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1 G1 TITLE SHEET .
2 G2 CONSTRUCTION NOTES
3 C1 EROSION CONTROL
PARKING LOT WEST
4 C2 EROSION CONTROL DETAILS \ "
5 C3 PARKING LOT WEST WESTSIDE .W
6 C4 PARKING LOT EAST cHHIGH
7 C5 STORM DRAINAGE . SCHOOL
8 C6 DETAILS CITY OF TIGARD
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030-61 CWESTSIDE CHRISTIAN HIGH SCHOOL TIGARD,OREGON SHEET
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RESOURCESLLC DATE
DESIGNER
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FILE
'" 030-C2 WESTSIDE CHRISTIAN HIGH SCHOOL TIGARD,OREGON SHEET
pGINEE, 'O
/Y 19212 r ADI PETROIC ENGINEERING DATE
o 1126 WESTSIDE CHRISTIAN OF
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CONSTRUCTION NOTES:
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DETAIL 1106
REMOVE AND REINSTALL EXISTING WHEEL STOPS,TYP. 2. PROTECT TREES,CATCHBASINS,AND OTHER
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030-C3 d WESTSIDE CHRISTIAN HIGH SCHOOL TIGARD,OREGON005: SHEET
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FILE
_SHEET
.41 030-C4
4 WESTSIDE CHRISTIAN HIGH SCHOOL TIGARD,OREGON
NS-,
DATE
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6
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DRAWING NUMBER
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REVIEW” HIGH SCHOOL
030-C4
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RW No. REVISION DATE BY
CONSTRUCTION NOTES:
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BEGINNING WORK.
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OREGON mat Nw LA�Law ROAD NDP WESTSIDE 8200 SW PFST4 _
PORTLAND,OR 9722
fir is#0_, , DRAFTER TIOARD,OR 97223
,10 15 Mica' �* -no- NDP CHRISTIAN STORM DRAINAGE
I EXPIRES 11/31/16 J REVIEWER HIGH SCHOOL DRAWING NUMBER
No. REVISION DATE BY 030-05
X �i 3"HMAC LEVEL 3,z,MIX �� off typical sections
Street Street of construction
Area Ions
6"OF 4"-0 CRUSHED ROCK, COMPACTED )//z. p
iT—cut (see
Surfacing A note 1)
1- -r t 1- t t t 1 +' r 1- t 1- 1- t t t 1 ' 3/4' R 5"--.17-
directed
' LUCE Topsoil or a�
+ + + + + + + + + + + + + + + + + + f directed Base Material
+ + + + + + + + + + + + + + + + + + j+(
+ + + -F + 1 1 1 1 1 1 1 1 i. +. + + + 5' __ oRAINnr,F DlocKouT m
+ + + + + 12"CEMENT TREATED BASE + + + + + 6 L _-. .. 3^ LD. S(HFL)UIF 40 0 0
110Y
+ + + + + + + + + + + + + + + + + + / UWV(ABS(4 PVCJ <1y O K a.a
+ + + + + + + + + + + + + + + + + + jjj/�jr z.a PIPE W/COUPLING Sz fi® U d C
+ + + + + + + + + + + + + + + + + + O.O. e o `• 16' OZ \H O
V\'‘,/VA/VA%VA/VA/V�/VA/�/V,/���/'\� ",/x/'x 'x,/VX/',\-/\ 1/A, '' 4 " w uo rL v c U� cm
u
9'- Noa NQ2O f`- a
NOTES: COMPACTED SUOGRADF Q4o Se. a n U Q
`.` !
1. EXPANSION JOINTS: 6" Min bedding
CTB PAVEMENT SECTION6" •6"
A. TO RF PROVIDED: below outside of
DETAIL
1111
MIN MIN
1)AT EACH POINT OF TANGENCY OF THE CURB. pipe bell 3 �t" — O"
SCALE:NTS •2) AT EACH COD JOINT. crushed aggregate
3)AT EACH SIDE or INLET STRUCTURES. ;
4)AT EACH END OF DRIVEWAYS. a '�I'
tr
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. �! •-
2' Min Trench
2. TRAVERSE EXPANSION MATERIAL TO BE PRE MOLDED NON EXTRUDED MATERIAL foundation • 0
WITH A MINUMIJM THICKNESS OF 1/9'AND SIIAII COVER ENTIRE CROSS stabilization
SECTION OF CONCRETE.
if required
• 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART
WI IH A DLPIH OF Al LEASI ONE FOUR IH OF IHE CROSS SECIIONAL AREA.
4. CONCREIE BREAKING STRENGTH 10 BE 30(X)PSI AF IER 28 DAYS_ NOTE:
4 „ . 5. DRAINAGE ACCESS IHHOUGH NEW pL I
1. 1'T-CUT FOR PIPE ONLY PROJECTS
j j J"HMAC LEVEL`.7,-1"/MIX j/ // 6. FOR SUBDINSIONS FEET
Srn ORFSANITARY
ANDr A(OrFOR NOTE
DRAIN SHALL S SHALL BE PLACE!) A MIN. Of 2 f L1,6 3. 'ANTU TO AL TACK AND COASANDED.
3. 5AWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION.
BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL
8"OF 4"-0 CRUSHED ROCK, COMPACTED RIYtFl1c 1" IMMO , �,,r,,, •.•...•
NO WALE
� M WHAM.A.1170114 Pit
_ �. STANDARD ellf ROM /1a Oa d..oe. raMa ti ROW rO
/V X/\/\/X/X/X/\/\/\/\/\/\/\/\/\/\/\/ /\/ /\ \X/\ /-' s 110.0, MOAT MI CURB Pestrzwr
s m.:.,W" �' M 180 Na
\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\'\\ .,.�,�,...,, 125 Mown mT1 BACICFUJ.
/\jjjjjj \j\/\\�\jj\\\%\\\\/j////\/
PA.imp mom. .va..r `" ' a.�w.nn MINN s
COMPACTED
SUBGRADE
NON-CTB PAVEMENT SECTION
DETAIL
0
SCALE:NTS
FILE
.„•.311
NGINt. 030-C6 WESTSIDE CHRISTIAN HIGH SCHOOL TIGARD,OREGON SHEET
'"19279 PIETROK EN FINKS DATE
RE> 8 LLC 07/11/18 WESTSIDE CHRISTIANOFrj Q,J} t 2 Nw La�LAW ROAD DESIGNER (44..
s HIGH SCHOOL PARKING LOT MAINTENANCE
8
OREGON v NDP 8200 SW PFAFf�E ST.
PORTLAND,OR 972 WESTSIDE TIC3ARD,oR 97229
afo'P1E k
PtS -�-�� DRAFTER
CHRISTIAN DETAILS DRAWING NUMBER
[E%FIRES 0/31/16 I REVISER H I G H S C H O O L 030-C6
No. REVISION DATE BY