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HomeMy WebLinkAboutDiosa Sewer Alignment GENERAL CONDITIONS GENERAL NOTES/SPECIFICATIONS PROJECT DIRECTORY SCOPE OF WORK 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE 1. ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE"ENGINEER OF RECORD". IF ERRORS OR LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR OMISSIONS ARE FOUND AFTER THE PERMIT HAS BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR ENGINEER OF RECORD CONSTRUCTING A SEWER LINE REALIGNMENT ON LOT 1 S135AB01003. REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE SHALL CONTACT THE ENGINEER OF RECORD (RAHIM A. ABBASI DESIGN WORKS INC. AT 503.816.9466)TO RAHIM A. ABBASI, P.E. CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE HAVE THE CORRECTIONS MADE. ALL CHANGES WILL REQUIRE THE APPROVAL OF THE CITY OF TIGARD 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC PROVIDED AT THE PERMIT HOLDER'S EXPENSE. ENGINEERING DEVELOPMENT SERVICES PRIOR TO THE WORK BEGINNING ABBASI DESIGN WORKS, LLC BECHMARK: THE ELEVATIONS ARE BASED ON THE NAVD 88 CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT 500 E 24TH ST DRAWING INDEX EDITION. 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER VERTICAL DATUM FROM A STATIC GPS OBSERVATION AS DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS 2. ALL CONSTRUCTION SHALL CONFORM TO STANDARDS OF CITY OF TIGARD AND CLEAN WATER VANCOUVER, WA 98663 COMPUTED BY OPUS. THE STATIC OBSERVATION WAS 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. SERVICES (CWS). CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE SET OF RAHIM@ABBASIDESIGN.COM PW1 .0-COVER SHEET PERFORMED ON MARCH 3, 2018, BASED ON CONTROL FROM APPROVED PLANS AND CITY OF TIGARD STANDARD CONSTRUCTION SPECIFICATIONS ON THE JOB SITE @ CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED AT ALL TIMES DURING CONSTRUCTION. +1 .503.816.9466 PW1 .1-SEWER LINE EXTENSION PLAN A SEPARATE SITE. TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. THE WORK AREA. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. PW1 .2-SECTION PROFILES OF PIPES 3. THE CONTRACTOR SHALL KEEP THE ARCHITECTAND JURISDICTION INFORMED OF CONSTRUCTION GENERAL CONTRACTOR PW2.0-CONSTRUCTION DETAILS 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME, WITHOUT HAVING FIRST 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS.48-HOUR NOTICE IS RUSS KLENNERT EC1-EROSION CONTROL PLAN OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR FINAL LIFT OF ASPHALT HAVE BEEN PLACED. REQUIRED. PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY TALENTS CONSTRUCTION EC2-DETAILS SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE)AND TO TRI-MET AND TIGARD SCHOOL 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 4. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON 915 BROADWAY SUITE 300 DISTRICT AND OTHER SERVICE PROVIDERS. HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR VANCOUVER, WA 98660 PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL 360.818.7009 MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE ASSIGNMENT CHANGES. 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. CONSTRUCTIONOPAREA 72 HOURS (MIN.) BEFORE INITIATIONCOF CONSTRUCTIONAWORK. YOU MUST NOTIFY THE CENTER AT LEAST 3 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, RUSS@TALENTSCONSTRUCTION.NET BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-332-2344. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED"COMPETENT DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 5. CONTRACTOR SHALL MAINTAIN FLOWS IN THE EXISTING SYSTEM AT ALL TIMES. o xss Q xss xss xss xss xss xss EFFECTIVE ACCESS IS ESTABLISHED. CONSTRUCTION, SUB-DIVISION P- EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 6. ALL SEWER TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF PREVENT CAVING AS REQUIRED BY OREGON OCCUPATIONAL SAFETY AND HEALTH (OSHA). SW GREENBURG ROAD 4 CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE 7. EXCAVATED SEWER TRENCH SPOIL MATERIAL SHALL BE DISPOSED OF AT A PROPER LANDFILL. A COPY HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF OF THE GRADING PERMIT AND PLAN SHALL BE PROVIDED TO THE CLEAN WATER SERVICES (CWS) FOR RIGHT-OF-ENTRY OR EASEMENTS. CONSTRUCTION INSPECTION AT THE PRE-CONSTRUCTION MEETING. ANY WORK OUTSIDE THE PUBLIC -- =m mm 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 RIGHT OF WAY, INCLUDING CUTS FILLS GRADING AND CLEARING MAY REQUIRE PERMITS FROM CITY OF --- "'ST=== - TIGARD. CONCRETE SIDEWALK A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A a, COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M.AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE m� ENGINEER. THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE 8. UNANTICIPATED CONTAMINATION ENCOUNTERED DURING CONSTRUCTION IN CITY RIGHT OF WAY. ❑;m o REPAIRED BEFORE PLACEMENT OF FINAL LIFT. A)THE APPLICANT IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROPER CHARACTERIZATION, °,sa E 3 s f a❑ mA 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT IDENTIFICATION ANALYSIS, MANAGEMENT AND DISPOSAL OF CONTAMINATED MEDIA ENCOUNTERED o • LEAST 2"OF HOT MIX ASPHALT. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND WITHIN THE CITY RIGHT-OF-WAY OR ON CITY PROPERTY. THE APPLICANT IS ALSO RESPONSIBLE FOR ^"`� CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE ALL RESULTANT DELAYS. 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROPER FUNCTIONING OF THE FACILITY. N P PROVIDED FOR. B) THE APPLICANT WILL PROVIDE THE CITY (ENGINEER AND INSPECTORS)WITH COPIES OF ALL 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR DISPOSAL PERMITS FROM THE PERMITTED DISPOSAL FACILITY, ANALYTICAL RESULTS USED TO GAIN 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL ACCEPTANCE OF THE CONTAMINATED MEDIA AND DISPOSAL RECEIPTS/DAILY WEIGH SLIPS. DAILY MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3)YEARS FROM THE DATE OF CITY CONDITIONAL WEIGH SLIPS AMOUNTS SHALL BE CHECKED AGAINST INSPECTOR'S DAILY REPORTS. THE ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE APPLICANT MUST USE AN OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY-APPROVED m _ I 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED (3)YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DISPOSAL FACILITY FOR DISPOSAL OF THE CONTAMINATED MEDIA. BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171)TO ESTABLISH A PLACE, TIME, AND DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF 9. FOUNDATION STABILIZATION MAY BE NECESSARY AS PER CLEAN WATER SERVICES (CWS) STANDARDSreq#r • DATE FOR A PRECONSTRUCTION MEETING. SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL \ .� PROVIDE A 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT 10. MAINTAIN MINIMUM OF 36" OF COVER OVER ALL PIPE IN UNPAVED EASEMENT AREAS. .-- - A TWENTY-FOUR(24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR(24) HOURS PRIOR TO ANY ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. ,\ STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 11. THE CONTRACTOR SHALL INSTALL MARKER BALLS ON ALL SANITARY SEWER MAINLINE PIPE AND / \� STORM AND SANITARY NOTES LATERALS. 140 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION SUBJECT PARCEL A// 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO 10350 SW GREENBURG RD 12. MARK ENDS OF ALL STUB OUTS AND LATERALS W/CONTINOUS PRESSURE TREATED 2"X 4". TOP 12'TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE BE PAINTED GREEN STENCILED BLACK"SS" FOR SANITARY AND WITH PIPE SIZE, MATERIAL TYPE, AND R1224776 Y \� APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY PIPE DEPTH. BURY 2"X 4"TO I.E. OF STUB OR LATERAL. m GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. � MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. • C \ 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT 13. CITY OF TIGARD MAINTENANCE OF HOUSE BRANCHES END AT THE CURB LINE IN RIGHT-OF-WAY AND AT \� 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE THE END OF THE TEE IN EASEMENTS. AREAS. = PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN ,Q°n \\� CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 `�- CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. (SDR 35). 14. INSTALL LATERAL CURB MARKERS ON ALL NEW LATERALS. m � , Az,Dirt 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND o0 15. CITY OF TIGARD PLUMBING DIVISION APPROVALS AND PERMITS ARE REQUIRED FOR PRIVATELY ,O \\� 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95/ PER ASSHTO T-99 IN PAVED OR �7 UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR MAINTAINED SEWER, INLETS, INLET LEADS &SERVICE LATERALS CONSTRUCTED OUTSIDE OF PUBLIC q p STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL IMMEDIATE CANCELLATION OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP FILL AREAS IS 90%. RIGHTS-OF-WAY OR SEWER EASEMENT.ALL WORK APPROVED UNDER PLUMBING PERMITS SHALL BE 'c AZA AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. PRIVATELY OWNED AND MAINTAINED. /0 \\ 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE C \� 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER UTILITIES AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE \\� ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION 1. ALL SANITARY SEWERS WILL BE AIR TESTED AND SHALL BE SUBJECT TO TO OTHER TESTING ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS i7 \� CONTROL. ASSOCIATION MANUAL-OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES REQUIREMENTS AS OUTLINED IN THE CLEAN WATER SERVICES (CWS). MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. �' \ 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH 2. SEWER SHALL BE VIDE INSPECTED (TV'D)AT THE SOLE EXPENSE OF THE \� SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. A ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH APPLICANT/CONTRACTOR. .- THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER xss" 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE (SEE DETAIL 290-ST). 3. MANDREL TESTING IS REQUIRED ON ALL HDPE AND PVC PIPE. A 30-DAY WAITING PERIOD IS / WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND REQUIRED ON ALL MANDREL TESTING. ss THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM 4. PRECONSTRUCTION MEETING REQUIRED. APPLICANT/CONTRACTOR TO CONTACT CLEAN 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. WATER SERVICES (CWS)A MINIMUM OF 4 BUSINESS DAYS PRIOR TO COMMENCEMENT OF /� NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. CONSTRUCTION TO SCHEDULE MEETING. FOLLOW INSTRUCTIONS ON "PERMIT ISSUANCE" COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE 10. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. EMAIL TO SCHEDULE A MEETING. 1 SITE MAP ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. DAMAGE TO UTILITIES SHALL BE NOTICE TO EXCAVATORS: _ CORRECTED AT THE PERMIT HOLDERS EXPENSE. 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF SCALE. 1 11 - 30' CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS)OF THE CLEAN ATTENTION: OREGON LAW REQUIRES YOU 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND WATER SERVICES "DESIGN AND CONSTRUCTION STANDARDS". TO FOLLOW RULES ADOPTED BY THE HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). OREGON UTILITY NOTIFICATION CENTER. SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM THOSE RULES ARE SET FORTH IN OAR O�DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 952-001-0010 THROUGH OAR �� VIIN O�� '<)h(- � - WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY 952-001-0090. YOU MAY OBTAIN ` AGENCIES. 13. ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB. Off' COPIES OF THE RULES BY CALLING THE i°° l - 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A CENTER. I `C 1 � �{ I PROJECT SITE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE (NOTE: THE TELEPHONE NUMBER FOR �\ OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST) THE OREGON UTILITY NOTIFICATION ;` quare Mall RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF J THE WORK. CENTER IS 503-232-1987). - 15. ONLY STANDARD RISERS WILL BE PERMITTED ON ALL STORM AND SANITARY - . Il . MANHOLE IN PAVED AREAS. .• �Ct P ,ring\1.jpg 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES POTENTIAL UNDERGROUND FACILITY OWNERS C9 ,- (ROADS, DITCHES, ETC.)AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME _ \ it DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY q?` , THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. '; Safel ■ ® A Al' 1 ENGINEER'S NOTE TO CONTRACTOR Dig Y 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY Call the Oregon One-Call Center • 1 ct+ REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY Aiw Awl THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES tim 1 IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO TO PROTECT UTILITY LINES ON THESE DRAWINGS. DIAL 811 or 1-800-332-2344 . ` w �' �- THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF lcINSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS THE CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF EMERGENCY TELEPHONE NUMBERS \. it ii ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND ■ �/ �,a HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X PROPERTY. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NW NATURAL GAS 2J I _\ ANDY STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT(***.PDF) FILE AND NORMAL WORKING HOURS; AND THE CONTRACTOR SHALL DEFEND, �,iP' _ '1 ONE 11X17 COPY OF AS-BUILTS. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY M-F 7am-6pm 503-226-4211 Ext.4313 l ��P L w , ` AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE AFTER HOURS 503-226-4211 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT THE LIABILITY ARISING PGE 503-464-7777 (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CENTURYLINK 1-800-573-1311 FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. CITY BUREAU OF MAINTENANCE 503-823-1700 VICINITY MAP 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL CITY WATER 503-823-4874 -S- WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER- ENGINEER AGREEMENT NOTE#5.) REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT VERIZON 1-800-483-1000 OF WORK. DESIGNED BY NI D.E. APPROVAL MF TIGARD APPROVAL: .D PRO- CONSTRUCTED BY 10350 SW GREENBURG RD CITY OF TIGARD/ \�.<<,?-�GlIvFF so CAD BY Q CONST. APPROVAL TIGARD, OR 97223 CLEAN WATER SERVICES g g g A D C C \ YCOVH R C PROJECT COMPLETED I 82291 r MAP CORRECTED BY CHECKED BY } SHEET NO. °°I �� AOR OREGON Q �j� P W 1 .0 CHECKED BY = V \/ OR g NO. DATE DESCRIPTION CPPD. 11// �� .7/114 A. IN 3 '° REVISIONS SEWER ALIGNMNENT IEXPIRES:12/31/2023 NOTES: '' P KEYNOTES / �`" 1. N/A 1. TREE PROTECTION SHALL BE A MINIMUM OF / a 2. B-10 DROP BOWL 5'-0" HIGH METAL FENCE PER SECTION 10, PART / 3. (E) L2& DCFC EQUIPMENT IN THIS AREA SHALL BE DEMOLISHED U.O.N. 1, M OF URBAN FORESTRY STANDARDS. / 76' ® 4. (E) CONCRETE CURB TO REMAIN 2. TREE PROTECTION FENCING SHALL BE 7'4)4,4, 5. EXISTING STORM WATER /' 6. EXISTING TRANSFORMER ON CONCRETE PAD ERECTED OUTSIDE THE DRIP LINE ZONE PRIOR r-y� 7. EXISTING SANITARY SEWER LINE TO STOP @THE PROPOSED MANHOLE TO ANY CLEARING, GRADING OR OTHER0 c' -' 8. PROPOSED 48"Ql PRECAST CONCRETE MANHOLE. SEE DETAILS ON PW2.0. CONSTRUCTION ACTIVITY. CONTRACTOR TO -' / O9 9. DEMOLISH (E)CONCRETE CURB MAINTAIN TREE PROTECTION IN PLACE DURING 10. ABANDON (E)8" PVC IN PLACE. PLUG ENDS OF PIPE. CONSTRUCTION. .'� (E)CATCH BASIN TO REMAIN. PROTECT CATCH BASIN DURING CONSTRUCTION PER EROSION CONTROL PLAN. �� I' 11. 12. (E) BOLLARD SHALL REMAIN IN PLACE / �P 13. 15'WIDE PUBLIC SEWER EASEMENT TO CITY OF TIGARD CENTERED ON PIPE. . / 0 \I 14. EXTENT OF (N)A.C. PAVING AS REQD. SLOPE MAY NOT EXCEED 2% IN ANY DIRECTION 15. TREE PROTECTION FENCING i;' / G�`�� /� � 16. EXISTING METAL LIGHT POLE �y, o� ® 17. EXISTING 15'WIDE SANITARY SEWER EASEMENT r✓ v 18. EXISTING LARGE TREES NEED TREE PROTECTION, SEE DETAIL 2 ,, g„ 19. INSTALL(N) POST MOUNTED EV CHARGING STATION SIGNAGE 77V- TRFF 7 20. (N) FAST CHARGER OVER CONCRETE PAD- REFER TO ELECT. DRAWINGS / i 21. (N) LEVEL 2 DUAL CORD EV CHARGER CHANGING STATION OVER CONCRETE PAD- REFER TO ELECTRICAL DRAWINGS 22. (N)CONCRETE PAD FOR(N)SERVICE EQUIPMENT- REFER TO ELECTRICAL DRAWINGS / � O �, r- 23. INSTALL(N)6" CONCRETE CURB TO MATCH EXISTING // / Jo (N)/ I 24. PATCH & REPAIR (E) SURFACE TO MATCH WITH ADJACENT EXISTING WHERE A(N) ELECTRICAL CONDUIT HAS BEEN INSTALLED REFER TO ELECTRICAL DRAWINGS (E SS M H �� I 25. (N)STEEL BOLLARD WITH CONCRETE FILL, PAINTED ) k, -•yq i , M 1 . 9 26. (N)CONCRETE PAD FOR(N)SERVICE EQUIPMENT- REFER TO ELECTRICAL DRAWINGS SS356021 PARKING STATION / l ?,•�� � �8 ® // I 28. DEMOLISH (E)SURFFAIDE WHITE OCE MATERIARDERLINE L FOR DTHE INSTALLATION OF (N) UNDERGROUND ELECTRICAL CONDUIT- REFER TO ELECTRICAL DRAWINGS 4S, / ! FiR / �' v I 29. GENERAL PATH OF BORING; MINIMIZE PAVEMENT OPENINGS. RIM ELE = 19�k.70 FBF �,�� oF /� SSS` / 30. (N) ELECTRICAL PANEL OVER CONCRETE PAD REFER TO ELECTRICAL DRAWINGS • 1 fotkV / ' / 8 // - I ( ) v 31. (N)TRANSFORMER OVER 8x8 CONCRETE PAD- REFER TO ELECT. DRAWINGS ,/ ' V t • \ �/ RR y 32. (N) ELECTRICAL PANEL OVER CONCRETE PAD REFER TO ELECTRICAL DRAWINGS /' ��/� �`�� • ST S / 33. BORE INSTALL CONDUITS WHERE EXISTING SOIL CONDITIONS PERMIT /' S, Ojokil%iopt �� ,� \ 9-/p/,, , �� 34. SEE SINGLE LINE DIAGRAM DRAWING FOR EQUIPMENT CONNECTION AND FOR CONDUIT ROUTING AT SITE AND TO AVOID ANY EXISTING UNDERGROUND UTILITY DUCT 86 ------- 70 O ® sq- All „ FV ' VG O BANK AND LIGHTING CONDUITS, ETC... FIELD COORDINATE WITH THE PROJECTS SITE'S REPRESENTATIVE PRIOR TO CONSTRUCTION. /' /3' • OA,; R SO4 tigRe \ FR 141 • • </ 1, - - ,, V'� 8 '^' .� �`0°�4k �� 0 pbtAC / ONS y Nc y � V p ( � Vv p / qR �. / eon • eon / Cj �� �i ✓ ` - iy/ /� q NG n% 0 * / Ard# C, / "'• , --„_ 1 .A* 40F4/0 - A, c'✓ o Q ,90©'• 404 / -_ • • • <4(1&/ AVC ; 1 • 4\0 E1/#/:;VI/c \ -..- 4\ 7\-- .(L-- 0 ----- �� ��� ARE �� � w T ` • I M Q` 2s'89. • /` Fw O 6O N4111/ IC::: N M H o107 .."qr C �/ �<`' / # / ® - 195. ��" Ogli w�A`` p NOv/ UN �IC) `L �2' TR CR`t F } '•13 ET / c ` G`` lli pVC C Pvc �/V Oo , c11 AV OR ://70- e `p\. ```,```���� ` , �.�' / AVS.\\\p C�i'VC\/ Al • A` V •\� �"I'M `ti`c �.�` ` p Ari �'' i AVC/4c54/ �� / ` , `,� .� '� r? �i4.4„-:;' ;.\�.,U ��C \ cam\ AVC\A V • •4 F T� , • �� ® �, �R�D r RET0, E VC A / - Y i i T I/ ‘ , o 0 Cv arwAI ooN6„ TRgS \ c c- �, AVC, VC ,.,/ / 4r.♦ co t ��ri� �� Ali • A t ii 404 Cv(,.., Cv si 0,30,?4, 0 N', _ Nx, es / , x ., ‘ ed ,c) 4 _.,. , ----.... ST�R o.v _ . , c AVC 4O'' � , � '� - ' N Hip L E � - ve •p AVC �\ �° ��All.., ' FOC '? • `` I- �� lir � 4:10 �� V t;a •�4 4 AVC\ ASA 'I' /� 18" O / \\ \ \ I �I C P p TRE Q' p % 4 F 1 11 i � � c\\ �C�A c '/ / O � � 6 '� ■VCSCH. ._ \ * Il'ij)00 3 ® , ,ASF (N) A.C. 4111L �� � � A \ oEO "CS C��qR �c, 41, , ��vc / 7' X 7' / �,• NNN + ►, VC APPROX. - i / 9z‘ 44, 26' 6.5�� 4��V ^' CH4.0 tr 4, AVC AVC, ` OV \ ' , ` ',,`` \AVC\ 4 41 �� �` I 1 95, �� �XTRC/�� ., 4 ir ��. �, �� pec 0 / SUBJECT PARCEL x �����\ ,‘ R 4 44* 10350 SW GREENBURG RD s Fk ,i 1 R1224776 \ V 6 o _ / \ ����®�/ \ No ( : ) SS 7 t'i „ S „ / / , ,::„ 0 / : " 35B0251� I (E) MH-1 TO'E o• ! - ,I\ ,t ,i / \ RI E E - 19 70 /; 0 yco ) 0 4 REMOVE �� ; i SS356042 ( •• \ *Op (E) GREASE '6 RIM ELE - 195. 1 \ ��° W., \ c ; . f'+ INTERCEPTOR I •\ ��,0i o • 0/ v .o v \ � , / \ ,..-, (P \ \ o'/ MANHOLE SCHEDULE / \ ' o� \ \ v MANHOLE ID RIM ELE IE (UPSTREAM) IE (DOWNSTREAM) ' \ \ % • 74.2,/, ` TER \ \ \ _ E) MH-1 SS35B042 195.10 179.9 179.7 \ \\ ��; �• LEGEND (E) MH-2 SS35B043 193.44 179.43 - \ \ W�� ° FIRE HYDRANT \ 4. / Ce CV CONTROL VALVE (E) SS MH SS35B021 194.7 181 180.7 V V i WV WATER VAULT -XSS- EXISTING SEWER LINE (E) SS MH SS35B025 194.7 181.7 179.7 \\ -SD- EXISTING STORM DRAIN LINE (N) \ 4 V. '/ (E) STORM LINE -SS- PROPOSED SEWER LINE N MH-3 TO BE ASSIGNED BY CITY OF TIGARD/ 195.04 180.4 180.3 CLEAN WATER SERVICES \ @ SEWER MANHOLE \ II1>EB CATCH BASIN (N) MH-4 TO BE ASSIGNED BY CITY OF TIGARD/ 195.49 180.0 179.9 \ 0 R7' FDC CLEAN WATER SERVICES (E) / H , 2 ® WATER VALVE S S 35 B 0 A 3 WM WATER METER POST MOUNTED EV CHARGER 40 16 0 RI ELE 93.44 Q FAST CHARGER OVER CONCRETE 0 20 40 80 N SEWERLINE EXTENSION - PLAN LEVEL-2 DUAL CORD EV CHARGER 1 (11) } SCALE: 1" = 10' � DESIGNED BY >-� D.E. APPROVAL MF TIGARD APPROVAL: �OD PRooF. CITY OF TIGARD/ CONSTRUCTED BY o 10350 SW GREENBURG RD ��GINEF�cPO CAD BY m CONST. APPROVAL TIGARD, OR 97223 CLEAN WATER SERVICES ABBAS O h S G \ s h W 0 PROJECT COMPLETED I \ h a 82291 r 0 SHEET NO. MAP CORRECTED BY CHECKED BY m OREGONh X h \ S 0 \ P LA \ PW 1 . 1 Y' WOR �C C � -Qh132��Q �� CHECKED BY = P NO. DATE DESCRIPTION APPD. y�M A. A�� REVISIONS SEWER ALIGNMNENT IEXPIRES:12/31/2023 PROPOSED MH-4 (48"0) EXISTING MH-2 MANHOLE TYPE: STANDARD MANHOLE MANHOLE TYPE: STANDARD MANHOLE MANHOLE ID: TO BE ASSIGNED BY CITY OF TIGARD/CLEAN WATER SERVICES MANHOLE ID: SS35B043 STATION: 3+74.71 STREET GRADE STATION: 5+34.14RIM EL = 193.44 8"0 IE = 180.0' (UPSTREAM) ,� 8"0 IE = 179.9' (DOWNSTREAM) IE = 179.4' (UPSTREAM ) O O O O O O O O O 0 V' co rN 00 O N co 00 O Nin 'st- �) "� tl 'Gce 0 0 l O OSLO 195 Cf�, '- ` �O VOO ,5° 1 1-• 1:60 0> t e . co__ .<<\ 1 4°_ . . c...., ,-)„, , . (P� 190 190 •�� �O O G�0 CA., R \\ O 185 185 /: ' o > 6,„0/ .0.o 1-57-46-LF-(N)8-DttE�ItlE-iRONt8=rtT6fJ320 a 180 180 a /J �\ • Lu S28° 33'0" E - - w 78 .3, 175 175 SANITARY SEWER LINE PROFILE - 3 (PROPOSED MH-4 TO EXISTING MH-2) 1 PLAN VIEW OF (N ) MH-33 (N )PLAN VIEW OFMH-4 2 PROPOSED MH-3 (48"0) _____ SCALE: 1" = 5' SCALE: 1" = 5' MANHOLE TYPE: STANDARD MANHOLE PROPOSED MH-4 (48" 0) MANHOLE ID: TO BE ASSIGNED BY CITY OF TIGARD/CLEAN WATER SERVICES MANHOLE TYPE: STANDARD MANHOLE STATION: 3+2.64 MANHOLE ID: TO BE ASSIGNED BY CITY OF TIGARD/CLEAN WATER SERVICES RIM EL= BASED ON GRADING AROUND THERE /STREET GRAD STATION: 3+74.71 8"0 IE = 180.4' (UPSTREAM) 8" 0 IE = 180.0' (UPSTREAM) N- 8"0 IE = 180.3' (DOWNSTREAM) 8"0 IE = 179.9' (DOWNSTREAM) A 12.57' (CIRCUMFERENCE) A A 12.57' (CIRCUMFERENCE) A 000 O N 0 o� 0 IN 000 / 4' 8' 12' + rn "n + + + In - - 4' 8' 12• 186 186 - - - 195 - 195 - 184 184 'ROPOSED 8" 0 DI OUT 1 82 3'-3-37_— PROPOSED 8" 0 DI OUT 182 - ,"- - � - - - - 180 `' 190 190 180 I - - 178 - 178 - 176 - 7 76 185M ' 185 — , 7/I 'r. •- • II :"01 • ► 'ROPOSED 8"0 DI IN 2 4 EXISTING 8"0 NRCP IN EXISTING 8"0 NRCP IN P - - P w w_ z - J F-(4)-8 -DUGT 6E- RON-S= 0.0644 - z 180 1 180 N68° 18'0" E ---- w w w _ - w 4 ELEVATION VIEW OF (N ) MH-3 ( ELEVATION VIEW OF (N ) MH-4 SCALE: 1" = 5' - 175 175 SCALE: 1" - 5' SANITARY SEWER LINE PROFILE - 2 (PROPOSED MH-3 TO PROPOSED MH-4) NOTES 1. NEW CONNECTIONS MUST BE MANUFACTURED TEE, NOT INSERTA TEE. PROPOSED MH-3 (48"0) 2. CITY OF TIGARD DOES NOT ALLOW BELLIES IN SANITARY MAIN STREET GRADE XISTING MH-1 (48"0)TO BE REMOVED EXISTING SS MH (48"0) MANHOLE TYPE: STANDARD MANHOLE MANHOLE TYPE: STANDARD MANHOLE MANHOLE ID: TO BE ASSIGNED BY CITY OF TIGARD/CLEAN WATER SERVICES MANHOLE TYPE: STANDARD MANHOLE GREATER THAN i". SANITARY LINES WILL HAVE TO BE JET CLEANED, MANHOLE ID: SS35B021 STATION: 3+2.64 MANHOLE ID: SS35B042 TV'D, MANDRELLED, PRESSURE TESTED AND MH LIDS VACUUM STATION: 4+36.23 TESTED BEFORE CONDITIONAL ACCEPTANCE. THEY WILL HAVE TO BE STATION: 2+21.26 RIM EL- BASED ON GRADING AROUND THERE RIM EL= 194.7' 8" 0 IE - 180.4' (UPSTREAM) RIM EL = 195.1' JET CLEANED AND TV'D FOR FINAL ACCEPTANCE AFTER 2 YEAR UPSTREAM IE = 179.9' MAINTENANCE PERIOD. N 6" 0 OUT IE (E)= 181' (UPSTREAM) 8" 0 IE = 180.3' (DOWNSTREAM) N DOWNSTREAM IE = 179.7' 8"0 IN IE (W)= 180.7'pOWNSTREAM) O O 0 (o 0 0 0 0 0 0 co 0 O Nc\I^ co 00 O N N '1- co 00 0 N 195N N N N N i" t') "n "n "n 195 -/-) L\ / \ 2_A___ 190 - 190 DRQEB WL - 1851 i PLUG & CAP ABANDONED 185 - SEWER LINE ---- PLUG &CAP ABANDONED - SEWER LINE P r— 77.37 LF (E)8" NRCP S= 0.0028 P z J 1 ------------- ------- 129.59 LF�E�8"NRCP_�=Q _ __A P1�ON€_3 ------------- ------ z 180 S67° 13'4E"�, ------------- ---------------- S67° 13'48"W --- --- - —---------- -- 180 w w J J w . - w EXISTING 8"0 PUBLIC SANITARY SEWER ON GREEN BURG RD - 175 175 SANITARY SEWER LINE PROFILE - 1 (EXISTING SS MH TO PROPOSED MH-3 TO EXISTING MH-1 ) 1 SANITARY SEWER LINE - PROFILE SCALE: 1" = 10'H 1" = 5'V •) DESIGNED BY NI D.E. APPROVAL MF TIGARD APPROVAL: ��V PRop, CONSTRUCTED BY 10350 SW GREENBURG RD CITY OF TIGARD/ G \ mac, �GINFF so CAD BY o CONST. APPROVAL TIGARD, OR 97223 CLEAN WATER SERVICES A 8 8 A B D �� -7 C 0 0 0 0 _ PROJECT COMPLETED I 82291 r a CJSHEET NO. - MAP CORRECTED BY CHECKED BY >- OREGON PW 1 .2 • YI ✓Q�' 13, 20�Q �` OH PPHS h S CHECKED BY o WOHS c ,� PNO. DATE DESCRIPTION APPD. y�M A. A�� REVISIONS SEWER ALIGNMNENT IEXPIRES:12/31/2023 LOCATE FRAME AND COVER Mil 8" MIN. BETWEEN OVER LEDGE OF AT LEAST OWN KNOCKOUT MANHOLE STEPS SEE MI i i MI 12" IN WIDTH STD DRAWING NO. 100 dam! ro as \ O 48" MINIMUM rni PRECAST CAST 3/a" AL 3 a w HP OLES (2) SANITACONICRY L 1 i " I g 1-1/4" COVER ONLY .0,1 : _PIPE � 0� • p 1 1/2" PICKHOLE I.D. 5" MINIMUM i>iLi0�wMATERIALS: � . MAXIMUM 27" FROM TOP OF FIRST- STANDARDFRAME RRAMEAND ND COVER m i 1 STEP TO TOP OF CASTING STD. DRAWING NO. 110, 120, OR 130 CONSTRUCT CHANNEL AND AP PLASTIC: SET FRAME IN NON-SHRINK GROUT P , $' 12" MINIMUM SHELF IN FIELD 10-3/4" MUST CONFORM WITH ASTM ' �,ziGi4iid`t 1 6"MIN. ° ° 12" C-478. STEEL REINFORCING NOTES: -- - -� -. BAR MINIMUM 1/2" 60. "-4' '�•'�� ` ' '" '4� SMOOTH FINAL CHANNEL TO MEETING REQUIREMENTS GRADE ALL PRE CAST MANHOLE SECTIONS SHALL CONFORM i. •• • _k 3/4 VERTICAL HEIGHT OF PIPE. O THE REQUIREMENTS OF ASTM C-478. GRADE RINGS (2",4",OR 6") � }.� �r . . OF ASTM A-61 5 ENCAPSULATED . . MAXIMUM 12" SET IN `N!`i �• Yr s s.fin . .y'" 0 .---,,- 2 N 2. SEE STD DRAWING 020 FOR POURED IN PLACE . •_• NON-SHRINK GROUT y - v WITH INJECTION MOLDED w w 12" MINIMUM OF 3/4" o" COPOLYMER POLYPROPYLENE COVER TOP CONCRETE MANHOLE BASE. COMPACTED BASE MATERIAL COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. 0 0 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM • STANDARD ECCENTRIC TO THE REQUIREMENTS OF ASTM C-443. 36" CONE j/ LLI 24-3/4" N LA 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO MANHOLE STEPS SEE 1/2" GRADE 60 REINFORCEMENT j .., MANHOLE SHALL BE WATERTIGHT. • STD DRAWING NO. 100 7/8" ', ' ' " ` ` ' 0_ 0_ 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL • 1 � '_'-/- REQUIRE A MANHOLE AND CHANNEL DETAIL. 48" MINIMUM z POURED 22 1/2 zQ p 9 48" MINIMUM 11 m Q 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES IN PLACE NOTES: 27" SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL 1 r w DETAIL. z MANHOLE SECTION '♦ ALL STEPS SHALL CONFORM TO I 25" I m (VARIABLE HEIGHT) ' • 5 3/4" THE REQUIREMENTS OF ASTM V) 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) y ' �. C 478. MANHOLE WALL BETWEEN PIPE BREAKOUTS AS o z �' • ' co MEASURED ON THE INSIDE FACE OF THE MANHOLE. O -� 5" MINIMUM d . ,/ ilk r .7 ♦ 2. MANHOLE STEPS MUST BE ' 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM w PIPE .' TIGHT AND FIRMLY EMBEDDED. 1/ AND 4" MAXIMUM CLEAR OF PIPE WALL. LD. 6" MINIMUM AND 1,IIII�I�IIIII,�_ t , ' • 5" MINIMUM • 24" MAXIMUM OVERLAP A. ••d.• 3. ALL STEPS WITHIN A MANHOLE 3" 3" 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF \-MANHOLE SHALL BE GF THE SAME 12" FOR SANITARY CONNECTION AND 48" FOR STORM STEPS SEE °' ? , :,..&•.. .1 :: • ''. • •• ' • '' ,.a"+,: CONNECTION. STD DRAWING N0. 100 12" MINIMUM OF 3/4" 0" ''. �° CONSTRUCT CHANNEL AND ;�♦ DESIGN, TYPE, AND SIZE. - COMPACTED BASE MATERIAL .a • '4.;.' �,a:'•� ' . 2" MINIMUM SHELF IN FIELD ' ' 12: 23' 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND colvsTRucT a � d (MIXING OF UNMATCHED STEPS COVER SHALL BE USED IN ALL EASEMENT AND OFF CHANNEL AND MIN • •• 8 MINIMUM CON •RFTE d: 24-1/2 IS NOT PERMITTED). STREET AREAS. SEE STD DRAWING 130. • 12" SHELF IN FIELD •:'iL'•}}•$�i i•r rw, :?r'S*1 • ' • 31"•�•- - 4. STEPS ADJUSTED OR ADDED PIPE ,a, a � h ��J • •r -; SMOOTH FINAL CHANNEL TO ► ► r ' . . 3/4 VERTICAL HEIGHT OF PIPE �d•I,IIII�I�III�I.�_ SHALL BE EPDXIED N HOLES SECTION VIEW 1 I.D. '•A1011M1 . ,�-,`4110-1 v s �,�--. Y ':�" ' AFTER VACUUM TESTING THAT ARE FREE OF MOISTURE . . a • AND DEBRIS. (EPDXY TO MEET 11111111. ASTM C881). NOTES: EEO° - - ":e, , NOTES: 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. WATERTIGHT SEAL. SEE NOTE 4 �/ SMOOTH FINISH 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. , • , , ., • , ,��� j. CHANNEL TO ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. s a- • s • r y ♦ DRAWING NO. 010. 3-3 8" FOR PLASTIC 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ' ;" 3 4 VERTICAL / • �. HEIGHT OF SAFETY STEP 5. 1/2" PICKHOLE IN LID FOR LIFTING HOOK. 2" MINIMUM OF 3/4" 0" COMPACTED w �.-- �_S + �.� ' 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH .• �• ..• •. PIPE BASE MATERIAL _ � OF 3000 PSI AND A SLUMP OF 2" TO 4". PR - CAST PCR -D I \ PLAC- SUBURBA\ AND STA\ DAD •STA \ DARD ✓ A \ 0L - - IVANHOLE STEP IVANHOLE FAME AND COVES \� C1eanWaterr Services V A \ - 0 S A\ - C1eanWater Services C1eanWaterr Services C1eanWaterr Services DRAWINC NO. 010 REVISED 10-31-19 DRAWING NO. 020 REVISED 10-31-19 DRA':NI\C 1\O. 133 REVISED 10-31-19 GROW NG NO. 0 SANTA Y REVISED 10-31-19 WATERTIGHT MANHOLE SING 3.79" CLASS "B" CLASS "A" - Q� 3'79 ENCAPSULATED WATERTIGHT SEAL /\_ `^� RUBBER GASKET \ USING NON-SHRINKING V ,,:.• SURFACE RESTORATION A A GROUT. Z- AS SPECIFIED ��/ `�� 0.67• _ i FRAME WILL BE ATTACHED TO THE "' SEE STD MOUND EXCESS NATIVE MATERIAL �r �� MANHOLE TOP/ CONE SECTION BY USING A DRAWING 600 OVER TRENCH TO ALLOW FOR TACK ALL EXPOSED MATERIAL. "RED HEAD" ANCHOR (OR EQUAL) THAT IS PVC CUT ASPHALT SETTLEMENT PATCH AC TO GREATER OF 3" A MIN 1-1/4" O.D. W/S. STEEL WASHER PIPE 1,4 I C • ONSTRUCT CHANNEL DETAIL _�I-lll-I THICKNESS OR EXISTING. 11 // 3/32" THICK. IF GRADE RINGS NEED TO BE AND MIN 12' SHELF IN - ���` - - - - W + 24" MIN. INSTALLED A HOLE WILL BE CORED / FIELD, 1••/FT SLOPE a 1I III 12" MIN. 12" MIN. �� - - - - III _ SAWCUT EXISTING AC o c THROUGH THE RING SO THE BOLT CAN BE \ a a I-III-III-IV 111 1I1,,, • �/ ATTACHED TO TOP SECTION. a a �\ III III = ' WATERTIGHT SEAL �, I III 1 11 1I II �o SANDED BELL USING NON-SHRINKING \ - - - - -I I` \ -I INTEGRATED FITTING GROUT. � ; . 111111-1111111111- a \ -III-i 12" NATIVE TOP SOIL 26" Nis GASKET ON 5' MINIMUM I a H I I 111-111-� \ \\\ 11 -I 1' IF TOP SOIL EXISTED COVER & FRAME "' I11- -111-111- 95% COMPACTION /90% COMPACTION 1- PRIOR TO EXCAVATION.PIPE . / \i ID �, =111 a WITHIN 36" OF 7\ 111-111- SURFACE \ 1- (1 v CSP a a 1 1 a \ / 111- UNDISTURBED ° 'a° a s II I 1 1 '4„ 4.125• L/ PVC SANDED BELL D.LP - . 8 e I- 4 / -II EARTH a l 44 I I 1 907 COMPACTION / NATIVE 111 24 1/4" 1 Imo/ a �J UNDISTURBED 11 1 -� EARTH BELOW 36"OF o 1 MATERIAL i a a. Fe ,a• SURFACE / \ 1 �i _ q • : \ H 37" SEE BOLT BOLT-DOWN , $ a.. :. , a 6„ MIN. 4 p / 1T1 SECTION A-A DOWN L// (- DETAIL D E TAIL 11.:11,111.:4�A♦ SI'• �,-• •�A� � 11P'• 1P-1 Irl •.Ir1 QP-• • • *• DEPTH 3/4" - 0 CRUSHED / / 1111 1 • 1 •,1 • 1 •. 1 • . • • • 1 •1 1 .. . i.1 • • 6. . • . VARIES ROCK / / 11 EXISTING / 3/4" 0 NOTES: • 1 i.1 • • i • • • • • • • i • 1 • 1'l_1 • • i 1 • 1'iit_ ✓ CRUSHED ROCK -•_.::e.:i,• • • •� • • •. 1 • • •"1 1 • ♦?.• • • •i 1 . 1.1,• ° BASE ROCK a / 1. COMPOSITE WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREETi!1 • 1 i- 1 i.1 • • i i • - 1 • • i • 1 • i i" /\ 4 Q AREAS. KOR-N-BAND \ -------------- _o. -------------------- -..,,d,-1_•- •_-_ a I. // INTERNAL SMOOTH FINISH CHANNEL 1 2. THE WATERTIGHT MANHOLE COVER FRAME SHALL BE GMI 2600 SERIES COMPOSITE FRAME AND COVER MANUFACTURED BY e a TO 3/4 VERTICAL HEIGHT a a TITUS INDUSTRIAL GROUP, INC. OR ITS EQUAL. STAINLESS OF PIPE , ° as STEEL BAND 3/4" 0 CRUSHED -t- 3. THE LOCKING MECHANISM SHALL BE A TWISTLIFT® MANUFACTURED BY TITUS INDUSTRIAL GROUP, INC.OR ITS EQUAL. 12" MINIMUM OF 3 4"-0" a 1/2 PIPE TPIPE _ f� / ROCK PIPE ZONE ice• •!� • .• ,•�• itCOMPACTED BASE ROCK a 0.0. PLUS 6"4. THE TWISTLIFT COMPOSITE ACCESS COVER LOCK IS DESIGNED ASA SECURITY BOLT REQUIRING A SPECIAL TOOL TO OPERATE a 4THE QUARTER TURN BOLT AND LIFT THE COVER FROM THE FRAME. IT FUNCTIONS WITH EITHER THE STANDARD CAM LOCK INTERCEPT = ' a a _• •q; �! �''�s• 4 ZONE QUARTER TURN PADDLE, OR THE EXTENDED 'SURCHARGE' PADDLE. PIPE = ��/ 1III1-1141;;;;;;;;;;;:tio . R;degra•C•�•G� sir - �.Ii .w5. THE BOLT SHALL BE MACHINED FROM 316 STAINLESS STEEL. -'= • ! •-•-•-•- • '• •2� y • •�J2WATERTIGHT SEAL 3/4"-0 I • - '• '• • .•- ,, • •4•,• 6. THE BOLT FEATURES A DOMED HEAD WITH 3 EQUALLY SPACED 'J' SLOTS RUNNING HORIZONTALLY AROUND THE BOLT HEAD. I \ USING NON-SHRINKING PIPE BEDDINGf 111 -•-•-•-•-•-4-•-•_•_•_• BEDDING GROUT. 1,1,-,„„„.,„„,,,,,,,„,.„,..„,,...,.„,....,,„, 1 1 1 �- �_ • s. ^ s . ` s H 1 1 1 1-I 1- i �e� �••11404. 7. STANDARD BOLT SIZES ARE 14 MM COARSE THREAD WITH A FLAT MACHINED ON TWO SIDES TO ENGAGE PADDLE. FLEXIBLE . . . . s :. 111 111111=,, , z� -I . � IL•_�_. 111 111 �� '� - 111 111-111- I CONNECTOR . v 2 -. ' 8. THE PADDLE IS DIE CAST FROM 304 STAINLESS STEEL AND ALSO AVAILABLE IN BOTH STANDARD CAM LOCK DESIGN, OR e 111 EXTENDED SURCHARGE CONFIGURATION. =111-111111-111- 111- -111-111- 111- 11_ 111 111-1 I -I I 11 I 111 111-I I I-I 11, 111111-1 I( RIBBED111111111111111i -111. -1I1= =I11 III- TRENCH STABILIZATION: NOTE: 9. THE BOLT AND PADDLE WILL BE ASSEMBLED USING TWO STAINLESS STEEL 14 MM NUT'S, THE BOTTOM NUT IS A STANDARD PIPE IF REQUIRED, TRENCH STABILIZATION NUT THAT WILL BE TORQUE TO 35 FT. LBS. TO GIVE THE DESIRED TENSION ON THE BOLT. A SECOND NYLOCKTM LOCK NUT IS KOR-N-SEAL BOOT 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. USED AS A JAM NUT, AND TORQUE TO 90 FT. LBS. STAINLESS STEEL WASHERS ARE USED TO PROVIDE CONSISTENT TURNING -/ 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT RESISTANCE. OF BEDDING MATERIAL. 2. SEE STD. DRAWING NO. 590 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. 10. A 5/16 STAINLESS STEEL SET SCREW, SET IN A THREADED HOLE IN THE COVER PROVIDES FOR A STOP AT 1/4 TURN OF NOTES: GASKETS OPERATION. NOTE: 1. ALL PRE-CAST MANHOLE SECTIONS SHALL 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 11. THE BOLT WILL BE OPERATED BY MEANS OFA SPECIALLY MADE OPENING KEY CONSISTING OFA SPECIAL SOCKET ATTACHED CONFORM TO THE REQUIREMENTS OF ASTM 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TOA MINIMUM NECESSARY TO TO A 'T' HANDLE USED TO BOTH TURN THE BOLT, AND LIFT OUT THE COVER. C-478 AND APPLICABLE PROVISIONS OF INSTALL THE PIPE IN A SAFE MANNER. STANDARD DRAWING NO. 010. 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX 12. ONE SET OF REPLACEMENT OPENING KEYS WILL BE PROVIDED TO CLEAN WATER SERVICES AT TIME OF INSTALLATION. 2. ALTERNATE METHODS TO BE APPROVED BY INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. CITY/DISTRICT. RIBBED PIPE WITH GASKETS 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING 13. THE BOLT HEAD IS PROTECTED BY A WEATHER RESISTANT PLASTIC DEBRIS CAP. THE CAP IS INCLUDED WITH EACH LOCK. 3. BOOTS TO BE SIZED PER MANUFACTURER'S OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. RECOMMENDATIONS/SPECIFICATIONS. 14. SEE LOCAL JURISDICTION REQUIREMENTS FOR USE IN TRAFFIC AREAS. WATERTIGHT VANHOLE VA\ HOLE CO\ \ ECTIONS TRE\ CH BACKFILL T- CUT F AVE AND COVE C1eanWater Services CleanWabn Services DETAILS C1eanWateer Services ASPHALT DETAILS C1eanWateer Services DRAWING NO. 130 REVISED 10-31-19 DRAWING NO. 030 REVISED 10-31-19 DRAWING NO. 590 REVISED 10-31-19 DRAWING NO. 600 REVISED 10-31-19 DESIGNED BY m1 D.E. APPROVAL MF TIGARD APPROVAL: Eo PRO, CITY OF TIGARD/ .��' Fs CONSTRUCTED BY 10350 SW GREENBURG RD �� �G�NEc� so CO \ STRCT CAD BY m CONST. APPROVAL CLEAN WATER SERVICES A BBAB D B G \ �0 , O \ PROJECT COMPLETED �. TIGARD OR 97223 /�/�- 9/' iS, r , SHEET N0. MAP CORRECTED BY CHECKED BY r ml OREGON✓ q Dh TALS PW2.0 CHECKED BY •0 W 0 R /C �/ �qiy/� 13, 7(PQjPS� NO. DATE DESCRIPTION APPD. M A. Ae' REVISIONS SEWER ALIGNMNENT IEXPIRES:12/31/2023 A 1 I I -r-- ' A 0 o C 4 ILIIIIIIIIIIMIPV I - "B" 0 �� z """'�•.,, 11 GAUGE(.1196") � I DROP PIPE I ��� DIAMETER / ''.,,� DROP BOWL TOP VIEW DROP BOWL FRONT VIEW 304 STAINLESS STEEL _ --I / ��'''I B I DROP BOWL MOUNTS TO WALL /� ''',' WITH RELINER STAINLESS STEEL / HOOD ANCHOR BOLT ASSEMBLIES / DIAMETER VARIES INSIDE DROP SYSTEM by RELINER®/ Duran Inc. HOOD BOLTS TO DROP i C DROP BOWL BOWL WITH INCLUDED AVAILABLE FOR STAINLESS STEEL BOLTS �� 1.5"-36"PIPE �, INSTALLATION INSTRUCTIONS // 1.Select Drop Bowl of size appropriate to flow rate and pipe diameter. INCOMING PIPE / (Examples:The"A"Bowl with 4"outlet will service up through full 6"inlets.The"A"Bowl with 6"outlet 1 / SLOTTED LEGS will service up through full 8"inlets.Can be used for 10"&12"inlet moderate flows. RELINER - The"B"Bowl with 8"outlet will service up through full 10"inlets.The"B"Bowl with 10"outlet will service up DROP PIPE I AVAILABLE FOR ALL SIZE DROP BOWL • LEG DIMENSIONS RE-ORIENT FOR through full 12"inlets.Can be used for 15"and 16"moderate flows.Larger sizes and flat configurations are DIAMETER VARY \ ADJUSTABILITY also available)A pipe downsize is possible in most applications. DROP BOWLS a / FLEXIBLE PIPE r 2a.Trim incoming pipe so that only 2"maximum protrudes into manhole. DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD I COUPLER �� 2b.For improved flow control,cut a"V"shaped notch at bottom edge of incoming pipe. DROP BOWL SELECTION CHART RELINER STAINLESS 0 ZI��������t�t���INSMINNOMMINWA����M W w 3.Center Drop Bowl directly under incoming pipe,allow approximately 1"clearance between STEEL PIPE SUPPORT a — (D pipe and bowl. DROP PIPE DIAMETER BRACKET @ 4'SPACING „A„ �; ")8k" 4.Attach Drop Bowl to manhole wall with 3/8"diameter stainless steel anchors(See following MIN.OF 2 PER DROP) ° I I � Oinstructions). FLAT WALL 4'DIA MANHOLE ( . NOTE:A&B Bowls are best installed with(4)3/8"expansion anchors 10" B1OFDB B1ODB DROP PIPE • vm, 07;A om, NOTE:24&30 Bowls are best installed with(6)3/8"expansion anchors - 22.00" - J NOTE:36&48 Bowls require(8)&(10)respectively 3"Wedge Anchors-see install RELINER STAINLESS N.4, I I VARIESother side on the ide STEEL PIPE SUPPORT 18.00" { NOTE:Fiberglass Manhole Installation Requires Special bolts111111_see install instructions on BRACKET SLOT FOR the other side BEND AT OUTLET B - B' TOP VIEW ANCHOR (1)Drill a 3/4"hole into the base material to the required depth(approximately 1-1/4" "B" BOLTS deep.) WIDTH (2)Blow the hole clean of dust and other material. 1.5"(1.5"-10"BRACKETS) (3)Insert the anchor into the hole(Lead shield out). DROP BOWL DIMENSIONS ° TT" 2.0"(12"-16"BRACKETS) (4)Position a setting tool or a 9/16 socket against the anchor outer cone.(The outer rim MADE IN U.S.A. 3.0"(18"-24"BRACKETS) r- _ of the tool or socket should seat onto the lead shield rim.) DROP PIPE DIAMETER ANCHOR BOLT U.S.PAT.#6074130 4.0"(27"-36"BRACKETS) L r..T -1 .-_1 (5)Using the tool or socket,set the anchor by driving the lead sleeve over the cone SERIES WIDTH"A" DEPTH"B" HEIGHT"C" QUANTITY&TYPE �������1%4411���11111111111����11����1111����111111�����������������������D������m� using several sharp hammer blows.(Be sure the anchor is at the required B10 I 10" 18" I 13.5" I 11.5" I 4-1"TAMP-IN r.:_.—. .� :_ embedment depth.) a I (6)Position the fixture,insert screw or bolt and tighten. DROP BOWLS ARE FABRICATED IN + 1.50" 5.Cut and mount drop pipe of diameter appropriate to Drop Bowl size and flow using MARINE GRADE FIBERGLASS AND FINISHED IN BRIGHT I 1 RELINER adjustable stainless-steel clamping brackets.Use a minimum of 2 brackets with a WHITE GEL COAT. TYPICAL INSTALLATION 2.00"- 10.00" 1.50" I- 10.00" maximum spacing of 4 feet(RELINER clamping brackets will adjust to allow droppipe to 3/8"DIAMETER STAINLESS p 9 p 9 p p "B-10"DROP BOWL maintain correct stand off from wall.Must use appropriate brackets for drop pipe type) USE STAINLESS STEEL PIPE BRACKETS TO RELINER / DURAN, INC. STEEL PINCH BOLT 6.Connection from Drop Bowl to drop pipe shall be by flexible external pipe connector SUPPORT DROP PIPE.EXTERNAL PIPE COUPLER f (B-10 SIZED TO FIT AROUND 12"CONCRETE PIPE INLET) 'A-A' ("Fernco"recommended.) REQUIRED.PROVIDE SWEEP AT DROP PIPE OUTLET. 9 MATTHEWS DRIVE, UNIT A1/A2 RELINER / D U RAN, INC. 7.Install appropriate pipe elbow to provide smooth transition into channel flow.(We EAST HADDAM, CT 06423 53 MT.ARCHER ROAD,LYME, CT.06371 recommend a 45-degree elbow.) (800)508-6001 FAX:(877)434-3197 RELINER/ DURAN, INC. (800)508-6001 FAX:(877)434-3197 Our Drop Bowl warranty is void if the drop pipe is not installed with the correct RELINER pipe WWW.RELINER.COM 53 MT.ARCHER ROAD,LYME,CT.06371 SPECIFICATIONS: support brackets as these brackets fully support the drop pipe and hold it off the wall the correct THE"B-10"BOWL WILL SERVICE UP THROUGH (800)508-6001 FAX:(860)434-3195 WWW.RELINER.COM distance.(see#5 above) DESCRIPTION DATE SCALE FULL 12"INLET.CAN BE USED FOR 15"AND 16"INLET DESCRIPTION DATE SCALE 1)CLAMP AND BRACKETS ARE TYPE 304 OPTIONAL DROP BOWL INSTALLATION ANCHORS--These parts are shipped assembled. SANITARY MODERATE FLOWS.ALL SIZES ARE FOR RETROFIT OR STAINLESS STEEL, 11 GAUGE (.1196"). DESCRIPTION DATE SCALE 3/8 X 1"X 16 18-8 stainless hex cap screw full thread 2/22/21 NONE 08/09/00 NONE NEW CONSTRUCTION.FABRICATED IN MARINE GRADE B-10 2 3/$" 0 PINCH BOLT AND NUTS ARE TYPE STAINLESS STEEL 6/10/16 NONE 3/8 18-8 stainless washers MANHOLE INSIDE DRAWING NUMBER FIBERGLASS AND FINISHED IN BRIGHT WHITE GEL COAT. DRAWING NUMBER ) 3/8 16 x 1-1/4 lead tam In expansion anchors DROP BOWLS ADJUSTABLE DRAWING NUMBER tamp-in DROP BOWL DB-1 BDB 18-8 STAINLESS STEEL. CLAMPING BRACKETS BRACKET RELINER®products are proudly manufactured in the USA DESIGNED BY N D.E. APPROVAL MF TIGARD APPROVAL: Eo PROA- L.,, CITY OF TIGARD/ . Fs CONSTRUCTED BY �'10350 SW GREENBURG RD �G1 1:1 so \ / CAD BY U CONST. APPROVAL TIGARD, OR 97223 CLEAN WATER SERVICES g B B A S D G `�� 8229' D R O P BOWL V 0 PROJECT COMPLETED o MAP CORRECTED BY CHECKED BY 0° OREGON SHEET�/N�O�. CHECKED BY c=i °n. I320�Q �jD TA 0 V 6 P V V 2. 1 W0R /C -�ti, ( \ ') NO. DATE DESCRIPTION APPD. M A• A REVISIONS SEWER ALIGNMNENT XPIRES:12/31/2023 (E) SS MH SS35B021 RIM ELE = 191.10 --- XSS -�---- XSS XSS XSS X`'-C XSS XSS V' SW GREENBURG ROAD FOR FURTHER INFORMATION NOTES: ON DESIGN CRITERIA SEE 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES, PRACTICES, CHAPTER 4 O CLEAN WATER SERVICES EROSION PREVENTION --STM CU:: INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY AND SEDIMENT CONTROL SN -- DRIVEWAY (� INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. PLANNING AND DESIGN MANUAL. - wlss �- CONCRETE SIDEWALK "� CONCRETE SIDEWALK 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH --- - MAY 31ST EACH YEAR. 0, N .`� A N 14°L1 2] E 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. "° - �, MAY BE USED SHORT TERM W / UTILITY 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL WORK AND W / PHASING OF DEVELOPMENT TIGHT TO CURB76 R TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF �` w N c,o EXPOSED SOIL IS ESTABLISHED. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. q N 16.0°:'Se" E 32.26'_--_ \ 1 _ 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE ''` EXTRUDE. U•N SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM FLOW ► N) MFS,-3 CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE 'IM EL = 195.04 PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. t' ♦♦ 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. J ♦♦ L ♦ CATCH BASIN -- 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE D - EXTRA ♦♦ ONSTRUCTION BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. �A ''♦ FENCE 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50% y ....vv. i AND AT COMPLETION OF PROJECT. x`•OVVrOM0MogoMMAx4.44+,4:`1 5" of of . +# .i of �.�L of oi- N ...I...I.. ....I...I..�....I...I..�....I...I..�....I...•..�...N...I..�... `•L: 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. �`�i�.�`�i��, I;@1,1;1:1;'` ��.��oi�.��oi�4+ei • , +#4.4.i�,• , : FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER ..,1111 v, SERVICES EROSION PREVENTION ' * 12" 12" 1. VAINOUT 7/401.1121 MAL vi •moi, ;;;....;.❖.....;.❖......;o., ..�..�<..�..�<.. AND SEDIMENT CONTROL / SFFSLOPE TO DRAIN BACK TO WASHE N > ¢ ¢ a ,�, -•-•-•-•----- •= -- .:, ;• PLANNING AND DESIGN MANUAL. ( Q OTWORM= 7O X1101 ASIAN J �, ❖.•....,.,.,.,, ,,.,.,.,.,.,.... / S FSIIOLONO QA'A01Y 1 A INNEI IN AT = x 1- J ~ ..❖•...❖•;: ..❖❖.a:•< ,,,,,,,,,,,,,;y� •F��GG00. F MICOOMD 07 1� Na�i r W M 1 �� N a z id i' o oa m `\G% eP`11F� P �' �R 4/ 4/J W O W J K r\S�\ Ck C ..Q I - N .0A-,, Z. Nlafr FA�f�i Nr OE Oa1TAN1 v, w 'n a a <n i F vs-. 4 ; �, o •• Q• ,4/ F'A��3 Nr w ti v o o m a D r (031JIO3dS SV) O5 . . .; p":.� ' 4 a CF OE MD WADY RR _IRIF— - J a o x ~LA La 13 i. I D ' ' p ' a. Q ° N U Ii • IMPERVIOUS RUN OUT AREA; DIRECTION OF TRAVEL FULL. A UN PIM wE SNIT R MI _ _ w o z a ~ o ~ "0-,9 Ol „0-,ti D v e +I �' J zLi % d•' Q ° ' ' GRADE TO DRAIN TO WASH % .' .' .' �. ti :rz- ti 1 ii'i� 7o 4,4, �. . .�. a w ~ _ / 1......� f•��%%i2,.-..,,,,.:, moi. p ' 4.. . d• •Q. aI -III I ~ N Z W fn ; AAq1-.:,.,.,r. D .pacci< QA'AaTY 1M�NEI A10 0lOE : a ¢ w o r 0-• p �i�i�i�i�i�i, ' > ti j a x id a j I �j- - L I t ...a 0 RADIUS = 25' MIN. .a:.a. r a . o • p, ' or �! R YAWL N All = = -�• ¢ o z ~ L AMMO WINER =IIII a"'iru''u Itlerf�' �' �' �' �' .... m ° , Alii7T.AliLI m a w w a w a �. i�j`♦QQQQ.�.�j♦jQ�♦♦j• 1 z 'D F� 4. 1011Pavart00110.112 NNT _ 1=°=°=°_ iadria riadriadria rite: a m, Li Z Li i z o J U i—ICICCCICI.I:� i�00.!OO N �i���0�1 ♦ F SEE NOTE 5 FOR APPROVED ROCK pJ6 pF GRA ss FA01I113 s s LOOMED A -III I W ;::: ❖,!;... i.❖.•4• o ... w Q �,.��,.��,.��,.��,.��,.�. .a '� w a z ec a ... .o.❖,1:....•..... .:I '%'% '%✓ i'...♦� ~� ��.♦.♦.1 N a ��� SI 50'(MIN.) 9' 16'(MIN.) 12' MN= 07 00 rr mom �'�'�'�'�'�',� a o ce w f i . ...•1 z v S • E vi o H ca ti o w i I.�.�.�.♦.♦.♦r �.�.♦.♦.♦.1 F Z G�� AIMS E =I �i�i�i�i�i�i a o w z f ~ ~ o r' i�.❖••ii♦,��❖iiii1 U m cn SUBGRADE REINFORCEMENT �� P* NOUN �� �� :111 1=:.41_1���!1 el:,...tT 7� w u� a, a a o ¢ %. ♦.....:.••.....1 w o F'A��S A� � N�NZ - 1, .�, . z ti LI ti a z ti > ; I.Ii�00000'0•:* cn o: 0 GEOTEXTILE, AS REQUIRED P�� :I ,�:: ti`I X o •a 11 N U i. 1'.�.�•�•���`:�1i Lu •.�•�•�•�•� Z iv 8" MIN. IL CONCISE NNR FACa111Es =IIII -111111-111111-111111-111111-11 II= N a a W m ❖:�:•o :•�2❖:•:1 DEPTH PLAN VIEW MALL OE oo11�INa1ED MDCC m ¢ .. ,. ~ ..•...1 Nom/ N Z J PO 17 W vi m ,1 %. 1♦.�♦.. H¢ .•�,♦.1� N /������� SUPFICEIT ~ 2 W W W A N Z % W_ 1 ♦1�♦.♦.♦N..�.�.♦♦♦.♦1 w ■ ~ vi ca ca ca' o J i. w I//A. .♦.♦. .,.�.♦.`,•♦1 Pi w a Z / U 1.G���� �����♦i �/L.I/i AL MID A� N ,�, z ow o oa z J o a o a ��IIII �� j. GRAVEL CONSTRUCTION BY TAN RA01(� • �� W J a a a a ti v a w ' ' x N CURB RAMP allitAt ~ a a I- (/) w U Nw N r�___I�.___ �7 j ENTRANCE 0 ni ri v tri o N Z L %. ¢ a����������.VS 7 �����1. •// �� Iii*i00�U PAVEMENT -CONTRACTOR TO PROVIDE O. BOWL OONONEE WAINOIff SON IMMO JO FEET 07 GARY - I. ••v m Z��.❖.•1 . 1 i /y�y � MINOUT MAIM ��:•••.•..•....::•••• , . �.�,�¢¢��.�.�•�•I ♦ Z d i DIRECTION OF TRAVEL WATER SUPPLY TO MAINTAIN • �� i••..1 c e c41 • 12" OF WATER AT ALL TIMES F 3a (031dIO3dS SV) i' :�:�:�i0•�:�:�:�•1 • U 7. �lp1ARY NN1= k ¢� N ~ I- -II- i' OOi'�!00000�� v / � � / / //////// //\/q• MAT A FAwcA� N o "o-,s of "o-,� "o-,� '� �, •:�%�:�:� :�i Z /\\/\/\/\/\/\/\/\/\/\/ / / OOITArEt 'MAT IS E MD E CC CC CC CC a a . .........•...000• :,. .,.,.,.,. :•:,�i i. . 0�00��******44•4 ;000� oce \j\j\ \ \ \\\\\\\\\\\/\\/ p e D •g ��� W ¢ ¢ ¢ ¢Y Z vvvvv..vvvvvv.: • i`/ ♦ /r•••••••••1 • �\ \ \ \ \ a '. n '"�!