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'i 1.. 9 7 REMOVE 'CROSSWALK CLOSED' S:GN.
8 ADJUST SIGNAL CONTROLLER BOX TO FINISHED GRADE. aid
LANDSCAPE ' ; 13
I �-:7` rr`P-'' ��� ?> ��j yl
-- r ' i.I 9 EXIST:`IG TRAFFIC SIGNAL STRAIN POLE TO REMAIN.8 , f I °
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w..a',. OF 24' DRIVE STA 10+43,90, 47' LEFT 0 NEW PL.
WIL)E niu
LANDSC,j:,E STR►F E 12 NOT USED. o
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14 HORIZONTAL TRANSITION C 5:1 TO MEET EXISTING SIDEWALK W d �
15 ADJUST SICNAL CONTROLLER BOX TO MATCH FINISHED GRADE
C
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16 RELOCATE SIGN 2' BEHIND FACE OF CURB ,
I
Y C�1
k'W �k 17' NO PARKING SIGN TO REMAIN (2' PEHIND FACE OF CURB) ' ci
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18 REMOVE EXISTING Dw APRON 0 STA. 10+85 a
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i9 REMOVE EXISTING CURB ON DARTMOUTH
14' 33' I
20 CONSTRUCT ADA RAMP.
6, 7' - 5' 21 INSTALL 6" CURB. CURB RETURN RADIUS-40'.
5_(
314 AIF, LAN A 1$ _ _
STRIP STREET EXISTING STREET LANE
' WIDENING 2 ) SAWCUT CLEAN EDGE IN PAVEMENT AND FEATHER ODOT ACCESS
ti"�:'•'�'%}• `— 3" CLASS "C" +1C PUKI_O fN LIFTS ROAD PAVEMENT TO MEET NEW DRIVEWAY. SECTION TO BE AS PER
CONSTRUCT NEW 6' SDWLI~. R•fic..lr.%:�1.,�� PARKING LOT PAVEMENJ SECTION.
o• e• wa�
E IS"PING ! URB TO REMAIN OF 3/4
+'n'�n'o * ` � 0.5'
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�\ •�o eQo.
aae mao ,' "o .�
23 CONSTRUCT ADA RAMP,
rC i siQ: e�a 6MI
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f_ zy - I 24 AGA ACCESS AISLE 4" DIAGONAL STRIPING 0 ,'--04" PCC
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EQUIV. (AASHT0 'f-180)
CURB DTL
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SECT ON -B PAkKIN _' LOT PAVEMENT SECTION
'�• NOTE: MATCH EXISTING
a' CLASS C AC PLACED IN `� PAVEMENT SECTION 27 INSTALL 2 TUHUi_AR BICYCLE RACKS.
2 LIFTS IF GREATER
u �•
3 (3/4"-0*) , ?q PROVIDE 6" WIDE CURB KNO('K--01.!T W17H PAVED CHANNEL FOR ��
/ �' c4Mc�Act o
wA,TER PASSAGE, 4 x LL
12" (2"-0") BASE UB-I4►SE 95%
ROCK MODIFIED PROCTER
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NU1 E. ALL SPOT ELEVATIONS ARE A7 FINISHED EROSION CONTROL NOTES .,
AC ISPADE UI )S OTHERWISE SPECIFIED. 1 . CONTRACTOR SHALL INSTALL AND MNINTAIN EROSION/SEDIMENTATION
CONTROL DURING CONSTRUCTION PER THE EROSION CONTROL TECHNICAL. wz
GUIDANCE HANDBOOK (ECHB) DATED FEBRUARY 1994. THE MINIMUM U1 "
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I inch 20 it A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO
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5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM' r� n
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE /�•4QL
C, eT CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADEC AS I Z
+j NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMEP.1 �
`tib , kp0 AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. S�
THE ESC FACILITIES SHALL 8E INSPECTED DAILY BY THE p
APPLICANT/CONTRACTOR AND MAINTAItiIED AS NECESSARY TO ENSURE >
FF 217 .0
• �• / �� f THEIR CONTINUED FUNCTIONING.
`l � \ 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
\ FOLLC WING A STORM EVENT.
/ GON���C1 , „ \�� 'rv• �v 1 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED 10
ACCUMULATE WITHIN A TRAPPED ;,ATCH BASIN. ALL CATCH BASINS AND
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1 OPERATION SHALL NOT FLUS + SEDIMENT LADEN WATER INTO THE 00
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°. ,�� 9. STABILIZEv GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT
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%�° ,..,,.•,�,,w61 — OF THE PROJECT, ADDITIONAL MEASURE MAY BE REQUI -,ED TO INSURE
CONSTRUCT GRAVEL �
i 221 ? THAT ALL PAVED AREAS ARE KEPT CLEAN FOR 1HE DURATION OF THE
?=
CONSTRLIC-riON ENTRANCE �' ., wJ � \ PROV'ECT.
. 10 STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED �...�
22'1 0
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G ( h ° x0 REESTABLISHED.
Npr
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1 i ,'s 11 . PAVEME14T SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS
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1 I rte' STA. , 0+u0. '`0
POSSIBLE.
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• ' '" � "��7��-� .._ ` y `\� �,,r.�`'� 12. SEEDING, MULCHING AND REVEGETATiON SHALL BE PERFORMED AS SOON
INSTALL SILT FENCE, TYF', --�� o � \ AS GRADING IS COMPLETED FOR EACH PHA.E OF CONSTRUCTION.
PROTECT INLET`_ FROM SEDIMENTATION, TY F' ---' \' '�
13. STRAW BALES MAY BE NEEDED TO REDUCE VELOCITY OF RUNOFF IF SHEET 17
PC S FLOWS BECOME CHANNELLED. ADDITIONAL LAYERS OF SEDIMENT FENCE 13
SHALL BE CONSTRUCTED NEAR -THE OUTLET OF THESE AREAS. M
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GENFMAL NOMI
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I /V. WORK TO COINFOOM 10 THE LATEST EDITIOf•' OF CITY OF TICARD, S HYDRANTS SHALL CONFORM TO AWWA C-502 ANC SxHALL BE APPROVED BY 21 WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES � z
(ROADS,CID)TCNCS, ETC ) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINiON, TO �
ODOT, AND OREGON tAPTER A.P.W.A. STANDARDS AND SPECIFICATIONS, TUALATIN VALLJrY WATER V!STRK:T. OVERCOME DEI EMORAiION GR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK
AND THE CONTRACT SPL(�IAL. PROVISIONS. AUTHORIZED BY THE PERMIT CORRECTIVE WORK ;HALL BE DONE AT THE PERMIT HOLDER:, � r ,, , � � �'` IIT - '�, � zE A' A POURED-IN-PLACED L TEES, BENDS ANJ BLOW-OFF LOCATIONS TO L
EXPENSE. R1 I �i I t
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HE CONTRACTOR PROCURE AND CONFORM TO ALL CONSTRUCTION PERMIT`S
2 i li r ! �
ONCRETE THRUST BLOCK CONFORMING TO CHART SHOWN ON DETAIL. SHEE"r 2 ONE tS-BUIL T M`'LAk DRAINING SNOWING AL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY L ' _- ► a )
3 CONSTRUCTION OF ALL FACILITIES 10 BF. DONE BETWEEN 7 OG AN AND 9-0(j PM RVVISION MA()� iU THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY ) z
IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE ^
7 AL WATER MAINS TO HAVE A MINIMUM COVER OF 20" FPOM FINISH '_RADE PROVIDED TO THE CITY BY A REuISTERED CIVIL ENGINEER AL--NG WITH AN ENGINEERS
CERTIFICATION OF INSTALLATION CUMPUANCE (FORM ATTACHED) r
4 ALL EXISTING FACIUTIES TO BE MAINTAINED IN PLACE By THE T r.l Z 7
CONTRACTOR, UNLESS OTHERWISE SHOWN OR DIRECTED THE 6 PIPE BEDDING SHALL BE AS PER A.P.W.A. Divi`S'ON 11, SEcTiON 301.2 02 AND 23 A SEWER SYSTEM AIR-TEST AND (V.ii.S ) T.V. TEST PEPOR' AND ONE SET OF BLUELINE ►' A ' Vr �� S�R� �� I M P �C�yT � M
�1 ���' �,� � A"`CUNTRACTOR SHALL TAKE AL1.. PRECAUTIONS NECESSARY TO SUPPORT, SNALI. AE 3/4"-C)" CRUSED ROCK. "AS--BUILTS" (MJF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY 9E
MAINTAIN, AND PFOTECT EXISTING UTILITIES AND OTHER FACILITIES AT TO 1 E`SEWER SYSTD BY' THC iEM FGR RF.V!EW SND AF'PRCVAt PRIOR Tli CONNECTION OF ANY BUILDINGS t , + f , , Z ✓ f
�W I A �::. I� IC ITw � DARTMOUTH STREET ,, AND w �
ALL TIMES DURING CONSTRUC110N. 4 TRENCH BACKFILL SHALL 8E CLASS B PER APWA DIVISION N, SECTION 301.2 049 X ( ►
IN ALL PAVED AREAS IN THE: PROJECT, UNLESS APPROVED 6Y THE ENGINEER ON THE PERMIT HOLDERS ENGINEER/INSPECTOR (SEE
EVEV) (R - INSPECTION REPORTS, rrA T � j0 rte N i ` C � . 1800
800 z
11 5 THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON fFiE ON A WEEKL'1 BASIS, TO THE CnY'S INSPECTOR (SEE DEYEI�JPER - ENGINEER AGREEMENT J� 1 J ``� � 1900
L
PLANS ARE COMPILED FROM AVArt,`BLe RECORDS AND/OR FIELD SURVEYS..
NOTE /S.)
THE ENGINEEF; DOES NOT GUARANfEE THE ACCURACY NOR THE 10 ANY CROSSING OF %VATCR MAIN BY SANITARI SEWER SHALL BE MADE AT )� TAX
MAP
T7 ]�T �1 . C I 3 L? �J
APPROXIMATELY 90 DEGREES AND HAVE 18" OF VERTICAL. CLEARANCE. 5 THE CITY'S INSPECTORS MAY. AT THEIR DISCRETION, REOUIRF PROVIWN OF TESTS AND AX jV( (�-�I-` 1 �J lJ `, O AAAA
COMPLETr<NE`,S OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY OR RFPnRTS FROM THE PERMIT HOLDER, PFP41T HOLDERS ENGINEER OR CONTRACTOR TO
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO DIGGING, THE VALIDATE CLkMS OF MATERIAL OR CONSTRUCTION AGEOUACY/COMPLIANCE, SUCH.
CONTRACTOR SHALL CALL FOR UTILITY LOCATE AT (503) 246-66`x9. 11 ALL MAINS TO BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM LOSS TESTS/REPOF\TS SHALL BE PROVIDED AT ?HF PERMIT HOLDERS EXPENSE
OF S PSI. 2r. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND CITY T,�' F' IAA 1 �I' N 1 N FILE
r
6 THE CONTRACTOR SMALL ERECT AND MAINTAIN ALL TRAFFIC CONTROL WAIVER DOCUMENT TO THE CIT". FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,
DEVICES CONSTRUCTION SIGNING SHALL BE IN COr'CORMANCE WITH THE A$ EVIDENCE OF DISTURBANCE RESOLUTION ANC: OWNER SATISFACTION. +� N�
12 ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOk (� 14
+ T D S 7 � t �s
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CITY Of" TIGARD �� (4 c) 1 1 _l / r r� ,/ cam, �4 :1+
TO DISINFE( IION AND BACTERIOLOGICAL TESTING IN ACCORDANCE #IT!, 27 •J EAISTING MONUMENTS, PROPE.Ri"r CORNERS, AND SURVFY MAKERS SHALL BE PROTECTED.
AND OTHER DISTRICT RE:OUIF -MENTS LOCAL AND EMERGENCY ACCESS A.W W A STANDARD`) 1_601 kEPLACEM'NT SHALT. 9E AT THE PERMIT NUCLEI'S EXPENSE
SHALL BE MAINTAINED AT ALL TIMES
NO TREES GREATER TriAN 6 INCHES IN DIAMETER SHALL. BE REMOVED GEN&RAL CONDMONS• IN TH!7 Of'IASP SHALL NOTIFY TI-E WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND
FfhAl. L;; t)F ASPHALT HAVE BEEN F LACED
WITHOUT 1.uTHORIZ.ATION BY WASHINGTON COUNTY PRIOR TO \�
I 1 THE CiTY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "M!'IUAL ON UVIFORM 29. THE PERMIT HOLDER SHALL PPQVIDE TO THE CITY INSPECTOR, 11': WRITING, THE NiAMES Q
I CONSTRUCTION, A PHY,,�AL BARRIER SHALT 8E PLACED AND MAINTAINED TRAFFIC CONTROL DEVICES FOR STREETS ANC HIGHWAYS", U,S DEPT. OF TRANSPORTATION,
f H A., '9813 ED. AND 14 HOUR EMERt;ENCY TELL PHONE NUMBER OF TWO (2) PERSONS WHO HAVE. AUTNORIT'r t
COINCIDENTAL WITH THE DRIPUNES OF TRE'S NOT MARKED TO BF. TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTIN AND, IN GENERAL, WILL BE RESPON;(BLE i
REMOVED OF GREATER THAN 6 INCHES IN DIAMETER (,'ASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL. NOTiF'i THE CiTY INSPECTOK, IN i
.
WRITING. OF ANY/ALL ASSIGNMENT CHANGES. I
2 TRAFFIC CONTROL SHALL BE PROViDED FOR BY THE CONTRACTOR 1N ACCORDA.CE WITH
THE CITY'S STANDARD CONTRACTOR IN ACCORDANCE WITH THE CiTY'S STANDARD SPECIFICATION
R THE PARKING OF CONSTRUCTigN VEHICLES 5W4L BE LIMITED TO THE SITE AND, ALSO, IN ACCORDANC.0 WITH A CITY (ODES SPECIFIC) APPROVED TRAFFIC CONTROL PIoW 30. THE PERMIT HQ! )ER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, `
A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHAD. BE AVAILABLE AT THE WORK ARBA
ONLY UNLESS OTHERWISE AFFROVEO BY CIT'r OF TIGARD '�'+ v►RiT"TG. THE ;:44E AND 74 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED [
1_OMPETENI PERSOr+" RESPONSIi3Lc FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437,
DIV. 3 CONSTRUCTION, SUBDIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE
3. PUALIC ROADWAY SHAH N01 BE CLOSED TO TRAFFIC, AT ANY TIME, WI1HOt1T HAVING FIRST
9. ALL GkADING SHALL BE PERFORMED IN CONJUNCTION WITH THE OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER THE PERMIT HOLDER IS RESPONSIBLCITY INSPECTOR OF ANY/ALLASSIGNMENT CHANGES.
Cn FOR PROVISION CF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE
RECOMMENDATIONS CONTAIN�� IN THE SOIL REPORT OF CARLSON _-----_ - ----------------- ------
EMERGENCY SERVICES (TIGARD POLICE DEFT., TUALATIN FIRE & RESCUE) A:U T:. M, -MET AND 31. i1 IS THE SOLE RESPONSIBILITY OF THE PEF'MI7 HOLDER TO PROVIDE FOR PROPER �r -
TESTING. INC DATED AUGUST 14, 1297 IMPORT MATERIAL FOR TIGARD SCHOOL DISTRICT. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOP TO SLtRTING WORK.. PROOF OF RIGHT-OF•-EN'RY
BASEMENT BACKFILL TO CONSIST OF 2"-0 REJECT ROCe APPROVED BY CARLSON OR PROPERLY EXECUTED EASEMENTS, SHALL BE F-aOV1DED Tr THE CITY. THE CITY SHAD. iN _d_ /
NO WA, BE CONSTRUED TO ftLIABLE FOR THE PF'MvT HO.UERS FAILURE TO OBTAIN OR
tESTINC OR ALTERNATIVE IMPORTED r.iATERIALS APPP,OVEG BY CARLSON 4 ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL PROVIDE FOR PROOF OF RIGit(-OF-ENTRY OR 1EM5EMktNT5 I
MOTORING PUBLIC: BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE - -^— -- J
TESTING COMPACTION TO BE TO 90% MODIFIED PROCTOR (AASHTO T--180). C,)NSTRUCTION AREA 72 HOURS (MIN.) BEFCRF rNlTiATION OF CONSTRUCTION WORK. "Lrx 57
TESTING '0 BE AS PER Rf.GOMMFNDATIONS CONTAINED 'N SOIL REPORT.
32. BEFOVE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN
AND HAVE THE CITY COMPLETE A PPE-ACCEPTANCE VIDEO INSPECTION 7F ALL N-_W SEWER
5 ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL LINES. THE PERMIT itOUDER SHALL PROMDE THE CiTY Af(TH 30 DAYS OF NOTICC FOR THE `
DELIVERY SERMCE AND MAIL SERVICE AND F NOT, HALL BE CAUSE FOR WORK STOPPAGE VIDEO INSPECTION. AMY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMEN' OF TINA' LIFT.
UNTIL EFFECTIVE ACCESS IS ESTABLISHED. �\ S �
s rOs��vr�r�� - .0 s
F TRAFFIC :ONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO iNITIO"TION 1
OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED
ALL WORK AND MATERIALS TO Cv;'FORM TO THE LATEST EDITION OF CITY OF I ,
i
TIGARD AND DREG':+N CHAPTER A.P.w.a STANDARD AND SPECIFICATIONS, 7 NO WORK WILL BE PERMITTED DUPING THE HOURS OF DARKNESS, 1IjR BETWEEN xXU9:00 SAYLOR
� P M,7G9.0 TO RRt17.00 A M ':9U, MONDAY THROUGH FRIDAY NOR BETWEEN %'>rU9 00 P M ?:1:U TO � � , � �•" - ;
2 CONTRACTOR TO 0[iTAIN ALL REQUIRED PERMITS ANU LICENSES PRIOR TO
%%08-00 A M.%%U SATURDAY, NOR BETWEEN %%U9 00 P M %%J TO %%U9:00 A M t.%U SUNDAY D c �► r
d TCA+
STARTING CONSTRUCTION. f `� �T ^ �I■I�
8. MINIMUM TRAVEL LANE WIDTH SHALL BE 12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE
PROVIDED FOR
3 ALL CONCRETE MANHOLES SHOWN ON THE PLANS ARE 48 INCHES MINiYI-14 I01
\ \E1.NM_UR_S'
DIAMETER AND i ONtORX! 10 APWA STANDARDS MANHOLE EXTENSION 9. THE CITY RESERVES THE RIGHT TO ADD 1G OR MODIFY TRAFFIC CONTROL RE.?UIREMENTS \ JI TE Hpuj r— I Q
AS MAY BE NECESSARY TO EFFECTIVELY CONTRUt. TRAFFIC AND TO ASSUkE PUBLIC yAF'ETY \ 21
RINC'S ShAll BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL c� t
HEIGHTS, 10 BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER ''TACT fHEPREPARED
1�`10R .® \ wyu �� � ��CiTY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4170 TO ESTABLISH A PLACE. TIME:, \ SANT, DATE FGQ A PRE(,,QNSTRUCT'IUN MEETING.
4 ALL BACKFILL ''c THE RIGHT-OF-WAY HALL COMPLY WITH CITY OF
TIGARD PUtlUC wvl'KS OR OREGON DEP: OF TRANSPORTATION
1 THE PERMITHOLDER
1 OR HIS CONTRACTOR SHALL NOTIFY THE G Tti''S AT
C39-4171 TWENTY-FOUR (24) HOJR.S PRIOR TO COMMENCING *`Ohl, TWENTY-FOUR (24) TOYS
HOURS PRIOR TO ANY STAGE[) INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING
5 SUBSEJUENT SETTLEMENT OF THE F"IISHED SURFACE WITHIN THE WORK COVERED BY THE PERMIT z z g
fA
AR.
T -1 i t T r1 1),7' ? M e
WARkANTY PEkt00 SHALL BE CONSIDERED .0 BE A RESULT OF IMPROPER
?. A COPY OF THE PERMIT AND ALL. ATTACHMENTS, AND A COPY OF THE APPROVED
COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRAC.tJR AT CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL A116. 11V 13L 111
NO EXPENSE TO THE OWNER WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVI°IO,45 AND TO THE t;ITr' . w
APPROVED PERMIT' PLANS, AND APPROVCD PLAN AMENDMENTS AND TI7, THE CITY'S STANDARDS 1�T m
AND :SPECIFICATtONS AND TO THESE GENERAL CONDITIONS CHANCFS TO WY OF Tur 307
BROAD STREET
v 1 u
.3c�
r ALL SEWER LINES ARE TO BF AIR TESTED PER DIVISION II, SECTION 303 .16 AFORESAID MUST BE APPROVED Br THE 01'f, tN ADVANCE OF WORK PERFORMANCE
OF THE STANDARD SPECIFICATIONS ALL MANHOLES THAT REQUIRE:
13 F AHOLD ANCE OF THE WORK AREA e.NO APPROACH SU H IS THE INSP NNSIBILIT,' OF THE SEATTLE WA 98121 a
HYDROSTATIC TESTING SHALL BE TESTED IN ACCORDANCE WITH A P W A PERMIT HULl7ER, THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN
DIVISION III, SECTION 303 3.15 OF THE STANDARD SPECIFICATION. CONDITION. FREE FROM OBSTRUCTIONS ANI'' HAZARDS. A COPY OF THE PERMIT HOLDERS /
__-- ._. .____-_Y r _ 1
CERTIFICATE OF INSURANCE SHALL BE AV'.tLABLE P,T THE WORK AREA,
it
7 ENGINEER RESERVES THE RIGHT TO ADJUST GRACES OR ALIGNMENT TO 14 THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY I N I) (� �� Cy F
KIND UPON Ai4Y PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE
ACCOMMODATE OTHER UTILITIES AS REQUIRED. FOR IMMEDIATE CANCELLATION OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE �-
CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. - -
r ' I-I E E T 1 rI'I rT'L�. I I h' I�.T CITY OF TIGARD
8 ALL P.V.C. SEWER HU'E SHALL CCJNOP,M TO ASTM D3034, SDR 35 '
15. EFFECTIVE EROSiC*j CONTROL IS REOUIRED. EROSION CONTROL DEVICES MUST BE
SPECIFICATIONS AND SHALL BE CLEARLY MARKED AS SUCH. INSTALLED AiJD MAINTAINE'Y MEETING THE C F.O. REOUIREMFNTa THE CITY MAY AT ANY TIME Lj�� Cryo T�' ��J .� n' l (� �'I[� LJ j��IT� j) �J�� �T Conditionally Approved...••.•••••, , "
ORDER CORRECTIVE
�RRE�TNE ACTION AND STOPPAGE OF WORK TO A�;COMPIt H EFFECTIVE EROSION ►_ j L 1J ( I j V / ►l j j' j` ( j j v For only the work as described in:
9 ALL PLASTIC STORM PIPE SHALL BE EITHER PVC AS NOTED ABOVE OF, ADS 1 -�r t y 1
SHEET �3 PROFILE S H L h, I p��thn►T Nv._.�-�-- ...� 1 i
Sow Letter to: Follow............................ .[ 1 i
�I -12 AND SHALL CONFnRM TO ASTM, F"405 SPECIFICATIONS 16 PROPERTY DISTURBED BY CONSIP,UCTiON ACTIVITY SHALL BE SEEDED WITH ASTANDARD LA /111 -7,0y7�
GRASS MIX, SHRUB, FLOWERS, BAI4KDLJST, EXISTING SIGNS, PAVEMENT MARKINGS, MAlLeOXE`;, SHEET `� GRADING PLAN Job �ttBGtl.....�Y/ i
i0 DUCTILE IRON S70RM RFE SHALL BE CLASS 52. ETC. SHALL BE REE5IASLISHEO, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. Address: s
i
17 FF C1t NA CONTROL I R R II B
E E VF DRAT AGE C7 Ol S REQUIRED D A JAGS SHALL BE CONTROLLED WITHIN S H�, E T 5 L r I L iii Y PLAN _
THE WORK SITE AND SHALL. BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC i I -
WAWR NOM: PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED THE CITY MAY AT ANY ����F T F r�y A I I H E F r 1 I
TIME ORDER CORRECTIVE ACTION AND STOPPAGE' OF WORK -i O ACCOMPLISH EFFECTIVE DRAINAf;F. ` i J A` J S
CONTROL a
-
I. AllWATERLINE CONSTRUCTION AND ALL MATERIALS «l MEET � +
-T-
THE REQUIREMENTS OF THE TUALATIN VALLEY WATER DISTRICT. 18. I`.XCAVATOR(3) MUST COMPLY WITH O.R.S.757.541 THROUC,Ii '157.571; EXCAVATOR(S) I 'Y
SHALL NOTIFY ALL UTILITY COMF'ANIF.S FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START
OF WORK DAMAGE TO U 1LITiES SHALL BE CORRECTED AT THE PCRMIT HOLDERS EXPENSE.
2 CONTRACTOR TC VERIFY ALL UTILITY LOCATIONS PRIOR TO C011STRUCTION
!
AND SHALL COORDINATE WATERLINE INSTALLATION WITH OTHER 19. CUNTRACTOR MUST VEkiFf 41_1 EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND
HORIZONTAL LOCATIO14 PRIOR TO START OF WORK (POTHOLE BEFORE DiGGING IF NECESSARY).
UTILITIES. t<
SHOURG CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITES BE NECESSARY, IT w � a7 -=
SHALL BE DONE AT THE PEkMrT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE _j o M
w ca
CITY IN ADVANCE OF WORK PERFORMANCE, CONT'RACT'OR SHALL COORDINATE THE WORK WiTH v, W
ALL WORK AND MATERIALS SHALL COMPLY WITH OREGGN STATE HEALTH AFFECTED UTILITY AGENCIES. cz.9
DIVISION ADMINISTRATIVE RULES, CHAPTER i33, A.W W A. AND A P V.A. `V------y -'-a----v ----- _ � .� -�+ � _
c.
r > c, ca 9
STANDARDS 20. A TEMPCIRAP'r HARD-SURFACE PATCH (COLD MIX A.0 OR HOT MIY BASE PAVING) SHAIA
BE PLACED ON TRENCHES WITHIV ROADWAYS AT THE END OF EACH DAYS WORK, NO TRENCH. OATE.
ON SITE OR OFF-•SITE, SHALL EE LEFT AT ANY TIME IA AN UNSAFE CONDITION. THE PERMIT - �_,___ __•
4 6" PIPE SHALL BE PVC PRESSURE PIPE, 900-•81, CLASS 150 (DP 18); HOLDER IS RESPONSIBLE
E PON BLE FOR
AND 15 LIABLE FOR HAZARDC OR DAMAGE RESULTING FROM THF APPROVAL
BOX PROJECT NO. 97-'K�It,(I
PROSCONFORMING TO ANSI/AWWA. 2" PIPE SHALL BE ASTM 0 1785, SCHEDULE Pacific Hwv, 11710 DRAWING NO. 710�1'DWO
-
40 PV(;, NSF APPROVED � 6 o IT97-06.132 ����� 1 / 6
1rf.1MAA tR� S10 *Waft* /N.+N RSf3NAR"�4. �Y4.M11=e n,,woewaMMf+W1tl�M11iKn. ...A4"u:a. . .. ."
i
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