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VICINITY MAP: LOCATION MAP:
\ SW BURNHAM STREET fil
T a WO
PROJECT TEAM:
I TM I a o
OWNER: CITY OF TIGARD I� \
AUTHORIZED CITY STAFF: e W
DANIEL PLAZA \ A Z
13125 S.W.HALL BLVD. Q
TIGARD,OR 97223
(503)639-4171 KALL
DRAWING INDEX: Q, H
SHEET TITLE SHEET NUMBER
DESIGN CONTRACTOR: MARK SCOTT 1ISIFIT
DREAMLAND SKATEPARKS,L.L.C. I @ COVER SHEET 1
960 SE HWY 101
LINCOLN CITY,OR 97239 - DETAIL SHEET 2
(503)577-5929 ® e
® b CONCRETE DETAILS 3 z
® � CROSS SECTION DETAILS 4
6 ELEVATION AND DRAINAGE 5
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® oseenma s mk I `%
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GENERAL NOTES: / o
Pala 1 � D
1. BLEND CUT AND FILL SLOPES TO CONFORM TO THE ADJACENT NATURAL GROUND.
Irriga ion �
2. ANY DISCREPANCY IN DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF WORK. °
rr anon e o
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3. ADVISE THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES 5 an Mw°ULDW q
(FIVE)WORKING DAYS PRIOR TO STARTING WORK.
N
4. STAGING AREA ARE TO BE WITHIN THE DESIGNATED CONSTRUCTION LIMITS.IF o
THE CONTRACTOR REQUIRES ADDITIONAL AREA,HE SHALL SUBMIT A WRITTEN I
REQUEST TO THE OWNER'S REPRESENTATIVE. of O v O
5. VERIFY ALL SITE CONDITIONS BY SITE VISIT PRIOR TO BID OPENING.
7. EROSION CONTROL MEASURES ARE TO BE IN PLACE AND MAINTAINED AT ALL
TIMES.
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8. VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK. a a m
2 C C Y
9. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE a a p o
OREGON UTILITIES NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR o° c c 0
952-001-0010 THROUGH OAR 952-001-0090.COPIES OF THEM MAY BE OBTAINED BY
CALLING THE CENTER AT(503)232-1987. SOr S
Sheet Number
= No SCALE 75%CONSTRUCTION SET 1
4
15,700 SQ. FT.
0.36 ACRES M/L
N
3
N 90°00'00" E 75.00' 0 T
�••�•r�••�• •� r• rr�rr�rr.rr�Q y
14' R
! 9 R to s
! 8'
12' R ` Ic�o NEW LANDSCAPING AREAS r
DONE BY OTHERS
12' R O tS, 5
4' CHAINLINK FENCE I I 4' R �,c' 00. a
AROUND PERIMETER 0 a' R LR
00,,ENTIRE PARK (BY OTHERS) 7R ` N 90°00'00" E 10.00'
5' R 7 R O
O 7':R���7' R 7' R co
8' R 8' R I O
a e' R e' R �00 N 90°00'00" E 5.00'
o I 100 � a A
o �i� `• t� V1 W d �[
z AAE� d
I PARK ENTERANCE OPEN HERE a A
PLACE SIGN HERE (BY CITY)
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I �
I
C3
\ 7' R Z
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im
I8' R \�\ I II 10 c
NEW LANDSCAPING AREAS
I �\ DONE BY OTHERS
EXISTING SIDEWALK
TO REMAIN
S 90°00'00" W 120. '-T—T- 7"r7=71' Z
0
LEGEND: F
CONSTRUCTION NOTES: n
SHOTCRETE SURFACING G NlzfO.l
® BRICK SURFACE 1.CONCRETE MIX=4000 P.S.I. NOTE: ALL TRANSITIONS ARE TO SCALE O O 3 i
® NATIVE SOIL 2.2 INCH TO 3 INCH SLUMP
STEEL 3.3/6"REHAB @ 1 FOOT ON CENTER THROUGHOUT N
------------ SKATEPARK,3INCHES FROM GRADE
COMPACTED ROCK 4,3/4 CRUSHED ROCK COMPACTED TO 4INCHES THICK E
'O
PROSECT BOUNDARY 5.20 TO 30 YARDS POUR PER DAY TO BE ABLE TO CONTROL pep C le, 8
LEDGES FLOW O -0 S C V
--- BOTTOM OF RAMP/TRANSTIYON 6.1/6"SAW CUTS,1 INCH DEEP EVERY 16 FEET TO ACT AS A
GROOVE CUT
® Shoot Number
DRAINS
R = RADIUS OF CURVE 10 5 0 0
SCALE 1" 10' 2 OF 5
75%CONSTRUCTION SET
w
x
2"PRFCAST BULLNOSE CONCRETE
2D COPING.PENROSE COPING CO. SLOPE TO DRAIN 6 SLOPE TO DRAIN C
,. �OR EQUAL WFFH 3/8"MORTAR D1A. /
IOINTS. BURN Z-541-HP-TS
BODY ASSEMBLY CONCRETESLAB
1� I
WITH
2A Iy" l� CONCRETE SLAB 3
NICEBLRAIN BRONZE
3/4"HPD OF MORTAR STRAINER
------- MASONRY MIX TOOLED
FLUSH WITH SHOICRETIE 1.
CON
(COLOR TO MATCH CONCRETE) 4"
STAINLESS STEEL
FLAT SCREW.4
LOCATIONS -1j
\. 4"PVC LONG SWEEP ELBOW
O2E / \ -- _ �/ \ POOL COPING DRAIN
/ -----' ' 2A N.T.S. 2E N.T.S. e
2E
?C
13
r
o
• / `�/ `\\N�
1/4"BULLNOSE CONTINRIOUS 1"
U
\ \ TOOLED EDGE.FILL CREVISE
�\ J WITH POLYURETHANEE
ZINSTALL FLUSH WITH CONC.TPP.
ELASTOMERIC SEALANT TYP.
GRIND CONC.IF NECESSARY TOOL ALL TOP EDGES WITH
1"BULLNOSE RADIUS
1 STEEL SQUARE
TUBING.('TW.)
REINFORCED CONCRETE BLOCK
1/8"( /l •�"��• TWEED EDGE
2D I ,
TOOLED EDGE
2D
ZI' _•-___•-__-�� ---___.._______________..________- 3l8"REHAB
WELD TO TUBING EVERY 3fi"MIN.
// BANKED LEDGE EDGE
-_/ NOTE:PRIMER STEEL BEFORE INSTALLATION 2F
- -- - .. N.T.S.
11
S UARE GRIND EDGE
2B �I
\� I��ITT}I \•, COLD IOINI 6^ Z M••� r l
2A
H
\
u L�
2B z"X Y STEEL SQUARE 6' O
CONTINUOUS WELD TUBING I F•I
j pp 0 v� wW
�\ ZF Op �O O
pp
\ WELD END PIECE,BOTH z"X z"SQUARE TGBING °O -
7 H
SIDES GRIND SMOOTH PRI THICK,PAINT STEEL O ° I(.iJjy(
PRIOR TO CONCRETE POUR W op
6" SHOTCRETE SURFACING
op
UNDISis., NATIVE p O
9GH ,.F' U
r-• i ---- L~L
__ N4 X 2"STEEL ANCHOR
•\ -__-- - `\\\\\ BOTHSH)ES(TYP.I@ BGNDBEAM
EACH POST 2G
N.T.S.
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E
HANDRAIL FOOTING o
�'/'//./ •\ -__-' � , N.T.S. _
e
Se I #3 R .BOTHWAYS
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CENTETEBAR BARS IN SLABUNLESS p
` I OTHERWISE NOTED
6"SHOTCRETE SLAB
GRADED AGGREGATE BASE
•\\`\ IN90%COMPACTION fi"(TPP)
1/8"BULLNOSE CONTUOUS
TOOLED EDGE.FILL CREVISE T}II 4"('IYP.) C
POLYUR
\ I W``��,� \\ •'\ � � A
3/8ELASTOITERIC
SEA-
18"L-H- TYP.
1 NATIVE SON Q
-- - ! �" c
WELD TO N3 REHAB ! TOOIL BULLNOSE E CONTINRIOUS C
L..-..-..-..-..I.. �..�..�.. -..-..-..L..-.. �.. EVERY 24"MIN TOO ED EDGE
SCK 40 STANDARD PRE CONCRETE&SHOTCRETE SURFACING
STEEL SEAM WELDED PIPE
COPING.2.875"O.D.X.203" 2H N.T.S.
WALL THIC—E99. 3B
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1� NOTE:PREv1ER STEEL BEFORE INSTALLATION Z
STEEL PIPE COPING
2D 1/9"WIDE SAW CUT FOL] WITH FLEXIBLE EPO
N.T.S. H CONTROL XY
ROL-IOINT SEALER
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LEGEND: I I o W
CONSTRUCTION NOTES: I
U
6"CONCRETE SLAB 0 LL'
SHOTCRETE SURFACING O O Z Z 3
L__ BRICK SURFACE 1.CONCRETE MIX=4000 P.S.I.
NATIVE SOIL 2.2INCH TO 3 INCH SLUMP
N
STEEL 3.3/8"REBAR @ 1 FOOT ON CENTER THROUGHOUT
--- SKATEPARK,3 INCHES FROM GRADE E a
O
�- COMPACTED ROCK p e
4.3/4 CRUSHED ROCK COMPACTED TO 4INCHES THICK Z C Y
�..� PROJECT BOUNDARY Z w L
5.20 TO 30 YARDS POUR PER DAY TO BE ABLE TO CONTROL $ ' S V
LEDGES FLOW
--- BOTTOM OF RAMP/TRANSITION 6.1/8"SAW CUTS,1 INCH DEEP EVERY 16 FEET TO ACT ASA 2I SAW-CUs 70INT Sheet Number
GROOVE CGT
® DRAINS
SO 5 0 to 20
SCALE I" = 10' 3 OF 5
75%CONSTRUCTION SET
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L
1 BANK
2 Il\ 4-T -
i \\ O T Lo
\ a
3i55'T 5
13
i 3 �..�
DOUBLE COPING
S (SPINE) EXTENSION
ST
I O 7T I T '
3.5'
I
I
IEXTENSION CONCRETE EDGE
5
7-T I2. �6�T 4'CHE FENC
I E
1 (BYY OTHERS)
BANK
O 6. SL
® F�
TT EXISTING SIDEWALK r,
12 W Z L7
"POP-OUT 1/4 PIPES TO BANK" �i W
\� LEDGE&RAII.18"TALL
115"RISERS /O`y F+NOM
. L�
/
` \ / 42 1 BRICK
SURFACE OP
CONCRETE ASE
B
\ I
"KANSAS CITY BANKS"
LEDGE 2'TALL �I
I O
12"RISERS
7 I 2 e
GENERAL SPECIFICATIONS:
I TYPICAL WALL SECTION
18"X18-WELDED 90°
REHAB TO COPING
10 I 6" M CONCRETE
CONCRETE EDGE
(4101 RETE)
I 5'T i 6" •\ -76" INIMUM 3/4"CRUSHED
��MECFIANIC ROCK C
"ROTATING TOP VOLCANO" CUT NATIVE COMPACTEDD TO 90%MINIIL OR FILL . \
T . 1
DREAMLAND SKATEPARKS PATENTED
O
9 3/8"REBAR 12"ON CENTER(TYPICAL)
O
' w
L..—..—..—..—..J... —..—..—.. —..—..—..L..—.. —.. J =4pp
CHAINLINK FENCE(BY OTHERS) G
-4T O
Z
EXISTING PARKING LOT f
O
10 O
O
I O ~ W
LEGEND: c $y
TRANSITION LINES CONSTRUCTION NOTES:
0 3 3 3
BRICK SURFACE 1.CONCRETE MIX=4000 P.S.I. N `
i
NATTVE SOIL 2.2 INCH TO 3 INCH SLUMP NOTE:ALL CROSS SECTION DETAILS ARE TO SCALE
STEEL 3.3/8"REBAR @ 1 FOOT ON CENTER THROUGHOUT 7 C O
SKATEPARK,3 INCHES FROM GRADE Z C Y
L COMPACTED ROCK .2 G e L
4.3/4 CRUSHED ROCK COMPACTED TO 4INCHES THICK O e p V
�..� PROJECT BOUNDARY
5.20 TO 30 YARDS POUR PER DAY TO BE ABLE TO CONTROL
LEDGES FLOW Sheet Number
--- BOTTOM OF RAMP/TRANSITION 6.1/8"SAW CUTS,1 INCH DEEP EVERY 16 FEET TO ACT AS A 10 5 0 10 20
GROOVE COT
® DRAINS 4 OF 5
SCALE 1" = 10'
75%CONSTRUCTION SET
w
L
3
157 55 155
155 151.5
148 <- 1! _
48
SLOPE TO DRAIN DIA SLOPE TO DRAIN a
ZURN Z-541-HP-TS CONCRETE SLAB
O
BODYASSEMBLY- -CONCRETE SLAB
WRH'TYPE B"
155 NICKEL BRONZE c
STRAINER E
55.5 o
T sFLATS SCREW.
FLATSCREW.4�
cacwTloxs
55
4"PVC LONG SWEEP ELBOW
DRAIN
148.8 � slG 2E x.Ts.
Ado 149.8
ro°i
156
155158 155 Fr,T1
x
51.5 � W
156.5
153 57
00
L7
151.5 � 155 15
P� Az �
155
54.5 156
57 o YN
155 � 0* Ey
154.5 p�
\, W
y 150.7
} 154 W
152.2
E
W
NOTE:USE EXISTING DRAIN w
154 INSTALL NEW COVER @ EXISTING LINE REMAINS TO
151.5
Sr NEW ELEVATION -- � EXISTING STORM LINE
150.5
56
/ e
I� O
53 z 0
O
O
156
158 156 l60
EXISTING SIDEWALK-152 Z
LEGEND:
CONSTRUCTION NOTES:
BHOTCRETE SURFACING
O
BRICK SURFACE 1.CONCRETE MIX-4000 P.S.I. 1O
O 8
NATIVE SOII. 2.2INCH TO 3 INCH SLUMP
lz
STEEL 3.3/8"REHAB @ 1 FOOT ON CENTER THROUGHOUT O NO
SKATEPARK,3 INCHES FROM GRADE
COMPACTED ROCK
4.3/4 CRUSHED ROCK COMPACTED TO 4INCHES THICK
�..� PROJECT BOUNDARY N •�
5.20 TO 30 YARDS POUR PER DAY TO BE ABLE TO CONTROL e
LEDGES FLOW ; ilec,
BOTTOM OF RAMP/TRANSITION GROOVECUT .0O
6.1/8"SAW CUTS,1 INCH DEEP EVERY 16 FEET TO ACT AS A Z w DRAINS V
WATER FLOW DIRECTION
Sheet Number
10 5 0 10 20
SES 1" = 10 5 OF 5
75%CONSTRUCTION SET