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Ir
EROSION BION CONTROL NOTES
I
• Approval of this erosion/sedimentation control (ESC) pian does • The ESC facilities shown on this plan are the minimum
nut constitute an approval of permanent road or drainage design requirements for anticipated site conditions. During the
f (e.g. sl.fe and location of roods, pipes, restrlctors, channels, construction period, these ESC facllitles shall be upgraded
retention facilities, utilities, etc.) pis needed for ",expected storm events and as needed to FILTER FABRIC MATERIAL 38" MOE ROLLS.
retain sedlme,lt on site. USE STAPLES OR WIRE RINGS TO ATTACH FILTER
• The Implementation of these ESC plans and the construction, FABRIC TO POSTS AND/OR WIN_ SUPPORT FABRIC
maintenance, replacement, and upgrading of these ESC facilities Is • The ESC facilities shall be inspected doily by the applicant,' " AVE f 2• i
18 MIN. R L� _-. MIi,_�EPTN)
th /
e responslbilty of the applicant contractor until all construction contractor and maintained as necessary to ensure their /
is approved. :ontinued functioning. "� 2" BY 2" 14 GA. WIRE
- -- - - _ / FABRIC OR EQU1�'. IF RF.QUIRED FiLTER FABRIC
• The boundaries of the clearing limits shown on this plan shall • The ESC facilities on Inactive sites shall be Inspected and : • • o o v o' j r- -
RUNOFF WATER . -0 .r o MATERIAL -
be clearly flogged in the field prior to construction. During the maintained a minimum of once a month or within the 48 hours o �,� •i ••.o •• • ick ' 1 a • �_ _ 1
WIT-�1611�IE ---�
h o •' O o. O - .� I1,42
followinga storm event. `a • . ► I I ' • �'.e • ' ► . I- ' '1 T- i
�onstr�ctlon period, no disturbance beyona t ,- flogged clearing o r I I r o , 2" ..-ti 2" BY 14 GA. WIRE
e o o. o„ oma • • •• r oi. •. o'er n 1 eta d
{imus shall be permitted. The flogging shall be maintained by the + At no time shall more than one foot of sediment be allowed �� 1 ° M e • e • °l • rae • ° g. I"_ .'.,..-1 FABRIC OR EQUIV. IF REQUIRED
• 0 10 O . ° �O � ' •o
I {
applicant/contractor for the duration of construction. to accumulate w'thin a cutch basin. All catch basins and -~ Ty 7 -�`'' o I • i 1 •
conveyance lines shall be cleaned prior to paving. The cleaning - - I IN • i�/T o
• The ESC facilities shown on this plan must be constructed in
\SEDIMENT ' N
I operation shall not flush sediment laden waver into the downstream I I i
conjunction with all clearing and grading activities, and in such I /
�IMRE yli:�Fi WITH FILTER _ '�l� �r •
a manner as to insure that sediment laden water does not enter system' FABRIC ON TOP in `, TCT r��T / ,
the �droir age system or violate applicable grater standerds. • Stabilized constructir i entrances shall be Installed at the I I \�\ \ \���\\/\\/`\ . \ BURY BOTTOM Of FILLER \ v _ - --}- ,�
beginning .of construction and maintained for the duration of the � � MATERIAL IN 8" BY 12" TRENCH �___ N
• All projects with exposed ground surfaces anticipated between pro je ;t. Additional measures may be required to Insure that ell FILTERED WATER �o _ - �.-1U _ -' a.
October and April 30 must apply seeding/mulching, or other paved oreoc are kept clean for the duration of the project. N
type of cover Immediately otter ground surfaces are exposed 67* max. - _ H I -'! 8" MIN.
from grading/clearing clearin o erotions. � '
g g/ g p • Wet weather measures - at then end of site construction, and GRAVEL & WIRE MESH INLET BARRIER
landscaping if the grass on disturbed or newly graded slopes - --- --- — --r -- - ! L� �� •
• At the end of site construction, paving, approved permanent is not established to a healthy stand, additional measures will FIGURE 3-- ! C \ -
site landscaping or establishment of a healthy stand of grass be needed to control any erosion that may occur. `-2" BY 4" WOOD POSTS, STANDARD OR 2" BY 4" WOOD POST J 1
(or alternative vegetation as approved) must occur prior to 1. 2" min. straw mulch cover (per 3.3.7) BETTER OR EQUAL ALTERNATE: STEEL ALT: STEEL FENCE POSTS -J
li removez of site erosion control measures. 2. Erosion blankets with anchors (per 3.3.8), or FENCE POSTS
3. 6 mil. plasticstreet cover (per 3.3.9).
EROSION CONTROL MEASURE SCHEDULE i
NOTE: SELECTION OF FILTER FABRIC OF ADEQUATE TENSILE AND BURSTING STRENGTH `,
WLL- ELIMINATE THE NEED FOR WIRE SUPPORT FABRIC.
_SEDIMENT FENCE
i -__ _ -- 4?'
-- - - FIGURE 3-
3
�- ---ACTIVITY - -- - --- --- TIME >a OW CENTER _OIIMIE N
GRAVEL CONSTRUCTION ENTRANCE (FIG. 3-2) 1 X _T ` '� -� �--
SILT FENCE AT TOE OF PROPOSED XAs
w -- w -- ---.� w w- _ - - '�- - - �r
DISTURBED AREA (FIG. 3--3) l i I4- _ ■ -4.''_,.01-\\..
_
rPARKING LOT GRADING X + t - _ __ I iL �� �� >�t —��' -'4.�"''�'_ Y " 1``� •
UTILITY INSTALLATION X 1 ; M/ . Ilk ��� \-- \ t i* ' g
;RAVEL & WIRE MESH AT INLETS (FIG. 3_--7C) , ---- X ! - n \ /•• _ ' �` �' ---- - _ k......,,41
\ "\ M
,, ,
LANDSCAPE/STABILIZE DISTURBED SLOPES I I e+ ♦„ �`''� `�,_ �� \` \\
a - I I \ I � \ 8 '\cot
2: 1 SLOPED AREAS SHALL BE COVERED j �'� '
WTH AN EROSION CONTROL FABRIC SIMILAR j X t ► I .- -- \, N t`
TO SAXOLIN-Y AND THEN HYDROS£EDED.• I Wq �� ~ O. \� 'I
PARKING LOT PAVING -�-- -- -1- 4 - 4 .--1
X I I .-. *• 4. _� '� ' ..6d'\ --�. +
•FESTOCA RUBRA (GROUNC COVER) HY3POSEED AT 7 LBS. PER 1,000 St. ^�_ ,- ___ 7 -- 76 ��•
� \ N \ A 1c • •- �• pp
1 di 4, \ ID _________ -..,
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TA,_. WORK MUST COMPLY WITH THOSE STANDARDS ANDARDS SETI -I _ vs
v _ .>,� �` , ��\ \ d
FORTH IN "EROSION CONTROL_ PLANS TECHNICAL
ili_______ -- -��` -� `' � \� ` \ .���� .\��''� \, ,i►GUIDEANCE HANDBOOK" PREPARED BY CITY OFo_ reo ► ,�� � 91s �.,\ • .� p. T MPORARI' GRAVEL
PORTLAND AND WASHINGTON COUNTY BUREAUS -+., _ \ \ '-- CONSTRUCTION
G �,�_`` \ \ ; '► ENTRANCE
OF ENVIRUNMENTAI_ E>RVICES AND TRANSPORTATION, ( / V _ -- --' �` ���._
"-'r7L''
- - ------_..____lee ---- � -
DATED N0�'PMBE.R 989, REV. A>�RIL , 99C), .1Ar�. 991 . M ;r- �-- �► � - --� '
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atiL
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--- ° ` MU ��, \
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Sediment r'ence X Gravel Entrance , . •.. 1 BUILDING / g 1 III
Water Line W - -\ ---- -
/
� AR A 44 SF �-mac 1., '�' -- / 1 _-- %� Qa�'L
Sanitary ._ine _ SS - --- Z -gyp-- -=31� sd __I a� ~� / ✓ "MEM �e� ee�.
Existing .,reek - r - — o
Storm grain SD -- i _� i j i i•i } T T�- 7 - ! '- `7- 7 7 7--T.-/ 7- 7--74-7 -T7=74 ; ^-T- � Q Oen P Q e I. .�•
Existing Contours Curb Line J I \ k��°'�o' o l o • I
'NJ)
g Catchbasin O v>« \ �_ a -�\ j F-+�s p.QQ °
Finish Contours \ 1 \ �` o< •� 0. o ° G c
xlsting Tree Q Fire hydrant \ , ;� i ;�oso 00
I ^, / t d o 0 1 0 1 i
xisting Tree To 8e Removed • Manhole \ t6 4 [ l
-1� \ 1 ,Vo ,;,:"Ill,
/ — - 4- A• 1 F,
EXISTiNG BUILDING 1, \ �_`` !l ' Raolus = 25' min. i.
AREA - 76,950 SF" 1 /f '1141:.*::\ � � Clean Pit Run or 2" Minus Gravel '/ / �
_` v �ubgrode Reinforcement 8" min.
NEVA UIL De th Provide Full Width
S (� A $2 88 S �_ ��eotextlie, as Required p of tngresaj'Enreas Ares
x .�
oes
o'mA I ✓ -,. \�
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✓ 4 �'-- GRAVEL CONSTRUCTION ENTRANCE
rXISTING t3lIILDING \(-1,11 L L
-Si}-�._ So--f -sD� _
. 7/ r-- + EXISTING BUILDING 1 �' il ✓ ` / -- 173/- - UR
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'',5'es
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'a \`SILT FENCING PLR_El CURE.A-r. OW O R: CIRCI f AW PRODUCTS CO. TIGARD, r'1RF'7^:J
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`�� ��� - ----- EROSION CONTROL PLAN
Dkr 7F TE I. :,....L.:-:aLAN t o' 40' eo' t2o' oREUN /� DAit � , t, >a� SHEET1OF1SCALE 1 "=40' o\�\r v / SCALE AS SHOWN72ND wF' t3g°� _ DOMURRAY Cor.�ultin Fn sneer
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I Lake Oswego, Oregon 97034
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IF REQUIRED -r- `- • WASHINGTON COUNTY, OREGON
- NATIVE ► i
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-.�° SLRAYED BY:
GRANULAR BACKFILL . COMPACT , soa 23
ANDY PARIS AND ASSOC.
TO 90% r " ies.w. 1596 2 ��.W. BOONES FERRY ROAD
COMPAQ TO 95% \ ° / �r
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�► _ EXTEND Ol`�S1IE DOMESTIC WATER i� \� .--..� �'
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NOTES
3t00 !��� T Nc LDT TO ELIMINA ��` _� �� _ `,; --_�� - - � 4'.*44 O .IP
g 0 e0 I 174 SEEP " �'1�E AD TO! � _•.rr`�► ___ -----� _T-_ ;k•
b \ --__ — o►
, �. - � � - - - _ _ Les - -- `--�.__ -..�\\N.,---
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� �,
7Q 17• - 0 IN DOCK time' �• - -`'_ ��\ \�
�T' WORK AND MATER A: Sr+ALi_ C��Nf;OFCM T0 TNt REOUiREMEN TS OF 'H� i' lig7� �" �'=OOP.
�-' '`� L._�=- } - - -- - '1.: �+, _ �� __
'E OF OREGON PLUMBING SPECIALTY CODE, '9t�G EDITION cry' JF' '+GAR i 1IN .- � �� ar• r , • ' 1+70 L-2 6" LATERAL ' - �� y14
i .___,_ ELLE-- �� �� , • . -•�_- �, 4�,
MHING DEPARTMENT, AND rHE ::I T Y OF TIGARD CONSTRUCTION STANDARDS. 2+70 L-2
llik NEWtr'R �► -
,� OFFICE STORM -w �f� �1.4nr. �J' -� i 1 1r I '---� +�� �A - _ �"�1 I T , . r
5 IND JT1L1TY LOCATIONS SHOWN ARE APPROXIMATE ONLY ANDMUSTDRAiN I• r _�� ELLE `�� �� __-_,- _f_ � "�_.� .
-� t.5 — • _ 1 - X111,:' 111!i1i N `'
+. �,tR,FIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND 'UTILITIES + - �� ,111 - _ ¢:�' . 111111 YNCH TYP CATCH • �'�/' ,MA`' E"KIST. CONTRACTOR TO VERIFY AL1. UT1l_'TY LOCATIONS PRIOR r0 Q �_- _._ .- � � -- E - P ' / :��� �' �`I \
6" LATERAL FOR CRANE 17 ' _-___--
:,ONSTRUCTION AND SHALL ARRANGE FOR THE RE-OCATION OF ANY IN I', BASIN Rila '72.50 - ; YNC T - CATC ' '` i1)1,.1.) (•-•'1 1 \ No
.:.!NE' ICT WITH THE PROPOSED CONSTRUCTION. BAY STORM DRAIN --___- /
/
''� _ _ �---- , '< BASINt-g1L1 1J2.,5Q._ _ t I l I v \ \� �,
3. -.ON:RAG JR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE ` NEW BUILDING -!' /
STARTING CONSTRUCION. " i 40 AREA=3.744 SF r- - . . �`�'•-�•_ ,,/ ' . ' ' ,ss . •1( / _ \
3 ASPHALT r - -- - - 0:-. t , .
$p- $p- _ -$D- SD a - :.. ., -i b, �\ 4"' Y �20' d. S> L . v / ...r....�...�
. 4. ExCA\ATJRS MUST COMPLY WITH ALL PRONSIONS OF ORS 757.541 TO 757.57 CONCRETE
1NCLJDING NOTIFIOATION OF ALL 0"ERS OF UNDERGROUND FACILITIES AT CLASS "8" 175 ' j72-- ,r4...-4. /O • •
= • • r `.��
FAST 48 BUSINESS DAY HOURS. BUT NOT MJF;E THAN 10 BUSINESS AYS, I - - -•r.� .
BEFORE COMMENCING AN EXCAVIT N. % ;r— ,'1 1 •• ,,
)-I, ' CONNECT EXISTING FOOTING AND ' �` iI, 11 LS. 'RE_NCH BACKFILL UNDER ASPHALT OR BUILDINGS SHAM_ BE CLEAi` WELT.- '.'• ••: • : • ; • 1,
10 REMOVE EXI5TiNG CATCHBASIN DRAINST
-- - - STORM O NEW BUILDING
:PADEr 3, 4-0 :RUSNEC ROCK COMPACTED 'C 95% AASH TG T-99. ALL �/ RIM EL 17 .39 DRAINS, CLEAN OR REPAIR EXISTING \\, \ - II
`-
t:__ REPLACE EXISTING STORM LINE W. INV. E l_. 169.52 12 CONC.
`THFR 9ACkF.LL ,S TO BE NAIVE MA'T'ERIAL CC►MPACTED TO 90% AASHTO - 1 DRAINS TO WEST TO MAKE OPERABLE I �` 0
'-180 DENS'Tl. w r ' UNDER PROPOSED BUILDING
>‘
6 OF 1"-O" CRUSHED ROCK • '` CAP LINE TO SOUTH. i I
o. SANITARY SEWER PIPING IN PUBLIC R.U.W. IS TO BE CONCRETE SEWER PIPE [F SEE NOTE A6 CONCRETE GARBAGE ENCLOSURE o
✓ x ,'9ti •
PAD El . 173.5 WITH 2% SLOPE ,
►pE_R ASTM C- ' 4 CLASS .} WITH RUBBER GASKETS, STORM DRAINAGE PIPING x BO 00`,o1 _- ` t
TO NORTH
`�'li I+5 .65 CONNECT NEW STORM 1'
�-1J TO IS TO BE F.V.C. PER A.s.T.M. 0-3034, SDR, 35 WITH PUSH ON TYPE PARKING LOT SECTION 5'TYP._._ _ , s€-wER —•- '' \, \ /� ��
F;7TINGS ,O MATCH AND RUBBER GASKETS. 'PING VYiTNIh 5 FEE OR UNDER I EXISTING BUILDING ROOF DRAINAGE LINES `_
BUILDINGS SHALL BE CAST IRON, ABS, PVC, DR DUCTILE IRON AS APPROVED NTS
`` II
FOR USE 81 CITY OF TIGARD PLUMBING DEPARTMENT. NON METALLIC PIPING •
o
SHALL HAVE 18 GAUGE COPPER TRACER WIRE WITH GREEN INSULATION. Is I ` '—
s0 AREA �- 76,950 SF •'LEAN` � b
N. 1
'• ATCHBASIN'S ARE TO BE. LYNCH TYPE, %4" STEEL WITH ASPHALTIC, 3
FINISHED FLOOR 173.25 iN ~
PANT, 24" SQUARE BY 30" DEPTH, OUTLET TO BE 6" ^IAN,E1'ER WITH 3" �, I _-- `
BRASS CLEANOUT AND A 45' ANGLED STEEL ELBOW. r' N NEW UI�Iac
o ' t SEP 001- EXISTING STORM AND SANITARY w�lV _,_
p. ASPNAI T ;ONCRETE PAVEMENT MIK TO 6E PFiOVIDEG SROM A MIS i� C LINES ^' ODER PROPOSED BLDG. I S�' 9 z
HEAVE r xISTING 5.JR GRAIN FLOWING p
FORMULA AS SPECIFIED BY C•S.H.D. SPECIFICATION SECTION 403,1 ELLE ELLE- ELLE- - -- -- - _ __ -_ x 1X0 \ a
<<�OM NORTH t0 WEST OPERATIONAL_ REPLACE PER NOTE: #6 AS REQUIRED 1 \ '••) ►- IRFOR CLASS "P", "C", OR "D" ASPHALT, A SPECIE:ET). CAP DRAIN FROM EAST. REPAIR �>, p' « < I9ROKEN 10" PVC A' APFRCA;. 34' ro
3t 26.44 L--1y \ � � � �- - � ~FROM WADING. 3t 26.44
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EXISTING BUILDING 90 /' . ' A-----: _ ,' ^ �.� _
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� ' RECONNECT STORM DRAIN LE AVERS_ \.:.-.:-..--SS ---/•(--• S SS-
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,� ► In I =� W I Q � •- ,), z �-p\ OWNER: CIRCLE AW PRODUCTS CO. PoR'rtANO, OREGON
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�C9 O 10 rn + O N "1 c'r 1 \Y-4 DESIGNED BY D.L.M.
To ("Ma% SITE IMPROVEMENTS
'-) la CJ t• INV EI E NA TION DATUM FOR THIS MAP IS CITY OF TIGARD BASED uN BENCH MARK #22; �tEGON r DRA TED 8Y D.J.M.
N�:,TE: THIS DITCH t XTEND S SOU THETAS i 'U A 15" :AWE-TER CULVERT A T"e BRASS CAP /N THE TOP CONC. CURB AT THF N.W, 'R1.Y QUAD OF S. W: c.ANDM,1RK LANE
UN;�LR RAILROAD SPUR BY P:E= MAIN T. 'HEN IN DITCH ALONG, S. W. - -- - -- I _--_ - ___ _-
AND 72 AVE, ELEV. -- ►65.00' o�ti ���L��Q�r DATE a/++/f� SCALE, AS SHOWN I SHEET 1 CIF 2
\ FOUGHT STEE-L YARD TO A 24" DIAMf TER CULVERT UNDER PLAN PR-MCE ITEI v, Mtti�1(rs W+N APPLIC/IHE AI-p �J ,/ 1�-�_�_____ _-
RAILROAD TRACKS T•O FANNO GREEK. �,�'
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. SEWER PROFILE ,�o L M�� a/,.,A. SCALES AS SHOWN SHEET 2 OF z
SCALE HOWL: 1"-30' - SCALE HORIZ: 1"-30' DONALD L MURRAY Consulting Engineer 72ND AVE., 19885 ",,,G' •
L____
SO' 94-0042
VERT. 1 VER1. 1 -5 EXP. 12/31/94 g DRAv1Nc; NI/NKR
i Phone (503) N7--5984 1502 Country Club Rd. 940A �:
6 OF 6
Lake Oswego, Oregon 97014
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