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Downtown Sewer CIPP ProjectS S S S S S S S S S S S S S N V I C I N I T Y M A P L O C A T I O N M A P C A P I T A L C O N S T R U C T I O N A N D T R A N S P O R T A T I O N D I V I S I O N 1 7 C I P - 0 4 9 3 0 5 9 4 0 0 8 4 . 0 1 4 . 0 1 P R O J E C T L O C A T I O N CITY O F T I G A R D , O R E G O N COMMERCIAL S T ( A S H A V E T O M A I N S T ) A N D MAIN ST (CO M M E R C I A L S T T O H A L L B L V D ) CIP P R O J E C T N O . 1 7 C I P - 0 4 DOWNTOWN S E W E R C I P P P R O J E C T TO BE SUPPLEMENT E D B Y T H E C I T Y O F T I G A R D D E S I G N S T A N D A R D S D A T E D J U L Y 1 5 , 1 9 9 8 AND THE O R E G O N S T A N D A R D S P E C I F I C A T I O N F O R C O N S T R U C T I O N 2 0 1 8 . OWNER:CITY OF TIGARD - DEPT. OF PUBLIC WORKS8777 SW BURNHAM STREETTIGARD, OREGON 97223TEL: 503-718-2472CONTACT: ANDREW NEWBURY, PE C I V I L E N G I N E E R : C E N T U R Y W E S T E N G I N E E R I N G , I N C . 5 3 3 1 S W M A C A D A M A V E . , # 2 8 7 P O R T L A N D , O R E G O N 9 7 2 3 9 T E L : 5 0 3 - 7 4 0 - 8 4 4 4 C O N T A C T : R A W L E Y V O O R H I E S , P E O D O T : C O N T A C T : J I M N E L S O N T E L : 9 7 1 - 6 7 3 - 2 9 4 2 M O B I L E : 5 0 3 - 9 6 9 - 1 1 0 1 E M A I L : j a m e s . a . n e l s o n @ d o t . s t a t e . o r . u s PROJECT CONTACTS P O R T L A N D O F F I C E 5 3 3 1 S W M A C A D A M A V E . , # 2 8 7 P O R T L A N D , O R 9 7 2 3 9 5 0 3 . 4 1 9 . 2 1 3 0 O F F I C E 5 0 3 . 6 3 9 . 2 7 1 0 F A X A T T E N T I O N : O R E G O N L A W R E Q U I R E S Y O U T O F O L L O W R U L E S A D O P T E D B Y T H E O R E G O N U T I L I T Y N O T I F I C A T I O N C E N T E R . T H O S E R U L E S A R E S E T F O R T H I N O A R 9 5 2 - 0 0 1 - 0 0 1 0 T H R O U G H O A R 9 5 2 - 0 0 1 - 0 0 9 0 Y O U M A Y O B T A I N C O P I E S O F T H E R U L E S B Y C A L L I N G T H E C E N T E R . ( N O T E : T H E T E L E P H O N E N U M B E R F O R T H E O R E G O N U T I L I T Y N O T I F I C A T I O N C E N T E R I S ( 5 0 3 ) 2 3 2 - 1 9 8 7 ) . A T T E N T I O N : N O T I F Y N W N A T U R A L A T ( 5 0 3 ) 2 2 0 - 2 4 1 5 W H E N E X C A V A T I N G W I T H I N 5 ' O F A N E X I S T I N G H I G H P R E S S U R E G A S M A I N . C A L L B E F O R E Y O U D I G 1 - 8 0 0 - 3 3 2 - 2 3 4 4 B I D S E T - A P R . 2 0 2 0 I N D E X O F S H E E T S N O . 1 2 3 4 5 6 7 N A M E G - 0 1 G - 0 2 G - 0 3 C - 0 1 C - 0 2 C - 0 3 T C - 0 1 T I T L E C O V E R K E Y M A P , L E G E N D , A N D G E N E R A L N O T E S F L O W S C H E M A T I C P L A N A N D P R O F I L E - S T A 1 + 0 0 T O S T A 8 + 3 6 P L A N A N D P R O F I L E - S T A 8 + 3 6 T O S T A 1 6 + 8 5 P L A N A N D P R O F I L E - S T A 1 6 + 8 5 T O S T A 2 3 + 3 3 T R A F F I C C O N T R O L P R O J E C T E X T E N T S N G R E E N B U R G R D M A I N S T C O M M E R C I A L S T S C O F F I N S S T HALL BLVD G A R D E N P L PACIFIC HWY (99W)COMMERCIAL ST A S H A V E REGIS T E R E D P R O F E S S I O N A L E N G I N E E R 7 2 5 3 3 P E O R E G O N E X P I R E S : 2 V R Y A A J E L W , 8 . D N I 8 0 0 H R O O ES 6 - 3 0 - 2 0 2 0 E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T K E Y M A P , L E G E N D , A N D G E N E R A L N O T E S B I D S E T - A P R . 2 0 2 0 SANITARY SEWER SYSTEM GENERAL CONSTRUCTION NOTES P R O P E R T Y L I N E S A N I T A R Y S E W E R M A I N S T O R M S E W E R L I N E W A T E R L I N E C A T C H B A S I N F I R E H Y D R A N T S A N I T A R Y S E W E R M A N H O L E S T O R M S E W E R M A N H O L E W A T E R V A L V E W A T E R M E T E R E X I S T I N G L E G E N D N 0 S C A L E 1 " = 1 0 0 ' 2 0 0 ' 1 0 0 ' GREENBURG RD M A I N S T SCOFFINS ST H A L L B L V D P A C I F I C H W Y ( 9 9 W ) COMMERCIAL ST A S H A V E C-01 M H S S 3 5 D 0 5 8 M H S S 0 2 A 0 1 3 M H S S 0 2 A 0 1 4 M H S S 0 2 A 0 1 5 M H S S 0 2 A 0 1 6 M H S S 0 2 A 0 1 7 M H S S 0 2 A 0 8 3 M H S S 0 2 A 0 3 5 S A N I T A R Y S E W E R M A I N S A N I T A R Y S E W E R S E R V I C E S A N I T A R Y S E W E R M A N H O L E S S P R O P O S E D L E G E N D C - 0 2 C - 0 3 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE T E R M S O F A N Y A G R E E M E N T WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT.2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWA Y S " , U . S . D E P T . O F TRANSPORTATION, FHWA, CURRENT EDITION.3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN A C C O R D A N C E W I T H A C I T Y (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AR E A . 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY EN G I N E E R . T H E P E R M I T H O L D E R IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLI C E D E P T . , T U A L A T I N V A L L E Y FIRE & RESCUE), TRIMET, TIGARD SCHOOL DISTRICT, AND OTHER SERVICE PROVIDERS.5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVAN C E N O T I F I C A T I O N S I G N A T EACH END OF THE CONSTRUCTION AREA AT A MINIMUM OF 72 HOURS BEFORE INITIATION OF CONSTRUCTION WORK.6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE, AND IF NOT S H A L L B E C A U S E F O R W O R K STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED.7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIV E L Y M A I N T A I N E D . 8.MINIMUM TRAVEL LANE WIDTH SHALL BE 12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR.9.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL T R A F F I C A N D T O A S S U R E PUBLIC SAFETY.10.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY INSPECTOR (503-639-4171) TO ESTABLISH A P L A C E , T I M E , A N D D A T E F O R A PRE-CONSTRUCTION MEETING.11.THE PERMIT HOLDER OR DESIGNATED CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR (503-639-4171) 24 HOURS PRIOR TO COMMENCING WOR K , 2 4 H O U R S P R I O R T O A N Y STAGED INSPECTION, AND AFTER COMPLETING WORK COVERED BY THE PERMIT.12.A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILA B L E A T T H E W O R K A R E A . A L L WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS, AND PROVISIONS; THE CITY APPROVED PERMIT PLANS AND APPROVED PLAN AME N D M E N T S ; A N D T H E C I T Y ' S STANDARDS, SPECIFICATIONS, AND THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY IN AD V A N C E O F W O R K PERFORMANCE.13.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH R O A D S S H A L L B E M A I N T A I N E D IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE A V A I L A B L E A T T H E W O R K A R E A . 14.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHI B I T E D A N D V I O L A T I O N S H A L L BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF W O R K T O A C C O M P L I S H CLEAN-UP.15.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED IN COMPLIANCE WITH THE CLE A N W A T E R S E R V I C E S A N D DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION C O N T R O L . 16.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST. EXISTIN G S I G N S , P A V E M E N T MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED, OR REPLACED WITH LIKE KIND AND MATERIAL.17.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJA C E N T P R I V A T E P R O P E R T Y , PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND ST O P P A G E O F W O R K T O ACCOMPLISH EFFECTIVE DRAINAGE CONTROL.18.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OA R 9 5 2 - 0 0 1 - 0 0 1 0 T H R O U G H O A R 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE R U L E S , C O N T A C T T H E C E N T E R . NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE.19.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (P O T H O L E B E F O R E D I G G I N G I F NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOL D E R ' S E X P E N S E . C H A N G E S MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY A G E N C I E S . 20.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN T H E C I T Y I N S P E C T O R ' S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. COR R E C T I V E W O R K S H A L L B E DONE AT THE PERMIT HOLDER'S EXPENSE.21.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED C O N S T R U C T I O N P L A N S A N D ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL E N G I N E E R A L O N G W I T H A N ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TI E D T O T H E G P S N E T W O R K . THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASI N S , W A T E R V A L V E S , HYDRANTS, AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFE R E N C E D T O N A D 8 3 ( 9 1 ) . INCLUDE ACROBAT (***.PDF) FILE AND ONE 11-INCH BY 17-INCH COPY OF AS-BUILTS.22.THE CITY INSPECTOR MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS OR REPORTS FROM THE PERMIT HOLDER, OR THE PERMIT HOL D E R ' S E N G I N E E R O R CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT T H E P E R M I T H O L D E R ' S EXPENSE.23.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHI P D I S T U R B E D B Y CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION.24.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDER' S E X P E N S E . 25.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24-HOUR EMERGENCY TELEPHONE NUMBERS OF T W O P E R S O N S W H O H A V E AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION, AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE P E R M I T H O L D E R S H A L L N O T I F Y THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES.26.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24-HOUR EMERGENCY T E L E P H O N E N U M B E R O F A DESIGNATED “COMPETENT PERSON” RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISI O N P - E X C A V A T I O N S . T H E CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES.27.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING W O R K . P R O O F O F RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LI A B L E F O R T H E P E R M I T HOLDER'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS.28. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OF SANITARY SEWER DURING CONSTRUCTION OF NEW PIPE.29. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SE W E R L I N E S . T H E P E R M I T HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLAC E M E N T O F F I N A L L I F T . 30.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS. THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS O F T H E 2 0 1 8 O R E G O N STANDARDS SPECIFICATIONS FOR CONSTRUCTION, 2017 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD.31.UTILITIES SHOWN ARE BASED ON THE CITY OF TIGARD GEOGRAPHIC INFORMATION SYSTEMS (GIS) DATA. THE ENGINEER OR UTILITY COMPANIES D O N O T G U A R A N T E E T H E ACCURACY OR THE COMPLETENESS OF SUCH RECORDS.32.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES RELA T I V E T O T H E T R A D E S T O COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED. COMPLIANCE SHALL BE AT ALL LEVELS, FEDERAL, STATE, COU N T Y A N D L O C A L , R E L A T I N G T O THE PERFORMANCE OF THE WORK.33.MANHOLE STATIONS PROVIDED ARE AT THE CENTER OF THE MANHOLE BASE.34. CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF OREGON DEPARTMENT OF TRANSPORTATION PERMIT TO OCCUPY OR PERFORM OPERA T I O N S U P O N A S T A T E R O A D . 35. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM AN Y O B L I G A T I O N S T O P E R F O R M WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS.36. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL DELINEATION PURPOSES ONLY AND ARE NOT MEANT TO REP R E S E N T T H E A C T U A L PROPERTY BOUNDARIES.37. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEATH AND OTHER RULES AND REGUL A T I O N S F R O M O S H A , D E Q , STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING , E R E C T I O N / I N S T A L L A T I O N , FALL PROTECTION, GAURDRAILS, ETC.6-30-2020 SS SS SS SS SS SS SS S S SS SS SS S S SS S S SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 3 + 3 3 E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T F L O W S C H E M A T I C B I D S E T - A P R . 2 0 2 0 N 0 S C A L E 1 " = 6 0 ' 1 2 0 ' 6 0 ' GREEN B U R G R D M A I N S T SCOFFINS ST H A L L B L V D P A C I F I C H W Y ( 9 9 W ) M H S S 3 5 D 0 5 8 M H S S 0 2 A 0 1 3 M H S S 0 2 A 0 1 4 M H S S 0 2 A 0 1 5 MH SS02A016MH SS02A017MH SS02A083MH SS02A035 COMMERCIAL ST COMMERCIAL ST6-30-2020 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9+00 150 155 160 165 170 175 180 185 1 5 0 1 5 5 1 6 0 1 6 5 1 7 0 1 7 5 1 8 0 1 8 5 1+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 8 + 5 0 STA 1+00.00MH SS02A035RIM: 170.19'10" IE IN (NW): 155.46'8" IE IN (SE): 155.46'15" IE OUT (SW): 155.36' S T A 4 + 7 5 . 4 6 M H S S 0 2 A 0 8 3 R I M : 1 7 4 . 7 5 ' 1 0 " I E I N ( N W ) : 1 5 6 . 2 7 ' 1 0 " I E O U T ( S E ) : 1 5 6 . 1 7 ' S T A 8 + 3 5 . 8 9 M H S S 0 2 A 0 1 7 R I M : 1 6 7 . 8 8 ' 8 " I E I N ( N E ) : 1 5 7 . 9 0 ' 1 0 " I E I N ( S W ) : 1 5 7 . 9 0 ' 1 0 " I E O U T ( S E ) : 1 5 7 . 8 0 ' 10" R C P , L = 3 7 5 ' , S = 0 . 0 0 2 F T / F T 1 0 " R C P , L = 3 6 0 ' , S = 0 . 0 0 4 F T / F T E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T P L A N A N D P R O F I L E - S T A 1 + 0 0 T O S T A 8 + 3 6 B I D S E T - A P R . 2 0 2 0 N MAIN ST M H S S 0 2 A 0 1 7 M H S S 0 2 A 0 8 3 MH SS02A035COMMERCIAL ST SEGMENT #1 DATAMH SS02A035 TO MH SS02A083L ≈ 375'STATIONDIRECTION / POSITIONCOMMENTSACTIVESERVICE1+00.00-MH SS02A035 (DOWNSTREAM)-1+32.46EAST (10 O'CLOCK)SERVICEYES2+67.46WEST (2 O'CLOCK)SERVICEYES2+91.66EAST (10 O'CLOCK)SERVICEYES3+33.56WEST (1 O'CLOCK)SERVICE (PARTIALLY BLOCKED)UNKNOWN3+34.06EAST (11 O'CLOCK)SERVICE (PARTIALLY BLOCKED)UNKNOWN4+09.66EAST (11 O'CLOCK)SERVICE (ROOT BLOCKAGE)YES4+33.46WEST (1 O'CLOCK)SERVICEYES4+47.36EAST (11 O'CLOCK)SERVICEYES4+75.46-MH SS02A083 (UPSTREAM)- C O N S T R U C T I O N N O T E S R E P L A C E E X I S T I N G P I P E W I T H 1 0 " D I A M E T E R P I P E U T I L I Z I N G C U R E D - I N - P L A C E P I P E . P R E P A R E H O S T P I P E I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S . E X I S T I N G S E R V I C E L A T E R A L T O R E M A I N . R E C O N N E C T E X I S T I N G S E R V I C E T O N E W C I P P M A I N . 1 2 SEGMENT #1 S E G M E N T # 2 S E G M E N T # 3 S E G M E N T # 2 D A T A MH S S 0 2 A 0 8 3 T O M H S S 0 2 A 0 1 7 L ≈ 3 6 0 ' ST A T I O N D I R E C T I O N / P O S I T I O N C O M M E N T S A C T I V E S E R V I C E 4+ 7 5 . 4 6 - M H S S 0 2 A 0 8 3 ( D O W N S T R E A M ) - 5+ 3 3 . 4 6 E A S T ( 1 1 O ' C L O C K ) S E R V I C E Y E S 5+ 7 4 . 9 9 E A S T ( 1 1 O ' C L O C K ) S E R V I C E ( R O O T B L O C K A G E ) Y E S 5+ 8 5 . 5 9 W E S T ( 1 O ' C L O C K ) S E R V I C E ( P R O T R U D I N G ) Y E S 6+ 1 3 . 3 9 W E S T ( 1 O ' C L O C K ) M I N O R B L O C K A G E - 6+ 1 9 . 8 9 E A S T ( 1 1 O ' C L O C K ) S E R V I C E Y E S 7+ 2 7 . 7 9 W E S T ( 1 O ' C L O C K ) S E R V I C E Y E S 7+ 5 4 . 2 9 W E S T ( 2 O ' C L O C K ) S E R V I C E Y E S 8+ 3 5 . 8 9 - M H S S 0 2 A 0 1 7 ( U P S T R E A M ) - S E E S H E E T C - 0 2 F O R C O N T I N U A T I O N BALLROOMDANCECOMPANYT SCANDIAMOTORS T R I M E T T R A N S F E R S T A T I O N O R E G O N R I F L E W O R K S P A D D L E P A L A C E C L U B CASCAD E MOBILEVILLASOUTHWESTLANDSCAPE IF THEBROOMFITS T H E E L A I N E K I N G B U I L D I N G 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' A S T M F 1 2 1 6 O R F 1 7 4 3 N O M I N A L T H I C K N E S S = 6 m m 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 22 E X I S T I N G G R A D E 6-30-2020 S T O R M V A U L T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS8+00 9+0010+0011+ 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 160 165 170 175 180 185 190 195 200 1 6 0 1 6 5 1 7 0 1 7 5 1 8 0 1 8 5 1 9 0 1 9 5 2 0 0 8+259+0010+0011+00 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 8" RCP, L=399', S=0.044 FT/FT S T A 1 2 + 3 4 . 6 6 M H S S 0 2 A 0 1 6 R I M : 1 7 8 . 7 4 ' 8 " I E I N ( N E ) : 1 7 5 . 5 9 ' 8 " I E I N ( N W ) : 1 7 5 . 5 9 ' 8 " I E O U T ( S W ) : 1 7 5 . 4 9 ' 8 " R C P , L = 2 0 9 ' , S = 0 . 0 2 8 F T / F T S T A 1 6 + 8 4 . 5 8 M H S S 0 2 A 0 1 4 R I M : 1 9 6 . 3 5 ' 8 " I E I N ( N E ) : 1 9 1 . 7 0 ' 8 " I E O U T ( S W ) : 1 9 1 . 6 0 ' 8 " R C P , L = 2 4 1 ' , S = 0 . 0 4 2 F T / F T S T A 1 4 + 4 3 . 8 6 M H S S 0 2 A 0 1 5 R I M : 1 8 7 . 3 0 ' 8 " I E I N ( N E ) : 1 8 1 . 4 8 ' 8 " I E I N ( S E ) : 1 8 1 . 4 8 ' 8 " I E O U T ( S W ) : 1 8 1 . 3 8 ' STA 8+35.89MH SS02A017RIM: 167.88'8" IE IN (NE): 157.90'10" IE IN (SW): 157.90'10" IE OUT (SE): 157.80' E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T P L A N A N D P R O F I L E - S T A 8 + 3 6 T O S T A 1 6 + 8 5 B I D S E T - A P R . 2 0 2 0 N MH SS02A017 M H S S 0 2 A 0 1 6 COMMERCIAL ST SEGMENT #3 DATAMH SS02A017 TO MH SS02A016L ≈ 399'STATIONDIRECTION / POSITIONCOMMENTSACTIVESERVICE8+35.89-MH SS02A017 (DOWNSTREAM)-8+35.89NORTHEASTSERVICE TO MANHOLEYES8+85.89SOUTH (1 O'CLOCK)SERVICE (PARTIALLY BLOCKED)UNKOWN9+10.09UNKNOWN (12 O'CLOCK)SERVICE? (FULLY BLOCKED)UNKOWN10+52.36SOUTH (9 O'CLOCK)SERVICE (PROTRUDING)YES11+32.66SOUTH (9 O'CLOCK)SERVICEYES11+34.86NORTH (3 O'CLOCK)BLOCK (ROOT MASS)-12+20.06SOUTH (9 O'CLOCK)SERVICEYES12+34.66-MH SS02A017 (UPSTREAM)- C O N S T R U C T I O N N O T E S R E P L A C E E X I S T I N G P I P E W I T H 8 " D I A M E T E R P I P E U T I L I Z I N G C U R E D - I N - P L A C E P I P E . P R E P A R E H O S T P I P E I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S . E X I S T I N G S E R V I C E L A T E R A L T O R E M A I N . R E C O N N E C T E X I S T I N G S E R V I C E T O N E W C I P P M A I N . 1 2 SEGMENT #2 SEGMENT # 3 S E G M E N T # 4 D A T A MH S S 0 2 A 0 1 6 T O M H S S 0 2 A 0 1 5 L ≈ 2 0 9 ' ST A T I O N D I R E C T I O N / P O S I T I O N C O M M E N T S A C T I V E S E R V I C E 12+ 3 4 . 6 6 - M H S S 0 2 A 0 1 6 ( D O W N S T R E A M ) - 12+ 3 4 . 6 6 N O R T H E A S T S E R V I C E T O M A N H O L E Y E S 13+ 0 8 . 1 6 S O U T H ( 9 O ' C L O C K ) S E R V I C E Y E S 13+ 8 3 . 1 6 N O R T H ( 3 O ' C L O C K ) S E R V I C E Y E S 14+ 4 3 . 8 6 - M H S S 0 2 A 0 1 5 ( U P S T R E A M ) - SEE SHEET C-03 FOR CONTINUATION MAIN STSTAMP &STATIONARY STATEFARM A L L S T O P P I P E S A N D T A B A C C O M C D O N A L D ' S U N I T E S S T A T E S P O S T A L S E R V I C E PADDLE PLACETABLE TENNIS A M E R I C A N F A M I L Y I N S U R A N C E SEE SHEET C-03 FOR CONTINUATION NEWSHOESSHOERAPAIRYEN'SCHINESENOLIMIT A R C A D E C L U B A C E S E W I N G & V A C U U M T I G A R D M A I N S T R E E T C L E A N E R S M H S S 0 2 A 0 1 5 M H S S 0 2 A 0 1 4 S E G M E N T # 4 S E G M E N T # 5 S E G M E N T # 5 D A T A MH S S 0 2 A 0 1 5 T O M H S S 0 2 A 0 1 4 L ≈ 2 4 1 ' N O S E R V I C E S M A I N S T P A C I F I C H W Y ( 9 9 W ) SCOFFINS ST A S T M F 1 2 1 6 O R F 1 7 4 3 N O M I N A L T H I C K N E S S = 6 m m EXISTING GRADE 1 1 1 1 22 2 2 2 2 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' 21 1 6-30-2020 4 . 5 m m SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS17+00 18+00 19+00 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 3 + 3 3 190 195 200 205 210 215 220 1 9 0 1 9 5 2 0 0 2 0 5 2 1 0 2 1 5 2 2 0 16+7517+0018+0019+00 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 3 + 5 0 8" RCP, L=200', S=0.017 FT/FT STA 18+84.76MH SS02A013RIM: 203.20'8" IE IN (NE): 195.20'8" IE OUT (SW): 195.10' 8 " R C P , L = 4 4 8 ' , S = 0 . 0 1 4 F T / F T S T A 2 3 + 3 2 . 7 0 M H S S 3 5 D 0 5 8 R I M : 2 0 8 . 9 6 ' 8 " I E O U T ( S W ) : 2 0 1 . 3 6 ' STA 16+84.58MH SS02A014RIM: 196.35'8" IE IN (NE): 191.70'8" IE OUT (SW): 191.60' E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T P L A N A N D P R O F I L E - S T A 1 6 + 8 5 T O 2 3 + 3 3 B I D S E T - A P R . 2 0 2 0 N SEGMENT #6 DATAMH SS02A014 TO MH SS02A013L ≈ 200'STATIONDIRECTION / POSITIONCOMMENTSACTIVESERVICE16+84.58-MH SS02A014 (DOWNSTREAM)-17+04.36NORTH (3 O'CLOCK)SERVICEYES18+84.76-MH SS02A013 (UPSTREAM)- C O N S T R U C T I O N N O T E S R E P L A C E E X I S T I N G P I P E W I T H 8 " D I A M E T E R P I P E U T I L I Z I N G C U R E D - I N - P L A C E P I P E . P R E P A R E H O S T P I P E I N A C C O R D A N C E W I T H S P E C I F I C A T I O N S . E X I S T I N G S E R V I C E L A T E R A L T O R E M A I N . R E C O N N E C T E X I S T I N G S E R V I C E T O N E W C I P P M A I N . 1 2 SEGMENT #6 S E G M E N T # 7 S E G M E N T # 7 D A T A MH S S 0 2 A 0 1 3 T O M H S S 3 5 D 0 5 8 L ≈ 4 4 8 ' ST A T I O N D I R E C T I O N / P O S I T I O N C O M M E N T S A C T I V E S E R V I C E 18+ 8 4 . 7 6 - M H S S 0 2 A 0 1 3 ( D O W N S T R E A M ) - 19+ 9 4 . 1 0 N O R T H ( 3 O ' C L O C K ) S E R V I C E Y E S 21+ 1 1 . 7 0 N O R T H ( 3 O ' C L O C K ) S E R V I C E Y E S 21+ 6 2 . 8 0 N O R T H ( 3 O ' C L O C K ) S E R V I C E Y E S 23+ 3 2 . 7 0 - M H S S 3 5 A 0 5 8 ( U P S T R E A M ) - SEE SHEET C-02 FOR CONTINUATION BANK O F AMERIC A M I X E R S B A R & G R I L L S I E R K O R T H O D O N T I C S M H S S 3 5 D 0 5 8 MH SS02A014MAIN ST HA L L B L V D P A C I F I C H W Y ( 9 9 W ) 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' P A C I F I C P L A Z A MH SS02A013 1 S T C H O I C E A U T O S E R V I C E T I G A R D P S Y C H I C S H O P O R E N P A I N T I N G J O Y C I N E M A R O S Y N A I L S & S P A A S T M F 1 2 1 6 O R F 1 7 4 3 N O M I N A L T H I C K N E S S = 6 m m 1 E X I S T I N G G R A D E 1 1 1 2 2 2 2 6-30-2020 4 . 5 m m E N G I N E E R I N G D V I S I O N P U B L I C W O R K S D E P A R T M E N T D a t e Description N o . B y Revisions and Addendums D E S I G N : D R A W N : C H E C K : B I D O N : P R O J . N O : S H E E T O F F I L E N O ONE INCH (REF)REGISTEREDPROFESSIONALENGINEER72533PEOREGONEXPIRES: 2V RYAA JELW,8.D NI800HROOES C I T Y O F T I G A R D D O W N T O W N S E W E R C I P P P R O J E C T T R A F F I C C O N T R O L B I D S E T - A P R . 2 0 2 0 N W O R K Z O N E 1 M C D O N A L D ' S MAIN ST HA L L B L V D PACIFIC HWY (99W) 0 S C A L E 1 " = 6 0 ' 1 2 0 ' 6 0 ' W O R K R O A D A H E A D W 2 0 - 1 3 6 " 3 6 " WORK ROADAHEADW20-1 36"36"W4-2 36"36" W O R K R O A D A H E A D W 2 0 - 1 3 6 " 3 6 " TWO LANESCLOSED RIGHTAHEADW20-5a 36"36" W O R K R O A D A H E A D W 2 0 - 1 3 6 " 3 6 " R O A D W O R K E N D G 2 0 - 2 4 8 " 2 8 " R O A D W O R K E N D G 2 0 - 2 4 8 " 2 8 " T U R N L A N E C L O S E D L E F T A H E A D C W 2 3 - 1 2 3 6 " 3 6 " T U R N L A N E C L O S E D L E F T A H E A D C W 2 3 - 1 2 3 6 " 3 6 " T A P E R L E N G T H S H A L L M E E T R E Q U I R E M E N T S O F O D O T S T A N D A R D D R A W I N G T M 8 0 0 M A I N T A I N A C C E S S T O B U S S T O P A N D D R I V E W A Y T A P E R L E N G T H S H A L L M E E T R E Q U I R E M E N T S O F O D O T S T A N D A R D D R A W I N G T M 8 0 0 3 5 0 ' 3 5 0 ' T U R N L A N E L E F T C L O S E D C W 2 3 - 1 3 3 6 " 3 6 " T U R N L A N E L E F T C L O S E D C W 2 3 - 1 3 3 6 " 3 6 " T U R N L A N E L E F T C L O S E D C W 2 3 - 1 3 3 6 " 3 6 " T U R N L A N E L E F T C L O S E D C W 2 3 - 1 3 3 6 " 3 6 " 8 ' B ( I I I ) L B A R R I C A D E T Y P E I I B A R R I C A D E T Y P E I I I C O N S T R U C T I O N W O R K Z O N E P L A S T I C D R U M S ( 2 0 ' M A X S P A C I N G ) T U B U L A R M A R K E R S ( 2 0 ' M A X S P A C I N G ) L E G E N D 250'250'25 0 ' B U F F E R = 1 2 5 ' 3 5 0 ' 1 0 0 ' 1 0 0 ' CENTER ST T I G A R D M A I N S T R E E T C L E A N E R S ACE SEWING& VACUUM S I E R K O R T H O D O N T I C S P A C I F I C P L A Z A M I X E R S B A R & G R I L L J O Y C I N E M A T I G A R D P S Y C H I C S H O P B A N K O F A M E R I C A B R A K E F O R C E M A D N E S S M O T O R W O R K S 1 S T C H O I C E A U T O S E R V I C E BU F F E R = 7 5 ' 1 . S I G N A L S T O R E M A I N O P E R A T I O N A L D U R I N G C O N S T R U C T I O N . C O N T R A C T O R T O P R O T E C T A N D M A I N T A I N A L L T R A F F I C S I G N A L C O M P O N E N T S . 2 . C O N T R A C T O R T O P R O V I D E M I N I M U M 2 , 0 0 0 W A T T W O R K L I G H T W I T H I N E A C H W O R K Z O N E D U R I N G N I G H T W O R K . 3 . W O R K H O U R S S H A L L B E L I M I T E D T O 9 P M - 5 A M , 7 D A Y S A W E E K . T R A F F I C C O N T R O L N O T E S O R 2 2 - 8 2 4 " 2 4 " C L O S E D C R O S S W A L K ( M O U N T O N B ( I I ) L R ) I F T H R O U G H A N D / O R T U R N L A N E S C A N N O T B E M A I N T A I N E D I N C O N F I G U R A T I O N S H O W N , C O N T R A C T O R S H A L L B E R E Q U I R E D T O P R O V I D E F L A G G I N G P E R O D O T R E Q U I R E M E N T S . W O R K Z O N E 2 O R 2 2 - 8 2 4 " 2 4 " C L O S E D C R O S S W A L K ( M O U N T O N B ( I I ) L R ) 6-30-2020