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ALL CONSTRUC11ON SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS FOR WASHINGTON I 1 "` ' "DST I
sw' Fie rmo � �� � r 1 ` COUNTY AND CLEAN WATER SERVICES, THE UNIFORM BUILDING CODE APPENDIX CHAPTER 33 EXCAVATION � � � z
m AND GRADIN•a, THE AGREEMENT ALLOWING DEVELOPER TO CONSTRUCT PUBLIC IMPROVEMENTS,, AND PROJECT I UTILITY EASEWEW N `-
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. . 2. THE EXCAVATOR MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571, INCLUDING NOTIFICATION ! I I
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OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 HOURS, BUT NOT MORE THAN 10 BUSINESS
Ganza a�- , DAYS, BEFORE COMMENCING ANY EXCAVATION. l'
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�' _ r 3. THE CONTRACTOR IS RESPONSIBLE FOR CON11ROWNG SEDIMENT TRANSPORT WITHIN THE PROJECT LIMITS, (; It 'i " I { I W
SW Ha rn o n # ! "� ( — USING RECOGNIZED METHODS FOR EROSION CONTROL AS APPROVED BY WASHINGTON COUNTY AND THE ii 4i !
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0. _J UNIFIED SEWERAGE AGENCY.
217 i L_;`r ,r i i__ 4. THF. CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MATERIALS UPON COMPLETION. ( I { I !
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SW Creshrielry 5�;'•. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS POWER, Ia
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TELEPHONE, GAS, CABLE TV, ETC,, WITH EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO FINAL INSTALLATION —. �� S !
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6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND OTHER <
PUBLIC UTILITY STRUCTURES. THE CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO ITS ORIGINAL ('r1 I
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SSV F It S ' �• � _ ."`->•,�'I -�; CONDITION UPON COMPLETrON OF WORK.
7. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT �. 'I I n ;0 1
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EROSCONTROL METHODS ARE IN PLACE AND OPERATIONAL
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8. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETA11ON AND OTHER DELETERIOUS MATERIALS.
E - - ALL SUCH MATERIALS SHALL BE REMOVED FROM SITE AT THE CONTRACTORS EXPENSE. - .. , II ! :; v I
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9. ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN ELECTRICALLY I � !I a I U, f1: I I (�
CONDUCTIVE INSULATED 12 GA. GREEN COPPER TRACER WIRE THE FULL LENGTH OF THE INSTALLED PIPE.
10. NO MATERIAL SUBSTITUTIONS OR DESIGN CHANGES SHALL BE MADE WITHOUT PRIOR PERMISSION OF THE ,..r.�. __. ._._... . _..._. __.,: . , t. :_!.. ,.r�, . �::,�� . . ,I'::. �. ,�,., LL._ �1► �
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ENGINEER AND THE CITY ENGINEER. �
NOT TO SCALE �
11. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE
MAIIJTAINED ON THE SITE AT ALL TIMES DURING CONSTRUCTION. a r2'?07,
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12. ALL FILL SHALL BE PLACED IN 120 LIFTS AND SHALI of COMPACTED TO AASHTO 959 DENSITY. THE
CONTRACTOR SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST REPORTS SHALL I I I I > X
BE 'SUBMITTED TO THE CITY AND TO THE ENGINEER, PER GEOTECNICAL ENGINEERING REPORT.
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9045 S.W. BARBUR BLVD. SUITE 101 -
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(503) 225-1679 PROJEC T L OCA T 1 ON
CONTACT: GARY DARLING. P.E.
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10/31/03 TDM 4
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DAVID BISSETT & ASSOCIATES
322 NW 5th AVE.✓ EE7
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(503) 226--6785 10 COVER SHFET
CONTACT: DAVID BISSETT , 2 C1.1 EXISTING CONDITION do DEMOLITION PLAN
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CITY OF TIG ARD I
° D E V E L O P E R 1 2 1 2.1 GRADING do EROSION CONTROL PLAN :.k�.P "~�`� [ 1:
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Ilk SPECTRUM DEVELOPMENT PERMIT NO..p`r�^___?o'!"�3
25115 SW PARKWAY AVE. 13.2 DETAIL SHEET q irl �,l
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(503) 225-1679
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RADIAL FLOW PIPE STUB 2 SD PAS+I rtJ PUBLIC FOR PERIMETER SLAB GENERAL NOTES:
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EX. f ( ) r'" `'. (BY CONTRACTOR) DEEP VERSION Cd . W
4
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+ SD W B 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667), tu
2.) CATH BASIN MUST BE SET LEVEL.
AL PIPING AND COUPLINGS TO 8E PROVIDED BY OTHERS. Q Z
^ Ea.4 Q
x r n q 4) FLEXIB'E COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. 1L
n 5•) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. r o
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A 6.) STORMFiLTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE Q O-
" 80.7 LF 10" SD PVC D3034 A I MANUAL FOR DE-TARS. y cn :3
=��' 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: �...1 f-
L.ATEZA.L PR i VATE !� j _ U
( ) % - LOAD RATING: 20,000 LB. 0)M !N• S=0.0It-11
,_�� i, a CONSTRUCTION: 1/4" STEEL PLATE
COATING: CORROSION RESISTANT, ALL SURFACES
- --- UNIT WEIGHT: 775 LB.
INLET GRATE: DI.CTILE IRON I
PERIMETER SLAB: REQUIRED
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EXISTIN._. ({ ILI J I - - I F}:ISTINra U.S. PATENT No. 5,322.889, NOTE: SEE DRAINAGE REPORT FOR CALCULATIONS AND SPECIFICATIONS. X
PA iaNC-T II � _ 7 I P•q }�Inlr No. 6,707,527. No. 8,027,e39, SEE MAINTENANCE NOTES ON THIS SHEET.
LOT AND
5,624.578. AND OTMIR U.S.
z I AND FOREIGN PATENTS PENDING � � ,
' I 1 Imo,;.;:;'1 •I',�- - - _ I RELOCATE EX. 3/4" WM & L Al
11 I �'• '.'•'.','•',,'•','. '. ' ,' A__ 1_. __ REPLACE LID W/ H2O LOADING 7
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11 ' LANDSCAPED & PARKING 11 (BY TVWD WATER DENT.). C3.2
BLD. SETBACK EASEMENT i 3 - CONNECT & EXTEND
I( 3/4" DOUBLE CHECK _ - SERV I CE L I NE (BY CONTRACTOR)
CA T CH BASIN S T ORMF I L TER O
i 11 4"SD LAT. L= 12.0'
I I I M IN. S=0.02 C3.1 N.T.S. 0
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Revlstorl�
` I 10/31/03 TDM
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II C TCH BASIN STORMF I L TER MAI ► ,'• TENANCE NOTES
2 2/27/04 TDM
I I } R MAINTENANCE PROCEDURES FUR TYPICAL CATCH BASINS CAN BE APPLIED TO THE CATCH BASIN STORMFILTER (CBSF). THE
I PRZO e-FD FILTER CARTRIDGES CONTA!NED IN THE CBSF ARE EASILY REMOVED AND REPLACED DURING MAINTENANCE ACTIVITIES
I I IJ 11 9 M7 ° ACCORD I NG TO THE FOLLOWING GUIDELINES:
I�TIVITY ESTABL I SH A ESTIMATED TIME I N)
I) I SA N FE WORK G AREA AS PER TYPICAL CATCH BASIN SERVICE ACTIVITY 3
(I
I 2. REMOVE STEEL GRATE AND D I AMOND PLATE COVER (WE I GHT= 100 LBS. EACH) 2 _
11 - EX. KEYSTONE 1 3. TURN CARTR I DGE(S) COUNTER-CL.QCKW I SE TO D I SCONNECT FROM P I PE MAN I FOLD 3
I I RETAINING WALL 4. REMOVE 4" CENTER CAP FROM CARTRIDGE AND REPLACE 'WITH LIFTING CAP I
(TYP)
I I - - 5. REMOVE CARTRIDGE(S) FROM CATCH BASIN BY HAND OR WITH VACTOR TRUCK BOOM 4
Q I I I 6. REMOVE ACCUMULATED SEDIMENT VIA VACTOR TRUCK (MIN. CLEARANCE 13" X 2411) 2
I1 I 7. REMOVE ACCUMULATED SED I MENT FROM CARTR I DGE BAY (M I M. CLEARANCE 9.25" X I 1 ") 2
_- -- -• M...•_- __•_- __.• . . �. ..... �_ ..!) 8. R I NSE INTERIOR OF BOTH BAYS AND VACTOR REMAINING WATER AND SEDIMENT 4 -
_ ( I
9. 1 NSTALL FRESH CARTR I DGE(S) THREAD I NG CLOCKW I SE TO P I PE MAN I FOLD 3 Ely wi By
10. REPLACE COVER AND GRATE 2
11. R ��nTD1'1 CaID
RETURN ORIGINAL CARTRIDGES TO STORMWATER MANAGEMENT FOR CLEANING AND MEDIA
N I DISPOSAL. F,,,,i«t r iber
m 81511
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wi•,••.•e.wvswwr. .w
'�' " �' _M. ' � �'• `� -" ' ""737
FORM THE CATCH BASIN STRUCTURE. EMPTY CARTRIDGES CAN BE EASILY REMOVED FROM THE CATCH BASIN STRUCTURE BY 'nue Dote
a HAND. EMPTY CARTR I DGES SHOULD BE. REASSEMBLED AND RETURNED TO STORM MANAGEMENT, AS APPROPR I ATE. 06/04/03
me
MATERIALS REQUIRED INCLUDE A LIFTING CAP, VACTOR TRUCK, AND FRESH FILTER CARTRIDGES. CONTACT STORMWATER o~ing
pD BISIIG3;i
_ MANAGEMENT FOR SPECIFICATIONS AND AVAILABILITY OF THE LIFTING CAP. THE VACTOR TRUCK MUST BE EQUIPPED WITH
U7 l L 1 T Y PLAN A HCSE CAPABLE OF REACHING AREAS OF RESTRICTED CLEARANCE. THE OWNER MAY REFRESH SPENT CARTR I DICES. Sheat Number
C,
REFRESHED CARTRIDGES ARE ALSO AVAILABLE FROM STORMWATER MANAGEMENT ON AN EXCHANGE BAMS. CONTACT THE
I „ , MAINTENANCE DEPARTMENT AT STORMWATER MANAGEMENT (503) 240-3393 FOR MORE INFORMATION.
SCALE: I = 10
ESTIMATE 26 MINUTES OF SITE TIME. FOR UNITS WITH MORE THAN ONE CARTRIDGE, ADD APPROXIMATELY 5 MINUTES FOR
EACH ADDITIONAL CARTRIDGE. ADD TRAVEL TIME AS REQUIRED.
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BOX SPECIFICATIONS Q�
CUSTOMER SIDE DEVICE SIZE BOX TYPE - 1" UNION EACH SIDE - N
3/4" - 1" BROOKS #1419 SERIES OR EQUAL
ELEVATION �1 1/.%" -- 2" CARSON 1730D P15L OR EQUAL CRUSHED ROCK BASE
ELEVATION
20' SEE PLUMBING CODE
NOTES: FOR DEPTH OF COVER INSTALLATION SHOWN IS ONLY A SUGGESTION.
INSTALLATION SHOWN IS ONLY A SUGGESTION.
1. SURVEYOR TO INSTALL TEMPORARY 1. DOUBLE CHECK TO EIE LOCATED DIRECTLY BEHIND WATER METER.
HUB AND GUARD STAKE OR 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. Z
GUARDSTAKE AT LOT LINE FOR -� 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST
METER INSTALLATION. COCK:, IF BELOW GROUND INSTALLATION. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST
2. INSTALLED BY CITY OF TiGAP.D METER AND CLEARENCE FOR TTcTING AND REPAIR ARE THE MAJOR CONSIDERATIONS COCKS IF BELOW GROUND INSTALLATION.
-ANGLE STOP 3• DISTANCE FROM BOTTOM OF DEVICE' TO FINISI4 GRADE, FREEZE PROTECTION, ? 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION. �
1
TYPE "K" SOFT FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS /?
C3.2 COPPER TUBING C3.2 FOR INSTALLATION. C3.2 D
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M�6to�� NO SCALE �RO��: NO SCALE NO SCALE 0
AAlS1N Po NOVA AGUSTIN P. DUENAS AGUSTIN P. DUENAS
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MARL DA19 or APPROVAL DALE APPROVAL DATE Q
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SEE NOTE 4 - — SERVICE CONNECTION
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MAGNETIC TAPE MARKER:
GREEN W/ RED LETTERS (WASTEWATER)
6" MIN OUTSIDE R 6"MIN_ /� \\ —PLUG
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w v)w �� OUTSIDE OF PIPE BELL '�K •
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Grown By Checked By
NOTES: S TDM GID
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TRENCH FOUNDATION I. PIPE AND FITTINGS SHALL BE COMPATIBLE. ONLY Project Number AS REQUIRED MANUFACTURED FITTINGS SE.ALL BE USI=D. C3.2
2, MINIMUM DEPTH AT RIGHT OF WAY OR EASEMENT LINE haus Data
a SHALL BE 4 FEET. 06/04/03
b
3. MARKER POSTS AND BLOCKING SHALL EIE TREATED WOOD. Drowlnq 111" Name
PGST SHALL BE 2' XM N MUM ABOVE: FINISHdGRADE AND EXPOSED ARFA2•
' FIR. POST TO EXTEND
T ' D!�–t3IgII�:3i
4 SHALL BE P,41NTF D WHITE. LOW
SURFACING OF PAVED AREAS SHALL COMPLY Sheet Number
o WITH STREET CUT STANDARD DRAWING. C3.,2 4. WHEN REQUIRED, A CLEANOUT SHALL 3EF INSTAI'.ED. 1 �
n 5. LAY BUILDING SEWER AT MAX. 45' FROTH HORIZOl AL A�
TO ACHIEVE REQUIRED DEPTH AT PROPERTY LINE WHEN
are o+rAwrNG No. MINIMUM SLOPE RESULTS IN EXCESSIVE: DEPTH.
DAM DRAWING
MAR ON2199 x
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