Plans (75) FPS2021 -00057
OFFtC;E C10PY OFFICE COPY
v
NO PARK GATE _ NOTES: LEGEND: •
S SD SD SD ISDI [SD] - i- - BUILDING OUTLINE WITH DOOR
[SD] [ [ ] 1.) VERTICAL DATUM:NAVD 88(GEOID 12A)
GENERATOR HB RD - - - - CONCRETE SURFACE
• / ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 - lec
a,USING THE OREGON REAL-TIME GPS NETWORK(ORGN). ASPHALT SURFACE
hit iWALL ecture . n
TRAN //_ 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRs), - - - - - - - - - - BUILDING OVERHANG
- ' •/ 35 SE Alder Street : Portland Oregon 97214
'•. ❑ // / PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERLINE OF SW 97TH AVENUE IS CURB LINE
1B 18 ° - _'_,1- r - - - / � /J/ /� NORTH 00°34'45"EAST.
J - - - RD \ { /• EDGE OF ASPHALT
RD / �•1 ` ' CONTROL I. . / / 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. LOTRIGLINE WAY LINE
s POINT#2 LOTUNE RECEIVED
/ 4 • ' '•. � ' . "' _ /_ _/ _ 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017
�• A • e a �� >;. I _ / (TEMPLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO.7019-2858150 PROPERTY LINE
/ • : :� / / - SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 HEDGE LINE MAY 112021
l • , • :-�\ I' •I % /• (TWALITY MIDDLE SCHOOL) 7 TELECOMMUNICATIONS LINE
CITY OF TIGARL
\ ` ••• .1•,.•• • •• ' i. " SD STORM LINE BUILDING DIVISION
'A. , . ' /• 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS
• A ' � • \ 1 / [SD] STORM LINE(PER RECORD DOCS.)
• ' n 1 , _ MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES
• • + • • ? : / / ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO 55 SANITARY SEWER LINE 111 SW Fifth Ave., Suite 2600
e • • •�- / / CONSTRUCTION. W WATER LINE Portland,OR 97204
•4 'b •' 'e
• O: 503.542.3860
•� •. : • .. \ •/ [W] WATER LINE(PER RECORD DOCS.) Fw .koff om 1
�Cly�� '•;. ' ' .,4. G GAS LINE
[G] GAS LINE(PER RECORD DOCS.)
OHD OVERHEAD UTILITY LINES TIGARD-TUALATIN SCHOOL
. . . .. ..
CHAIN LINE FENCE HB A DISTRICT
l •.r -
• " % WOOD FENCE
�( RD"' " PROJECT CONTROL:
PRE-K // DISTRICT BUILDING _ ' WROUGHT IRON FENCE TEMPLETON PRE-K AND CONFERENCE CENTER
•" � •" 1'•� � • • ? � 7 STATION DESCRIPTION NORTHING FASTING ELEVATION
•_. E '• '.. A' .
I� ", • •, [ ] UNDERGROUND LINE PER AS
-BUILTS
y•" .! , .• : '�. 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25'EXISTING _� SIGN 9500 SW Murdock St.
e. o� NORTH PORCH •d ' a •, a 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' -o-c- DOUBLE POST SIGN Tigard OR
•.• :.- t. r OLLARD
3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' O FP SLAG POLE 97224
- ••' a',' • 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' D/W DRIVEWAY ENTRY
• .
• 5 MAG NAIL W/WASHER"KPFF CONTROL" 132968.06 321577.38 285.84' HCR HANDICAP RAMP
1 ` BIKE RACK REO PROFfS
1Tff
h
•a .' . '•�: b e ,' 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' ORD ROOF DRAIN V\S� 00
0 1 N F� hyo,
� 9
.� %, . �•� 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' 0JB ELECTRICAL JUNCTION BOX 79701 PE 9
RD • t A 4 e./ 8 1-1/8" BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' 0 Y S- ED
• • ••' '• E ELECTRICAL METER
DIGITALLY SIGNED
• _
11 EC ELECTRICAL CABINET OREGON
a� PPS uP \' O . . . ,s 9 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55'
51 4, • EVLT ELECTRICAL VAULT
•a, '�0�.�, •:' d .• 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' TRAN TRANSFORMER q �O
U� MA RK OEO
d 1
y / 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' -3 GUY ANCHOR
.� EXPIRATION DATE: 12131121
3Pvj° ICV LUMINAIRE
POWER POLE
. 1, 'V Od �•• • ' > o OVERHEAD LIGHT
POWER POLE/OVERHEAD LIGHT
G 0 GAS METER
•'• <I. d V O V GAS VALVE
Qs SANITARY MANHOLE
4'
A •• / OD STORM MANHOLE
. .' ® CATCH BASIN/AREA DRAIN
°? 9Z ,n. ` ® CATCH BASIN(WATER QUALITY)
d
-,�d- ❑ AREA DRAIN
• a •� < • CO SANITARY/STORM CLEAN OUT
e
Rb. O O SANITARY/STORM STRUCTURE#
F pQCO' ' TELVLT TELECOMMUNICATIONS VAULT
TRO TELECOMMUNICATIONS RISER
D4 WATER VALVE
FIRE HYDRANT
• o EC ICV
O - "a., / Wnn0 WATER METER
O� FIRE DEPARTMENT CONNECT
Q WATER MANHOLE
WVLT WATER VAULT
n Q'1
0D DRINKING FOUNTAIN
b.
• a,. •' \ UV 0H HOSE BIB
0ICV IRRIGATION CONTROL VALVE
IL < <. V UNKNOWN UTILITY VALVE
DECIDUOUS TREE
•.
-PERIMETER REPRESENTS DRIPLINE
CONIFEROUS TREE
-PERIMETER REPRESENTS DRIPLINE
` •..d SHRUB
�� / • MONUMENT
An PROJECT CONTROL POINT
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EXISTING
CONDITIONS
� CONTROL
Scale SEE PLAN
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POINT#9 SCALE 1 INCH = 20 FEET Date 0911112020
f20 0 20 40 Sheet No. C1 so
PLEASE PROVIDE
COMPLETED NFPA 13
MATERIAL AND TEST
CERTIFICATE AT
FINAL LNSpFcTtnm
o
•
- NO PARK \ -
[SD] [S [SD] [SD] SD [SD] [SD]
:• ' •" GENERATQR HB RD SD SD STRUCTURE TABLE SHEET NOTES lee a . .CONNECT TO EXISTING 15" SD PIPE; _T 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE hit e c t u r e . 1 nl
'4 ° ° IE 8" IN=249.61 r STRUCTURE ID NORTHING EASTING DONE PER DETAIL 1/C4.0
m
TRgN FIELD VERIFY POINT AD-01 132200.88 322172.32 35 SE Alder Street : Portland Ore on 97274
SAWCUT EXISTING ASPHALT PAVING I / (Dreg
on
-AW]� _ AS NEEDED TO INSTALL PIPE.
OF CONNECTION 2. NORTHING AND EASTINGS SHOWN ON STRUCTURES ARE
JB tB E I ' ' ° D REPLACE WITH 3"THICK 1/2" DENSE /: / j / / AD-02 132138.52 322143.92 SHOWN AT CENTER OF STRUCTURE.
/
RD All
GRADED, LEVEL 2 HMAC OVER 8"
AD-03 132119.44 322123.06
COMPACTED BASE COURSE OVER :� �• - /
e ° SEPARATION FABRIC /' // AD-04 132241.35 322132.98 UTILITY LABEL LEGEND\ CO-01 132197.39 322196.50
STRUCTURE LABEL 1Tff
CO-02 132169.59 322142.31
� / `�' �_ ° "" ?.: '' ' • . , / _ _ UTILITY TYPE (SD=STORM DRAINAGE)
CO-05 132227.79 322136.21
. 111 SW Fifth Ave.,Suite 2600
• A . ° O _ l / . . . STRUCTURE TYPE CALLOUT
•° .y \ / CO-06 132134.12 322164.61 ID NUMBER (WHERE APPLICABLE) PO tland,5OR 38604
\°
�Q� °• °�° , '° . .° ryy \ •\ •/ F: 503.274.4681
• \ ' CO-07 132138.96 322135.80 www.kpff.com
^ pry' XX XX-XX
Icv "a • ^� `4 v� CO-08 132123.74 322127.58 RIM=
IE IN =XX.X STRUCTURE INFO (WHERE APPLICABLE)
t -
•. �� • co-os 132154.82 322115.12 IE OUT =XX.X TIGARD-TUALATIN SCHOOL
yo. 1413 •°•.• °: CO-10 132205.22 322111.50 DISTRICT
• --
RD . /� , CO-11 132215.03 322096.77
PRE - K / DISTRICT BUILDING � •� '. a • �! ' . �,_ / PIPE LABEL TEMPLETON PRE-K AND CONFERENCE CENTER
° °: CO-12 132287.84 322242.11
• °� • . .. UTILITY LENGTH
CO-13 132153.74 322079.35 UTILITY SIZE 9500 SW Murdock St.
Tigard, OR
• • ` • A
=° CO-14 132205.09 322076.36 UTILITY TYPE 97224
e e CO-15 132141.34 322147.35 XXLF-XX"XX
W STUB-01 SO CO-12 CONN TO EXISTING-1 132378.12 322287.62 S=X.XX% Ep PROF
IE=251.88
dCP
yon SEE PLUMBING SHEET \k� FSr/
P154 FOR CONTINUATION a ; . ° ` . CONN TO EXISTING-2 132180.10 322016.56 SLOPE (WHERE APPLICABLE) �V\S��G ] N EF9 Oy9
2 79701 PE l
SD AD-04
' RIM=260.75 :• •a•".
STRUCTURE TYPE ��-�-
. RD • a' .a •. DIGITALLY SIGNED
.. . : IE 6"OUT=257.75 (S) CALLOUT DESCRIPTION DETAIL REF. OREGON
\ . .•. :,. . ..•. . W STRUCTURE TABLE
14 LF-6"SD a . . ...° AD AREA DRAIN 2/C4.0 46 M0�
S=3.95% • , ayO
�" • SD CO-05 ' . v h\° STRUCTURE ID NORTHING EASTING CO CLEANOUT TO GRADE 3/C4.0 A AK
, p
ROOF DRAIN CONNECTION, SEE exPioNDare 1231/21
126 LF- 3/4"W IE=257.20 \ 'a 4 '< ry RD un
ARCHITECTURAL DRAWINGS
\ t� ^o yti STUB-01 132247.68 322129.68 HB HORIZONTAL BEND
CONNECT TO EXISTING 8" FP PIPE a / • STUB-02 132127.61 322104.98
c
FP HB-03 r °
FIELD VERIFY POINT SD CO-11 . / 684F
OF CONNECTION IE=259.90. <' • ` \ / S.4 6"Sp
. / L s0°, FP STRUCTURE TABLE
SD CO-10 /
a . IE=259.90
RD STRUCTURE ID NORTHING EASTING
" .':'. / / 12 LF-4"SD S
SD CO-14, . �o� / S=34.70% \ HB-01 132176.04 322035.34
�o
RD SD STUB-1 IE=262.63 / I
I I
43 LF -4" PERF
I IE 6 =262.25
HB-02 132176.04 322009.96
1 LF -6"SD SO CO-02 ® ° HB-03 132185.16 321998.55
I S=141.95% RD' 91 LF-4" PERF I IE--259.58 SO CO-01
F co : ' / / / IE=254.16
L---- 1 I I I o
°i 3LF-6"SDD p /
1 I 8 LF-6"SD
40 LF-8"FP S=99.47% o
,o i / S=25.81 /o
W W W 50 LF-4" PERF I i
FP HB-02 oIcv ° CO-09 / a SD AD-01
Ec 257.10
`� °\° RIM=260.20
CECT TO EXISTING \ I 2 LF -6"SD v ry IE 6"OUT=257.20(NE)
SD PIPE co \ \ S=29.60% j
56LF-4" PERF \ a i in �i
IE 6" IN=260.51 ` _ / 3S<F SD CO-15 '
FIELD VERIFY POINT °� S, 6•SO IE=256.22
OF CONNECTION SD CO-13 10 So 0
IE=262.63 7 LF-6"SD 194F
CONNECT TO EXISTING 8" FP PIPE S=37.57% S, 6"SO
FP HB-01
FIELD VERIFY POINT 27 LF -6"SD ?S0�
OF CONNECTION ZE S-772 SD CO-06
I 17 LF -6"SD IE=255.76
S=5.45% SD AD-02
W STUB-02 RIM=259.80
g SEE LANDSCAPE DRAWINGS w� IE 6"OUT=256.80(SE)
FOR CONNECTION SD CO-07
SET RIM TO BOTTOM
SD AD-03 OF WOOD LAYER
WITH DOMED LID IE=258.96
�[ RIM=259.75
\3„p IE 6" OUT=256.75 (E) 21 LF-4" PERF
wF w�TFR 37 SLSD CO
F 1.40% / SET RIM T O BOTTOM Issue Revision Date
OF WOOD LAYER
IE
/ IE=258.96 100% CONSTRUCTION DOCUMENTS
UTILITY PLAN
Scale SEE PLAN
SCALE 1 INCH = 20 FEET
Date 0911112020
-
20 0 20 40 Sheet No. C2mO
i pTl\
FIRE VANE 1 1 1 / \\ \ / SDDDI I NO ISDI 1 / —
GENERATOR 1 HB
0 \\ �\ \ • i // ! / SHEET NOTES rca
Av9. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC)
PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT1BJB— JE F
ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF c t u r e . 1 n
D a< / // / / , ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
RD \\ ' ° / ' \' // ! // / / / UTILITIES, ETC.).
35 SE Alder Street : Portland Oregon 97214
I 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE
CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
I / /� UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY
OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED
AND APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS
ESTABLISHED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS
PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
\ DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL
111 SW Fifth Ave., Suite 2600
---c� ' / / \ \ I \ _ / BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE Portland, OR 97204
/ CONTRACTOR FOR THE DURATION OF CONSTRUCTION. o: 503.542.3860
F: 503.274.4681
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE
HIS ' '/ / // CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND
RD / '/' /' /' // / THADS SING EDIMENTTIES, AND IN SUCH A MANNER AS TO ENSURE
AND SEDIMENT LADEN WATER DO NOT ENTER TIGARD-TUALATIN SCHOOL
PRE-K / DISTRICT BUILDING I THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE
WATER STANDARDS. DISTRICT
TEMPLETON PRE-K AND CONFERENCE CENTER
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING
THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 9500 SW Murdock St.
UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO Tigard, OR
oco /// / / // / // / // NOT LEAVE THE SITE. 9722¢
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE
CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE
RD / � ' // /' THEIR CONTINUED FUNCTIONING. ^797
7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE24 HOURS FOLLOWING A STORM EVENT. Y SIGNED
8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE JOREGON1
ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. 04 u1 10 tp° �p
ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE U/ MA RK D�0
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL
NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM EXPIRATION DATE: 12131121
SYSTEM.
H8 // 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED
1 / / l / / / i AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY
RD BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN FOR THE DURATION OF THE PROJECT.
co
/ /// / /
�a RD / i/ // // /� �' / // // SHEET LEGEND
I
&6_606 / / // /' /' // /' // / / // // — — PROPERTY LINE
49 -
lcv / � / / / / EX. CONTOUR MINOR
OE o // // / // / // / / // — — — — —5o — — — — — EX. CONTOUR MAJOR
/� // // /' // /' // / /' // /// /' 49 PROP. CONTOUR MINOR
50 PROP. CONTOUR MAJOR
EXTENT OF WORK
STRAW WATTLES a.
INLET PROTECTION 4
SURFACE FLOW DIRECTION
/
'o'
CONCRETE WASHOUT q
Issue Revision Date
q, ��/ // // // /// /�� // /// /// // // /// 100% CONSTRUCTION DOCUMENTS
\ \I / / /''L��'c�5 5� /'
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1
CONTROL PLAN
Scale SEE PLAN
SCALE 1 INCH = 20 FEET
lcpff
Date 0911112020
20 0 20 40
Sheet No. CIO
9 LnRESURFACING MATCH @
_)0HARD SURFACE I LANDSCAPE AREA EXISTING PAVEMENT PAVED UNPAVED rec
O0 SECTION AREAS AREAS
rn CASTIRON FRAME AND I MECHANICAL PLUG
ZCOVER TO FINISHED I WITH GASKET AGRADE IN PAVED AREAS EXISTING AC SAWCUT DETECTABLERISER O.D. PAVEMENT LINE WARNING TAPEMON' CASTIRONFRAME tecture . in
AC PVM'T OR CONC. PAVING + Y2" MIN. SET IN CONCRETE
WOOD STAKE OR OTHER SURFACING /\// //\ \\� 35 SE Alder Street : Portland Oregon 97214
TYP.
•o ; 12"
// o
----------- 1" MAX. • °'° \\ r-
ADJACENT ROLLS 5 2" MIN.J I b • o°° — II- #4 HOOP z ¢ U } ,\\.\\�\\�\\\//\// °.° °e e // // \\\� � � z
SHALL TIGHTLY O 6° MIN. "" ° • ` Cl- z Y i\ \ ; o • ° e . \ J
ABUT ° CENTERED IN 3000 Z w Q /\/\ °° °° / // // /\/\
° I ° III_PSI CONCRETE PAD. o � Q� j\/ LLI
\
PROVIDE 4MIN. \ ° •°°°'^e °°4" MIN .,pg CLEARANCE FOR w
p p o
PLAN VIEW °O' ly O J \/\ °•0. p ° ° °° oo `p° °° y°,e /FACER WIRE Q 111 SW Fifth Ave., Suite 2600
CONCRETE PAD J = J \/ o ; .° ° ° •;°'•° ° •a°'•0 w
4000 AND RISER PIPE " z Y 12„ //\ °,;p•. °°.°p•.o° '>° .°^ °•,//\/ Y Portland, OR 97204
o e 'e° O: 503.542.3860
.4681
WOOD STAKE 1” SQ. MIN. STRAW WATTLE 8"-10" DIA.) �_ =o, o; ° ^'a j\\j 0 t F:www.kpff.com z Q �/\ o /\/ Z O www.koff.com
( ) ( ,° RISER PIPE m °pp•u°•> p0•e°••°e ep• /\\:
p ° //\/ Z
INBED WATTLE 3"t INTO ° I ° °° \ � � ° ° °°°°°° °°° TIGARD-TUALATIN SCHOOL
EXISTING GROUND SURFACE =o; ob u•° D/2 �/\° ,' ° e //\\/�
TO PROVIDE CUTOFF �'o• °°o o; TRENCH BACKFILL \ ° ° °' Qo •° ° • /\\\ II"
EXISTING SLOPE :ooa I I o. °°°r Q \�/�\ e°�p .oeo ,° eae //\//. 1 DISTRICT
°o ° m \\ \ �;o °o°°p a°'°0 °�o�e °0 oo"°' \/` TEMPLETON PRE-K AND CONFERENCE CENTER
/WYE BRANCH "
,SECTIONA45' BEND
NOTES: oe°.` I I
9500 SW Murdock St.
1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. CARRIER / /°o u°'"° 6" D 6" Tigard, OR
PIPE ° MIN. MIN. 97224
2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' / l _ INSTALL PLUG WITH
MIN - 25' MAX.) — — _ GASKET IF END OF TYPICAL PIPE BEDDING AND BACKFILL
LINE �
3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. \ SCALE: NTS ^797�1
4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, ORo ° °°; — J�� SERVICE CONNECTIONe ,°°Doa• ° °°0 o0 "ne IF REQUIRED RYE STRAW NOT PERMITTED.STRAW WATTLE ON SLOPE ° ° °° ° "°° "°° ^ BEDDING MATERIAL DIGITALLY SIGNED
OREGON
SCALE: NTS NOTES: o �u� to 1001
1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. �U� MA RK J E�o
2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH rEXPIPATION DATE: 12131121
CARRIER PIPE.
CONCRETE WASHOUT PAN, 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0.
7'x7' MIN. CONTRACTOR TO
LOCATE AROUND SITE TO 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. 12" LIGHT DUTY DOMED GRATE
ALIGN WITH CONCRETE WORK FINISHED MODEL 1299CGD BY ADS, OR
STANDARD CLEANOUT (COTG) GRADE RIM ELEV. APPROVED EQUAL
3 SCALE: NTS PER PLAN
2 EACH FOAM
DUMP STRAP /\/\\�\
EXPANSION RESTRAINT
(Y4" NYLON ROPE,
2" FLAT WASHERS)
DOMED GRATE OPTION
NOTES: (WHERE SHOWN ON PLAN)
1. INSTALL A MOBILE CONCRETE WASH OUT, ECO PAN OR APPROVED EQUAL. LOCATE THE
WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS.
2. PROVIDE 7' X 7' MINIMUM WASHOUT PAN. INCREASES SIZE OR PROVIDE ADDITIONAL BAG DETAIL
WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS.
3. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE
BURIED IN PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF SOLIDS. LANDSCAPE AREA HARD SURFACE
I
DUMP STRAP
6 CONCRETE WASHOUT
SCALE: NTS FINISHED RIM ELEV.
12" LIGHT DUTY
1" REBAR FOR BAG GRADE PER PLAN GRATE BY ADS, ORDAPPROVED
REMOVAL FROM INLET EQUAL
OPTIONAL OIL
ABSORBENT REGULAR FLOW
PILLOW SILTSACK® DUMP STRAP
Issue Revision Date
100% CONSTRUCTION DOCUMENTS
0
—NOTE 1
" . A PIPE SIZE
PER PLAN
; .
•° IE (OUT)=
'?.' PER PLAN \V, V, \'
COMPACT SUBGRADE
NOTE: NOTES:
1. DO NOT USE HIGH 1. 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL
FLOW INSERT BAGS.
Scale SEE PLAN
INLET SEDIMENT PROTECTION �� TRAPPED AREA DRAIN Date 09/11/2020
4 SCALE NTS L SCALE: NTS C4mO
Sheet No.
L _1 i
oma° � / N I /�\\ SHEET NOTES
/ 15" "6" 8"// \•. 1. SIGN LOCATIONS SHALL BE PER DETAIL VC5.1.
DF 2. CONTRACTOR TO STAKE OUT SIGN LOCATIONS FOR DISTRICT le Ca
� APPROVAL PRIOR TO INSTALLATION. C 11 1 t e C t A r e . 1 n C
FEE 0
\ O p —T' `4" o 811 �\
tiG O� 2 015„ 9 \\ // 3. PROVIDE 3' MINIMUM CLEARANCE BETWEEN ALL SIGNS AND 35 SE Alder Street . Portland Oregon 97214
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Date 09/11/2020
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Sheet No. C500
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2"0 STD GALV PIPE
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35 SE Alder Street : Portland Oregon 97214
GALV U-BOLT WITH
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11 TIGARD-TUALATIN SCHOOL
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NOTE 1 97224
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5 SCALE: NTS SCALE: NTS I SCALE: NTS
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Scale SEE PLAN
Date 09/11/2020
Sheet No. c5m 1