' L6 D OF 200
POUNDS.
3} PLAYGROUND -AND EQUIPMENF DE IL�ED AND
SPECIFIED HERE WAS EVALUkI ED BY GESSNER
.ENGINEERING IN A STRUCTURE CAPACITY ONLY.
ENGINEERING APPROVAL OF TI• ESE PLANS BY
�
GESSNER ENGINEERING DOES I OT I R C ATE
COMPLIANCE WITH ADA, .TAS UI OT ' ACCESSIBILITY
[4.1 crri]
(801009)
1 ?t8'
318" x 3" HFJC HEAD
[4.7 cm]
(801x11)
2 3/8"
318" x 3112" HEX HEAD
6.0 txn
801013
2 7/8"
3/8" x 4" HEX HEAD
[7.3 cm]
(801015)
PANEL
/ L 3J8" FLATWASHER \
(817401)(1" O.D.)
3/8" LOCKWASHER
(817334)
3/8'X 2 314" P.B.H.C.S w/PATCH
(
DETAILS for -
81342, 81343, 81344, ANI 1348
lNPORrANr
To REDucErNERtsxoFCLorwNGENTaNOLEnieNrnvt;owuaNCEwm+. STM F1487, ANY SoLrEND
PRorRUAINOMORIsTHaNTwr)FuLLTH+tEaDsBEYOHDr1EEFACE OFTrENu BEGI -OPFFLusH,FILED
SMDarHaNDTREAre¢aToPRtvENrCOMM
APTERAssEMELYrsCoMaLETE,PEEN
:'roNOTE:
TEE"NUTSaNDFLATrlAsr Marc . Rad4s OF POW.
OR USE SAFETY GUIDL#NES.
812058)
1BETORQU
PANEL A' ACHME ' 318" LOCKWASHER
SLIDE P ERLOCK O (817539)
{*6351 )
UPRIGH' �' 318"x 2 3/4" P.B.H.C.S.
PLATFORM w/PATCH (812058)
30 FLATWASHER 3/8" T -NUT �
(817424) (804556) � 318" FLATWASHER
318" LOCKWASHER I ($17410)
(817334)
P' L 3!8"x1314"HEX
*NOTE: HEAD BOLT ($01006)
�
318"x 1314" P.B.H.C.S. HEX BOLTS.. OULD 3/8" LOCKWASHER
WIPATCH (812054) - _ FROM 20-2�L (817334)
5 E .LBS.
FOR PROPS
INS TALLAT T,W,G, or K)
356 1
SLIDE
PAGE 4
0 a
Engineen.qv
Gemumer
2501 Ashford. drive,. Suite 1.02.
Collage Station, Texas 77840
P.O. Box 10763,77842-0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineering:com
Firm Registration Number:
F-7451
reI;,
, or t
:$ tip.,..
THOi�AS E. GESS .
NER
�
o, � 90967 � �'w�'IVA
FOR
CONSTRUCTION
CL � W
CL 0 F-
0 c)Z W �
� --� O
O
W
O
Issue Date:
08/17/10
Project Number:
10-0391
Drawn By:
NMI<
Checked By:
MDG
/Revision:
IA\
n
SPECIFICATIONS
Sheet: 6 of 8
80338 - MEGAROCK
ASSEMBLY DRAWING
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment, read the
enclosed INSTALLATION INSTRUCTIONS in the
installation booklet; follow all the instructions
during installation.
2. Assemble parts as shown in the ASSEMBLY
DRAWING. Refer to the assembly details forthe
specific hardware required in each connection.
3. Apply the PowerBond to the PowerLock
threads as shown in detail 068.
80715 - 8' TUNNEL -UP
POIINER +� SCAPE°
F L U s
ff'•
�LAY�JEMMW
COM
Enriching Childhood Through Play.
1-800-235-2440
ISSUED/REVISED: 1/18/10
INSTALLATION
DETAIL
0 PARTS LIST
- REFERENCE
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment,
read the enclosed INSTALLER
INSTRUCTIONS in the installation
booklet; follow all the instructions
during installation.
2. Assemble parts as shown in the
ASSEMBLY DRAWING. Refer to
the assembly details for the specific
hardware required in each connection.
3. Position the tubes as illustrated in the
Assembly Drawing.
NOTE. PLACEMENT OF SPY HOLES
IS CRITICAL.
6'-61/16" [1.98M]
9'-6 5/8"I [2.91M]
t
TOP VIEW
80715
8' TUNNEL -UP
8'-7" [2.62M]
4'-6" [1.37M]
T_^ Top VIEW
II
II
V
ASSEMBLY DRAWING
EXISTING
UPRIGHTS
CONCRETE REQUIRED:
--( 4'-1" [124.46cm] .27 CUBIC YARDS
[.20 CUBIC METERS]
V-71/2" [19.05cm]
_F
5'-1" [154.94cm] 6'-1 1/4" [185.98cm] 5'-1 7116" [156.11cm]
0'-8" [20.32cm] J 1'-6" [45.72 cm] DIA x
2'-6" [76.20 cm) DEEP
(3 REQUIRED)
2'-8" [81.28cm]
5'-4" [162.56cm]
NOTE: HOLE DEPTHS INDICATED ON ALL
GROUND PLANS ARE MEASURED FROM GROUND PLAN
THE FINISHED SURFACE. ALL FOOTING
DIMENSIONS ARE BASED ON LEVEL
FINISHED SURFACE.
PARTS LIST
REF
NO,
DESCRIPTION
POWER �C� SCAPE°
P L U S
$����
1
Me aRock Climber
1
177632
2
MEGAROCKTM
G�`meTime®
163420
Enriching Childhood Through Play.
Footbuck
1-800-235-2440
200033
ISSUED/REVISED: 11/16/09
Hardware Complete
INSTALLATION
= DETAILo
2
-PARTS LIST
-
Power Lock Cap
REFERENCE
_
ASSEMBLY DRAWING
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment, read the
enclosed INSTALLATION INSTRUCTIONS in the
installation booklet; follow all the instructions
during installation.
2. Assemble parts as shown in the ASSEMBLY
DRAWING. Refer to the assembly details forthe
specific hardware required in each connection.
3. Apply the PowerBond to the PowerLock
threads as shown in detail 068.
80715 - 8' TUNNEL -UP
POIINER +� SCAPE°
F L U s
ff'•
�LAY�JEMMW
COM
Enriching Childhood Through Play.
1-800-235-2440
ISSUED/REVISED: 1/18/10
INSTALLATION
DETAIL
0 PARTS LIST
- REFERENCE
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment,
read the enclosed INSTALLER
INSTRUCTIONS in the installation
booklet; follow all the instructions
during installation.
2. Assemble parts as shown in the
ASSEMBLY DRAWING. Refer to
the assembly details for the specific
hardware required in each connection.
3. Position the tubes as illustrated in the
Assembly Drawing.
NOTE. PLACEMENT OF SPY HOLES
IS CRITICAL.
6'-61/16" [1.98M]
9'-6 5/8"I [2.91M]
t
TOP VIEW
80715
8' TUNNEL -UP
8'-7" [2.62M]
4'-6" [1.37M]
T_^ Top VIEW
II
II
V
ASSEMBLY DRAWING
EXISTING
UPRIGHTS
CONCRETE REQUIRED:
--( 4'-1" [124.46cm] .27 CUBIC YARDS
[.20 CUBIC METERS]
V-71/2" [19.05cm]
_F
5'-1" [154.94cm] 6'-1 1/4" [185.98cm] 5'-1 7116" [156.11cm]
0'-8" [20.32cm] J 1'-6" [45.72 cm] DIA x
2'-6" [76.20 cm) DEEP
(3 REQUIRED)
2'-8" [81.28cm]
5'-4" [162.56cm]
NOTE: HOLE DEPTHS INDICATED ON ALL
GROUND PLANS ARE MEASURED FROM GROUND PLAN
THE FINISHED SURFACE. ALL FOOTING
DIMENSIONS ARE BASED ON LEVEL
FINISHED SURFACE.
PARTS LIST
REF
NO,
DESCRIPTION
NO.
REQ D
PART
NUMBER
1
Me aRock Climber
1
177632
2
Entry Archway
1
163420
3
Footbuck
3
200033
4
Hardware Complete
1
164136
CANADIAN STANDARD
Power Lock Cap
2
1 Z63517*
CSA -Z614 AND EUROPEAN
Locking Collar
2
162964*
1 STANDARD EN -1176 ONLY.
Power Lock Base
2
Z63515*
3/8" Lock Washer
12
817334*
SLIDE OPENING
3/8" x 13/4" Hex Head Bolt
2
801006*
U
3/8" Flatwasher
8
817410*
1 FILL GAP BETWEEN CLIMBER
318" Fiatwasher 0 114"O.D.)
4
817424*
�- AND UPRIGHT WITH CLEAR
3/8" x 1 1/2" P.B.H.C.S. w/Patch
4
812053*
SILICON CAULK ONLY IF
CLIMBER IS USED ADJACENT
3/8" x 3/4" P.B.H.C.S w/Patch _
10
812052*
Unless Otherwise Specified, Alf Units of Measure are Each
"Included in Hardware
Warning. During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Store Unused Parts Appropriately Until AssemblyIs Completed.
Once Assembly /s Completed, Remove Any Unused Parts From The Play Environment
And Dispose/Save Them In A Secure Location.
t
i
I 9'-1 9116" [278.30cm]
8!-2"[248.92(
GROUND PLAN
PAGE 2
EXISTING UPRIGHTS
t
I 4'-1" [124A6cm]
PARTS LIST
REF.
NO.
DESCRIPTION
NO.
REM
PART
NUMBER
1
Crawl Tube Panel
2
163940
2
30° Elbow w/Spy Holes
2
166799
3
24" Tube Section w/Spy Holes
1
166798
4
24" Crawl Tube w/Spy Holes
1
166795
CANADIAN STANDARD
Hardware Complete
1
166005
CSA -Z614 AND EUROPEAN
Panel Attachment Power Lock
8
W63519*
1 STANDARD EN -1176 ONLY.
3/8"x 21/4" P.B.H.C.S. w/Patch
8
812056*
3/8" Lock Washer
16
817334*
SLIDE OPENING
3/8" x 1314" Hex Head Bolt
8
801006*
U
3/8" Flat Washer
8
817410*
1 FILL GAP BETWEEN CLIMBER
3/8"T -Nut
8
804556*
�- AND UPRIGHT WITH CLEAR
5/16"x 1" P.B.H.C.S. w/Patch
24
812042*
SILICON CAULK ONLY IF
CLIMBER IS USED ADJACENT
5/16"x 314" P.B.H.C.S. w/Patch
36
812040*
TO A SLIDE TO PREVENT
5/16" Flatwasher
24
817406*
BUTTON ENTANGLEMENTS
5116" Fiaiwasher (1 118" O.D.)
36
817403*
609
5116"Lockwasher
60
817330*
I
5/16"T -Nut (Short)
36
804558*
5/16" T Nut (Spanner)
24
804555*
Unless Otliatwlse Specdled, All Units of&easure are Each
*Includedln Mardivarg
Warning. During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.
Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment
And DfsposelSave Them in A Secure Location.
PAGE 2
DETAILS for -
80338
IMPORTANT
To RwucE mE RISK oFCLoTHWG ENTANGLEIamriH COMPLIANCE wanASTM F1487, AHrBoLT END
PROTRUDING MORE THAN TWO FULL THREADS BEYDHDTHE FACEoF mE NUT SHALL BE Cur -OFF FLusH, F Lw
SMOommro TREATED TO PREVENT Como&m.
NOTE: LoomE(SUPPuEDBY OmERS) SHOuLoBE USEDoN ALL THREADED HARDWARE
NOTE. AFmRAssEMBLYis COMPLETE, PEEN TEE-NUISAND FLATWASHERSTo MATCH RMUs oFP1PE.
OINCH 1 2 3 4 5 a
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 141 15
DECK
3/8" FLATWASHER
(817424)-1
*NOTE:
HEX BOLTS SHOULD
BETORQUED
FROM 20-25 FT. LBS.
FOR PROPER
INSTALLATION.
MEGAROCK
\_ 3/8" LOCKWASHER
(817334)
3/8"xi 1/2" P.B.H.C.S.
w/PATCH (812053)
062
APPLY POWERBOND
TO THREADS
1/8" DIA. x 1" LG. BEAD
LOCKING COLLAR
f (162964)
i POWER LOCK
CAP (*63517)
r RUNG
UPRIGHT
POWER LOCK BASE
(*63515)
3/8" FLATWASHER
(817410)
3/8" LOCKWASHER
(817334) (* = A or Z )
3/8"x 1 3/4" HEX
HEAD BOLT (801006) 06$
318" LOCKWASHER
(817334)
3/8"x3/4" P.B.H.C.S.
w/PATCH (812052)
ENTRY ARCHWAY
SLOTTED SIDE
OF DECK
3/8" FLATWASHER
(817424),
066
MhUAKULK
FOOTBUCK
(200033)
8" FLATWASHER
17410)
MEGAROCK
318" LOCKWASHER
(817334)
`- 30x1 1/2" P.B.H.C.S.
w/PATCH (812053)
337
PAGE 3
DETAILS -for-
80715
IMPORTANT
TO REDUCETHE RISK oFCLoTmNG ENTANGLEMEHr1N COMPuANce w1mASTM F1487, ANYBoLT END
PRoTRuDiNGMORETHANTwoFULLTHREADSBEYONDTHEFACEOFTHENUrSiRALLBECUT-OFF FLUSH, F&w
SM007HAHD TREATED ro PREVENT CoRRosKIN.
NorE. AFTmASSEMBLYIsCOMPLETE, PEM TEE-NUTSANDFLATWASHERSToMATCH RADIUSOFPU'E.
�ililH5 6
l(lilil,li�illlil(lillllli�ll(lil(li!(lili�llililIII!(!il Illi!
LJ.tl,J ►.I I L.I.IJ �J.i.t�1.�1.iJ.,.1.1�
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
5/16" x 1" P.B.H.C.S.
w/PATCH (812042) 5116" LOCKWASHER
(817330) 5116"x 3/4"
PANEL P.B.H.C.S.
wl PATCH
(812040)
/-TUBE
5/16" FLATWASHER-J /` TUBE SECTIONS -Y
(518" O.D.) (817406)
5116" T NUT
(SHORT)
5/16"T -NUT (SPANNER) (804558)
(804555)
143 144
PANELATTACHMENT
POWERLOCK
(*63519)
UPRIGHT
DECK SIDE OF
PANEL
3/8"1 NUT
PANEL
*NOTE:
HEX BOLTS SHOULD
BE TORQUED
FROM 20-25 FT. LBS.
FOR PROPER 172
INSTALLATION.
3/8" LOCKWASHER
(817334)
F3/8" x 2 1/4" P.B.H.C.S.
wIPATCH (812056)
3/8" FLATWASHER
L 3/8"x 13/4" HEX
HEAD BOLT (801006)
3/8" LOCKWASHER
(817334)
(* = T,W,G, or K)
5/16" LOCKWASHER
(817330)
- 5/16" FLATWASHER
(1 118" O.D.) (817403)
PAGE 3
DETAILS -for-
80338
IMPORTANT
To REDUCE THE RISK of CLOTHING ENTANGLEMENT w COMPLIANCE IYn
PROTRuatNG MORE THAN Two FULL THRMs BEYOND THE FACE OF mE
SMOOTHANDTREATEDToPREwnrrConn:
NOTE: LOCTITE(SUPPUEDBY OrHERs) SHouLDBE UsmoN
NOTE: AFTERASSEMDLYtSCOMPLETE,PEENTEE-NurSANDFLATIY
ASTM F1
UT SHALL B
sloH.
THREAD
HERSroM
87, A{(YBOLT
uT•OI
HARDWARE
CHRA
END
PFFLUSH, F&zD
/USOFP/AE.
0 INCH
H 1 2 3
4
TURAL
5 6
III HIM 11111111 fill 11111111,111111111 1111 'T"' 111111 71 T"T" 11111111
0CM 1 2 3 4 5 6 7 8 9 I',
111111
0 11
IHIIIIIIII
12
! I�I�I�II
r9TrnTrI-7
13 14 15
FILLING THE GAP IS A
ST
Ii
I'
REQUIREMENT OF
L INF
ON
CANADIAN STANDARD
S'
VERIFIED
CSA -Z614 AND EUROPEAN
bo PC
JN
S PER
1 STANDARD EN -1176 ONLY.
LOX'
OF
200
SLIDE OPENING
U
1 FILL GAP BETWEEN CLIMBER
�- AND UPRIGHT WITH CLEAR
SILICON CAULK ONLY IF
CLIMBER IS USED ADJACENT
TO A SLIDE TO PREVENT
BUTTON ENTANGLEMENTS
609
'
!
i'
j'
I
�
I
I
i
PAGE 3
i
1) BOLTS ARE ASSUMED TO BE ASTM
A307 BOLTS. SIZES ARE AS INDICATE D ON
SPECIFICATION SHEET FOR EACH IN 11%ID
CONNECTION,
2) BOLTS -SPECIFIED FOR CONNECTI'CINIS
BETWEEN
COMPONENTS WERE VERIFIED FOIATRU!
TURAL
CAPACITY. CAPACITY OF COMPONEI
ITS B
, ING
CONNECTED WAS NOT VERIFIED FI
ST
CTURAL
CAPACITY DUE TO LACK OF MATER!
L INF
ON
FROM MANUFACTURER. CONNECTI
S'
VERIFIED
BASED ON UNIFORM LIVE LOAD OF 1
bo PC
JN
S PER
SQUARE FOOT AND CONCENTRATE[
LOX'
OF
200
POUNDS.
3) PLAYGROUND AND EQUIPMENT DE- AILED AND
SPECIFIED HERE WAS EVALUATED B' GE.SNER
ENGINEERING INA STRUCTURAL C ACI ! NLY.
ENGINEERING APPROVAL OF THESE LAN
GESSNER ENGINEERING DOES NO NDIC� T
COMPLIANCE WITH ADA, TAS OR O1 ER A' CiESSIBILITY
OR USE SAFETY GUIDLINES.
Lessner
Engineering
2501 Ashford Drive, Suite 102
College Station, Texas 77840
P.O. Box 10763, 77842-0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineedng.com
Firm Registration Number:
F-7451
.s
TH MAS E. GESSNER
10� '.!/C E0•'2
fisSIONAL �
FOR
CONSTRUCTION
Z
CL< w
Z
W Z
0J 0
CL
0
t
U)
(ja W
WV
Z
._..!
O CD
.'.3 C
Issue Date:
08/17/10
Project Number:
10-0391
Drawn By:
NMK
Checked By:
MDG
Revision:
a
SPECIFICATIONS
Sheet:. 7 of 8
J
80435 - GIANT WAVE CLIMBER
~POERSCAPEQ
P L u s
r
A PLAY��COM
Enriching Childhood Through Play.
1-800-2352440
ISSUED/REVISED: 09123/05
INSTALLATION
= DETAIL
PARTS LIST
REFERENC
ASSEM6
INSTALLATION
INSTRUCTIONS
1. Before assembling this equipment, read the
enclosed INSTALLATION INSTRUCTIONS in
the installation booklet, follow all the instructions
during installation.
2. Assemble parts as shown in the ASSEMBLY
DRAWING. Refer to the assembly details for
the specific hardware required in each
connection.
3. Apply the PowerBond to the Powert-ock
threads as shown in detail 068.
4. The Climber is marked "High" and "Low".
Refer to Attachment Details before attaching.
80864 - MAZE TIME PANEL
80435
GIANT
WAVE
CLIMBER
80435 4'-6"
5'-0"
ST -61'
6'-0"
4' -6" [1.37Mj
�--� �- - 7'-8 7/8" [2.36M]
4'-6" DECK
4' -6" [1.37M] 5*=,
�--I �- T-5 3/4" [2.28M]
5' -0" DECK
�I
5'-6" DECK
6'-9 5/8" [2.07M]
6'-0" DECK
TOP VIEWS
PCPAMR SCAPE°IN LU 111 80864
A PLAY °�COId� MAZE TIME
Enriching Childhood Through Play. PANEL
1-800-235-2440
ISSUED/REVISED: 03/18/03
INSTALLATION
= DETAIL
0 _
PARTS LIST
REFERENCE i 060
I
1 4'-6" [1.37M]
INSTALLATION I
INSTRUCTIONS
1. Before assembling this equipment, read I i .� a►
the enclosed INSTALLATION I I I 5" [.13M]
INSTRUCTIONS in the installation booklet, I I J ( TOP VIEW
follow all the instructions during installation. u I
2. Assemble parts as shown in the
ASSEMBLY DRAWING. Refer to the
assembly details for the specific hardware !
required in each connection. V
ASSEMBLY DRAWING
PARTS LIST
REF
NO. DESCRIPTION
NO.
REIM
PART
NUMBER
PART
NUMBER
.12 CUBIC YARDS
ALL GROUND PLANS ARE MEASURED
1 Maze Time Panel
1
153596
Hardware Complete
1
164867
Panel Attachment Power lock
4
K63519*
3/8"x 1". P.B.H.C.S. w/Patch
4
812050*
318" Lockwasher
8
817334*
3/8"x 1314" Hex Head Bolt
4
801006*
3/8" Flatwasher
4
817410*
3/8" Tee Nut
4
804556*
Unless Otherwise Specified, All Units of Measure are Each
*Included In Han6vare
Warning. During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Store Unused Parts Appropriately Until Assembly is Completed
Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment
And Dispose/Save Them In A Secure Location.
EXISTING DIM A' -
UPRIGHTS
DIM 'B'
1
4'-1" [124.46 cm]
f
1'-2" [35.56 cm] WIDE x
2'-6" [76.20 cm] DEEP
(2 REQUIRED)
1'-2 718" [37.78 cm)
V-71/4" [48.90 cm)
PARTS LIST
REF
NO.
GROUND PLAN CONCRETE REQUIRED:
NOTES: HOLE DEPTHS INDICATED ON
PART
NUMBER
.12 CUBIC YARDS
ALL GROUND PLANS ARE MEASURED
1
[.09 CUBIC METERS]
FROM THE FINISHED SURFACE. SEE
Gaint Wave Climber
1
DETAIL 032. ALL FOOTING DIMENSIONS
DECK HEIGHTS
DIMENSION A' D/MENSION'B'
ARE BASED ON LEVEL FINISHED
4'-6"l S'-0"
1
7' 3112"_ x^22.25 cm 7'-4 3/4" 225.43 cff
SURFACE.
5'-6" THRU 6'-0"
6'-61/2"_ 199.39 cm 6'4 7/8" f2A9.88 r -Al
PARTS LIST
REF
NO.
DESCRIPTION
NO.
REQ`D,
PART
NUMBER
1
Entry Archway
1
176530
2
Gaint Wave Climber
1
176141
3
Mounting Bracket
1
176535
4
Footbuck
2
176539
-•��--'
Hardware Complete
1
176553
17/8* 14.83 cm] 1-2" [35.56 cm]
Power Lock Cap
2
Z63517*
Locking Collar
2
162964*
(REFER RIOVERALL
Power Lock Base
2
Z63515*
31/2" [8.89 cm] 1'-6" [45.72 cm]
3/8" Lock Washer
10
817334*
3/8" x 13/4" Hex Head Bolt
2
801006*
3/8" x 1" P.B.H.C.S, w/Patch
4
812050*
3/8" Flatwasher 1 114" O.Q.
4
817424*
DIMENSIONED EARTH BRICK OR .
TO TOP OF
3/8 Flat Washer
10
817410*
3/8"x 1 1t4" RB.H.C.S. w/Patch
4
812051*
-SLOPED FOOTING IS A REQUIREMENT MATERIALS VARY. IF YOU DETERMINE THAT LESS
3/8" Hex Nut
4
804053*
Unless Otherwise Specified, All Units of Measure are Each
* included /n Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards
For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.
Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment
And Dispose/Save Them In A Secure Location.
DETAILS -for-
80864
IMPoff"T
To REDUCETHER/SKofCLOTHINGENTANGLEMENTU(COMPMNmwin!ASTMF1487, ANYBotTEND
PROTRUDING MORE THAN TWO FULL THREADS BEYOAIDTHE FACE OF THE NUT SHALL BE Cur-OFFFLUSH, FILED
SMOOTHAND TREATEDTOPREVENT CORROWN.
NOTE; AFTER AssEMBLYIs COMPLETE, PEEN TEE -NUTS AND FLAnvAsNERs To AfATCH RADIUS OF PmE.
I'll Im
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
POWER LOCK 318" LOCKWASHER
PANEL ATTACHMENT (817334)
(*63519) 318" x 1" P.B.H.C.S.
UPRIGHT w/PATCH (812050)
3/8"T -NUT 318" FLATWASHER
(804556) _ /-(817410)
L 318"x 13/4" HEX
POYLETHYLENE HEAD BOLT (801006)
PANEL 3/8" LOCKWASHER
*NOTE: (817334)
HEX BOLTS SHOULD
BE TORQUED 060 (* = T,W,G,or K )
FROM 20-25 FT. LBS.
FOR PROPER
INSTALLATION.
PAGE 2
PAGE 2
DETAILS -for-
80435
IMPORTANT
TO REDuc-a mE RIsKoF CLoTHING ENTANGLEMENT w CoMPLUNCE wmASTM F1487, ANY BOLT END
PRoTRUDwG MORE THAN Two FULL THREADS BEYOND THE FACE of mENUT Sema BE CHT•OFFFLusH, FILED
SMOOTHAND Tjwmw To PREvENT CORRosmw.
NOTE; AFm AssmaLYis Commm, PEEN TEE-NussAND FLATWAsma ro MAMN i?AMUS OFPIPE.
0INCH 1 2 3 4 5 f
ll,�lil �Il�ll� lllilll !1(1111 1 1111l11 1, 1�lll �Il��ll ll,�lll lli�,ll11ll1lll 111111111lll.J
0CM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
SHOCK ABSORBINGI / "A" DIA. "A" DIA
MATERIAL 1 '1 -1� si,lnc ...,._.
1
rr�r
1 1110" 12.70 cm} 11-2" [35.56 cm]
��r
rrr
rte.,
1._ „ ���
[30.48 cmJ
rrirrrr
rrrir'
15/16"13.33 cm] 1-2"[35.56 cm]
err
r 3.9" [10.00 cm]
15/8"4.13 cm
[ j V-2"[36.56 cm]
-•��--'
MAX.
17/8* 14.83 cm] 1-2" [35.56 cm]
2 3/8" V-2"[35.56
.•
45° MIN.
16.03 cmJ cm]
(REFER RIOVERALL
y.,
31/2" [8.89 cm] 1'-6" [45.72 cm]
UNIT GROUND PLAN)
5" [12.70 cm] 1'-6" [45.72cm]
�� •
TRACK RIDE & SWINGS
CONCRETE
5"[12,70 cm]
2'-0" [60.96 cm]
DIMENSIONED EARTH BRICK OR .
TO TOP OF
TREE SCAPE
BRICK OR " " EQUIVALENT
B
EQUIVALENT
5"[12.70 cm] 4'-0" [121.92 cm]
NOTES: SHOCK
ABSORBING PROPERTIES OF SURFACING
-SLOPED FOOTING IS A REQUIREMENT MATERIALS VARY. IF YOU DETERMINE THAT LESS
OF EUROPEAN STANDARD ENI 176-1 THAN V-0" [30.48cm] OF SURFACING IS REQUIRED, 1
MAKE
UP THE DIFFERENCE IN ELEVATION WITH
-SUGGESTED MINIMUM CONCRETE 032
RATING: 3000 PSI EARTH, BEFORE APPLYING SURFACING.
APPLY POWERBOND
TO THREADS
*NOTE:
1/8" DIA. x 1" LG. BEAD
HEX BOLTS SHOULD
LOCKING COLLAR
HIGH GIANT
BE TORQUED
(162964)
3/8"x 1" P.B.H.C.S. WAVE
FROM 20-25 FT. LBS.
POWER LOCK
w/PATCH (812050) CLIMBER
FOR PROPER
CAP (*63517)
3/8" LOCKWASHER
INSTALLATION.
RUNG
(81.7334)
UPRIGHT
POWER LOCK BASE
I
(*63515)
3/8" FLATWASHER
(817410)
MOUNTING BRACKET
318" LOCKWASHER
3/$" FLATWASHER
(817334) (* = A or Z)
(817410)
318"x 1 3/4" HEX
NOTE: WHEN USED AS A LINK "HIGH"
HEAD BOLT (801006) 06$
SHOULD BE ON HIGHEST PLATFORM.
424
PAGE 3
1) BOLTS ARE ASSUMED TO BE ASTM
A307 BOLTS. SIZES ARE AS INDICATED ON THE
SPECIFICATION SHEET FOR EACH INDIVIDUAL
CONNECTION.
2) BOLTS SPECIFIED FOR CONNECTIONS BETWEEN
COMPONENTS WERE VERIFIED FOR STRUCTURAL
CAPACITY. CAPACITY OF COMPONENTS BEING
CONNECTED WAS NOT VERIFIED FOR STRUCTURAL
CAPACITY DUE TO LACK OF MATERIAL INFORMATION
FROM MANUFACTURER. CONNECTIONS WERE VERIFIED
BASED ON UNIFORM LIVE LOAD OF 100 POUNDS PER
SQUARE FOOT AND CONCENTRATED LOAD OF 200
POUNDS.
3) PLAYGROUND AND EQUIPMENT DETAILED AND
SPECIFIED HERE WAS EVALUATED BY GESSNER
ENGINEERING IN A STRUCTURAL CAPACITY ONLY.
ENGINEERING APPROVAL OF THESE PLANS BY
GESSNER ENGINEERING DOES NOT INDICATE
COMPLIANCE WITH ADA, TAS OR OTHER ACCESSIBILITY
OR USE SAFETY GUIDLINES.
DETAILS -for-
80435
IMPORTANT
To REDUCETNE RIsKOF CLowimG ENTANGLEMENT IN CoMPLL4NCE
PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE oi: v
SMOOTH AND TREATEOTo PREVENT Cc
NOTE. AFTER AssmmyisCOMPLEm, PEEN TEE-NursANDFix
3/8" FLATWASHER
(817410)
3/8" LOCKWASHER
(817334)
3/8" x l" P.B.H.C.S.
w/PATCH (812050)
GIANT WAVE
CLIMBER
`- LOW
FOOTBUCK
3/8" HEX �&
318"
1
',,4 NyHotrEND
m-0FFFLusH, FILED
R IUSOFP"E.
"FLATWASHER
7424)
DECK
MOUNTING
BRACKET
�j 318" x 1 1/4" P.B.H.C.S.
r W/ PATCH (812051)
3/8" FLATWASHER
(817410)
PAGE 4
Lessner
En'whal�0
eerinQ
2501 Ashford Drive, Suite 102
College Station, Texas 77840
P.O. Box 10763, 77842-0763
979.680.8840 (Phone)
979.680.8841 (Fax)
www.gessnerengineedng.com
Firm Registration Number.
F-7451
�qP.-•• •• ,kqs
THOMAS E. GESSNER
90967
. 4r
p'°�nS �fCE NS�Q Gtr
/ONALL
FOR
CONSTRUCTION
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Z W
Z
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F- -J Q
0
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(/) W
W o
Z W
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r
OC)
(N U
Issue Date:
08117/10
Project Number:
10-0391
Drawn By:
NMK
Checked By:
MDC
Revision:
SPECIFICATIONS
Slm5
Sheet: 8 of 8