12511 SW 68TH AVENUE S
iJ .T. ROTH OFFICE BUILDING
LOCATED IN SECTION 1, T2S, R. W, W.M.
CITY OF TIGARD, WASHINGTON COURT Y, OREGON
TAX LOT 8700 (MAN NO. 2S11 AA)
--
�.� ST S ' ' I GENERAL NOTES ADDITIONAL NOTES
♦ I 1. ALL WORK AND MATERIALS INSIDE OF THE PUBLIC RIGHT-OF-WAY S ALL CONFORM TO CITY OF 1. ANY INSPFCTION BY THE CITY, CO'"'TY, STATE, OR FEDERAL AGENCIES OR TLIE PROJECT ENGINEER
r1l TIGARD TECHNICAL SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION. ALL WORK OUTSIDE SHALL NOT, IN ANY WAY, RELIEVE THE _JNTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN
OF THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE UNIFORM PLUMBIN(I CODE AND THE UNIFORM COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS, AND PROJECT CONTRACT
� � _ I 1
` f , BUILDING CODE (UBC). DOCUMENTS.
I 2. THE PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMAODATE
s I 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICEAS BEFORE STARTING
I I r W OTHER UTILITIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SH�'ll BE REVIEWED AND APF ROVED
' W CONSTRUCTION.
i
I � -^ � `> I BY THE CITY PRIOR TO COMMENCEMENT OF WORK. I
S CT I I Q 3. {T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Atl UTILITY LOCATIONS PRIOR 3. SAW CUT STRAIGHT MATCH LINES WHERE EXISTING PAVEMENT MELTS NEW PAVEMENT. SAND AND SEAL
K'L�I A TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED JOINT.
mr CONSTRUCTION. THE LOCATIONS, DEPTHS, AND DESCRIPTIONS OF EXISTING UtILITIES SHOWN WERE
-� 4. PIPE LENGTHS SHOWN ARE APPROXIMATE. FINAL LENGTHS ARE DETERMINED BY FIELD CONDITIONS. 4
COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO
a I i NOT GIIARANTEE ':.c ACCURACY ON THE COMPLETENESS OF SUCH RECORDS, ADDITIONAL UTI'_ITIES MAY
EXIST WITHIN THE WORK AREA. 5. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. THIS MAP IS NOT MEANT TO r
- I SErk BOUNDARY SURVEY PURPOSES.
4, OREGON) LAW REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE 6. THE CONTRACTOR IS TO NOTIFY PRIVATE UTILITIES FOR RELOCATION ELOCATION OF POWER POLES, VAULTS, ETC.
FOLLOWED. THOSE RULES ARE SET FORTH IN OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE c
7. THE CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANIES FOR POWER, TELEPHONE, CABLE, TV,
RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.STATI+.OR.US/GOVERNME.HTM. CALL I
0 I BEFORE YOU DIG - PORTLAND METRO AREA 503-246-6699. AND GAS. POWER, TELEPHONE, CABLE, AND TV TRENCHING AND CONDUITS TO BE INSTALLED PER UTILITY
_ ' I COMPANY REQUIREMENTS WITH PULL WIRE. VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE OF
I
5. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTIL!bES IN SERVICE AND
CONDUIT PRIOR TO CONSIrctJCTION. 4
I I PROTECT THEM DURING CONSTRUCTION, CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY r i
�T _-� -- ' DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE 8. EXISTING BURIED UTILITIES, WHICH ARE TO BE ABANDONED, SHOULD BE REMOVED UNLESS NOTED ON
r I THE APPROVED PLANS.
.. .".... , ,,,,.....,�. I' 1��,�
INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT ATH THE UTILITY PROVIDER.
Ik r _ _- _ _ ' , 9. FINISHED GRADE CONTOURS SHOWN ARE APPROXIMATE.
0T t p nY 1� I 6. ALL WATER LINE CROSSINGS SHALL RE IN CONFORMANCE WITH OAR CHAPTFR 333, TUALATIN
I.I�I �7 �Lllv� _ f ��r - `�Z'�1 Vk -►�yl�/ VALLEY WATER DISTRICT AND THE OREGON STATE HEALTH DIVISION. 10. THE PERMIT OR APPROVAL GRANTED HEREBY OR ANY INSPECTION N N THE IT
[� �. S�L".!�11�AR I HEREAFTER, SCO DUCTED 0 E S E
-7
SHALL NOT BE CONSTRUED AS AUTHORIZING ANY ACTIVITY IN VIOLATION OF ANY
x I ' 7. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AND THE CITY OF TIGARD 48 HOURS IN APPLICAELE FEDERAL OR STATE LAW OR REGULATION, INCLUDING BUT NOT LIMITED TO THE FEDERAL
VICINITY MAP S.W. BEVELAND ST. I ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, ENDANGERED SPECIES ACT AND ITS REGULATIONS.
F
NO SALE EXCEPT FOR NORMAL. RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAII'S, OR HOLIDAYS.
'
-- -- ------ I 8. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL, AND ADDITIONAL NOTES (SITE SPECIFIC
OTHER MATERIAL. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE
' REGULATIONS.
1. ALL CUT AND FILL AREAS (PROJECT SITE) SHALL BE STRIPPED OF SOD AND OTHER
�- Si TE M AP 9. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROXCT SITE AT ALL NON-STRUCTURAL MATERIAL (DEPTH 2"t).
LEGEND NO SCALE TIMES' 2. STRIPPINGS SHALL BE REMOVED FROM THE SITE.
;^ Y
�ICT1w1t± 10. THE CONTRACTOR SHALL ERECT AND MAINTAIN TRAFFIC CONTROL. PSR THE "MANUAL ON 3. FINISHED GRADE CONTOURS SHOWN ARE APPROXIMATE. WITHIN THE PAVED AREA FINISHED GRADE
EXISTING �� PROPOSED UNIFORM TRAFFIC CONTROL DEVICES", PART IV, CONSTRUCTION AND MAINTENANCE, AS ADOPTED AND CONTOURS REPRESENT TOP OF FINISHED HARD 'SURFACE (TOP OF ASPHALT IN PAVED AREAS AND TOP
DECIDUOUS TREE 0STORM CLEAN OUT 0 • MODIFIED BY ODOT. SHOULD WORK BE IN AN EXISTING PUBLIC RIGHT OF WAY THAT IS OPEN TO OF CONCRETE FOR,THE SIDEWALK AREAS). f �"
TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PIAN TO 1H,. CITY OF TIGARD FOR STORM CATCH BASIN DEVEZOPER■ APPROVAL.
CONIFEROUS TREE 4. ADEQUATE DENSITY TESTING SHOULD BE PERFORMED DURING UTILITY CONSTRUCTION TO VERIFY '.HAT
•�;�" _-
STORM MANHOLE ® ® 11. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN THE RECOMMENDED RELATIVE COMPACTION IS ACHIEVED. TYPICALLY, ONE DENSITY TEST IS TAKEN FOR
MONUMENT ° • GAS METER ® O J.T. ROTH CONSTRUCTION, INC. ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDING SOCH INCIDENTALS, AS MAY BE EVERY 4 VERTICAL FEET OF BACKFILL ON EACH 200-LINEAL-FOOT SECTION OF TRENCH, r`
FIRE HYDRANT Q til GAS VALVE 0 131r 12600 SW 72ND AVENUE NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS, APPLICABLE AGENCY
REQUIREMENTS, AND OTHER WORK AS NECESSARY TO PROVIDE A COMPLETE PROJECT.
5. ALL GRADING FOR THE PROPOSED DEVELOPMENT SHOULD BE PERFORMED AS ENGINEERED GRADING IN
WATER BLOW OFF 1 GUY WIRE �: ' �- SUITE 200 ACCORDANCE WITH APPENDIX CHAPTER 33 OF THE 1997 UNIFORM BUILDING CODE (UBC) WITH THE
WATER METER m POWER POLE cr TIGARD, �R t,�7223 12. THE CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT EXCEPTIONS AND ADDITIONS NOTED HEREIN. UNDOCUMENTED FILL DISCOVERED DURING CONSTRUCTION •A;;:
WAlr_R VALVE D4 N POWER VAULT ['151 I`P_ LIMITED TO, GRADING, DITCHING, HAY BALES, SILT FENCING, AND SEDIMENT BARRIERS TO MINIMIZE SHOULD BE REMOVED PRIOR TO ENGINEERED FILL PLACEMENT.
� PHONE: 503-639-'2639
DOUBLE CHECK VALVE ® a JUNCTION BOX i A�I �7 EROSION AND IMPACT TO ADJACENT PROPERTY SEE EROSION AND SEDIMENT CONTROL NOTES AND PLAN. �..
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR, DEVELOPER, PROJECT ENGINEER, AND THE PROJECTS
AIR RELEASE VALVE TELEPHONE RISER L7 p 13. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN GEOTECHNICAL ENGINEER SHALL HAVE A MEETING.
SANITARY CLEAN OUT 0 • TELEPHONE VAULT ��T-� T-J ENGINEERING SUR VE PING FIRIV STREET RIGHT-OF-WAYS UNLESS LIMITED TO A LESSER AMOUNT BY PERMIT. NO TRENCHES WILL BE
ALLOWED TO REMAIN OPEN OVERNIGHT. ALL TRENCHES SHA;_L BE COVERED 4A.T.H STEEL PLATES OR 7, FILLS TO BE CONSTRUCTED IN HORIZONTAL LIFTS NOT TO EXCEED 8 INCHES !_DOSE MEASURE.SANITARY MANHOLE O TELEPHONE POLE "
AGN __V_ T AKS ENGINEERING & FORESTRY, LLC FILLED IN AT N1CI'•IT. FLASHING AND REFLECTORIZED BARRICADES SHALL BE IN ACCORDANCE WITH MUTCD
STREET LIGHT REQUIREMENTS
8. CONTRACTOR SHALL GRADE SITE IN ACCORDANCE WITH THE GRADING PLAN. ON-SITE MATERIAL IS
:y # 13910 SW GALBREATH DRIVE, SUITE 100 . TO BE USED FOR ALL AILS IF APPROVED BY THE PROJECT'S GEOTECHNICAL ENGINEER. ALL EXCESS
USTING PROPOSMSHERWOOD, OREGON 97140 14. THE CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. MATERIAL OR UNSUITABLE MATERIALS (NOT INCLUDING STRIPPINGS TO BE REDISTRIBUTED) IS TO BE
RIGHT-OF-WAY - - ---- -- - - - -• - -- PHONE: (503) 925-8199 n 15. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR.
SHEET INDEX
PROPERTY LINE FAX: (503) 925-8969 TEMPORARILY REPAIRED THE SAME DAY OF OCCURRE14CE (OR IN A TIME PERIOD AGREED TO WITH THE 9• IMPORTED GRANULAR FILL AND IMPORTED SOIL FILL (IF NECESSARY) SHOULD BE APPROVED BY THE
CENTERLINE - - - - - - -- - - - - 1 COVER SHEET - GENERAL NOTES CITY INSPECTOR), USING COLD OR HOT A/C MIX. OWNER/CONTRACTOR SHALL BE REQUIRED TO ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO DELIVERY.
MAINTAIN REPAIRED AREAS UNTIL CITY FINAL ACCEPTANCE IS GRANTED. _
DITCH - - - - - - - > - > > -- 2 EXISTING CONDITIONS PLAN
16. IF GROUND WAR SPRINGS ARE ENCOUNTERED DURING CONSIUCIQCURE _._.... ENGINEER CONTACT:
N. THE CONTRACTOR SHALL '
...
3 EROSION CONTROL. PLAN IMMEDIATELY CONTACT THE PROJECT ENGINEER. THE PROJECT ENGINEER SHAI,L DIRECT THE CONTRACTOR
- ____-- _-__.- --. _ ALEX HURLEY P TO TAKE MEASURES TO ENSURE THAT THE WATER IS NOT CONVEYED THROU0 UTILITY TRENCHES AND
4 GRAIN
EDGE of PAVEMENT GRADING PLAN N THE NATURAL FLOW PATH Of THE SPRING IS ALTERED AS LITTLE AS PRACTICA6i.E. THE PROJECT CITY OF TIG,'4R9
ENGINEER SHALL SUBMIT A REPORT SUMMARIZING THE FINDING TO THE CITY. IMPACTS AND MITIGATION Approlred.............._..__..._.......
5 SITE PLAN SHALL BE ADDRESSED FOR CITY APPROVAL. ..onditionallyApproved............... II
PROJECT PURPOSE. ' or MI the w�k as d scribed in:
FENCE LINE - ® -• • B f) UTILITY PLAN PERMIT NO.. ,L j � ,L_.�
GRAVEL EDGE See I.etael to' Follow--------.. ..._...----- ( I
OFFICE BUILDING A rich
7 STORM WATER FACILITY DETAILS �
Job A�Grlas:
POWER LINE _._. ._. _ _._____ _______ �_�. By: .v.. ,G! Date.
-- P..F?._..._ pµle7...... - pWR- - P�; L / ..
OVERHEAD WIRE - _._ _ 04W--.-_ .__.. ___ .__ n►Iw cxlw--- --- oHw---___..__
TELEPHONE LINE TEL _ - IFI_
GAS LINE ins CAS
ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.
- - -- ^`�- - - --- --- ------ ---- THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090, YOU MAY OBTAIN COPIES OF THESE RULES
STORM SEWER LINE - SIN -- - sa►� FROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER.
YOU MUST NOTIFY 'rHE CENTER A f LEAST 2 BUSINESS DAYS B>✓ . NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN
SANITARY SEWER LINE - - -- - SAI - - --- - SAN- --- SAN- Sw T ''T
WATER LINE -- - •- - wAT-- --- -.- - war- --- war - wry-
EXCAVATION. CLL (503) 246-6599.
x
68th A, 12511
S I T200,'-0UJ'F
1 of 6
----- UA fE:
REVISIONS: By. AHH NG NO,: E1-01 P
COYER SHEET ENGINEERING • PLANNING •SURVEYING FORESTRY Y AHH JB AS NOTED �5� I NES ,TOB NUMBER
- LICENSED IN OR, WA 8c AK plEgc Y; MBH AWIN N Y JwTw ROTH 565 P
13910 SW GALBREATH DRIVE, SUITE IOD PREPARED FORS J.T. ROTH CONSTRUCTION, INC. ��� j
GENERAL NOTES E
SHERWOOD, OR 97140 12600 SW 72ND AVENUE, SUITE 200
OFFICE BUILDING OIiEC0J1TIGARD OR 9722] '< w SHEET
_-_ PHONE: 503-639-,"_639 �,qN�Rr as �b4
-"'--' -'- ---- ENGINEERINGAei0RE31RY PHONE: (503) y25--8799 FAX: (503) 925-8969 fR N• 1 OF 7
SECTION 1 (T2S-R1W, WM) TAX LOT 8700 RENEWAL DATE: 6/30/03 J
NOTICE: IF THE PRINT OR TYPE ON ANY rlr��IrIIIIIIII IIIIIII IIIIi r rllltll IIIIIIrIrITrrlr�rl TTgT(T 1Tr IIIIIIT TIT ,,^ I
rllllll' llrlr r !I!�!I! lltjrJl rIrI1111lIlIr ! rll�tl! I�IIIIIIIIIrIt lI1III! Illltl ! lIII! !
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I ! �j I �1 I 4 r .J1 I b I I I I I �l lO I 11
IT IS DUE TO THE QUALITY OF THE Nina
ORIGINAL DOCUMENT ii TT -- - -- --_-- --- - ---- ___ -_ ---__ .. .__ - ----- ----
10�£ 8� 8 7 9�Z 6�Z £IZ I Z�Z IIZ OTZ �i 8�i LTT r8 T9 I
II II I II �� u I 1 lll�lll1�
,III ,III ,III ,III ���� ,III ,III IIII�I!il ,III ,III Illl�illl ,III ,III III:�IIII IIIL�IIIIIIIII ,III IIII�IIIIIIIII�IIII IIII�IIII Iiil�Jll•I �I�IIII I II�IIII IIII�IIII IIII�IIiI
Ill Ilill IIIIIIIII IIII�IIII I�IL�f111 llul lllll�ll �
S.W. FRANKLIN ST.
I / N
EXISTING SANITARY MANHOLE
RIM: 108.94
IE IN: 97.11 (8-N)
IE OUT: 96.81 (8"S)
EXISTING SANITARY MANHOLE
RIM: 144.20
IE IN: 108.16 (87)
IE IN: 108.25 (8"N)
IE OUT: 108.04 (8"S)
EXISTING BUILDING
q!
9 EXISTING STORM CATCH BASIN EXISTING BUILDING
RIM: 104.12 —EXISTING STORM CATCH BASIN
IE OUT: 102.62 (8"S) EXISTING CURB RIM: 108.96
(TO REMAIN) IE OU 106.98 (8-S)
9 EXISTING
EXISTING AC DRIVEWAY
EXISTING AC
DROP
WEXISTING CURB
(TO BE REMOVED)
EXISTING SANTA LATERAL
APPROXIMATE LOCA N FROM Ep
AS BUILT INFORMATIO
� � ; � :� Ips � I Z; e
I Ir
3 }
'INFORMATION SHOWN IS BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY AKS ENGINEERING AND
FORESTRY, LLC. AND UTILITY INFORMATION PROVIDED BY OTHERS. THE LOCATIONS, DEPTHS, AND SCALE 1" 20 FEET
DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE
I i'l
FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. I cl, —
0
EXISTING SANITARY MANHOLE
RIM: 99.26II
EXISTING IE: 90.57 (8"N) : �EX G SIDEWALK
IE OUT: 90.26 (8"S)
AC
EXISTING URB
EXISTING STRE
LIGHT (TYP.)
-EXISTING SANITARY MANHOLE
z RIM: 105.79
EXISTING 6" STORM LATE AL IE IN: 99.29 (8
IE OUT: 99.17 8"S
APPROXIMATE LOCATION ROM ( )
w"'
A AS-BUILT INFORMATION.
EXISTING STORM CATCH BASIN
RIM: 99.0 S.W. B VELA S
IE IN.: 95.43 (8"N)".N)
IE OUT: 95.19 S)
I
----------- ----------
EXISTING STORM CATCH BASIN
RIM- 98.72
E IN: 94.74 (St'N)
EXISTING STORM MANHOLE IE OUT: 94.59 (13"W)
RIM: 98.65
IE IN: 94.01 (8"W)
IE OUT E: 93.69 (8"SE)
e � � ( I e
68th Ave 12511 t
SIT2002-00036
DATE: 7 2 of 6
REVISIONS: QL AHH ]RAWC NO.: El-02
,SIGNED BY:
_-_______
EXISTING CONDITIONS ENGINEERING • PLANNING -SURVEYING • FORESTRY DRAYM Y. AHH&&_. wAu: AS NOTED JOB NUMBER
LICENSED IN OR, WA & AK CHECKED BY: MBH -JEAVANG ZNERATEL0jYX__. JT ROTH A5615.39p.
I I ,E 4,
13910 SW GALBREATH DRIVE, SUITE 100 899
J.T. ROTH CONSTRUCTION, INC.
PLAN PREPARED FOR:
SHERWOOD, OR 97140 12600 SW 72ND AVENUE, SUITE 200 OFFICE BUILDING olum x
EN014EEWC FORESIRY PHONE: (503) 925--8799 FAX: (503) 925-8969 TIGARD, OR 97223 1111111111� 4. SHEET
PHONE: 503-1539-2639 T)GAMER H• 2 OF 7
------- SECTION 1 (T2S-R1W, WM) TAX LOT 8700 RENEWAL DATE: 6/30/03
momww NOW IM em IN NOW
NOTICE: IF THE PRINT OR TYPE ON ANY rlrpIrjIlIJIlI ! ; I Jill III 111�VIIIIIIIIII� IjTjrI1jTj7T III III VIII I
IMAGE IS NOT AS CLEAR AS THIS NOTICE, --__ l - _ _ --6L
0__ _1 _ __ _�1______� ____ Ll _- ____1 � _ a . �
IT IS DUE TO THE QUALITY OF THE No 36
Z-2 Li—-It 114-1i" .1
T 1 11 �1�1 11
T I
ORIGINAL DOCUMENT 9
t 3
t
ENGINEERED GRADING NOTES - GENERAL
_ I
I
I
1. PROJECT GRADING LIMITS SHALL BE WITHIN THE PROJECT'S PROPERTY BOUNDARY AND/OR STREET RIGHT-OF-WAY,
UNLESS OTHERWISE SHOWN ON PLANS. NO GRADING SHALL BE CONDUCTED IN WETLANDS OR OTHER ENVIRONMENTALLY
' • iFRANKLIN
SENSI•fIVE AREAS UNLESS SPECIFICALLY SHOWN ON THE APPROVED PLANS. • � .,
1 2. THE IDENTIFICATION OR REMOVAL OF UNSUITABLE M.ATER!AL SHALL BE. DONE WITH CONSULTATION WITH THE PROJECT
ENGINEER OR PROJECT'S GEOTECHNICAL ENGINEER. r
{ I 3. REMOVE AND DISPOSE OF ALL ORGANIC AND/OR UNSUITABLE MATERIALS, INCLUDING TREES, STUMPS, ROOTS, BRUSH, AND I '
GRASS IN SUCH A MANNER TO MEET ALL APPLICABLE REGULATIONS.
I4. GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWING WITH THE NECESSARY ADJUSTMENTS TO ACCOMMODATE --•---��„ I
THE FINISHED GRADES AS SPECIFIED. SHAPE FUTURE PAVED AREAS PER THE PLANS TO A SU8GI3ADE ELEVATION THAT WILL
I
ACCOMMODATE. FUTURE BASE ROCK AND PAVING. r
I p,,
5. STRAIGHT GRADES SHALL BE RUN BETWEEN FINISH GRADE AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERVISE I I
NOTED. FINISH GRADES ARE TO DRAIN AS INDICATED ON 'fHE PLANS. ROUGH GRADING SHALL BE FINISHED BY BLADING AND
I
RAKING TO REASONABLE SMOOTH CONTOURS WITH GENTLE TRANSITIONS. I I I I
6, ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TNO (2) HORIZONTAL TO ONE (1) VERTICAL
i I I I
UNLESS OTHERWISE SHOWN ON APPROVED PLANS.
7. AREAS TO RECEIVE FILL MATERIALS SHALL BE PREPARED BY REMOVING ALL ORGANIC AND UNSUITABLE MATERIALS AND I
PROOF ROLLING, BENCHING MAY BE REQUIRED. MATERIAL IN SOFT SPOTS WITHIN PROPOSED BUILDING, PAVED, CR SIDEWALK I I f
AREAS SHALL BE REMOVED TO THE DEPTH REQUIRED /AS DIRECTED BY THE PROJECT ENGINEER OR THE PROJECTS I I
I
GEOTECHNICAL ENGINEER) TO PROVIDE A FIRM FO'jNDAT1011 AND SHALL Dt REPLACED WITH SUITABLE BACKFiiL. FILLS SHALL I i
i
BE CERTIFIED BY THE PROJECTS GEOTECHNICAL ENGINEER.
I I ;
$. THE CONSTRUCTION OF STRUCTURAL FILLS ANU/OR EXCAVATIONS SHALL BE AS DETERMINED BY THE PROJECT'S
I I
GEOTECHNICAL ENGINEER. THE TABLE BELOW REPRESENTS GENERAL GUIDELINES.
9. COMPAC11ON TESTS AND REPORTS SHALL BE CONDUCTED BY AN APPROVED TESTING LABORATORY. TEST FREQUENCY ,
SHALL BE PER RECOMMENDATIONS OF THE PROJECT'S GEOTECHNICAL ENGINEER. TESTING TO COMMENCE WITH FILL ACTIVITIES I j �``•� F I !
j
AND AS A MINIMUM, ONE TEST WILL BE TAKEN FOR EVERY 500 CUBIC YARDS PLACED. I r
10. IF DUSTY CONDITIONS EXIST, THE PERMITTEE SHALL APPLY A FINE SPRAY OF WATER ON THE SURFACE TO CONTROL THE
DUST. I I I I
I S I r�• i I � I
I ! I r
11. ANY CHANGE TO THiS GRADING PLAN MUST BE APPROVED BY THE PROJECT ENGINEER. I I
12. All EXISTING u-nLITY FEATURES (VAULTS, BOXES, MANHOLES, ETC.) IN CONFLICT WITH THE PROPOSED GRADING PLAN
SHALL Bt RAISED OR LOWERED ACCORDINGLY. I I !
13. FINISHED GROUND CONTOURS SHOWN ARE APPROXIMATE FINAL. GRADE ELEVATIONS.
14. IF SPRINGS OR GRCyINDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE : ''� . ,. ', '• -
! --------------------------------
GEOTECHNICAL
GEOTECHNICAL AND PROJECT ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT VALL
r
ALLOW THE ENGINEERS TIME REViEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER. I
iMY I On 0I • i
ADDITIONAL NOTES. .450
r II
''001
-- ----— ®i� r w! J�(.Jr 1 ._.
1. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER.
• I � •�. \, `•�. � .. I I I ;; 4�i rr7 ,L. jii T ! I t I
2. ALL CUT AND FILL AREAS (PROJECT SITE) SHALL BE STRIPPED OF SOD AND OTHI-R NON-STRUCT'•URAL MATERIAL IN
ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS. DEPTH 0.2'# . STRIPPINGS SHALL BE HAULED OFF I __.___._.... _._..,; •,,` 'a•\� \ W M_-%%.' �h r I f', w — ,.; ' I
SITE. I F—
A
3. FINISHED GROUND CONTOURS SHO,.. ARE APPROXIMATE. + 00
e
AASHTO T-99
SOIL COMPACTION GUIDELINES ION I ' ; G� .� i�-�_.._._._._::,.. _ ,: ,,� ', __ • I
MIN. COMPACT I I i; '•., r r ._ .:: -• �
AASTO T-99 IMPORT GRANULAR I 'f .�, ',� % `\.. �"�� �� ��i`;,�: `)1»1rl_ �:'.►��
APPLICATION NATIVE SOILS FILL
BENEATH FOUNDATIONS 929 959 • i r. = ...__.__.__. ,;i I ,;: i » — �` '
BENEATH FLOOR SLABS 929 959
BASF ROCK LAYER --- 95% i � ,� �.I w•:' �..� `�' —....._� 'i �; ' I/;,
UTILITY TRENCH BACKFILL I �, --• Ii I >,. I _ !
UPPER 3 FEET BENEATH PAVEMENTS, SLABS, OR STRUCTURES 92% 959 ! j ' ;% -- ' _' - -
BELOW 3 FEET BENEATH PAVEMENTS, SLABS, OR STRUCTURES 90X 90%
IN LANDSCAPED AREAS ABOVE PIPE ZONES
88% 88% I
BENEATH PARKING AREAS 92X 95f.
LEGEND
NOTES:
>t EXISTING GROUND CONTOUR
_.---•-11�n•_......•-. - - - - ---- - --- - - - - - --- - -- _ --- _ _ _ —__._ _ _—. _ _ _ -- -- _ _.._1
1) WHERE CONFLICTS OCCUR BETWEEN VALUES, THE HIGHER PERCENTAGE SHALT. GOVERN. D R
FINISHED GROUND CONTOUR 100— w+r
2) IMPORTED GRANULAR FILL AND IMPORTED SOIL FILL SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO DELIVERY. BEVELAND ST.
3 USE LIGHTWEIGHT MANUALLY I T t-• ' �,w-- � S.W.
GU DED COMPACTORS WITHIN 3 FEET OF EMBEDDED WALL.. DISTURBANCE BOUNDARY r A� A Ali A� IiM A� MI i i �r I I I -' J
4) ENGINEERED FILL SHALL BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES USING STANDARD COMPACTION j
EQUIPMENT.
5) STRUCTURAL FILL SHALL INCLUDE ALL AREAS RECEIVING A HARD SURFACE. THIS INCLUDES ALL AREAS WITHIN THE PAR!;ING I
AREA OR BUILDING ENVELOPE. , I
6) CONTRACTOR IS RESPONSIBLE FOR COORDINATING COMPACTION TESTS WITH THE PROJECTS GEOTECHNICAL ENGINEER.
SCALE
' 1 = 20 FEET
U mem
I
t
' _ I I
DATE: /- Z V- '' 3
REVISIONS: _ Y: AHH MIN NO.: E1-04
._.-______- GRADING ENGINEERING • PLANNING •SURVEYING • FORESTRY AWN Y• AHH JB AS NOTED \��� JOB NUMBER
LICENSED IN OR, WA do AK CK o Y. MBH A%Nr Y J.T. ROTH 45
56 39P� �
f
PLAN � 13910 SW GALBREATH DRIVE, SUITE 100 PREPAF�D FOR: J.T. ROTH CONSTRUCTION, INC. 6811 Ave. 12511 7 $9� X,
OFFICE BUILDING517200200036 Tr:
SHERWOOD, OR 97140 12600 SW 72ND AVENUE, SUITE 200 OREGON
3 or s 7i ,� � SHEET a„
11GARQ, OR 97223 -NY� ;
ENOAIEERMIO dl FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969 PHONE: 503-639-2639TGAM14 �1111EG" qN�fR H•� 4 OF
7
SECTION 1 (T2S-•R1W, WM) f -
_ TAX LOT 8700 RENErYAI DATE: 4/30/03 ".
M N
4 ..
NOTICE' IF THE PRINT OR TYPE ON ANY 'T I r1 l i l I I I I I I I III I I I I i i l l ►I I III I�l 1TIT r�1 m err TITiI I I�f 1 I I I I l III III "III III III I f l III III III I I I I I I f- I I? I i l l l I I I I III 111 I I I 1 III III I I I I I I I III III VIII I
IMAGE IF NOT AS CLEAR AS THIS NOTICE,
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IT IS CUE TO THE ~— No 39 ••�-- L.J � �..: . .., r ; '?
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ORIGINAL DOCUMENT G[z tI Z 9(x 114-
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38" "HUNTCO" BR5 BIKE RACK
2 3/8" O.D., 2" I.D., 0.154" WALL I
40 STEEL PIPE.
ASTM A�3 SHEDULE
Y
COMPACTED SUBGRADE I f
3 CONC. OT "
{ " OF ASPHALTIC C . DOCLASSC" " r 36 SURFACE FLANGE
MIX EXTRUDED CONCRETE CURB PER MANUFACTUREPY'S
rn
2" OF 3/4"-0 CRUSHED LEVELING COURSE -4"L26C'
SET IN MASTIC SPECIFICATIONS I I � � sed.
6" OF 1 1/2" -0 CRUSHED BASE ROCK ASPHALT PAVEMENT ON
" COMPACTED GRAVEL I j10
COMPACTION FOR AGGREGATE BASE, LEVELING COURSE, AND SUBGRADE SHALL / a a •. I ; `
MEET 95% OF MAXIMUM PELATIVE DENSITY BASED ON AASHTO T-99. •: I qX b less Man 4e In, (a)
ASPHALT CONCRETE SHALL BE COMPACTED TO 91% OF RICE DENSITY PER I i i i Awn the slay of dw pared side Flared Skies
AASHTO T-209. '• ! swnot600s dI:IZ
•..I I , I I
TYPICAL PAVED SECTION EXTRUDED CURB SECTION BIKE RACK
NO scup w sm w scAL� f ► ,� ` "
J
.._._ter
( , 51 I
2% SLOPE AWAY
FROM BUILDING
- 4" CONCRETE
2" 3/4'•-0" CRUSHED ROCK
COMPACTED SUBGRADE I EDGE OF AC (TYP.)
I I ;
'�`•' 1 CONCRETE PAD=108.25
`��bas-nNG
SAWCJUT LINE ^ ��lAC=105.50TYPICAL CONCRETE SIDEWALK SECTION I � AC=108.0 AC=MATCH EXISTING CURB
! I ;0_
�TO BE REMOVED
NO i L.L.1
FLOW ARROW
BASE WALL=103.3_ _._ ..._..._ __ __._. _ ! �- AC--MATCH EXISTING
TOP WALL=105.2 wA ; -`f. i (TYP.)
:
AC=108.25 t M N�'- BIKE! RACK
AC=1.05.50 AC=105.22 AC�107f75 s . ~` `;'_. �4 ( MATH I I I
o C I
1•.
I AC"107.75,..• AC=109.20 � v ,; EXISTING
1 j ' c 1
A - OG.00_.._. inti ._.. qp• _..._. �'•`"__
i
110.25 •' " - J--
SW=
110.75 I
__.. 1
1.5 BETWE FLOW ARROW _..
i I -_ AC-110.25 INSTALL ACA '
ASE OF WALL . , (TYP.) - - SW=110.75 AC/'�W-;1n:'L5
a AND 'R.O. LINE (TYP.)
RAMP
�1/ t t�•
INSTALL--QA RAMP
AC/SIN--109.92 e
{
SW-110.02 '
■ I - AC=107.00 AC=109.15 AC=110.25 �eE ��^
AC=105.10 SW=110.75 e�'a �' " SW=109.135
AC=104.80 � � -
STM MH RIM=104.50 FT-.�-BUILDING 110.90CD
-_�_
BASE ALL-101.2_ _. • -SW/TOP WA ;A W ;4- I
I' STM ( RIMS 4.30 S / OP LL/P SE ALL 18.27
IT _... .._._._. w
TOP L=104.6 : AC-104160•`--. ��; �, . .. _ _ � _.. AC=.108.00 I I I
I 12 STEPS RISE 7" RUN 11"
I BASE WALL=100.1 FACE OF BASE WALL 103.0
BASE WALL=100.7
: _ c SASE WALL=102 03P WALL=107.0
_ �, ( � TOP WAIL=103.0 TOP WALL=104.1 ROCK RETAINING WALL I
BASE WALL=1(10.0 W/ ....FE TY RAIL (TYP) EXISTING GROUND �
TCP WALL=107.7
TOP WALL=103.0 (DESIGNED BY OTHERS) CONTOUR (TYP)
ST---.,, ..,
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NOTE:
- , BASE OF WALL ELEVATIONS DO NOT INCLUDE WALL EMBEDMENT.
I '
i AC=TOE' OF ASPHALT CEMENT ELEVATION I
SW--TOP OF CONCRETE SIDEWALK ELEVATION e ,
a
SCALE 1" = 20 FEET I ,
I
I
I I I
DATE: /- 2 7-�-�
RE��ISIONS: ED BY. AHH HANG N E1-05
JOB NUMBER '
--- ---------- ENGINEERING • PLANNING •SURVEYING • FORESTRY' AWN Y. AHH JB AS NOTED ��i v�,G t rv��,�
LICENSED IN OR, WA & AK CHECKED BY: MBH A NRA Y ; J.T. ROTH 5 39 t
839
= - --- -------- SITE PLAN 13910 SW GALBREATH QRIbE, SUITE 100 J.T. KOTH CONSTRi�;;TION, INC. bath Ave. 12511ShERW00D, OR 97140 PREPARED FOR• 12600 SW 72ND AVENUE, SUITE 200 4SIT2002-60036 oseco>pOFFICE BUILDING 9� w SHEET
TIGARDENGINEERING d: FORESTRY PHONE: 503 925-8799 FAX: (503 925-8969 PHONE, OR 97223! 9TKXAM OFE<M �qN�Rr�e �
( ) ) PHONE: 503-639-�63 fR N. 5 OF 7
Srr,110N 1 (T2S-R1W, WM) TAX LOT 8700 RENEWAL DATE: 6/30/03
1 • 'Y' A n • „Y R •1 _b I Y
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IT IS DUE TO THE QUALITY OF THE 1 No
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ORIGINAL DOCUMENT �E'j
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STORM DRAIN NOTES: -' - --- •- - -
1. TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A., DIVISION III, SECTION 301.1.01, AND SHALL. BE CLASSIFIED AS EITHER ROCK OF' COMMON
EXCAVATION. ALL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE.. - -'
2. ALL STORM PIPE WITH THREE-FOOT MINIMUM COVER SHALL 8F ADS N-12 (OR EQUIVALENT) WITH WATERTIGHT GASKETS UNLESS OTHERWISE SAWCUT '
�__
NOTED. CONCRETE HEADWALLS/TREATMENTS ARE REQUIRED FOR ANY EXSPOSED ENDS. ALL STORM PIPE WITH LESS THAN THREE-FOOT COVER �`'`"" -- -- --
SURFACING
SHALL BE PVC C-900/C-905 PIPE WITH WATER TIGHT GASKETS. MATCH EXISTING MATERIAL __- I , +
TOPSOIL --
-W, FRANKLIN ST
3. ALL PIPE BEDDING AND TRENCH BACKFILL. WITHIN PAVED AREAS OR CITY RIGHT OF WAY SHALL BE CLASS B, PER CITY OF TIGARD STANDARD r DIOR AS
RECTED
DRAWING 180, BASE MATERIAL
'� � ___� - - -- - -- - -- - - - ---- - --- - - - - - ---- - - - _._-.. - -._ _ - --- - - - --- - - - -I - - - --- -
4. SUBSEQUENT SETTLEMENT OF THE HNISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER --
I COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. !
s ; a
` 5. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED; SI CH
..D�
ADJUSTMENTS OR REVISIONS SHALL BE REVIEWED BY THE CITY OF TIGARD, AND APPROVED PRIOR TO COMMENCEMENT OF WORK. <F W I m I I �g
6. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE PROVIDED WITH TAMPER-PROOF LIDS, AND SHALL BE 0.5
dd g m I I
FEET ABOVE FINISHED GROUND AND MARKED WITH A MARKER POST, UNLESS OTHERWISE NOTED. I $ { I
7. ALL PUBLIC STORM SEWER SYSTEMS SHALL BE DESIGNED IN ACCORDANCE. WITH q.EAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS.
.1_._ -._I _ � I �• �� r -�., - -���. �r �� �Ir ��rn r �� ��+ r r �� - �� irr��l � I I
w SANITARY SEWER NOTES
1. TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A,, DIVISION ill, SECTION 301.1.01, AND SHALL BE. CLASSIFIED AS EITHER ROCK OR COMMON
1
EXCAVATION, 1LL EXCESS MATERIAL FROM THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE.
2. ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE CLASS B, PER CITY OF TIGARD STANDARD DRAWING 180. 1
1,. W o I I I
3. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL. BE CONSIDERED TO BE A RESULT OF IMPROPER
COMPACTION AND SHALL BE PROMNLY REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. I + I I I I I I
I I I i
4. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES QP, ALI(�IMENT TO ACCOMMODATE OTHER UTILITIES AS REQUIRED; SUCH I ,
0' MIN 8' MIN I ( I 1
nJJUSTMENTS OR REVISIONS SHALL BE REVIEWED BY THE CITY OF TIGARD, AND APPROVED PRIOR TO COMMENCEMENT OF WORK. +
5. ALL SANITARY SEWER PIPE WITH THREE-FEET MIN. COVER SHALL BE PVC (ASTM D 3034, SDR 35) ('NLESS OTHERWISE NOTED. ALL SANITARY 6' ',iN REDOING E eau". + I
SEWER PIPE WITH LESS THAN THREE-FEET MIN. COVER SHAM BE PVC C•-900/C-905 UNLESS OTHERWISE NOTED. ifi i
6. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE PROVIDED WITH 'AMPER-PROOF LIDS, AND ;MALL BE 0.5 I
FEET ABOVE FINISHED GROUND AND MARKED WITH A MARKER POST, UNLESS OTHERWISE NOTED. I
WATER SYSTEM NOTES
i. AL WORK .
L O K AND MATERIALS SHALL COMPLY WITH THE TUALATIN VALLEY WATER DISTRICT STANDARDS: THE OREGON HEALTH DIVISION TRcNCH FOUN. AS
+
I
STA81UTA710N, A& REQUIRED
ADMINISTRATION RULES, CHAPTER 333; A.W,W.A. AND A.P.W.A. STANDARDS.
2. WATERLINE SHALL BE DUCTILE IRON PIPE CEMENT-MORTAR LINED AND SEAL-COATED AND SHALL CONFORM WITH ASTM 536, ANWA C151,
a + '
AWWA C104, �,ND AWWA C111, WATERLINES NEED TO BE IYTON JOINT PIPE. 10-INCH AND SMALLER SHALL BE CLASS 52, 12-INCHES AND LARGER .,.,'•.,,j
SHALL BE CLASS 51. WATERLINES SHALL COMFORM TO ANSI A21.6 AND ANSI A21.11. NOTE: I I
1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING.
3. ALL PIPE :HALL HAVE MINIMUM COVER OF 36 INCHES BELOW THE FUTURE FINISH GRADES IN EASEMENTS AND STREET RIGHT-OF-WAYS. 4.
GATE VALVES SHALL BE DOUBLF DISK TYPE WITH RESILIENT SEATS PER AWWA C-509. BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. 2. JOINTS TO BE TACK AND SANDED. I ,
4, COPPER TUBING SHALL BE TYPE wK" SOFT OR POLYETHYLENE MUNICIPLE SERVICE. TUBING FOR 1" AND LESS SERVICES. 3. SAWCUT SHALL BE TACK COALED WITH BITUMINUS ASPHALT EMULSION. I t
I I
5. ALL WATER METERS ARE TO BE INSTALLED 8Y TUALATIN VALLEY WATER DISTRICT (TVWD).
l
6. f'wl LEES, BENDS AND BLOW-OFF LOCATIONS SHALL, UNLESS OTHERWISE NOTED, HAVE APOURED-IN-PLACE CONCRETE THRUST BLOCK „,�„m ff, 4:
v I I
NO SCAN
CONFORMING TO TVWD STANDARD DRAWINGS. "D"S"" P. D1ENAS i'RENCH I I I I
7. ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE PER TVWD STANDARD DRAWING DETAIL 7. `"""a""°D[PA rntNT '
ery Oroor�. DIYG N0. I 3
K: />na tt sou .cb 171
.uw. ,::: novo aRa11 1 g0 I I 1 1 I 1 I I 1
8. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MADE AT APPROXIMATELY 90 DEGREES AND HAVE 18 INCHES OF VERTICAL ( :;�j,;; wIRCN +++. BACKFILL +
aTY 110A110 �ovK Mtt
CLEARANCE OR SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON WATER PIPE WITH WATERTIGHT JOINTS FOR A DISTANCE OF I I
9 FEET FROM 80TH SIDES OF THE WATER LINE AND ENCASED IN CONCRETE.
9. JOINT DEFLECTION ALLOWED ONLY WITH THE APPROVAL OF THE PROJECT ENGINEER AND CITY INSPECTOR. I I I ; I EXISTING STORM CATCH BASIN I
10. THE VALVE STEM FOR BUTTERFLY VALVE SHALL BE LOCATED ON THE STREET CENTERLINE SIDE OF THE WATERLINE UNLESS OTHERWISE NOTED I ,; RIM: 104,12 � 3
EXISTING STORM CATCH BASIN
ON THE PLANS OR DIRECTED BY CITY INSPECTOR. EXISTING SANITARY LATERAL I I ; I IE OUT: 102.62 (8"S) RIM: 108,96 I
11. HYDROSTATIC TESTS: THE TEST SHALL CONFORM WITH AWWA C 600, SECTION 4 WITH THE FOLLOWING MODIFICATIONS. THE TEST DURATION APPROXIMATE LOCATION FROM I 0 1" WATER SERVICE (PRIVATE) IE OUT: 106.98 (8"S)
SHA'_L BE 60 MINUTES AT 150 PSI WITH ZERO LOSS. DISINFECT THE LINE AFTER PERFORMING HYDROSTATIC TESTING. AS-BUILT INFORMATION IE UNKNOWN I I I I 1- WATER
SE MEET
12. DISINFEC110N: PIPELINES SHALL BE FLUSHED AND DISINFECTED BEFORE PLACING INTO SERVICE, AND AFTER PERFORMING HYDROSTATIC CONTRACTOR TO POTHOLE AND I 1
TESTING. DISINFECTION SHALL CONFORM WITH AWWA C 651. DISCHARGING OF THE HIGHLY CHLORINATED WATER USED FOR DISINFECTION SFIALL CONTACT ENGINEER W/INVERT INFO I I I UPC/UBC REQUIREMENTS 1
PRIOR TO CONSTRUCTION. ; " (MAINTAIN MIN. 3' COVER) ❑
NOT BE DISCHARGED INTO SURFACE WATERS. APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS CONCERNING DISCHARGE SHALL BE I I I I I ❑ 1 WATER SERVICE (PUBLIC) IA
FOLLOWED. 1 . TO BE INSTALLED BY TVWD
I I I j�
13. PRIOR TO TAPPING INTO THE EXISTING W4TERLINES, THE CONTRACTOR WILL CONTACT THE TUALATIN VALLEY WATER DISTRICT.
WAT' I,
wI
-- _ -- a -__ .:: '�` moi' i III {I //• i c
A V B... ATMOSPMUC VACUUM DREAIIZR
7'-0' 8' PUE Doe AVB for e.[b lin eon I iii `\wA> .='S� r•'7 "t 'i: { I I // I - �" II
rlaplred trryat um w trd.abaa(-ILr.i►w) I
slowed BJ.odra.>o d(ser)an AVB.
6aen AVB mud be hndallcd.mtalmnm d.b niche. 6 soave the
INSTALL LANDSCAPE
(--
5'-6#"I point d W"In the sone It Kr+a (� hk I I I I I �='_ - - - -f r•F' iii
No chezolcW or may be mtrataced Wto an t syskm DCVA (SEE DETAIL) ji,.
x LOT ER TO BE i AVB x. I I I - I Til ': , fi; �,�i/;��/ .��%��%j '�i��i•'/ i /! :'�if�f !/%�
SERVED I P®P12 puzow on doundra0n,d&d(alter)an AVB. _ ;/ i : , i '..
F�
M � 3 I � SAN� �SAN SAN i,SAI(` SAN /'%� I
W I z I I I - .w.� - 1 ' 001
z N I + N /1 ;0
6" \ '� I I I I r I ' T L 11I -'A
w'it 1 --r i e" + STORMWATER DETENTION
Q: O z 2 -0' _ r i I I ' I PIPE (SEE DETAIL SHEET 7) _
ER IY LIr:, I I I I L PVC _..._ _..__...__ _ /�; 11: 106.00 1 I 0
Q - I- • =114. f %if I 1
STM MH (FLAT .OP) 5=0,02 (MIN)
a OUTLET STRUCTURE
m I I
SEE DETAIL SH T 7
1 � OFFSET LAl H ( EE ) cd 1 J
ON PROPERTY LINE ' a "-- P V B... PR$3SURE VACUUM BRS�AIII;R ASSIFJ[BLY SEE NOTE No 1PROPERTY LINE AND LOT I NUMBERS MARKED IN WFlITEOnly aloe�reqoh•sd+°'Q"W"hok eydam:codrot"hs o n be 0 __ STU
PAINT ON FACE F I bntad ao mLaam d(alta)the PVB crj� ,; I;I --l- ru'- ---� -'-1 II i
0 CURB I M's OWL be lutaIkd r minim®d one tad(121 above the hoed IE: 103.0$
Point d.da they avve.
I 1{
PLAN • WB'a mad .. (SAW umU D7.site-aed or owifivefrei e.embty Sbfer...who v- - Y:
--- hlda8ed...��, . .>,m mood�repalrei.
• No dwrolees or fltrtltlaer may he tatroduced tato au IrrOUort sydm I - _STM ! - - -snl
oototpped wu"D a. I I I I
• Na pump r back pvt�tnn cos dmaatnom dale d(aha)an PWB.
6'_6, i I
12" m1n. 6" PVC C900 4-
I , -
C 21.51 6" PVC, C900 STM
S=0.061
I I I " 6" PVC C9G0 I I I t
_ . 1 ;, ;, .~ii _ (MIN. SLOPE=0.02) 6 PVC C900 90' ELBOW �-CATCH BASIN STORM FILTER L-88.95
I -- - - - - I C CONNECT TO CATCH BASIN
' I � (SEE DETAIL SHEET 7) S=0.0200 I I
INSTALL 22.5' ELEOW I t,r' I IE: 101.30 RIM: 103.30 I I I !
CUSTOMER SIDE IE: 95.71 �r �I _ I
-'-`� I _ IE IN. 101.20 (6"E) - --- - - - -- - - - - - ---- - - -y _ - -- - -
D CVA... DOUBLE COCK VALVE ASISElIBLY CONTRACTOR TO POTHOLE -1 - - -- -
E
ELEVATION 0121'as BE'A.6ph"d to sem W`°°le gal®'control'a'm oat' be AND CONTACT ENGINEER ! I - �'EXISTING 6" STORM LATERAL IE OUT: 101.07 5"N)
® �,; APPROXIMATE LOCATION FROM
loatW downdrum of the WIL
2" RECOMMENDED DCVA mod k tadad h a lh6raaeulei iMdmo.ArenbFj falir.em IF DIFFFREIILI. wAT I
toatalw moves ar repahal. , I AS-BUILT INFORMATION.
I I I
NOTES COVER 20" No�or fart my be tolmlock!tato.o In*Uw"d4® EXISTING STORM CATCH 8.4SIN
epopw with Dcu.s
1. A 6 FT OFFSET LATH ON
PROPERLY LINE AT 8 FT RIM: 39.00
PUBLIC UTILITY EASEMENT IE IN: 95 43 (8"N) I ®- I - - STM' S,W, ST.
0,
IE OUT: 95,19 (8"S) I
MFTER I A
l I I
CURB STOP �`• ----, �� ��� -
��-TYPE "K" SOFT SCALE 1" = 20 FEET I 1
COPPER TUBINGZ2 low 17
\--EXISTING STORM CATCH BASIN I
RIM: 9A.72
DETAIL Na. T eD `- `O I !E IN: 94.74 (8"N)
SINGLE WATER SERVICE TYPICAL 11A;,KFLEIW PREVENTERS llETAIL No.
TualafinValleyllatar'Dlhtrtct TYPICAL INSTALLATION 7 >IhaiatiayallsywsterDtatrlct J F R LAWN SPRINKLER SYSTEMS BF 10 EXISTING STORM MANHOLE
I IL OUT: 94,69 (8"W)
RIM: 98.65 I I }
! I
IE IN: 94.01 (8"W) '
r{ IE QUI E: 93,69 (8"SE)
� % 2 _ 03
DATE:
REVISIONS: -_ DESIGNED y AHH A ria• E1-06
ENGINEERING - PLANNING -SURVEYING - FORESTRY DRAVC Y; AHH NJB AS NOTED
- --- -- --- - - -�ti;ENSED IN OR, WA k AN CHECKED BY: MBH Awl NRA Y J.T. ROT 56-' 9PUTILITY PLAIN
1,1910 SW GALAREATH DRIVE, SUITE 100 J.T. ROTHRI?TH CONSTRUCTION, INC.SNC. 68th Ave. 12511 ���
hPPAREU FOR• SIT2002-0)036 OR6G011
SHERWOOD, OR 91140 12600 SW 12ND AVENUE, SUITE 200 OFFICE BUILDING
5 of s �� 'Iv SHEET
TIGARD, OR 97223 �C*E<M + Rr is«�'
- - _- ENfM1EERINC A FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969 PHONE: 503-639-26=9 - 4,y �J Oc ,;
SECTION 1 (T2S R1W, WM) SER N' F
TAX LOT 8700 RENEWAL DATE: 0/30/03
r.
-,,.. I �^.._ ._r:,.,^',•C, ..::�.1 '�x.r rev.;M't�iX`Ya*4�,ergLx++ao44Y:roIh+i..Fs:,.:...r
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11
DIMENSIONS OF A STANDARD SINGLE CARTRIDGE UNIT
NOTES:
a -MANHOLE DESIGN TO CONFORM RUBBER GASKET r NOS
MANHOLE STEPS MUST BE TIGHT AND FIRMLY
WITH ASTM C-478 FLAT TOP n EMBEDDED. THEY MUST ALSO MEET THE ASTM
-RUBBER GASKET JOINT ,J� TEST FOR MTH8TANDING PULLING OUT,
TO CONFORM WITH ASTM C-433 (OPTIONAL) _I STORMFILTER
MANHOLES IVER 4' DEEP RED ON T TOP OUTLET
CARTRIDGE
1 1 I t,••K..d P
tn
�- A
48- - ,� . . ; .. ��„p d ','' o o STORMFILTER GENERAL SPECIFICATIONS:
,.RU6BER OAS+ET ...........
RUBBER GASKET FLAT TOP !�-'” ;.^.a t 0 0 0° - CAPACITY = 15 GPM PER CARTRIDGE
y
REINFORCEMENT COPOLYMER POLYPROPYLENE PLASTIC �'' �`. ' _ 0°00000 - PEAK HYDRAULIC CAPACITY = 1.0 CFS
STANDARD MANHOLE FLAT TOP 5e" DtA. A ` ~� °°o°o°°° - HYDRAULIC DROP (RIM TO INVERT) = 26.75^
i o 0°0°0°0°0° - OUTLET PIPE DIAMETER 6
REINFORCEMENT 1/2" GRADE 60 REINFORCEMENT - LOAD BEARING CAPACITY - 'H-20 MUST SPECIFY WHEN
0 0 0 0 0 0 0 � ( E
06 BAR AROUND OUTSIDE OF JPE,4ING 13' CC 0 0 0 0 0 0 0
tib b!AGONALS O.C. BOTH WAYS ES OF OPENING i 00000°0°O°0°0°0°0°0 ORDEPING)
3-3/b^ FORLA 0 0 0 0 0 0 0 0 0 0
�'• .tic•.
PLASTIC SAFETY sTE- MANUFACTURER:
t] t
a
••.•,�,�!•;�, 24" .rt J•--6-5/6' a:o:..'�: e- 4
FROM TRAFFIC BEARING COVER STORMWATER MANAGEMENT INC.
1 6„ ROOF DRAIN
_4e^ :a' .• ---�- 2035 NE COLUMBIA BLVD.
_ .a. :a.
PGkTLAND, OF 97211 s
a ri
TRAFFIC BEARING GRATE (503) 24G-3393
•� i' /6 3/4" GALVANIZED BAR-- A.;
_ CATCH BASIN STO RM F I LT E R - PLAN 'NOTE: ONE CARTRIDGE WILL BE REQUIRED FOR THIS SITE.
MATERIALS: p
? A GALVANIZED: 12
'
'•: ,,•,v I SCALE: N.T.S. 9
06 (3/4" DIA,) GALVANIZED DEFORMED REINFORCING BAR.
REINFORCING BAR CONFORMING HATH ASTM A-615 GRADE 40. 4', •'.Q . f,
• 4 , .:.:.•:e'•'•. GAL.`.'AN CONFORMING WITH ASTM -123. v — U.S.PA•TM2ff No. 5,3n,AN,
• 1 . o' b• q4F
No.5.684,574,ANIS 01'IM U.B.
�'` .d: •�•i 1 A- ' PLASTIC:
,A V:v, A AM YORRIGN PA VN"PW4DIN43
MUST CONFORM MATH ASTM C-476,STEEL REINFORCING BAR MINIMUM 1/2' GRADE 60.MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED
HATH INJECTION MOLDED COPOLYMER POLYPROPYLENE4'- �� 1I2" 2'-S 1I2°
WITH SERRATED SURFACES. OR GALVANIZED STEP
FLAT TOP MANHOLE
unified MANHOLE STEP unify
>NINrf�� UfA
� �r�r� FILTER
VCHAMBER
DRAWING G NO. 050 DRAWING NO. 100 � INLET
OVERFLOW 2'-2 3/4"
BYPASS WEIR
S10 GA. STL. BAFFLE
3 -8 314„
(TYP) SIDES ♦�
R BOTTOM
OVERFLOW
BYPASS WEIR
CORROSION
RISISTANT
11-611
INLET CHAMBER FILTER CHAMBER COATING, FILTER }
EXTERIOR
NOTE:
- UNDERGROUND DETENTION CPP (CORRUGATED POLYETHELYNE PIPE) TO BE INSTALLED ourLkT
2'-4 3/4° 2' & INTERIpR qI
PER MANUFACTURER'S REQUIREMENTS. ALL PIPE MATERIALS AND JOINTS TO BE INSTALLED
DURING CONSTRUCTION SHALL MEET MANUFACTURER'S REOU;REMENTS.
- MINIMUM COVER 3 FEET. PIPE BEDDING AND BACKFILL DENSITY SHALL BE A CATCH BASIN STORMFILTER - SECTION A - A SECTION B - B
MINIMUM OF 95% BASED ON AASHTO T-99. OACKFILL SHALL BE PLACED SCALE: N.T.Sr SCALE: N.T.S.
IN LIFTS NOT TO EXCEED 8 INCHES LOOSE DEPTH.
TOP OF AC INSTALL 4” CPP CLEANOUT/VENT PIPE
- BACKFILL SHALL BE CLASS "B" GRANUALAR 3/4"-0 MATERIAL. RIM: 108.3±
RIM ELEV = 104.503
3' MIN. COVER
42"-12" REDUCER
• d
ELEV. = 100.40, END 6" PIPE 6" STM
IE: 99.00
STAINLESS STEEL STRAP
IE: 99.00, 1.7" ORIFICE
•
6" PVC C-900 PIPE 12" CPP, L =5.00, S = 0.005
-
42" END CAP
IE: 97.00, 1.7" ORIFICE __..__
42" CPP, L = 60.00, S = 0.002
6„ PVC C_900 IE: 97.00 IE: 97.15
'E: 07.03 -
36" SUMP
I
SUMP EL. 94.00
. .d ..a•
v
z
1.
48" DIA, FLAT TOP MANHOLE STORM WATER DETENTION PIPE AND MANHOLE
NOT TO SCALE
L
' 7- a3
REVISIONS:-� — — —� y. AHH ^RAWN NO.. E1-'07 DATE: / 2
STORM WATER ENGINEERING • PLANNING -SURVEYING • FORESTRY DRAym ey: AHH JB AS NOTED ,\5'`� JOB NUMBER
LICENSED IN OR, WA & AK C r ED BY: MBH G T Y J.T. ROTH �5539PE 8�9
FACILITY DETAILS 13910 SW GALBREATH DRIVE, SUITE 100 ��PA�Q Fes. J.T. ROTH CONSTRUCTION, INC. 68th Ave. 12511 �l
SHERWOOD, OR 27140 12600 SW 72ND AVENUE, SUITE 200 6ofTzooz 600ss OREGON
TIGAR OFFICE BUILDINGD, UR 97223 SHEET
::MDN �^, pT 1s'i
ENGINEERING & FORESTRY PHONE: (503) 925•-8799 FAX: (503) 925-8969 PHONE: 503-639-2639TKIAM qyQ fR N, �,J 7 OF 7 _
SEC ZION 1 (T2S-R1 W, WM) TAX L01 8700 REYEWAL GATE: 6/30/03
NOTICE: IF THE PRINT OR TYPE ON ANY I l r Ill Ill Ill III Ill i 1 I l l III Ill I l l 1(T T r)1 r r1"r i 1 r T r1 III 1 1I l 111 l l l l Ill III I (I I!I I I III I III III ! l l III Ili Ill III I I I I I III 111 l l l i i l !l l I I I I I I I I I ' I I I I I l l I I i
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- -� -- _ _� _ ----- __. - - -1 ---- _ _�_- � C�..�Jc�y
IT IS DUE TO THE QUAL11Y OF THE No-303
O11
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