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HomeMy WebLinkAboutTri County Center & Dartmouth Street LID & CIP, Phase 2 r-- M est CONSTRUCTION NOTES - o a t0 ___ ....., I . . .. 1 11 SAV 1 . © z u , c, , . . , 0 ..„ , ,.. w Z GENERAL, NOTES OF CHRISTENSEN ENGINEERING, INC. }„� o STREET' AND STRUCTURAL FILLS:S� , . .. ) . . ., 1!) 0V0 litV, 04 4 0 . �, 1. ALL WORK TO CONFORM TO THE LATEST EDITION OF THE CITY OF TIGARD, 1. THIS PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 0 cn Z W ra WASHINGTON COUNTY, THE UNIFIED SEWER AGENCY, OR OREGON CHAPTER A.P.W.A. EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION W N to STANDARDS AND SPECIFICATIONS, AND THE CONTRACT SPECIAL OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE _ ` CONSTRUCTION-DEVELOPMENT PLAN SET. w 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. TAX. MAP NO. ISi 3CI z 4 THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, W 42 2. THE CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTIONW m PROVISIONS. AT ANY TIME. o 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS VP4 z .- W REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT PREPARED ) -, , 0 3. ALL EXISTING FACILITIES TO 8E MAINTAINED IN PLACE BY THE CORRECTIVE ACTION, AT ANY TIME. O CONTRACTOR, UNLESS OTHERWISE SHOWN OR DIRECTED. THE 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS 0. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, TO BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS MAINTAIN, AND PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" INDEX OF DRAWINGS Z W INDEX ALL TIMES DURING CONSTRUCTION. LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM EXISTING SANITARY SEWER LINE Z TRI DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. . couNTy CENTER C EXISTING STORM DRAIN LINE 14. THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ON THE a 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33 OF THE UNIFORM BUILDING SHEET a . PLANS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED SHEET 1 TITLE i J H E E T ' is � EXISTING WATER LINE q THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR THE BY BENCHING INTO TO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE 1 ,. EXISTING SANITARY SEWER MANHOLE t J COMPLETENESS OF SUCH RECORDS. THE CONTRACTOR SHALL FIELD VERIFY BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE SHEET T STREET PLAN _. LOCATIONS OF ALL EXISTING UTILITIES. PRIOR TO DIGGING, THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LAYING NONWOVEN FILTER 1 L 1J FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING EXISTING CATCH BASIN CONTRACTOR SHALL CALL FOR UTILITY LOCATE AT (503) 246-6699. BENCH, THEN PLACING A SIX INCH LAYER OF 1 1/2"- 0" DRAIN ROCK, AND SHEET c7 - 5 STREET PROFILES i I ` 4' FINALLY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC �] t EXISTING STORM DRAIN MANHOLE 0) SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO \ ! �J' ' 5. CONTRACTOR SHALL MAINTAIN TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH SHEET 6 GRADING & EROSION _CONTROL R 1 f'.. a • �._ - EXIST4NG WATER VALVE A.I, �`} LOCAL AND EMERGENCY ACCESS WHEN CLOSING S.W. 72nd AVE. AT ALL TIMES. 8 INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASTHO T-180 O L PLAN r�`��Sil2'64'�`� N NENSITY. TOR SILL SLOMAT SHALL NCOT EXCEED 2:1 AH FINIDASHED GRADE. 1 EXISTING FIRE HYDRANT z6. NO TREES GREATER THAN 6 INCHES IN DIAMETER SHALL BF REMOVED Nd ROCK OR SIMILAR MATERIAL EXCEEDING A 12 INCH DIAMETER SMALL1 BE ALLOWED IN THE STRUCTURAL FILL. HEET "7 UTILITY PLA E _._.__ _ - zoWITHOUT AUTHORIZATION BY THE CITY OF TIGARD. PRIOR TO0 CONSTRUCTION, A PHYSICAL BARRIER SHALL BE PLACED AND MAINTAINED 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS 8 72nd `J T SANITARY SEWER LINE �j �yoLi D COINCIDENTAL WITH THE DRIPLINES OF TREES NOT MARKED TO BE IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE SHEET f 2 n d AVE . UTILITY PROFILE 1 1 ! SANITARY SEWER MANHOLE ' �� REMOVED OF GREATER THAN 6 INCHES IN DIAMETER. THE NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. { � ,� loi 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S SHEET 9 STREET S LEI O T I'O 1`V r STORM DRAIN LINEct 7. NO CONSTRUCTION VEHICLES SHALL BE ALLOWED TO ACCESS OR DEPART REPORT/RECOMMENDATION CHANGES. THE SITE, EXCEPT VIA THE PROPOSED GRAVEL ENTRANCE, WITHOUT PRIOR APPROVAL �} T CATCH BASIN - CB, OSCB t J SHEET 1 V DETAILS SHEET 1 V © . 1 d STORM DRAIN MANHOLE OF THE CITY OF TIGARD, 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE , J CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS b CURB INLET 8. THE PARKING OF CONSTRUCTION VEHICLES SHALL BE LIMITED TO THE SITE FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW i3 CLEANOUT THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO SHEET DETAILSSHEET O . �r WATERBLOWO I ONLY, UNLESS OTHERWISE APPROVED BY THE CITY OF TIGARD. PROPERLY MITIGATED THE WATER ENCOUNTERED. �} b 4 �- WATER LINE 9. NO CONSTRUCTION MATERIALS SHALL BE PLACED OR STORED WITHIN THE PAVED 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. SHEET 12 STRIPING PLAN _ WATER VALVE RIGHT-OF-WAY OF DARTMOUTH STREET AND 72nd AVENUE . MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. - b PLAN ` WATER METER SHEET 13 STREET TREE PLANTING G PLA1 V THRUST BLOCK Z p _ FIRE HYDRANT - Um! 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SIGNW[ 0 i 1 STORM AND SANITARY NOTES SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER Td °o°a ° UTILITY POLE GENERAL CONDITIONS FOR THE CITY OF TIGARD: SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROVIDE FOR PROPER RIGHT-Of-ENTRY AND/OR EASEMENTS °fi° °°o PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR EDGE OF EXISTING PAVEMENT 1. ALL WORK AND MATERIALS TO CONFORM TO THE LATEST EDITION OF THE IMPACTED. THE CITY MAY Al' ANY TIME ORDER CORRECTIVE PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE TEMPORARY CONSTRUCTION DRIVEWAY Cril) CITY OF TIGARD OR OREGON CHAPTER A.P.W.A. STANDARDS AND 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE SPECIFICATIONS. IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR I , , ®1:171. STREET BARRICADE STREETS AND HIGHWAYS U.S. DEPT. OF TRANSPORTATION, DRAINAGE CONTROL. PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. OVERHEAD ELECTRIC 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES PRIOR TO E.H.A., 1988 ED. UTILITIES PRELOCATION REQ: OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID 32. BEFORE HOLDER PLACEMENT OF TH FINAL LIFT O ASPHALT, THOME LIGHT POLEz 2 STARTING CONSTRUCTION. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE 18PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OARPRE-ACCEPTANCE TELEPHONE RISER D N CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD A PRE ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER 0 3. ALL CONCRETE MANHOLES SHOWN ON THE PLANS ARE 48 INCHES MINIMUM SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY 952-001-0080. COPIES OF THE RULES MAY BE OBTAINED FROMT HE LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH -a" CONCRETE SURFACE CENTER BY CALLING (503) WELL - AS NOTED (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY 232-1987. IF YOU HAVE QUESTIONS ABOUT 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY STORM WATER DRAINAGE SURFACE DIAMETER AND CONFORM TO A.P.W.A. STANDARDS. MANHOLE EXTENSION OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF BRUSH/TREES RINGS SHALL BE LIMITED TO MAXIMUM OF TWELVE INCHES TOTAL AVAILABLE AT THE WORK AREA. CORRECTED AT THE PERMIT HOLDERS EXPENSE. FINAL LIFT. MONUMENT BOX N NOMMINII WETLANDSCi) t FENCE - AS NOTED 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH TIME, WITHOUT HARINGE OBTAINED WRITTEN APPROVAL ROCK OUTCROPPING TV,/ TOP OF WALL I 4. ALL BACKFILL IN THE RIGHT-OF-WAY SHALL COMPLY WITH THE CITY OF FROM THE CITY ENGINEER. EER.R. THE PERMIT HOLDER IS VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO . CD H TIGARD PUBLIC WORKS STANDARDS. RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). EROSION CONTROL NOTES: TB TOP OF BANK CE 4 TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF SERVICES (TIGARD POLICE DEFT„ TUALATIN FIRE & RESCUE) FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE A. GENERAL NOTES B. SEDIMENT FENCE NOTES 11 .° Pm." 5. SUBSEQUENT SE)I LEMENT OF THE FINISHED SURFACE WITHIN THE AND TO TRI-MET AND TIGARD SCHOOL DISTRICT. PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY WARRANTY PERIOD SHALL BE CONSIDERED TO BE A RESULT OF IMPROPER THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR COMPACTION AND SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL SHALL COORDINATE THE WORK WITH AFFECTED UTILITY 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS A NO EXPENSE TO THE OWNER, BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN ROLL CUT TO THE LENGTH OF THE THE BARRIER TO AVOID USE OF PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END AGENCIES. (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT RETENTION FACILITIES, UTILITIES, ETC.) SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH AMINIMUM 6. ALL SEWER LINES ARE TO BE AIR TESTED PER DIVISION II, SECTION 303.3.16 INITIATION OF CONSTRUCTION WORK. MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE z OF THE STANDARD SPECIFICATIONS. ALL MANHOLES THAT REQUIRED ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON POST, OR OVERLAP 2"X2" POSTS AND ATTACH AS SHOWN ON DETAIL. o 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, o a- HYDROSTATIC TESTING SHALL BE TESTED IN ACCORDANCE WITH A.P.W.A. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS DIVISION III, SECTION 303.3.15 OF THE STANDARD SPECIFICATION. ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL CONDITION, THE PERMIT HOLDER IS RESPONSIBLE FOR 3 , N SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL 2, THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE a UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PROSECUTION OF THE WORK. CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED 0 cs) co IS ESTABLISHED. A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THECC § 8 7. ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE GROUND A MINIMUM OF 24 INCHES. w O ACCOMMODATE OTHER UTILITIES AS REQUIRED. IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL z c c,-;„ o c7DSHALL BE EFFECTIVELY MAINTAINED. AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE w o `ter'. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF z fy TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING w ALLtl 8. P.V.C. SEWER PIPE SHALL CONFORM TO ASTM D3034, SDR 35 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE ¢y, p , ,-(-2 SPECIFICATIONS AND SHALL BE CLEARLY MARKED AS SUCH. DARKNESS, NOR BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE { �`"'J CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS INSTALLATION, SHALL BE BACKFILLED AND COMPACTED, ALONG THE FILE THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. EXPENSE. APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ENTIRE DISTURBED AREA. 1- SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY, w 9. ALL STORM PIPE SHALL BE EITHER PVC AS NOTED ABOVE OR CLASS 50 (D.I.P.) 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE AND SHALL CONFORM TO ASTM 3034 OR ANSI A21.50-1 SPECIFICATIONS. 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A $ ,.� M m FEET. MANUFACTURED STITCHED LOOPS FOR 2"X2" POST INSTALLATION. AP�� E F '' � �'T' PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO STITCHED LOOPS SHALL BE ON THE UPHILL SIDE OF THE SLOPED O ' '` 0a_9. IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE �T� a • D I THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A WATER STANDARDS. I L cn (DI AREA. a = WATER NOTES: TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC CERTIFICATION OF INSTALLATION COMPLIANCE (FORM 5. THE ESC FACILITIES SHOWN THIS PLAN ARE THE MINIMUM REQUIREMENTS 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE Y SAFETY. SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE `4., N 1. ALL ON SITE WATERLINE CONSTRUCTION AND ALL MATERIALS SHALL MEET ATTACHED). FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. i , T v -13 THE REQUIREMENTS OF THE TUALATIN VALLEY WATER DISTRICT. 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.U. TEST REPORT THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED DATE 0 v N STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT--LADEN BY _ 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE AND ONE SET OF AIR-TEST "AS-GUILTS" (OF EITHER OR BOTH 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY ) = Li PERMIT HOLDER SHALL CONTACT BRIAN RACER THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE WATER DO NOT LEAVE THE SITE. APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL OR AT 2. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AT THE CITY ENGINEERING DEPARTMENT w REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS AND SHALL COORDINATE WATERLINE INSTALLATION WITH OTHER (#639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE SHALL MADE IMMEDIATELY. UTILITIES. A PRECONSTRUCTION MEETING. APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT CONTINUED FUNCTIONING. 3. ALL WORK AND MATERIALS SHALL COMPLY WITH OREGON STATE HEALTH 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT) WET WEATHER MEASURES: �a ci c i c i �i DIVISION ADMINISTRATIVE RULES, CHAPTER 333, A.W.W.A. AND A.P.W.A. CITY'S INSPECTOR, MIKE WHITE/ MATT HARRELL, AT 639-4171 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND NOV. 1 THROUGH APRIL 30, STOCKPILE SHALL BE COVERED Y Y Y Y STANDARDS. 24 HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING WITH A 6 MIL POLYETHYLENE PLASTIC SHEETING. COVERING Li Li w LEi w w(24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE STORM EVENT. SHALL BE MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS a7 ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY 25. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE OR TIRES ON ROPES WITH MAX. 10 FOOT GRID. ALL SEAMS on - PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT 4. 6" PIPE AND LARGER SHALT BE DUCTILE IRON PIPE, CLASS 50 AND SHALL THE PERMIT. CONFORM TO ANSI/AWWA. 2" PIPE SHALL BE ASTM D 1785, SCHEDULE 40 HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO 8. THE ESC FACILITIES SHALL REMAIN IN PLACE AND BE MAINTAINED IN SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE r-, PVC, NSF APPROVED. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION GOOD CONDITION UNTIL ALL DISTURBED SOIL AREAS ARE PERMANENTLY SHALL BE AT LEAST 12-INCH OVERLAP OF ALL SEAMS. NO o OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE STABILIZED BY INSTALLATION AND ESTABLISHMENT OF LANDSCAPING, GRASS, /� ¢ a e a a �a RUNOFF SHALL BE ALLOWED UNDER PLASTIC COVERING. < 0 < < < < PROVIDED AT THE PERMIT HOLDERS EXPENSE. MULCHING, OR OTHERWISE COVERED AND PROTECTED FROM EROSION. Sr] s9w7 0 0 0 0 00 SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALLw 5. HYDRANTS SHALL CONFORM TO AWWA C-502 AND SHALL BE APPROVED BY CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY co THE TUALATIN SH WATER DISTRICT. AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO r o 0 0 0 0 PLAN AMENDMENTS AND TO THE CITY'S STANDARDS ANDEXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS ANDiff ' vi EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 6. ALL TEES, BENDS AND BLOW-OFF LOCATIONS 7b HAVE A POUREO-iN-PLACED CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE ,k Ei 0 5 0 5 o< CONCRETE THRUST BLOCK CONFORMING TO CHART SHOWN ON DETAIL SHEET C6. THE CITY, !N ADVANCE OF WORK PERFORMANCE. DOWNSTREAM SYSTEM. SATISFACTION. � c P 1 j tiii E a a� aU) avi aw a ce� 0 7. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 30" FROM FINISH GRADE. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE Ro �01 � i z z z z zin ins u�� cnca AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN THE PERMIT HOLDERS EXPENSE. BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE / PRa,JFC R4 o ,o , �,o �,o �'w rill 8. PIPE BEDDING SHALL BE AS PER A.P.W.A. DIVISION II, SECTION 301.2.02 AND CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL “U co 3 co F, a c, a v a o SHALL BE 3/4"-0" CRUSHED ROCK. OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. BE AVAILABLE AT THE WORK AREA. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR BEFORE AND AFTER THE CONCRETE ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN flJr. a' °7 Q1 �I rn rn s. csi tr) rn Lc) o cu 9. TRENCH BACKFILL SHALL BE "CLASS B" PER A.P.W.A. DIVISION II, SECTION PROPER FUNCTION OF THE PAD. ° II ' 0 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS lik p I I 4 I 301.2"048 IN ALL PAVED AREAS IN THE PROJECT. OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS HAS BEEN PLACED. �sr i4. ! N R. 00 STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, ___ �� --- o 0 0 IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM 1 0 10. ANY CROSSING OF THE WATER MAIN BY SANITARY SEWER SHALL BE MADE AT IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF-SITE, IP , APPROXIMATELY 90 DEGREES AND HAVE 18" OF VERTICAL CLEARANCE. ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO �! TO ACCOMPLISH CLEAN-UP. RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE L `� GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER L 0 1 g w 11. ALL MAINS TO BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM LOSS 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN CONSTRUCTION TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL ~ WRITING, OF ANY ALL ASSIGNMENT CHANGES. WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD Y OF 5 P51. CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED ANY/ALL MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY DRAIN THROUGH A SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE ,/� ;� W W W z TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO CONSTRUCTION SITE. / 12. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR ACCOMPLISH EFFECTIVE EROSION CONTROL. PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME ` �i i,.i m > a f TO DISINFECTION AND BACTERIOLOGICAL TESTING IN ACCORDANCE WITH co AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HYDROSEEDED �, } cn z o A.W.W.A. STANDARDS C601. f\ 1 6. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY o m Q o SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, AREAS UNTIL VEGETATION UPON THEM IS ESTABLISHED. ANY ADDITIONAL �� w BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY HYDROSEEDING NECESSARY TO ESTABLISH THE VEGETATION SHALL BE DONE `_ z z Y MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. BY THE CONTRACTOR. cn ¢ w m REPLACED, WITH LIKE KIND AND MATERIAL. S.W. aooaira Ro, 0 Li o o I _1 BENCH MARK DATA: / u`, 12. EROSION CONTROL MEASURES ARE A TEMPORARY MEASURE ONLY. THEY / l SITEcn cn BENCH MARK: SHALL BE INSTALLED, REPAIRED, OR REPLACED AT THE DIRECTION OF THE i I 2" BRASS DISK "CITY OF TIGARD P.L.S. 1856" HELD FOR ANGLE POINT IN PROJECT ENGINEER OR CITY INSPECTOR. DATE: 02/19/99 CENTERLINE S.W. 72ND AVENUE, ELEVATION 210.68' Vicinity Map PROJECT NO. 9.`rj0201 i WASHINGTON COUNTY BENCH MARK NO. 378 - A BRASS DISK MARKED APPROVAL � - P A L BOX Q Y 614 1968 ELEV. 255.397, SET IN CONCRETE CURB ON THE SOUTHWEST CORNER / DRAWING NO. 5302T�1TDWG a OF A CONCRETE BRIDGE IN THE ROADSIDE CURLING, ON 72 AVENUE NTS t OVER THE TIGARD FREEWAY (STATE HIGHWAY NO. 217). SHEET 1 /13 0_ I r en FD. 2" BRASS DISK S.W. 72ND AVENUE STA 10+00.00 = Go a ' "CITY OF TIGARD P.L.S. . EXTEND SIDEWALK TO CONFORM WITH DARTMOUTH STREET STA 24+72.85 r , y ��� aals 1856" HELD FOR ANGLE V '' EXIST. SIDEWALK AT COSTCO DRIVEWAY ® CONSTRUCT AIL. COMMERCIAL DRIVEWAY ENTRANCE PER DETAIL 2 � CONSTRUCT TEMPORARY AC DAM TO DIRECT DRAINAGE. POINT IN CENTERLINE ON SHEET 10. CONSTRUCT CL-CL MONUMENT BOX PER CITY OF TIGARD DETAILXI . S.W. 72ND AVENUE, Ai �►�� BEGIN PROJECT I REMOVE EXISTING CURB do GUTTER FROM 170 ON SHEET 10. - � ELEVATION 210.68' Q DARTMOUTH STREET STA 12+00 DARTMOUTH ST. CL sTA 12+OD TO STA 14+50 AND WIDEN STREET PAVEMENT GRAPHIC SCALEl : i'eN - ____ C q 00 . l I , \ \ SECTION 11' LEFT PER DTLS ON SHEET 9. N CL STA: 12+00, 40' R, BEGIN CONSTRUCTION OF 6' WIDE 22 ©Q '; , \ EXIST. INLET TO REMAIN. TEMPORARY A.C. SIDEWALK PER SECTION A-A ON THIS SHEET. 50 0 25 50 Sao 2ao -a le - - -___ t ,+ \ co.) CL STA 11+14.29 41.75' R, END CONSTRUCTION OF 6' WIDE 23+00 - 24+00 0 25+00 25+32.74 FUTURE STREET ^ tr:d 0 .:t / ►4 Q WIDEN 72nd AVE ON BOTH SIDES PER DTLS ON SHEET 9. TEMPORARY A.C. SIDEWALK PER SECTION A-A ON THIS SHEET. I I `I I + I+ I - PROVEMENTS }"� p 'I 0-- e 0 \ Q CONSTRUCT NEW SIDEWALK PER DETAIL 4 ON SHEET 10. ( IN FEET ) o c" / t 1 inch = 50 ft. ,1 Q 0 © Z L i" \ Q CONSTRUCT NEW CURB AND GUTTER PER DETAIL 7 ON SHEET 10. • ' _. �� - -� �-� �" °Q [�� 7 a �,+ \ CURVE NO RADIUS LENGTH DELTA BC ELEV. BC STA SC OFFSET 1/4 nl2 3/4o EC ELEV.::"64 - - GG50, 33LTO CL STA 15+fl0.28, 33L REMOVE EXISTING CURB AND- " 17202 13+7924 33.00 R 17217 17231 17246 56.79' R �' \ `, �'in / / •. i \ 2 25.00 36.35 83d 18 38' 174.83 14+83.38 33.00 R 174.61 174.38 174.16 173.94 14+61.03 55.64' R .�, \\ ° •` •.t v`,.�h. ICI ', / 0 \ \ \ 0 CL STA: 16+62.37, 17' L. BEGIN 10:1 AC TAPER. \ + \ � C A/ W \ Q CL STA 17+35.37, 10.81' L. END 10:1 AC TAPER. 25.00' 39.27' 89d59'50` 191.60 19+82.85 33.00' R 191.89 192.18 192.47 192.76 20+07.85 58.00' R RAMP PER DTL0 ti . 0I 4 PC. G %, •Q.7� N 0 25.00' 39.26' 89d58102` 195.12 20+84.92 33.00' R 194,79 194.46 194.13 193.80 20+59.92 57.99' R 5 iI x0 JD CL STA: 17+34.28, 19.74' R, END 6' WIDE A.C. SIDEWALK, RAMP 0 6:1 TO ON SHEET 10 TIr100 0 N EXISTING ROAD. 0 40.00 61.03' 87d25 05 207.56 24+03.00 33.00' R 208.07 208.58 209.08 209.59 10+70.19 33.00' R 0 \ n�' 0 POLLOCKPROPER7Y Gr: + W N •1i l +p 'z PROPOSED .O 'a"• N V CONSTRUCT CURB ONLY. TYPICAL PER DTLS ON SHEET 10. 40.00' 64.46' 92d20 01 213.06 25+48.49 22.26' R 212.22 211.34 210.48 209.62 10+65.45 33.00' L a -.� R/W PROPOSED ROW �` \ r' !' N Q s�j' �dR \'. DARTMOUTH STREET STA 14+27.00 = CURVE NO RADIUS LENGTH DELTA BC ELEV. BC STA 1 BC OFFSET A/4 312 3/4A EC ELEV. EC STA EC OFFSET .� +'�' a © • � ,\`N r DRIVEWAY A STA 10+00.00 O I 25.00' 39.77' 91dO8'30' 215.28 12+61.16 33.00' R 215.97 216.67 217. 6 1 1 + 1 '\ 3 2 8.05 2 86. 6 58.50 R 4N i. CL STA. 14+50 33'R EXISTING ROW LINE \` • l \\ �•. EXISTINGN ' `' x00 ` UNITS OF DARTMOUTH 0 25.00' 38.77' 80d51'30' 221.33 13+41.18 33.00' R 220.52 219.71 218.89 218.08 13+16.19 57.50' R • ROW f STREET WIDENING � t• ' / 0 ® 25.00 39.77 91d08 30 234.47 15+15.61 33.00' R 234.71 234.96 235.20 235.44 15+40.61 58,50' R EXISTING ROW :N 20 0 i ` 1r �� EXISTING R/W cn Q, CI @ 25.00' 38.77' 88d51'30" 239.12 15+95.63 33.00' R 238.39 _ 237.66 236.92 236.19 15+70.63 57.50' R NEW PAVEMENT WIDTH ,P-_ 0' _ .. ti I 0 4 / / 15T 0 ©1 25.00' 38.74' 88d46'37' 235.27 15+27.42 33.00' L 236.96 23$.54 240.12 241.70 15+52.42 58.47' L " . 3CI ' �T" • z �'�![v} N PROPOSED ROW - 8q 7 19 �` © 25.00' 38.99' 89d22'10" 239.32 15+91.53 17.00' L 239.77 240.23 241.68 241.13 15+66.53 41.72. L R-o-W DEDICATION ' {D.,,,`� -+ 9. �. o ,p _RAMP PER DTL 5 EC ____ )\•4 0 ' \ "' ' Ci_ _ ,- ffi T (-7 ON SHEET 10 2T R`$ j�'s1I$ •• _� Q PROPOSED ROW LINE I ^r ° -' 2 EC �, �.•,;17 y �, S�jJ -�� \ .i; FUTPERURE PROFERTYW INE OWNERS '� �`TES' _ :. 110 :::::, DEDICATION EXISTING R/W \ y .r `- - 0 A 4 ill. ` \ R�J `• """... �j • {� RAMP PER DTL 5 , •� ' V RAMP PER DTI_ 5 �`_ ON SHEET 10 ' d ON SHEET 10 �' "• ... ���'II�_ 18�-0 - / ARTMOUTH STREET STA 20+30.95 = \ 1 ` SW 27ND AVENUE STA 13+02.33 = :: �'_ r 0 _��._._ DRIVEWAY B STA 10+00.00 0 V '11 \.. DRIVEWAY C STA 12+62.46 5 iI _ ____ _________} PRIVATE '\1 I TL=101 • `� .. k13'p r 9 0 r DRIVEWAY C ,• , `r' e\` • MARTIN PROPERTY Z PI 4 EC ' f °<( EXISTING ROW f ` �\I 4 \ 4•,. RAMP PER DTL 5 } i . �� ,::r BC © 7 p0 Q ON SHEET 10 \`'ti'� t\'''. .‘ N. :6-, IL PROPOSED ROW O q* �` \ �' \ :\� NOTE. ,�► i.,4 ,' $ 22 u . \\*`\ ''•;\\N. w) H ALL EXISTING AC PA VEMENT ALONG THE PORTION OF IMPROVEMENTS' ifi E� E.%7,5 � \\ ON 72nd AVENUE 70 BE DEMOLISHED AND REPLACED BY NEW AC `� .:+ -c�Re \ ; \' TL=200 Z 0 LU PAVEMENT PER STREET STRUCTURAL SECTION ON SHEET 7. RAMP PER DTL 5 6 .�, f,:,�„ - I .� -o `- f ON SHEET 10 N © yi MARTIN PROPERTY D 72nd AVENUE TO BE CLOSED 3-4 WEEKS DURING CONSTRUCTION A. RAMP PER DTL 5 '�=_ lift `" F\\' 0 WITHIN THE LIMITS OF IMPROVEMENTS: `I ON SHEET 10 _. , __ �� + 1\ -, ' CC '� -`�..,-:.,•.;, .: �t .\ '`` I ti:\���•. PROPOSED CURB �/ TRAFFIC SIGNALS ( ) TO BE INSTALLED AND OPERATIONAL '4\� _I PRPOSED CURB \\\ \ 0 Cr) PRIOR 7L? FINAL BUILDING INSPECTION AND OCCUPANCY FOR _ _ CC 7RI-COUNTY CENTER PROJECT, TYPICALI 3„ A.C. ��\�\ 7---i \'\`{� \•` ,\\\,, SW 27ND AVENUE STA 15+56.78 = I- d/! ,JJ/lJilJl/!�//!/////r/!a�!/. �, I \orDRIVEWAY D 5TA 1 1+2?.42 p I .. 0 LEGEND: ! `• �_, 2" OF \�`, w+� �\ +� 1 t -`plf 3 4"-0" RAMP PER DTL 5 \ `� \ (FUTURE) R/W LOCATION OF STREET WIDENING C�;11101�1 1 -� A © \ \ I - ,�� 1- BASE ON SHEET 10 z SECTION A-A COMPACTED .\ A�` \�'B� o NORTHL R/W SI NT o rn N SUBGRADE \;-; '±� FUTURE 0 n I ` _ PRIVATEnil r. `,, \ t ,\,\ .1 ( ,.. z co i EC _ MPORARY DRIVEWAY D EC r �� �i 4 ��.' ELMHURST = CL0 w q M ' C STREET 01 z o i :)\ .\ \ b (EXIST.) R/W w Q X . _ Bc .: g LL. RAMP PER DTL 5 `,r \ - `: TL=600 i__- - ON SHEET 10 \. o a r, w o4 :Iw ;\ `' I ` ` FUTURE ROW LINE LL m ; A\\ 0 Lijc1- <-1 1 . , 0 i ,o, 16' �_____ • .... ::':' ‘ '4',,, L u, 6 �` _ -11 , oEND OF PROJECT LIMIT+ ,1 _��` N' � S.W. TIND AVENUE STA 1 7+3537` -J + o~� CONS4RUCT 6�‘ TL=700 - � Li.; W W Li Yil Li.;-- �� • . j ��" r 10' STREET BARRICADE i a on c� o ca �, / PER /DETAIL 3 ON SHEET 10 Q q Q a < Q o PC = 17+ 5.45� _% . 0 0 . . 0 F- ; ; cv f 0 0 0 o a vi cn CS I J SEE 72ND AVE. STREET `�o a�' �' �' °�' f PROFILE FOR CL z o z o z Li o z Li o z a z fv�m �n v�g 4_n c_n c_nc� Jf ALIGNMENT 300' BEYOND 1-3 3 o L-3 E E PROJECT LIMIT. o 3 I 4/3 0, 0: ----- L ,-.7. cp ai , ---- ± 1 N c1 NL_� ° N o(� l t , , g < <I' < ‹i: < < _____ c_, _____ cc ar.,),„.43 H W ¢. iiit f -� �.- / ILI w Z IU' z z y CD • / t i f DATE: 02/19/99 u)cn cn co o x PROJECT NO. 95-10201 DRAWING NO. 51O21S1TDWG Q LD / SHEET 2 /13 4 Q. N DO P4, • Q'i CA d Z H Q Y i zO wz WI rA ▪ o � w ° Q' w N w � : z tz ,, wo lel PVI STA = 24+fib c, PVI ELEV = 211.51 c464P4 124 p g, A.D. = -3.23 K = 30.96 W Z 100.00' VC . a 0 cn N � cn `t 0 Lil LID 0 O o ro co o) cO O in i") / a) CC) a) [3 h N R. rO h , CC) 220 - w co ^- - r- r — co - e 1 CC Li I- w a K w '- w LLI Li PVI STA = 22+25 N N 0) r B B r D r B PVI ELEV = 198.75 v LiCD 0 i = 3.55 0 3 • ri � 0 o � � 0 K = 53. 1 + o co 4Z60, 7, r&- ' w cc r 190.04' VC NN . o _ - z r) to to re) _ _ w N M N � 'CV � N •N U U 0 � ct D N JcV w Sr cV i �cV w � � CO �cv w r) m m 0� tom"' j r, cA W o O O La o c 6)• W N w i1) Cr! y • r� `(` co co LEI 10 '� L,i .- Cs o ¢ r o C N LA "" r7 PVl STA = 2C+35 0 ^ / 00 (ID CD 0 6 CD t7 0 O ,D (7 to h Ca 0 N U to 4 N N 0) t.� ..111164- cfl z o c0 Z a h z 0 r z o r. ? o h PVI ELEV = 195,18 + tO o � � I= a. - � � a � � JCL P a_ .- c r oe ct / d I o Lno o yc vo �li, A.D. = -3.24 cMv o > LU wa LLI - wCL wa w wQ w,-- LiCL L K = 58.66 ` 210 LE •:..` x cc Lz _ x �--- t x ,t vi w D °ri cr) +ri cn tr tr.; D ° vi 4.1 D o cri 6 D 0 190.00' VC U U C9 it + + C7CO + + U0 + + U ' , + + U + + U v CE Di_ NN 0i_ NN cJ � r7r7 01_ V) t) 0i Ni- Ct © i_ r�� w � `A `�I- 1n Ki POa- N r7 cn u) ro Cn N r) n n 1y V) cn rr I') n cf) N PVI STA = '8+40 - _ N .__; _1 _, N - JJ C`rJ -J •-r NJ JJ NJ -i -r N _1 PVI ELEV = '185.20 M 0) VoU UU c3U Ut 0 �wlii w w w A.D. = 242 rnWa � � p o a N o � o � ow oL caW Li K = 82.71 Q Z co Cn Cn U (n00' U Ia zp F- a I- a � a 200.00' VC con co coo co 00 00 = XCr xCL Xa x � xa XLL U � a wa Li CL wa wa w � 200 00 00 00 00 00 00 00 incn oo cnuo oo LOU) 11111 + + + + + + + + + + + + CD N LL CI' Mn Q) Qy Q ¢ QF- a ¢ aQ Qa as - CE cn to cn Cn Cn Cn v) to in cn to cJ} - - ----_ -;_i4�_' Z0 C11— J -I J J ...I -I -1 _I J J J J W 00 C) C1 0 0 0C) 0 0 C 0 D 0 III (...) IWIQ W Cc 190 NVIN I LLLV = 1 b9.32 .c.c. or I oo LOW POINT STA = 1 1+78.88 M1 - PVI STA = 11+50 Cri Lei LIMIT OF DRIVEWAY B ir 4 co PVI ELEV = 166.57 > > _ F A.D. = 6.47 m m CONSTRUCTIOV K = 54.12 k. !� 350:0rVC z o h cn Er-) a) to 5 to CA co N a o N E rei C� rn r 180 - ac z rn rn cn op co co CD N M w tar w ,-. Vi w o 0 K) o o .-5m m cii LiZ•70% o ® o' w ¢ ). 0 0 EXISTING CENTERLINE z_ ce z I ►o-- LL J F- - • -1-F.) 'N) i W j �0�q 0 w -1 �� rj CDh FINISH GRADE AT ..1 ` EXIST. CL z D z a = no) , oi in L 0 3: up I w � w c ol ' 170 I N U r m 1- D a. LIMIT OF DRIVEWAY A CONSTRUCTION I U U U U U U Y Y Y SC Y Y hi LJ Lii LJ LEJ Lil C EXISTING CONDITION LIMIT O PAVEMENT DENING ) ' ~ �] WIDEN FROM 22°TO 3' Go 160 r rg - + - — 0 0 0 0 0 < '~ W �, e FINISH G E ELEVATION @ •• 2 I~ o U. o a o L. coClq W STREET C NTERLINE Lq a o 94 , 4' 5 5 v U 5- CJe DATUM ELEV Crr U N U c�'n w w W . w W W 155.00 - a a d fir' ° ° a. - (II � W>> �( _COoD Ca .cn h ,_oC op op t-t hN h N C up d up �• K +jN up p N � ) � )OCD h • u hco. 1 O ,i' N to � h � Ln N 0 H' H OO Hm 00� a.)a; cl in co n h L O • N B 17C h ? O 0 O N D U]Qer) O _N Ct() CC Of or CCU it CDg0 Lc) (Dt h h- h h h h h o0- -a0N 90� 00cfl C � o _rn A0 Oa h h h T- h a co _op _CO _Cq ,_O) a_(7 N oN 0 N_N N'N N_ _ 00 rn CD 0) NI ca rn rn rn n N N Lin �I CA °n cv 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 0 N N N cv LC] hh0 0 0 i CD CC CL M 1-1 Li DARTMOUTH STREET CENTERLINE PROFILE Ul W o LI— HORIZONTAL SCALE: 1 " = 50' J J m U VERTICAL SCALE: 1 " = 5' z W z r De ( Q 0 o © > a a ti Ln rn cn `in DATE: 02/19/99 cn 0) - - PROJECT NO. 95-102.01 cn co DRAWING NO. 51021PRIDWG C� SHEET 3 /13 N U . � o li Z . VM q c�9r M W 4 01 W Iti ` 2 1 co 00 w w M 1 1 '. 0 4:?) 1:4W C 41 iAzr 260 _ , p., a PVI STA = 15+72.14 PVI STA = 19+96,80 PV ELEV = 239.63 co ELEV = 240.50 _ co A.D.- 7 A.D. _ -2,9$ N Fri in 34.81 K = 40.22 3 r 155.72' VC H GH POINT ELEV = 244.15 �tc_�.,, 6, ` cy 0 `n a) "7 a © Eo N N 0 a r, co HIGH POINT STA = 17+87.56 120.00 VC _ tv`-Y�� z �� `r' Oa' a0 NN ¢ d' 06 06 NN N 'n ND' PVI STA = 17+16.80 z to 0 0 O N 0 N � N '"" CV r N '- N N N N N N d_I- P ril W N N N N N N N N N PV1 ELEV = 247.00 ,Ica c_o�Q • O cc � x DIY � x [� ax � x ANY trx o A.D. = -7.79 y� ct ct Ow W W WW Ww Ww WW LL.1uj WW LUuu o O c� 250 0 I- fit- - � I- � I ' — _ m ffr O Dp D ,O oD Jp On. DO Op 0p In O I< = 44.�3 csi ro cJ ' 0 CD CD CD CD CD CD. CD CD CD cry CD CD CD (D CD CD + + ® 0 00 00 CD ,.it © ,. CD 00 � 0 VD N rn N Q 0r 3 I- F- F- f- F- I- F F- F H F- F- 4- tii li � U J �' J L1GJ 2' J CrJ �' J � J � J �' J 0 0 C) Nj I") '0 rr) N1 M r') 7.0 ain N) w7 N) k)i'.1 r') r') n in 3 m InN] NI inr'} to to N7 r') to N) r7 to r') to to ��°], _ m N N,r7 r7 J _I __I _I H _.1 ...1J J H CE WWW W opop W WW W V) V) fn V)0000 0 a 4a 0000 dE CC CC CC CC CC a. a a_ a_ a.240 oco caa 0�i oo o u0 u1+ + + + + + + IiaN N N) M 1.t <t {> C ' ` 1 1 r � o lr�h1�J ! ! ..= •¢ ¢ QQ 4Q .4 *t aQ QQ Q <t 't .it m 00 I- I- I- I- F° I- I- F-- F- I- I- I- I- I- F- F- I- I-- o cn VD CO 00 V) V} VD U) (n LO U) In CO CO U) En U) GO r CNI • JJ -J _J J'J JJ .JJ JJ JJ JJ JJ aN r I U U „ „ C) U „ 0 . ,) c, 0 0 C) U U U U z \ n •30 , V 0 L W LOW POINT ELEV = 210.37 m DZ LOW POINT STA = 10+85.73 PVI STA = 1 1+72.30 i. PV ELEV = 209.37 FINISH GRADE AT �- 230 A.D. = 8.57 r�Fs1Gh1 rI _ 950 `r I ' 0 ,- _ \ 1..1..E K = 26.37 LIMIT OF DRIVEWAY D Ni (.) 1 1 '226.00' VC CONSTRUCTION W co CIEw r o w O ¢ ' Q r7 O CE Pm CO AWNi a` Ot W N] Lo COS to . CD N •�V 0 M in cil c • U) • r--, t .- • Lai cr cc) �j W • N N N7 C�J �") CAW d' ccv�] IY r W �.y, N N N N Li Fi N. IYIL �' DIY !Ycc � 0' � I� Z 220 _ r rr rr rr r0 to 0 00 0'0 0 p 00 00 cc 0 0 c-13 PO cq n JI- ai ® v C�? @j Cil�J �j l� rn_ g t` WW + O O' J C J fYJ I- I- X IL' d t75Q Z 0, co p 0 N W W C7} O d C+I in r') N) r7 N).M1 in N N N) C~ W 0 oa ro I') MN) N) ,- N) ' N) .- J J C ' Z 0 In 0 W w I C} 0 p v J J J J J J J.._.1 J J - , I - a CO LUW WW wW ILO W WW 00 LLI X ca hi 0o 0o op 00 oo V) In j= wW ww IAA LA ww Ww 00 I H W F-z V) N (f) V) (1) V) U) V) V) U) I- U)- 00 00 00 00 00 -)w 00 00 00 00 00 Q_ Q. , w -J 6 M cc m ►\ U _....... a_ ate. Q a. d d d a_ d a. I`I� Q I r J 210 6-6 6 - 6-6 66 ci o tri tri w Q 00 thin oo rue) If) 00 N') N) - 0 z �+ + + + + + + + + + + + 3 co to to in to co co co co N N N I ¢ ¢ as ¢ ¢ da a ¢ aQ iii0 In o I- I- I- I- I- F- I-- I- F- I- I- I- 20 NL. U) V) U) U) U) V) U) V) 0 U) CO CO J _J J J J J -1 J J J -1 _I 00 00 00 -1 _I 00 C) 0 W J LU w 0 I- LIMIT OF DRIVEWAY C CONSTRUCTION C) ci U 6 C) C) _ FINISH GRADE ELEVATION @ Y Y Y 200 DESIGN CENTERLINE - L0 L,.i LL.i LJ Lta Lii 0) G.) - . ~� a o o o 0 0 - 0 0 1 CU 0 0 CD 0 CD 0 Ia.4TU ELEV 0 0 0 0 0 0 r W w U.. tL r� W a 195.0[1 CC C) 5 [) CJ C') C)<C cr' N IDCr) r7.4 Eo[n to - *In to o} a,j CON up O O} , r ,4- O 0 AQ r7 O I� to ctD O 4© co N) t17 ,- O 0 tV O a' oa C7} r` En a. uw Ul IWL J7 a OW Ui (] d 0 '_ CV[V to CD EA N CV N 6 6 C7' M Nr'j l'� 0 O N N r co to rIS N) U O N ,..4.-- CA C,IN NN NN NCA N,C;1 CA CA CA CA NN NN NN N" CV NN NN N N N e 14) M.1 N O 04j p ti o rah' El z 1 Z Z Z Z Z V)2 r>>n 2 In m co m tom v)0 ,F )0 [,.IO LiO WO L,b0 IJW 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 cc CD ft CD CC CD OC 0 CC 0 CC CI C) 1_ cr) co co co a. I Q Q 0.1 - In O C3 to CI I I I I I i cv 1-.. 03 cr o S.W. 72ND AVENUE CENTERLINE PROFILE 9 < ‹. < < w HORIZONTAL SCALE: 1 " = 50' b CO VERTICAL SCALE: 1 " = 5' LI- J Q ® m z 0 w CO CI EU Z Z Y CO LC) 2 a a C) — El' V) < W p Cr) L.0 rn DATE: 02/19/90 PROJECT NO. 95-102.01 CO i DRAWING NO. 51021PR2.DWG 0 SHEET 4 /13 4 I N Zw N Q 17 _`� C A WT��f 0, Z '1 w �' r O w W N w N WW z z tna wo C4Z ~ "' w o x o DARTMOUTH '"'2'' + r6 W DARThOUTH o cnR/W Z C L Q R/W C. 180 200 - It it II I>>I Q �' O trl F--J w h In W > 0 I cn • I ` . 7% N3 r7 -1.007 �c`��2 64- �,' c,l J w � 170 190 l y u, `Q 6 o ca 171 Cr W 1 co DATUM PLPV DATUM PIF;V rso.oo reo.oo Z O Z �M I`. iC7N f .o �^ N� �•W coC cc. to .1h. W5 CnNN �N �N N. h.- n� M• RN KJ�� �� Y W J LL ' 10+00 11+00 12+00 10+00 11+00 12+00 a Z 0 CC DRIVEWAY A CENTERLINE PROFILE DRIVEWAY B CENTERLINE PROFILE D oL HORIZONTAL SCALE: 1 " = 50' HORIZONTAL SCALE: 1 't = 50' 0 VERTICAL SCALE: 1 " = 5' VERTICAL SCALE: 1 " = 5' W C cc I— HIGH POINT ELEV - 218.50 A J HIGH POINT STA = 12+17.48 PVI STA - 11+99.46 PVI ELEV = 218.99 A.D. _ -10.03 �n rn K = 5.99 a 5 cel to 7 230 60.00' VC cr . 1,x c . R/W z o 0 U' p v CO oai in 72ND w c� cry Q N ao CLco I u - + z c; w w ± N Ucir) 0 m > A Z m m R/W aN- o 220 cd oao to r7 o + N 72ND U r) CO o v CL oN on IL-a II > 1... II II J LO w.. ..... .. . . .... ...... . I-._ 240 Iw. > > a 1 .. eL ci ci ci ci ci Li Y Y Y Y Y Y 01 W W w w W w , 01 Ol O 01• v 210 0 o o o o o o�ar 1- H H = 1- � WO O O O O O D 230 — Cfi cu o d WI d 4 a4 o dLLI o � oLJ aj ozZ Z wZ0Lil 222vr2 5 _ L7 CC CCU CCU XU Et X0 co a DATUM ,ELEV v DATUM ELEV rn rn rn I 0 200.00 225.00 p N ,' a) to o `t0 rrlp M© O �f�V �M w) Mh f� M1 o o CO `t rrj n_^ O_ N., •• cd flL] °ci t1- t!. n, • co • CV I N I� T. /I co NN NN NN NN 'ClN NN NN NIN N;N Si •`�. I I l '- 10+00 11+00 12+00 10+00 11+00 , 9 Q 1 uJ W WIZ I u_ i W m m J DRIVEWAY C CENTERLINE PROFILE DRIVEWAY D CENTERLINE PROFILE z z 03 Y cci IORIZONTAL SCALE: 1 " = 50t1 " = o > o 0 0 m HORIZONTAL SCALE: 50 VERTICAL SCALE: 1 " 5' VERTICAL SCALE: 1 " 5' DATE: 02/19/99 ,- co = = < PROJECT NO. 95102.01 co o i DRAWING NO. 5102FR3DWG 0 l `SHEET 5 13, I .... ...-- \ ti, EXTEND SIDEWALK TO CONFORM WrTH EXI . SIDEWALK AT COSTCO DRIVEWAY 7 68-___ FILTER FABRIC MATERIAL IN 36" WIDE ROLLS FILTER FABRIC MATERIAL USE STITCHED LOOPS OVER 2" x 2" POSTS „..., n air 0., [ ii-----------..„ f r- en (i) °>=4 0 Z ' lit > 1.4 1g 1 v ',f MON PROJECT LIMIT • • __--- i 25+00- -- \ ' GRAPHIC SCALE , \\\ pARTMOUTH STREET STA 12+00 rio ._ .. . .. - \ • o Z 0 A l!1 i 2 I 500 Iw 25 50 100 200 (3 ,,... ,.. • a -0,4 \ W Z E" I(.7 • \ V7 • 1\ 1 cC cz, PLACE TEMPORARY iiii le P. . VI, I (1/ ....__.... , I. ------1-- . c ..,-, rA _A , BIOFILTER BAGS ..i- ; , ...46119' Ne• Nr ,qe 'N. Tar \, cn a., o.4 ill. AROUND EXIST. INLET "31 6' r ,_zi,,,,,. • P4 vs _.., • Z 4.1 ;.T4 (NI 4., \\ PER DTLS ON THIS - 1 inch -.= 50 ft. 4.1 '1.9 to 61 MAX. SPACING W 4.1 Z V,4 al / \ ..... 1:7 \ FRONT VIEW SIDE VIEW _._ '5 'S . , .10, • \ ..*impririmmiwaiwitp- -""111%%,..............i.."11r71.. ...-4111111111.1......41561:51411M111111111. 1izit' ...1 iftial=1::11111161,...„ 11-77.wenr.,._f.----13 .74,114._iiiktil\N‘..7".c'..-±1 11,.... ,.w...,..--- 11 7.,. 1,:5...._.-,-,4: .''... . Blisp OH EFlErLTE: ; It- iml Z on 4 c•1 cis .,-. / 00 \. ... , \ \ ANGLE BOTH ENDS OF FILTER FABRIC NOTES: / ,9 Une-.41.7."1111ftrinw---" 1"1"11"MMIIIIMY- -.;''4.4 r • ' 'IP.,..i gt;:r' .. \IIIIP,0 IIIIP. `10. 11177,711gr Nun,. MIN ler ......a.a.....; li . ' •,',.....,.; .. .4 i rd:0417..:-::: .4' 'E'ROUans7 0 CP VI iI 44 E-; -• MI (15 1.7.41-• ZS' P. i•-, -- /EXOIS"ISTN THIS \ FENCE TO ASSURE SOIL IS TRAPPED I . BURY BOTTOM OF FILTER FABRIC \ \--___ kk''IAA 3p1 1 ... ..,.. !II ,f. 111. , ,,, .:, 1• , N,,, •.-.. ',, \ . ,co Cn \ • ,, \\ ,.)(s\ •, e X00 -'N-.,,,,,:.„ , ••,,.. , . ,"ohs. __--- ---- „, .......-. ,....,,,, ..., , ,...., . ,,./..DARTMOUTISTiiREET STA 14+27.00 = 11\1TiovERLOCKED ._.. U 6" VERTICALLY BELOW FINISHED GRADE. 2. 2" x 2" FIR, PINE, OR STEEL 3. sFENCE POSTS. TITCHED LOOPS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE. -,___, 7..::.=..7.7---' --------7. ".- ___.. F----- CONST1RUCT EROSION CONTROL SEDIMENT 4 it , 1. 1 • ,' .,_!:. , ' I . BloONFiGILTER 11 .. ,, ,.m..! (\foe/ !BAPLERARI?TzELY0DI ThsCON0S1131JCTED DITCH : : ,iy21), -;j1,---;--!--rISI-li% /E DRCH/ APPLYING R OL MANUAL 16.1,E GROUND PER USA . G:: Z -41 cz, In --, ) 11‘4''1,... '``• • 0 . ' • '... . r4 .• se _• 00 -f. 11-'.. ' ..',....., DRIVEWAY A ST: 10+00.00 --- ' '''--.... ,I.------- • Y , ,‘ . • . --.. ._ 2" x 2" POSTS AND ATTACH TOP VIEW SEDIFET:E 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. 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MA USED SHORT TERM . , , / oz i W/ UTILIT WORK AND W/ iirl111111111,111 fiiiii!!ii:.1.7':.:":::7-1;13:::71111111111!111:77:77::,:::::71j11:liii.iLitiiilliiii rit;i:?1:;14:1:' '''' •, '•- :•... - ' ------- NG OF BAGS MAY BE , /v-------------------------- ,. F-- 17) cn PHASING OF DEVELOPMENT i;ii:trEil,,--zt.,--=1.•LI-Li,-;,;.. #., 4.••.•:. 4,• .!eli,40.•"..t.,/,' r / ( 4f.0,47"..."4; ,'"'4'/ • , / 01 i 'n.:;:i..iii17=2:1"...,.., . ,;.',4t).i4,4P,10406;,:,,• .4 ../4,;,,,,'., WOOD STAKES OR APPRO ED ,,.,-, r-,,,,, .•••• ,, CD 00 "#.I, ' .1,• . 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LA- I 1).,,._.__ __._..,,.. ,-- in cn 1 -- Biofitter Bags In Biofi(ter Bags , DATE: 02/19/99 cn cy, TECHNICAL GUIDANCE HANDBOOK Temporary TECHNICAL GUIDANCE HANDBOOK 0 / -.-• Temporary PROJECT NO. 95-10201 --- 1...,4, c.n Detail Drawing 3-7D 0 ' co DPtail. Drowino I-711 ov i o FILE- DkAFTINSPLETOlta GRAPnit,S-DRAwING SAG CD rcu I Int DRAWING NO. 51021GRD.DWG -D FILE DRAFTIINSPECTORS GRAPHICS DRAWING BAG CB PLOT III --- ct ,• SHEET 6/ 13 -.I C_) -..0 ....--- .‘,.. . 10 El: 1 S.W. 72ND AVENUE STA 10+00.00 = N N 4> CL STA: 13+15, 49' R, INSTALL 12" x 8" MJ x 8" MJ x FLG TEE AND EXTEND PIPE NORTH AND DARTMOUTH STREET STA 24+72.85 I I. Q © nn, WATER NOTES: SOUTH. INSTALL 2" BLOW OFF ASSEMBLY AND 8" GV ON EACH SECTION. . C !- - -- w '; EXTEND SIDEWALK TO CONFORM WITH ' .r i" W (� x EXIST. SIDEWALK AT COSTCO DRIVEWAY 38' " CL STA: 19+23.10, 9.5 L CONNECT TO EXISTING 12" WATER LINE USING 12" X 12" TAPPING SLEEVE - . Z CL STA: 15+57,80, R REMOVE EX. PLUG & EXTEND EX. 8 STUB 10 LF FOR ON SITE SERVICES. AND INSTALL 12" GV. -� �``--� a, Gg A SET TEMPORARY BLOW--OFF AT END OF STUBOUT PER TVWD DTLS 200 & 203, TYPICAL. _ �^ _ _ -___ .___ I Q ill 7GRAPHIC SCALE ©n4 ... � r., �.. - ��� F ,,.�, �._r. ._� aril `. CL STA: 22+71.70, 38' REMOVE EX. PLUG & EXTEND EX. 8" STUB 10 LF FOR ON SITE SERVICES. "' ° I►-� A 0°6 -_ f 2 SET TEMPORARY BLOW-OFF AT END OF STUBOUT PER TVWD DTLS 200 & 203. so a 25 50 i0o 2acr - +OO ..�m 24+Oq "� Z Z 4V .. .� _ _ ' o a I- + 0I~ o ` ,<> CL STA: 20+19.41, 35.15' R, REMOVE EXISTING FH, INSTALL 6" 90' BEND, EXTEND 6" DI PIPE AND rs' a, RESET FH. USE MEGALUG FITTINGS AND INSTALL COLLAR THRUST BLOCK. SEE TVWD DETAIL 102 & �. . . 13 \ -,._ 200. SEE SHEET 9 FOR DETAILS. ( IN FEET ) J ` - l�•+ W ram, w � 1 inch = 50 ft. tia V _ - - T _ v �{ W / A ,,�A C`4� CL STA: 19+80, 35.5' RT. NEW LOCATION OF FH. .. ., .;�... - 00 y 4> PLACE NEW 852 LF OF 12" WATER LINE AND SET TEMPORARY BLOW-OFF AT END OF LINE PER TVWD - -. 7' r. • Z z a / + "uuu . CL STA: 13+15, 15' L CONNECT TO EXISTING USING 12" X 12" TAPPING SLEEVE AND INSTALL 12" GV. DTLS 200 & 203. ' �.,,_,<, i,;/� N w ti �, STUB WEST 59LF OF 12 DI PIPE. I a Nis « ,� ', v fit12" 12" 8" ._ !p.• _ - / ! \ • INSTALL x MJ x MJ x FLG TEE W/ (1) MJ x MJ x FLG GATE VALVE AND TAP INTO NEW •,..., 0 �, \; � �\ ��,� 6 CL STA: 25+19.36, 24.52', RELOCATE EXIST. FIRE HYDRANT & ASSEMBLY TO BEHIND NEW CURB AT CL 12" WATER LINE W/ 43 LF, 12" STUBOUT. SET TEMPORARY BLOW-OFF AT END OF STUBOUT PER I, D: III 4 ^ Z c� ` g / • TVWD DTLS 200 & 203. 5 ,✓ k � STA: 25+19.36, 26 R. h. ►7- _ / / + INSTALL FH ASSEMBLY. $ PRESSURES REDUCING VALVE s l d ://://2 :-�• �� '`•k., '��� � GL STA: 13+36, 36.5 RT, INSTALL STANDARD FH ASSEMBLY. SEE TVWD DETAIL 101. 0� I W •;,• "+1 0 '+b `� '"ZN 4* INSTALL FH ASSEMBLY. `- AIR RELEASE VALVE is' j "� INSTALL 12" BUTTERFLY PHASE BREAK VALVE, 2" BLOW-OFF ASSEMBLY AND PROVIDE g , ,fit\i,,„. 4kFIRE HYDRANT I 'N.,„„ - THRUST BLOCK. ! .. J r Aft • '''N N'' .,2 /`'' �""�* CL STA 12+60 10' L. CONNECT TO EXISTING USING 8" X 8" TAPPING ANDINSTALL04411111 ¢ lir e N III � � /,` � � 8" 8" SLEEVE CATCH BASIN a3 GV, STUB EAST WITH 50 LF OF DI PIPE. ® t `n <µ4r `� i '"N.,,,,,,,,:'--,,, CL STA: 14+15 10' L. CONNECT TO EXISTING USING 8" X 8" TAPPING SLEEVE AND INSTALL 4 NHS '� '` ""� 8" GV. STUB EAST WITH F F I PIP STORM MANHOLE SDMH#2 e6 N cv sg "� ��° ,.., SQL Q 8 D E. ��11 Cc, q-- r ��, .-- SSMil#1 \ ,� R l z ry S SANITARY MANHOLE ? 6 4, c, cD co , �� .- ' � l W 11 . :.?'.. •; r �- co CLEANOUT EV o "..„„,,�a. f---7:,,�_ � ) / 0 PLUG END '` 1 r: ' �Ilif > J 0, . ,, ,...„ , "''''''''''.------- ..:. _ ^ . `�`.,.� �"'`;x�. STORM OUT-FALL el ,, ' -‹ . -.:---_,:L_____:<::-1...., g it -----__„: :::_ ... -..- _----,-__________ -...,„..„, DRIVEWAY C ( I i- PRIVATE • -, ___-// 4414 0 .44> W 4(C STORM DRAINAGE NOTES: _ �Y_' - s j:e.� x OTHER UTILITIES NOTES: ,.. _ 5 18 J 0 CL STA: 10+62, 22.51 R., REMOVE EXISTING ~. '' . -- ` `••_•-• "' .,,, f . � S+MH 3 I0 CULVERT. CONSTRUCT 42 LF OF 24" PVC RIB 12 CL STA: 15+39.33, 20' R '••�i -�� �, __.__. �j SET SDMH#4 ;, , / r t__-, '`' " q,, F: \iI I [~ t IQ CL STA: i 3+18.14, 24.24 R. RELOCATE EXIST. LIGHT POLE & ASSEMBLY TO �.:, �"�. 1 5=.02 AND SET NEW IE: 202.98 CONSTRUCT 6 W x RIM: 236.35 -.f f. ` `4 BEHIND NEW CURB 0 CL STA: 13+18.14, 35.5 R °•" •v . I___" = - _ :"'-1 I 12 L x 1 H ENERGY DISSIPATION RIP-RAP. IE IN {S}: 232.00 ` •_•; ., c �"� I0I. IE IN (E): 233.88 -ice' ; y'-�r i �7 -.,-,-,. '1 I-1 1 ' !2,, 1:1->. 2 CL STA: 20+53.59, 35.55' R. RELOCATE EXIST. LIGHT POLE & ASSEMBLY. CL STA: 10+57, 19.2' L., CONSTRUCT 70 LF OF «� '�` `" `-- 0IE OUT (N): 231.8Q ir: -_f_ p 24" PVC RIB O 5=.025 AND SET NEW IE: 205.77. '':l `� _ ---...,_ � p - + 3 CL STA: 20+90, 35.5' R. NEW LOCATION OF EXIST. LIGHT POLE & ASSEMBLY. CONSTRUCT 6'W x 12'L x 1'H ENERGY DISSIPATION 1 PLACE 50.5 LF OF 12" D.I. 0 S=0.005 cot!;'e -= �""~ �° 00 D P H RIP-RAP. r._, !!) CL STA: 10+83.59 22.42' L. RELOCATE EXIST. POWER POLE AND POWER FIXTURE `' °�-•..,.•., 4 13 CL STA: 15+80.86, 37.8 R - ..ate, f ti r 8>r , 1 ' 0 TO BEHIND NEW CURB 0 CL STA: 10+83.59, 34.6' L 0PLACE 23 LF OF 12" PVC 0 S=0.0078. SET CATCH BASIN CO 0 .� � CL STA: 13+00.76, 19.18' L. RELOCATE EXIST. POWER POLE TO BEHIND NEW CURB 4) RIM: 237.93 4- _ 7 ; , Cs) ��I I CL STA: 10+85,73 33 RT IE OUT E : 233.93 I 0 CL STA: 13+00.76, 34.6' L AND INSTALL STREET LIGHT FIXTURE AT 25' HEIGHT. �..:J SET CATCH BASIN PER USA DTL 160-ST ON SHEET ( ) 0 =-"' 1 5 H STREET FIXTURE SHALL BE 200W SODIUM VAPOR, 240 VOLTS TYPE 3 DISTRIBUTION, 11, TYPICAL. 14 PLACE 41 LF OF 12 PVC S=0.0470 O COBRA HEAD W/ 6' MAST ARMS, W/ SEMI CUT-OFF SHIELD. RIM: 209.55 SANITARY SEWER NOTES: CC IE OUT (E): 205.55 15 PLACE 26.5 LF OF 12" D.I. 0 S=0.1458 y 6 CL STA: 15+38.30, 15.70' L. RELOCATE EXIST. STOP & ST. NAMES SIGNS TO CL STA: 15+38.30, 38' L. 0PLACE 12 LF OF 12" PVC S=0.0692 CL STA 15+36.87, 34.85' LT Q1 PLACE 53.5 LF OF 8" PVC S=0.0340 & 1 15A CONNECT TO EX. SSMH 0 IE IN: 200.35 +.r ` J SET CATCH BASIN U a 7 CL STA: 14+17.40, 16.62' R. RELOCATE EXIST. POWER POLE TO BEHIND NEW CURB 6 CL STA: 10+85.73, 20' RT RIM: 236.7 � 62 CL STA: 12+02, 18 LT ��4► ' I f /- 0 CL STA: 14+17.40, 35.5' R. EXISTING SERVICE/TO BE REMOVED UPON SET SDMH#1 IE IN (S): 234.20 SET SSMH#1 1�r ! A'j 's' z NO VOIE OUT (W): 234.10 RIM: 212.46 �� Q rn COMPLETION OF UNDERGROUND POWER. RIM: 209.87 r IE IN (S): 204.72 IE IN (S): 202.36 - -,.-- - �. ° - t) �'+�►� +" e_ Q N N CL STA: 15+22.60, 19.30' L. RELOCATE EXIST. POWER POLE TO BEHIND NEW CURB IE IN (W): 204.72 16 CL STA: 15+68.52, 32.24' LT IE OUT (N): 202.17 '' . � � - 0 ,`" 1 CL STA: 15+22.60, 34.6' L AND INSTALL STREET LIGHT FIXTURE AT 25' HEIGHT. IE IN (E): 204.72 SET CATCH BASIN 10+o , Zp , 16 m a) STREET FIXTURE SHALL BE 200W SODIUM VAPOR, 240 VOLTS TYPE 3 DISTRIBUTION, RIM: 240.25 IE OUT (N): 204.52 • /��, 8" I)RiVEVVAY D _ - I `O COBRA HEAD W/ 6' MAST ARMS, W/ SEMI CUT-OFF SHIELD. IE OUT (E): 237.75 PLACE 364 LF OF PVC CI S=Q.Q749 �y +M ELMREET z c8 ,. 14 SSA N .. 5TREET w o d- 0 CL STA: 10+85.73, 33' L7 CL STA: 15+66, 18' LT -T- z ElCL STA: 15+20.80, 17.77' R. RELOCATE EXIST. POWER POLE TO BEHIND NEW CURB SET CATCH BASIN CL STA. 13+41, 20' R �. ► ' z 0 CL STA: 15+20.80, 35.5' R. EXISTING POLE AND SERVICE TO BE REMOVED RIM: 209.55 17 SET SDMH#3 SET SSMH#2 a UPON COMPLETION OF UNDERGROUND POWER. IE OUT (E): 205.55 RIM: 221.60 RIM: (5): o� 0 .,,.� I a= IE IN {S): 229.82 ��,.,: IE IN {S}: 215.99 s� w 10 EXISTING POWER POLE WITH A LIGHT FIXTURE. 0 PLACE 50 LF OF 12" PVC S=0.0166. IE IN (W): 215.99 IE OUT (N): 229.62 J m r�- IE OUT (N): 215.7917 - 1 1 0 wo- szc 1 ` FUTURE ROW LINE d 111 EXISTING POWER POLE WITH A LIGHT FIXTURE. 0 PLACE 122 LF OF 12" PVC 0S=0.0071 CL STA: 14+75, 18' LT } 18 CL STA: 13+14, 3Q.S` R �-r' PLACE 20 LF OF 4 SS LATERAL 0 S=0.02 AND s .4 I ra = 0) cot. STA 17+03.05, 19.98 R. RELOCATE EXIST. POWER POLE TO BEHIND NEW CURB PLUG END, I cn co ® CL STA 12+08. 20 R SET CATCH BASIN `, U, CL STA 17+03.05. 35.5 R. EXISTING POLE AND SERVICE TO BE REMOVED 10 SET SDMH#2 GRATE: 221.30 �, "' UPON COMPLETION OF UNDERGROUND POWER. (E): �/ CL STA: 15+81 18' LT - N tO RIM: 212.10 IE OUT 217.30 `.V.W.D.-12" IE IN (S): 205.76 PLACE 10 LF OF 6" SS LATERAL � 5=0.02 AND a � `�'� � � � CL STA: 11+80.60, 23.6' R. RELOCATE EXIST. "30" MILES SPEED SIGN TO CL STA: 19 12" PLUG END. ,. WATER LINE w 13 11+80.60, 35.5' R. IE OUT {N): 205.59 PLACE 10.5 LF OF PVCA S-0.128 a k 11 PLACE 133 LF OF 12" PVC ® S=0 0754 20 PLACE 198 LF OF 12" PVC 0 S=0.0809 \.a' PLACE 169 LF OF 8" PVC 0 S=0.0375 t 2 A :- CITY OF TUALATIN 14 CL STA: 10+46.14, 17.8' L. RELOCATE EXIST. STOP & STREET NAME SIGNS TO CL ----_�� cif{ ,in + I 36 WATER LINE STA: 10+46.14, 40.5' L. CL STA: 10+62.59 g CL STA 17+35.37, 18' LT - �, NOTE 21 SET 60" SDMH#5 / SET SSMH#3 i ``� , __`_` i r Ic iCL STA: 10+27.99, 52.83' L. RELOCATE EXIST. "TO 1-5" SIGN TO CL STA: LOCATIONS AND INVERT ELEVATIONS OF RIM: 209.90 RIM: 243.40 -- Y 0 ® 10+33.39, 53' L. EXISTING UTILITIES ARE OBTAINED FROM AS IE IN (E): 204.02 IE OUT (N) = 236.16 -�-�= �• : :' w w BUILT DOCUMENTS: CONTRACYVR TO CONFIRM IE IN S : 204.34 f� { ) V CL STA: 12+40 18' LT f ,fj 16 CL STA: 10+34.50, 49.2' R. RELOCATE EXIST. STOP SIGN TO CL STA: 10+37.00, LOCATIONS AND ELEVATIONS AND NOTIFY CIVIL IE OUT (W): 203.82 PLACE 20 LF OF 6" SS LATERAL ® 5=0.02 AND j I a Q crl 56.5 R. ENGINEER OF ANY DISCREPANCY PRIOR TO f I _ _ < < CC CC CC CC PLUG END. ! PC = 1 + 5 4' ® CONSTRUCTION. 7 I / 1 , • 10 N t N r CL STA: 15+85.31, 15.7' R. REMOVE EXIST. PEDESTRIAN CROSSING SIGN. 1 �•a. a) I a O O O O O J 6 MIXElD Q CL STA: 16+38.42, 14.27 L. REMOVE EXIST. PEDESTRIAN CROSSING SIGN. / ------ V 1 " 1118 ' " �' t' �'o d EM Pn EXIST. 4 WATER LINE � � L0 rV! r� `IE + + CC CC z c a �. '~ ~ ll V " I UNTIL FUTURE SERVICE a uS a``'vi ui Lou_vi a •ui a NOTE: THE UTILITY POLES ON THE WEST SIDE OF 72ND AVE ARE MOVED TO THE , ''14 r2•S• V v , 4. / DEVELOPMENT. 1 ©� wz z z wz a wz a cn.2 in m c_n m v)m cn m yr o NEW LOCATIONS TEMPORARILY TO MAINTAIN EXISTING SERVICES. THEILWILL BE -�_ fIT F F 3 -F ° CC a REMOVED WHEN ON-SITE IMPROVEMENTS TAKE PLACE SINCE TRI-COL DER 1 / 1 , ' �' �'o "�' Q �'�' I ill cr, cr) a) WILL BE SERVICED U.G. FROM DARTMOUTH STREET. '--- ______ , r 2" W Gi `� " " " " `�" - C.f. 7 r, T - _____ , c, 1 ________________ t , _ _ 0 _____ _____ ______1 , 4- w - ----- -± 1 , cD 1 1 . 9 4" il W ri-i1 J ct ao 1 �� �� �2" W .a,.,.. ,�,. _ _�_ y_^ ;S•4 11 I T o 0 0 Lu � A. i 1 / -- 4,,,/ it is . g M , w w W Z c-im o J U 0 c SEE SHEET 9 FOR • /f; / cn z z CO o • DETAIL OF LOCAL ca STREET SERVICE PATCH / o w w s a S > 0 0 0 tl. rn 00 o, 0 _" DATE'. 02/19/99 m Q , PROJECT NO. 95-10201 �r ! DRAWING NO. 51O21UTLDWG 4 SHEET U Q i N COO h V >, o ZIs7 Z LI u) S c" i con I=01 z w w W N fa" z C"' c7 is z z ca, w p 0 c1611 � � a W 260 a'' o t J / in :II I O) \ ''\\ z�ca w 250 c:D (.., (15 ) 6 C.,D ��r`�it 1 i Se. CI J Q J A 15+3'.3 2 1' RI HT ■ S SDMH#4 t,"11° IE IN {S = 232.00FOP- - 233.88 IE OUT = 231.80 ..�F• '' J 1 240IIIIIIIII 10ri u Li" illibift.1111 III IIIIIE ,` THE . r AL DEPTH OF THE 12" [ ) III WATE- LINE AT THIS ;LOCATION 6-. CC S BE DETERMINED PRIOR Q �6 W TO ONSTRUCTION F STORMIP ,,,��em� D- NAGE LINE IN 0RDER.TO :JA_ ��` - O 1 ' N1�■ J �" III. 0 SE'ARATION. "� �,�. " CL • A 17+ .37= an.. 3 4 WATER I � a;� ,fi �"� SET SSMH#3 DE 4.f RIM: 243.40 p1 ACE IE 'UT (N) = 236. 6 W 1111 L STA 13+41.06. 0' RIGHT ,,"= aA 4,. ,. y 230lip SET SDMH3 . 0 > IE IN ( ) = 215.99 i yQ/IE OUT ( ) = 215.79 II � 4 ,„.,' � ,',,.-' " 0lN a, CL STA 1 a+6..I.. . R IR Z �, SET SSMH:'2 . .. O CV Ar f RIM: 237.•8 4r -Aid IE OUT (N 1 = 229.62 U A IS SDMH#1 �F` RI 209.87 ' IE IN (S) 204.72 .: d `Q� � Z 220 It IN W -204.72 ` ,,� 111 to rn j r� N IE OUT (N) 204.52 Q 0 CL STA 12 08.00 20' RIG ,�'yr �# Jo 1bc CC EZ °) u�) SET SDMH 2gill - w Cr .. • RIM: 212. 0 `€ ,� � ` � Z 0 0 1 5 p v IE IN (S} 205. 6 t `` w x IE UT N 205. _ f „00,, „ 6 ,,,,• t A). 6 -1.QFIIIF', �� 7t.y o�� k�, al E a J CI_ STA; 0+62.59 .: V SET SDMH5 210 '� 4. s Ii � � 111 o s m �r RIM: 209.90 ' 0 IE IN (E); 204.34 .-- , an IE IN (S): 204.34 _- . : � � v IE OUT (W 24" CMP): �I tea'` i� 0 m w 204.24 JI� • P1AC 122r 2' NvU 1 a S=0.0071 t ; _ PLACE 23 LF 11P '12" ,��'„ - At III 111111 P1f ® S=0.007.• -•.--- °41� 15 U C U 1.1"' C, U U U CT) taj Lil Li.l LJ W 4i 20d �= o' OF CL STA 12+02. 18' L N. TIE TO EXISTING MH S'ISET SSMH1 a ¢ a a a CL STA 11+50. 4.05' LEFT , RIM: 212.46 CC Cr Cr Cr Ct v RIM: 210.45 IE IN (S) = 202.36 IE I (S) = 200.35 1 IE OUT (N) = 202.17 ►_ DATUM ELEV IE OUT - 200.12 , j 0 0 0 0 0 0 , CU 0 195.©0E cm 5 U U U 5 UQ o Q N C.Cr) n.-- CO� H- in Lo c7> to N up h d' d 0`Y }',00 r f) 0.18 in�' CO t0 R O Cr Cr 2 CC Z CU Q co co 17 �IJ O O •N (37 G - 0 0 0 0 O N •N t� co[7) N N co• (estJD O O d-4 7r'P+ �'O N N CO CD d-•• P1 M N C) R �!') 0.lal V) a&) a.UU) d V5 a_C!i Q F--- g N NN NN N.N NCy N,� N.�,,) NN N N N NN NN NN NN N N.• N N N N N N d OLI 0I." 0 0 nv) uj Z Z Z Z Z (I): �M V)M (W!)M co M V)C7 Hi LJ0 i0 Ci0 Li0 EL L, (.0 CC Et XO Ceo o. 10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 r en coo) ) rn CI .6 Cr, CD rn CL N c. j) Cl) '- N cp p `E `I `I` i i I Lri cc S.W. 72ND AVENUE CENTERLINE PROFILE < < < Lu HORIZONTAL SCALE: 1 " = 50' co VERTICAL SCALE: 1 " = 5' W W �c wpm � 6 c, Q CI 0 m z of (I) z zLli ago CD 0 in 0I hi o o I j s in co DATE: 02/19/99 en m PROJECT NO. 95-10201 0 DRAWING NO. 51021 TPDWG SHEET 8 /13 N f t • ad ON R/W R/W R/W R/W FUTURE R,/W C� 1 ?4o R/W EXIST. �J' , w V 92 92 R/W f-I 9 14' 66' 14' 13' 66' 13' • • • • • • • • 46' • 46' • Z (5 ' ci) I c''' 33' 33' 33' 33' _ 13' 33' 20' 26' W ,, - ° ' o • '� • co M-il1 ' p i n °I. t, ° • `" 4 , 4 " 20' TYP. 12' 5' S' �,6 0. . .421 W a d ,� 1. to ° d ° o 6 TYP I �fT-�I ' qINA\ ' , Of+ i 4, p �'•`'.y,,, II_ 1 ,9 # !''' X 3 5' NEW �..� Pj o0 re• �I)` ©© iLi 'I .4 - w w 2.5' STREET 1��--It; z M•..� m zi / WIDENING V} F� W W -• 2A% -2.5% fr' • J Max cut/fill Max cut/fill4 , , Max cut/fill Mlaaxecut/fill ;� � - �_� TYP. i ,� o cl 1 Max cut/fill II �� slope 2: 1 slope 2: 1 Slope 2: 1 I slope 2: 1 a/ �j , En J p EXISTING GROUND Z 1 p' 6' 7' 5' 11' 11' 12' 11' 11' 5' 7' 6' Z 3 1.0 6' 7' 5' 11' 11' 12' 11 11 5 7 6' CONSTRUCT 3" ( a. liTHICK EDGE �r / / / X lCI 4 *Q r 713 { ' y J`Cn { �`7 /3 { -.A `3 FOR DRAINAGE $r � �. F i. � 7 A Cn G v � v ?a �, { p © y � 2-v Z-v Ca� 2-)r Z v �tc‘ Cn �' 2 q 71 fi 2rf1-5L 1--7 Q ' ���� 2C�7L Cn pZ� �' C� Z� y2 C� fi Cn { �� SIDEWALK TO BE CONSTRUCTED 72nd AVENUE WIDENING DETAIL r { �{ Cr { T, 7 C� { { Z 23 { { 7 CI BY ADJOINING OWNER WHEN ] o �Zt� '2 { {� � 'yam SITE IS DEVELOPED STA+ 15+45.50 TO STA. 17+35.37 DARTMOUTH STREET PROPOSED SECTION SW 72ND AVENUE FUTURE PROPOSED SECTION N° T S. \`J1 a) I ¢ s '- . d. .zs,..„/7.\\//20,.../s\„.",,s.iN,... _ ..\\A\,...\\', "i: ' \fr\ , tOs.,, 1.-7) R/W r .. z (.0 `_, a z 0 D bra. \ P ILC o 47' R/W EXISTR/W. FUTURE R/W EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING ��# 1 :_ " E _ - I 92' 26'33' • • / 13' 66' • 13' r7/0 AC \/,i/,i. e Ay . . „\,,`/j\` . ,., 3.//�/r, //\`//`�// ./A RETAINER GLANDS \ .,o,a E 1. CC 6 7 11 22 I POWER PALE SIDEWALK LANDSCAPE STREET EXPANSION EXIST. STREET LANE 6' 1, 7' 33' 33' oo .oaoaoo aooOoOap. 00 o p C2) REQUIRED �/f i//,/% ^� STRIP f `_ • I --• se ocao�'O,7©1. O 00°:pap _ AGGREGATE BASERDCK \\ L �C) '9y �`+`Pe —fly ...•:• .• . __o�.a°. 6'-0' 8'� �� `r4% EXIST. STREET LANES a' 22' TYP -. N LANDSCAPE STRIP & SIDEWALK ON EAST I I-�I I- I —1'S - COMPACTED SUBGRADE MIN, STANDARD COLLAR SEE THRUST BLOCK N❑, 200) p�'f- �''31:4 �'5> VARIES sue - 1, SIDE OF 72nd TO BE CONSTRUCTED BY Q F ti t"+�„A�,T ADJACENT PROPERTIES AT THE TIME OF CL , yy THEIR DEVELOPMENT LOCAL STREETS: ��O AC - 6" CLASS "C" ASPHALTIC CONCRETE. 18' MIN, 1' CD -, 2' AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 24' MAX, 2.0% 2.5% -2.5% -2.5% Max Cut/fill OR FOR VALVE AND CONNECTION O Max Cut/fillll' 2.5% ^� -�� ----� _2 0 slope 2: 1 ( REFER T❑ DETAIL N❑. 101 AC - 8" CLASS "C" ASPHALTIC CONCRETE I �■ slope 2: 1 4" PCC 10 LC I- 2" AB MINOR COLLECTOR STREETS: 2% ? -2.27% ____ CONSTRUCT �„� Max Cut/fill -,-_...__�__ _—_-____.__._._.__ DRAINAGE V-DITCH AC - 7" ASPHALTIC CONCRETE, I-3'MIN. {., y I .__.__._. _._ .___ _,.____ __._ SEE t BREAK FLANGE0 ' STRUCTURAL REMOVE EXIST, AC SLOPE 2:1 TYP° AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK i 6' MAX. W slope 2:1 a'•>00�•0 g•0 0 SECTION THIS SHEET PAVEMENT WITHIN THE LIMIT ©R �`\�,'1/\�/� 4" PCC \\___ _ -- CONSTRUCT NEW CURB PER OF 72nd AVE. STREET CONSTRUCT NEW AC - s" cLAss "c" ASPHALTIC CONCRETE /\�/\\/�\/ tax, ; ' . o2" AB DETAILS ON SHT. 10 :-IMPROVEMENTS CURB PER DETAILS // //// / / �YiiY/ �` ...0 , 0SEE STREET ON SHT. 10 MAJOR COLLECTOR STREETS: \� \\, •\\ \ \\ \\\ ,. - ' + 'STRUCTURAL / / / ' '' ' •JAI_ k ss.-r 0 r , L.1..1 SECTION THIS SHEET REMOVE EXIST. CURB Aa - a" {i�ij2""C"0)PAGGR��GATEN9ASE BASEROCK DRAIN ROCK POCKET \\/ f�'/f`�'` // /// �.,/� W 72nd AVENUE WIDENING DETAIL 7-DR 4 CU, FT. MIN, \ `/`/\/\/\/�/ ' • DUCTILE IRON PIPE I Cc STA: 10+00 TO 15+45.50 NOTES: ,�y s 1. Jf%NT5 T4$E TACK AND SANDED. "'� , •04I c a) SMOOTH EDGE AND SEAL 1 '4 • 1 JOINT PER TRANSITION JOINT ,N. T.S.S ,2. ASPHALT PLACED IN MAX. 3r LIFTS EACH COMPACTED TO 92%MIN. �.. anim_s oU--,\• _.a„�,,.-..,,.,,�„�,,,�.,��,,,-, -,„a DTL THIS SHEET. / 11� i S. SAWCUT SHALL BE TAC COATED !PATH �TUMINlF5 ASPHALT EMULSION. / ^ ,A i+i DARTMOUTH STREET WIDENING //\\ ` `r r `,`\4., , ° `.\l� rt .. DETAILS 'LEFT) ,�I, NO SCALEAfiUSRN r. OU[NIS //-// / //%/�/ v S eMaa over PAVEMENT DIG-OUT D ,O -' MEGALUG RETAINER \\\ z •uy-'J 1=r •w'�++ AND REPAIRGLAND LEBAA IR❑N) N l . OTY Or WARD "� "''""' - MAN 82 ❑NCRETE PIER 5• ``a N N."®' „�.+. BLOCK CI n z rn co FIRE HYDRANT DETAIL No, ` CC § ONpirMelIAOZI Aer,A0F,IM DEAD END LINE [ �.O� W � � 2" CLASS "C" & 3" CLASS "9" AC PAVEMENT TualatinValieylfaterDistrict _ z a o 33' F.` ' rakiratzet.' ' .�11-` 2", 3/4" - 0 LEVELING ROCK `� m� I 22' �InalV; '\l,/I �,��1����,/��� 12., MIN. it m n 11' O I` �' I 14 1-1/2" MINUS, BASE ROCK //1 `a „`'� ..Ii.4.. �. ¢ -I CONSTRUCT NEW CURB z ��� NOM, PIPE SIZE in I & GUTTER PER _ _ `��` r� • DETAILS ON SWT. 10 ` _ ��• '�° �`���\ 0 a Nu) o ! f �`' `� �_1� �.��r`��, 12" MIN. 3 NLa 1 `� -` /// 9 , COMPACTED SUBBASE U r1 TAPPED ' J -- - �� _ `! LUG APP B m FR- S �, //1/1 ,I j f ,I 2�7 s _ } CBL❑W❑FF SEE DETAIL N❑, 203) m • f T---r-t, -ri7� a_ <•.••: • SECTION 72nd AVENUE STRUCTURAL "STREET PLUG DR ci ci (� C} Lj Cj N� • UNDISTURBED EDGE OF PAVEMENT ci ci ci cC SAWCUT & "ETAYNER GLANIISLLiREMOVE EXIST. ' SECTION LLI cn CURB & GUTTER DARTMOUTH WIDENING (LEF N.TS. MI CP) REQUIRED calm SEE SHEET 10 FOR DETAILS O.. a o 0i. 0 0 0 --,i'-oni 04 0 (� EXIST & PROPOSED CURB & GUTTER N. T.►J. ����rt_. �.I , }0"MIN. ® .` ` � �= � �- ►= 1= f 4°\ O O �O �O �O rr ii - N 11 �I �� (7. * U U cy cy o \I_ I�� r ac a or z 0 aSEALANT MATERIAL - HOT POUR ASPHALT ' j � T �ti•��, a,.ii Loll �ui �vi �vi a vi DW,.o a a „ 1 ," VULKEM 45, OR SILKAFELX 2C •.�. ��`� /� 1'-O"MIN. aZ oL caZ c�Z cab t] M ° q, $ ° 7 , PORTLAND CEMENT CONCRETE PAVEMENT / \ k/ /' 7R v N_ V_Tm rW_m �mN_m 00rn a 1/4" BELOW SURFACE ' `- � �/V,'' lit3 tii 3 a3 H 3 tii, ri wD Q v a'(� a i] or U a U a U a,;,; ,',',;'; 01';';1" 01;1'1'0^„'r,a;,;,;'r'';1;,; 1;;' '1 ' r,,r, ;r,,; 't ,;;r,,; i9 i i;'!'''i ii'1i',1' 2", 3/4" - 0 LEVELING ROCK `�► UNDISTURBED3/4" EARTH rn rn rn .3 rn 3 4", 1-1/2" MINUS, BASE ROCK I I I2,-D,s rr , n N G1 uI Io -O el (1J 1`;L♦""♦`t`♦�.�`tr•\..♦.,��V\.� t4�♦,♦.♦.\ }�t♦. ♦\♦♦.\ t♦ ♦\6., .�4\'�"• '`�:: � .� i , "i! �'.-v` „ MIN MIN cn I { I I p ♦,,yr�.,ti...t.♦-0$. . ♦ , zs.,♦♦,t.�. • o.,r t.g ♦. ♦ .♦,,,♦♦.,♦,.�:. .'•.., ; w "Y• r Q O O ati .♦t' t♦••,.t♦♦l•..\♦°'♦\ +•��y"t♦,,.`♦•. 4`-\Vt\��.\•^4\••.♦.♦. ♦♦t�^�� 1+�\^°�♦'♦.��r A '..� - ..,.,•.♦ .. •., .,• ... �.. ... ♦ '..'-. ,. -� MJ GATE VALVE AND _ 9 , COMPACTED SUBBASE "' .,�V\°"�'-4�.\tom.\♦\,�•y♦.,y♦\'.4':"t.°.\ \'♦4♦♦+.\♦ ♦...,. ♦ \.•• ♦ ♦ ' 1 .. '.,N • .t� < \ `. \ \' •;♦ \.`•':- ... ,*.,,d. ,..•-N,N:.0.,w; �z. zti.sl . •:':':�. `, . . ICE. • 1 _. 4 . VALVE B❑X C❑MPLETE ?�t♦` t°4... ♦�t;Ct \^ 4t t;•��\♦♦`♦ ♦tot♦4:°��`i t \�t , FILTER FABRIC 1 � :4,4i.-•.,\•!\� t,�'•',•1,;4'♦�,♦„♦� �4\Lv4\�4• \ \� \`V��;�CS4\V*u t♦'tom yti``�i' NOTE: SUBGRADE STABILIZATION SHALL PLAN Lu BE USED TO STABILIZE ROAD D/4 TAPE TO PREVENT BOND 8 ui SUBBASE. IF NEEDED PLACE AS SAW JOINT FACE BETWEEN SEALANT & CONCRETE ui n DIRECTED BY ENGINEER L.i k m man 6 ci o INITIAL SAW CUT OR '�' rn ow Z m o , INSERTED STRIP r DETAIL No. v DARTMOUTH STREET STRUCTURAL SECTION TRANSITION JOINT DTL 4TualatiIIValleylgaterDi9tr�t ,--" [ COLLAR THRUST BLOCK 2D0 x ix A o cilN.T.Sr Lc) DATE: 02/19/99 01 PROJECT NO. 95-10201 u, DRAWING NO. 51021DT1.DWG m -D Q SHEET 9 / 13 l 1 en c4 , a, U > ZW C5 F� oO Z0 WZ a E- - EXISTING DRIVEWAY - O o 32' Ucon 1-t ] y, MATCH WIDTH & GRADE 16` 16' 8' firjOriarlilliimmommilW9-7 �I WW '``i`�A __ <4' MIN.) 444 Z WR W LINE 20" CURB JOINT -� AO T _ Z Z,, FOR CURB INFORMATION TYP. I,LZ�1Z-_Nw�1���ff�f jt'ArI 5' MIN. • SEE NOTE 5 ROW a �" 5' MIN, 1 I i ` I F•f SEE NOTE 4 SEE CURB DETAIL � / x � °O RO GROUND V �2% ii�i�ii/r�wwytra�rrl�/i•i.•iiiJ c7 V, ICI �`' - VARIES -r_____ I �. i �!Q!�' �� ° a �. r'. CI�#Y �� a c� ,Irr t ':Sa.. Li. SEE NOTE 3 R/W r ;2%< S1- ii� :. �8 \ f ` .�" 6 ROAD -,:, r . . �'1/41111*.......7:410. i % �j , s� Gtl ^7;,. p AD q., n., ► " ��Ic:?�'�quo'I, �:I ls-4� s►. o SEE p 'Y '`�\i ye_ 12, r 1I-II�NI�;'�l �Q ii E 3 • 00i 5N2% SEE NOTE 2 2%1SDEWALK c) BASEROCK /0(3 ut -- �- m COMPACTED SUBGRAD )0illE /�0 6A ENLARGEDR/WONT IN EASEMENT 6' 30' MAX 6' AREA TO CONTAIN WHEELCHAIR -, ' An '. RAMP AS REQUIRED SIDEWALK ADJACENT TO CURB CONCRETE APRON 10' MIN STRUCTURAL SECTION 0 1. MATERIALSr p„ c PLAN To CONFORM WITH MONUMENT CASE & COVERo COMMERCIAL DRIVEWAY 0 2' X 2' X 63', 12 GA. GALV, PERFORATED STEE_ 5' MIN. DETAIL (SEE DWG. NO. 142) POST, ROW 4... r J `�� - 2 1/2' X 2 1/2` X 18', 12 GA. GALV, PERF❑RAT=D r • +in T 2� r - - i=11=11 11 . A11-11-' .9 j crl GROUND STEEL STIFFNER POST. ROAD J 3/4" 3„ EA�x te. NOTES: CT) STREET ° w p` q A DRIVEWAY VARIES ` pk‘,..k.r,,,(- 2 1/4' X 2 1/4' X 36', 12 GA. GALV. PERFORATED -I ILA IFS n I�� ' pSTEEL ANCHOR, 1. MONUMENT BOXES TO BE CAST IRON OR NHS, r%) 2" OF 3/4"-0" BASEROCK ALLOY SUITABLE FOR HEAVEY TRAFFIC ,c�\, • ^✓ 3/8' X 3 1/2', GALVANIZED HEX DEAD BOLT WITH COMPACTED SUBGRADE LOADING OR 1033 SUPPLIED BY: c``� 6� • �J, `~ 2'° OF AGGREGATE • O LOCK WASHER, OR 5/16' CORNER BOLT. z�CD * o 1X (3/4" 0") COMPACTED °,' • SIDEWALK AWAY FROM CURB INLAND FOUNDRY CO. INC. o � , SECTION A A 1/2° 0 7/16' X 5", GALVANIZED CARRIAGE WITH FLAT AND 191 N. 39TH W7 cci 6" X 6" 10 GA MESH EXPOSURE LOCK WASHER, 2 BOLTS PER RAIL PER POST, NOTES: SPRINGFIELD, OR 97477 1.� 33" (541) 747-9172 <�f' Qq p SEE NOTE NO. 4 0 2' X 8' CR❑SSRAILS-PAINTED WITH REFLECTORIZED 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE �� 01'-P o RED AND WHITE PAINT. OF 1-1/2" TO 3". OR o 0 Q NOTES: 25' MIN. RADIUS (TYP.) 2, SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2. PANELS TO BE 5 FEET LONG. NO. M 1010 AND SUPPLIED BY: ` > J 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. FOR RAMP INFORMATION O FOR STREETS AND HIGHWAYS AND THE OREGON SEE WHEELCHAIR RAMP DETAIL (NO. 128) SUPPLEMENT, 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, OLYMPIC FOUNDARY UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SEATTLE, WASHINGTON 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 0 3F-1 BARRICADES CCFOR SIDEWALK INFORMATION 6C-8 BARRICADE DESIGN 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 2. ALTERNATIVE TYPES MUST BE APPROVED 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED SEE SIDEWALK DETAIL (NO. 120) 6C-9 BARRICADE APPLICATION CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. BY THE CITY ENGINEERING DEPT. PRIOR I I MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. POST SUPPORT DETAIL TO INSTALLATION AND MUST CONFORM ram.+.: 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE R W TO THE FOLLOWING MINIMUM DIMENSIONS: 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. / IACCORDANCE WITH THE CURRENT STATE OF OREGON CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. STANDARD SPECIFICATI❑NS FOR HIGHWAY C❑NSTRUCTI❑N OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. a 4. BARRICADE FOR SIDEWALK IS SIMILAR. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER Z t Z PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO 8E PLACED OVER PIPE. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW FINISH GRADE. NO SCALE NO SCALE APPROVED BY: C NI, APPROVED eY: APPROVED BY. - - _ NO SCALE A NO SCALE APPROVED BY: APPRovm BY: AGUSTIN P. DUENAS / AGUSTIN P. DUENAS i- \\ AGUSTIN P. DUENASf"\ NO SCALE ENGINEERING DEPARTMENT STANDARD ; `\ ENGINEERING OERARTMENT ALTERNATE / AGUSTIN P. DUENAS - �, air cwow EA DWG. N0. ary ENGNEER DWG. NO. \ ENgNEERING DEPARTMENT ._. - STREET ENgNEERING DEPARTMENT _ i' \ AGUSTIN P. DUENAS .>,niklrlll411. :\ IS123 S.W.HALL BUG. rws ry,�mlt .:, ,31u sw.HALL O . I. l 15125 S.W.HALL BLVD. an ENGINEER DWG. ND. M O N U M E N T .,� ❑GAim,OREGON 97223 DRIVEWAY .t1 -!t TIGARD,a+Eoaa 9722] II CITY ENGINEER DWG. NO. ENgNEET2iNG DEPARTMENT wR� SD3 e39 4m vacE 503 era Mrn nwrm.OREGON o7uT - '3,ryi1114�1 nrAim125£aR€�oai ry lA ' CITY ENaHEEA DWG. NO. ihn+ \ 13123 51Y.HALL eLw. COMMERCIAL DRIVEWAY 1 BARRICADE ++ARCH ts96W 1C ; MARCH 1998 1 4 ; MARCN 1998 1 '� E.._ _ CITY OF TIGARD APPROVAL DATE CITY OF TIGAR�D APPROVAL GATE CITY OF TIGARD F'�1C 6D'� e°~7�� r•/. rAx: Soy)aes-�zw 120 ; MARCH 1998 BOX 7 Vdl� (SN)eJ�4177 192 �L � { ) WALK �,_�•., r�D.ORECOH i7?S3 7 MARCH 1996 �i '+vacE: ISaT eaa-a17, �� ...1,1. I1 OREGON OREGON OREGON APPROVAL GATE CITY OF TIGARO FAX: 5°3 "4-F2W COMM APPROVAL DATE CITY OF TIGARD - OREGON APPROVAL DA1E Z Q 0 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL. 4 D + 0 0 o Q CC Z Lai z o N a CC R Lo CROSSWALK STRIPING w o CONSTRUCT 1/2" LIP TO 1 SAWCUT Z0 a .`n.. PC/PT CONSTRUCT DRIVEWAY APRON SURFACING w MIN. 3°' SAWCUT AND z MATCH EXISTING MATERIAL 3/4" R 6" EDGE SIDEWALK + I VERTICAL BREAK •g • "4 TOPSOIL 111 DRAINAGE BLOCKOUT P CD -zr I CD Izr • PIPE OR AS N DIRECTED CURBSIDE �t ` • ° • ' •';: 1"-- 6" J.D. /COUPLING BASE MATERIAL I 1 w j EXISTING PLASTIC S. r ily,..,i. «� GUTTER•. :, 4 ,. • ', -- - ! OUT M m 1 I S`aDf P 5' PAVEMENT • 1" BATTER - H I7=i1=e=H- rl 56 __ DRAINAGE BLOC 5„ � K .4 . . -t��T�swur�r'' 111111u11HT1n�9nili I milli J „ �� 3., I.D. PLASTIC ��NS 1_ SECTION aIp �� ROAD 1„ 1" R1 sr a Q 4. 0 ¢ o <o � /i ° �LCIGA; i Erl 6„ 1111r Y m _ / Q - X - --�_ PIPE W/COUPLING rW AAGGREGATE _._ I! u a a Z x . ,9 rll I 1 2" • W < Cr S ¢ , //!I'l!/!//I%'s4 4.• • n (I) F �. 5' 2 OF 3/4"-0" COMPACTED STOP SIGN LOCATION C CURB AND GUTTER 6., 4 1/2 1= < co �,4v o d Ilil11 4 µ>I m t10 O I (INSTALL 4" PVC SLEEVE '4 a MAX B�q �" an * am J o p o a •~.. D r%7 UNTIL PERMANENT SIGN _. .P SEE NOTE 4 0%- ° °a;o ° °• 4;" 4I`-11 L o, c0i °in `� INSTALLATION) ��` 6. °1° BASE COURSE-� " ° • Il+Ig a I a a< ° <✓,J Q • ¢ O r7 qQ\�� �� ONSTRUCT 1/2" TO 11n- • m w �Q� EXPANSION SAWCUT MIN 2' 3/4" RADIUS LIP 24" - O 0�(� a c) c JOINT (TYP) FROM FACE OF CURB :•4� q Q 4 , \ Q.. C9 ce CONSTRUCT DRIVEWAY APRON Q --Id rw w } 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR od 9" La.11 PC/PT APPROVAL FROM THE CITY ENGINEER. i4m O O_ A .b.,. ,.. oaa. z ¢ (? C3 U C1 ICJ U cn\ % %///f// ,.. �.:. ►.' ''. '* 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. N Y Y s a1 EXISTING ilA..„, , iff �J . •. ' . ' . .` �� W` I LLi L i LL? w w - rn PAVEMENT ��� tea-~ ` ' .- • �p 3. EXPANSION JOINTS: �•�a 6' SECTION �1 '' „7 � Z�1♦ PLAN VIEW ; Al1411 i�� '••' A. TO BE PROVIDED: NOTES: cu . 1 1) AT EACH POINT OF TANGENCY OF THE CURB. I o o © coo `r .� -2" OF 3/4"-0" COMPACTED AGGREGATE 2) AT EACH COLD JOINT. 6" MIN - 6" MIN i Q d < < < < (Ti � •� STANDARD CURB 3) AT EACH SIDE OF INLET STRUCTURES. 6" MIN BEDDING BELOW Q 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 00^ 0 0 00 0 h 4' - - - 4' 16" + 10Me , 4) AT EACH END OF DRIVEWAYS. OUTSIDE OF PIPE BELL �w cti w OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING vi FLUSH 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. n04 TO A MAXIMUM OF 20 FT. o O O O O o d III III=CLJ 2%-� 12:1 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, .).01. m o W dw 1 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON EXTRUDED MATERIAL O 0 a 07 Ii- '�' • `� NOTES: WITH A THICKNESS OF 1/2 INCH. - a icr cKE Ill --- �-I��---r -I-_I 'i _ ! �M W4TH A MINUMUM THICKNESS OF 1/2". a ' 11`il a `;rs3 '~c c_ 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE 4. CONTRACTION JOINTS: w w w w w w a ,...000.0 �° o°o 0 0° TO CURB FACE AS POSSIBLE. \\��j\ \\ \\f%\/ \� 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART a vi i vi a vi ri vi a vi a 4" P.C. CONCRETE I '. 000°ao ° o o aA. SPACING TO BE NOT MORE THAN 15 FEET. \\ \/ \1\\�\ \' I WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROS'S SECTIONAL AREA. B z 4 z z z 0 III I= °o° ao° oa° o /� � �\� w w w wz III,,- a o a°aoOOGL a" 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 0 E' 2" 3/4"-0" AGO. BASEROCK DIRECTED BY THE ENGINEER. SSTTABIILIZA111ONN,FOUNDATION 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. ,p 0 0 0 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO D u ca ca o c 1 O o SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET C" SECTION A-A 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET co co co ' rn CD ' OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED AND MAX. OF 3 FEET FROM PROPERTY LINES. rn rn • CT rn CI AND REPLACED. 6. DRAINAGE BLACKOUT - 3" DIAMETER PLASTIC PIPE: W N In I) 05 . 1n N o NOTES: NOTE: cI N cI 0 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING A. 3" I.D. PLASTIC PIPE WITH COUPLING. ❑ I I I I I I LT--; 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. - ° co o PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ° o 0 0 3 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE o / SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 2. JOINTS TO BE TACK AND SANDED. , 17E 2. CONTRACTION JOINTS SHALL BE SCRIBED 3 4" DEEP AND RAMP PANELS SHALL BE SUPPORT UNDER PAVEMENT. °` BE EDGED ON 4 SIDES. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 3. SAWCUT SHALL BE TACK COATED W3TH BITUMINUS ASPHALT EMULSION. m AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 5. AFTER CONCRETE HAS CURED, SEAL JOINT. g LL_I 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. U AGUSTIN APPROVED nAPPRO�B NO SCALE / AGUSTIN APPROVED DUENAS '� AGUSTINDWEn BY. ' W Ill 111 Z n NO SCALE r,, NO SCALE APPROVED BY: NO SCALE NO SCALE Li / AGUSTIN P. DUENASP. DUENAS Li ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEERING DEPARTMENT STANDARD CORNER / h CURB KNOCKOUT / ENGINEERING DEPARTMENT / L1 ENGINEERING DEPARTMENT ?- DWG. NO. CITY ENGINEER DWG. NO. CITY ENaNEER CURB 3 p� GUTTER ^. T DWG. NO. ENGINEERING DEPARTMENT TRENCH w �" O CITY ENGINEER ,'nkifryllµt}I':V� iJ125 S.W.HALL BLw. V�1111111�4.`\ }3125 SW'.HALL KW. li V RI7 C( \71�T I ER in P1 \ u,x5 S.W.HALL BLVD. an ENGINEER DwC. N0. op,dglll�ll,N `, 17a21 sw.HALL BLVD. 47T!ENpHEIIf ,]TAN DARE CURB DWG. N0. J J m m ym,nlrylVll'y ••. 13125 S.W.HAIL BLVD. -- _ _�� M7ARD.OREGON 97223 FOR DRIVEWAYS I DOARD.OREGON 97723 aou - --- /''� -!�' TIOA1m,OREGON 97223 Q Q .�' .--i 1! HOARD.OREGON 97223 '• - V7;ECE: 403 es9-a71 ''' wlaE:Rai ew-4rn ..4.1, la HOARD.°RENN 97223 11 .r.,. _ a '�+�-^^•"�' vats:(soa7 b39-44ri MARCH T 498 WHEELCHAIR RAMP '� �{ 3 MARCH 1998 145 MARCH 1998 I wlcE. (SD3)e39-a7t 61r MARCH 1998 125 2 5 () V Q CITY OF TIGARD EAC SD3 ee4 7xs7 CITY OF TIGARD ( 7 C EAx (sD� ee, n97 w L,T Y EAx So3 aea 7zr7 EAx so3 ee4 r197MARCH 1998 B A C K r I L L CITY OF TIGARD CITY OF TIGARD Tue � aan97 CITY OF TIGARD APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE `1 m OREGON t _ OREGON - - APPROVAL DATE - • �, fY U1 Q w p (73 co in DETAIL, 5 DETAIL 6 DETAIL, 7 DETAIL 8 DATE: 02/119/99 -, Lc) PROJECT NO. 95-10/01 0 DRAWING NO. 51021DT2.DWG 0 ._ U SHEET 10/13 CL I r 1 M enN a V o LOCATE FRAME AND COVERill 2'-4 3/4" (5 Lei OVER LEDGE OF AT LEAST Z V a. 2'-3 3 B' rW,� ' h 12'" IN WIDTH p:...',:V- • " -.q•.� • -.•, ;- .a 11 � Q", O 11 ffi Q - i s i WI M a' �� l A /L..... .v, A A Q'" _ o� O ° m w WLt4 - `O v . .v `' • O 0 0 0 S 0 0 SEE DRAWING NO- 170-ST �/� f^. ' ' v-j 0 0 2 1/2" x 1/2" `n w 1'", d 4.' FOR FRAME AND GRATE 1 0 /•mi W i" --. MAXIMUM 27" FROM IIISQ. EDGE FLAT BAR I. (4 y Q SET FRAME IN NON-SHRINK [., TOP OF FIRST STEP*, I—I w TO TOP OF CASTING ,r a•, +. GROUT 0 p 0 .� RECESSED CURB INLETS a" X 2 1 z" X 3 e- NOTES: �;° � GRADE RINGS (2".4",OR 6") PLAN VIEWTO BE INSTALLED IN ANGLE SET IN NON-SHRINK GROUT - fl E3 ACCORDANCE WITH 3/4'I Z Uj 4 -MANHOLE TO CONFORM WITH 1-t "'7 - ASTM C-478 STANDARD ECCENTRIC r-CURB DRAWING NO. 140E-ST I TOP OF ■I W -MANHOLE FRAME AND COVER 3' CONE � Z AS SPECIFIED SEE DRAWING 110-SA/120-SA � SANITARY STORM .'- 1.1°1.'_L 1.° 1°I_:1._1_ . ' PLAN zy-ALL PIPES ENTERING OR EXITING I I' I I I I I I /PAVEMENT SHALL BE WATER TIGHT • - -CHANNELS TO BE 3/4 VERTICAL --4 a I• I r.• _ 6' 13 1 2" 2 1 2- HEIGHT OF PIPE-SMOOTH FINISH 24-3/4" C 24-3/4" _ _ f � ,.., S ,o O 1 Q • -Lowy.,. B Ik II it 3/8` x 2 1/2" FIAT BARS 111-1 WEEP AT17/8� O3JCENTER-RAM-NECK OR KENT-SEAL TO BE p- rUSED ON ALL MANHOLE SECTIONS %f`ifi+Sf/f/i�/ f//ti/'ff/�ff/ii/ 'iJf r H A. z t/2" a�� ��I��iirt� w J INSIDE DROP MAX9MLIM 2' MANHOLE SECTION w w / w w T MAX a w.',v MAX , 'e ���1 �� SE�TI© B (VARIABLE. 1'-4') ~-�L //, � W n- n II�� ������ ��� 'VERTICAL DISTANCE INVERT TO INVERT 21" Q 18" II IIII -- -- - 22" 22 _ ., <1 -L � '����i 1���1 �1I1I #�I�t�� I TOMI BEM HEIGHT OF STANDARD w A ,l�I�1'I'I'I1 Itl l'I�,�I��'� CROSS'AIRSTO BE 5' m a m a m •4 '4 . '.'.Q CD -SEE DRAWING NO. 100-SA MANHOLE STEPS 27" D Q 27" _ m 2 e �.� 'sue- n p • "" rc �O 3/8" RODND KNOCKOUTS TO BE USED YMEN STUB OUT PIPE --1 25" 25 FQ ¢ m r nrS 3' OR LESS N N > .' S-MIN. .20' FALL BETWEEN INLET AND OUTLET `g TvsPo .. '� �/ I--� 1/2" 1)2' . 11���� �'!'�1 I�I I���II��I'I z cC7\ W w CI 0 J 6" 2'-4 1/4" 6 I .6" 2'-3 3/8' 6" Q I-9 ID \� - 8O3.. " 3" II�11111111 1111111111�111 '' � T12" MAXIMUM 1"/FT. SLOPE 7. SECTION A—A SECTION B—B , j/4© FOR CONCRETE PIPE 1" MIN. FROM TOR OF , I 2 1/2" _� PIPE TO MANHOLE / SECTION I 23" I I 23" I NOTES: I�I�1���1���� �s��1�1�1i'1�1�� /��.•� a 0 - 24-1/2" 24-1/2" B - - i# CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 TYPICAL BOTH ENDS > 31" 31" 3/8" x 2" FLAT PLAN OUSER BARS AND > -� _.......ASTEPS REQUIRED FOR CATCH BASINS OVER 4' (SEE DRAWING NO. 110-ST) BARS EACH END '/16" Y SECOND SECTION B--B f •IIii..Iriai . III_ 8" OF 3/4" COMPACTED BASE MATERIAL INNER BAR 12" OF 3/4"-0 COMPACTED 8",MINIMUM CONCRETE 0 ,. PRECAST CATCH BASIN: NOTE: BASE MATERIAL NOTES: NOTES: MINIMUM WALL THICKNESS TO BE 5" FRAME AND GRATE MATERIAL SHALL BE FLAT BAR STEEL OR APPROVED EQUAL. CE .ry 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STRE _ 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL SIRE ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETING A 2- COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. HIGHWAY APPLICATIONS. ' r ' -'::z..4:::', 7 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND, 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. �Li,.�t 4. NOTCH LID FOR LIFTING HOOK. 4. NOTCH LID FOR LIFTING HOOK. - - STANDARD MANHOLE r unified SUBURBAN AND STANDARD r unified SUBURBAN AND STANDARD ��. unified OVERSIZE GUTTER & CURB sewerage OVERSIZE CATCH BASIN � i� �$ Q sewerage MANHOLE FRAME AND COVER `l sewerage MANHOLE FRAME AND COVER sews INLET CATCH BASIN �- FRAME AND GRATE Ufil agency VA VA a n 9$ Yu � a u � a � � W i DRAWING NO. 010-SA agency Y DRAWING NO. 110-SA ��� DRAWING NCI. 110-SA �n� DRAWING NO. 160-ST ( C G`--- 2) DRAWING NO. 170-ST0 VJ FILE DaAFT;SANtl so DRAWUIQ 9t1019SA ,""vulir....• *�°60'WPM. r..0°"ffi°"'�Se"a"°01°t" FILL DRAFT:STORM SD DAAIND SD,°UST PLOT 1,1 FILE DRAFT:STORM SD DRAWING SD150ST PLOT 1.1 r 1 E._ ',+�/ W z p 0 STANDARD VALVE BOX (HORIZONTAL) VOLUME OF THRUST BLOCK 18' MIN. D LID BEARING AREA OF THRUST BLOCKS IN SQ, FT, IN CU. YDS, (VERTICAL) CLASS "A" CLASS "C" 24• MAX SIDEWALK ADJACENT TO CURB STANDARD VALVE BOX V ..... r� TOP COMPACED NATIVE al;, 1 NATIVE MATERIALLID FITTING 45' 22 1/2' 11 1/4' FITTING BEND ANGLE MATERIAL AS , +� .�.. TOP CO BOTTOMP, iJF TWO) SIZE TEE 90 BEND SPECIFIED ;'i 11I! . '4"•• BOTTOM �+�� 3 -0' - 6 -0' SIZE i fl a I OMPLETEISER // BEND BEND BEND 45' 22,5` 11,25' \ 1; i i 111- (TYP• OF TWO) rlI •I _ � r - 3'-0' 6' _D' 4 1.3 1.8 1.0 1.0 1,0 4 11 0.4 0,2 �"i N"jkl ,; SIDEWALK _ !`< �I 18' MIN b 11 .BREAK FLANGEFACE OF CUR �6' MAX. FACE OF CUR �,r,• O FINISHED GRADE 8 5.0 7.1 3,8 2,0 1,0 8 4,0 1,5 0,6 w T n Ir-T. -'I t f � ti • ' ' 3,, ' • '. \ ® y J ° / , a a Y FINISHED GRADE 4" MAX. 12 11,3 16.0 8,7 4.4 2.2 12 8.5 3.2 1,3 , a s ,- °„.' . 4' MAX, 16 20,1 28.4 15,4 7,8 3,9 16 14,8 5,6 2,3 a I. va :"e- --.: .. : • ! < -d DRAIN ROCK POCKET .ITS': :L Jy 1 G FJ C.20 311 444 240 123 62 35, // 4 CU. FT MIN - 24 45,2 64.0 34,6 17.7 8,9 e PIPE 5 !� 1 2' BRASS PLUG 0.D. �;� �', f . . �w 6' DUCTILE IRON PIPE - I 2' BRASS PLUG I HAND TIGHT VALUES BASED ON 200 PSI WATER 24" MIN. 1� =14FI N; �� M� , - 1 HAND TIGHT ..."-.,. ".. ' �.ro. .,. , 2' IRON BODY GATE PRESSURE AND 2000 PSF SOIL BEARING + """ ' ! /I .II IIl_Isli III II O 2' ADAPTER COPPER CAPACITY. ��,� 11 II� 1+1 �I�i "• I 2' IRON BODY GATE 1` VALVE WITH 2' I "••��*-"-._ I�` I -� 2' ADAPTER COPPER � � SWEAT TO FIPT 5 N EXISTING TRIM EDGES TO �. OPERATING NUT Q r. SWEAT TO FIPT ' �l� ] VALVE WITH 2' ¢ REPLACEMENT -� PAVEMENT SOUND PAVEMENT 6' MEGALUG RETAINER N I OPERATING NUT PAVEMENT ?!ti, �'� �°'� � `'� "� N. - .r_ 2' x 1' 0' BRASS 2' COPPER TUBING �" g" GLAND CE$AA IRON) G• GATE VALVE 2' COPPER TUBING U a0 °° Joo l (TYPICAL) . � II� / CONCRETE PIER TES' 2` x 1' 0' BRASS CC _ CO ry °u NIPPLE • yi I MIN MIN °. �;• -p T .- r _.T BLpCIC FLG, x M.J. " o F• i NIPPLE •,. (TYP]CAU Q. ' • ,. s ° • ',y��� CLASS "D,. n _ �v, c>t A - .-w` r"•g.-1 ^nr COMPACTED N.J. x 6' F o. T tiFF' w ) _� �, CO SEE NOTE No. 1 E = . ! t./ O6 z c C3 ED GRANULAR T 1 L.,.., , .i�• j• ba ! 1111111001110111111 1 / 9ACKFILL AS SPECIFIED THRUST BLOCK <1 + i y�i'Y/ E.- ,„ _IF !' .., ___,_ ,. .- __ _LEillei° ,r�p.••. ' Iw1<:,, � s^� , '4 J°' <yt-• -'Anki ; dr`.. �' yY%�rl\j\ • i�; I I.I I� .1 _,!`sI may;` � � U' Q t[Ii� �s��*��+� 2' ELL COPPER • T/-Y�/% ;.� 1 i=A. SIDEWALK WITH PLANTER ,,• 2- ELL COPPER.'i�r•���...1.e p• `Li *+N,• .� ' o•'� SLIP :ia `�"� + r f• r, I r % • . `4W r BEND • !�' Ci z �� • • TEE VERTICAL BEND k i,. +., . .�� SLIP °° ��r' ,;•• ,� TICAL } STRIP AT CURB Is• MIN. //� rz�° ���• ��, f,� w \�f "`�l� K���`•, FITTING ROD o w® ..� 24" MAX rf? f `c._� t., ,., I- m t� f r_G y\(�`y/1EMBEDMENT w a_ ?�y i CY ,- '''4,,,...,-,-As. ' ADAPTER COPPER SIZE SIZE a _ d C) Q I'- / �, 0 < J i ' ADAPTER COPPER (1 J SWEAT TO MIPT \�/\�/ �p 4'-12' #6 30" a 0-¢ w SWEAT TO MIPT 0 = O7 YPICAL COLLAR BLOCK CONCRETE PIER Z. // °0 14` 16' #8 36' a'® SIDEWALK 3' MIN• BREAK FLANGE YPICAL COLLAR BLOCK CONCRETE PIER SEE DETAIL # Z00 BLOCK \'''- `\ 72° \ \ j -- 6' MAX. ul 00 _it_It. .! ,----)--QD e -qI //�\ " _' SEE DETAIL # 200 BLOCK 2' TAPPED \I ki •.-�` `�-�'C•-••••-•••�i k a' - G} �(7 O + :II a •° n 2' TAPPED N�~ �\ N❑TES CLASS ��E 1\; s'( o 4 • _ `S' • , TYTON JOINT PLUG OR TYTON JOINT PLUG OR � I ',�-;.� r r r � � _. • � M.J. CAP WITH MEGALUG ✓// " ;: ' , r, •F� .- t•i3'h414010,+ ir4 1•4 V r7 RETAINER GLAND :' ;//\// - +`�,\/ 1) CONCRETE BLOCKING TO BE POURED AGAINST e + --y� ����+ ' + " + t, + M.J. CAP WITH MEGALUG U COMPACTED GRANULAR � � :L,•+ri��;�;'s_��.,�- BACKFILL AS SPECIFIED RETAINER GLAND LLI u k,, / UNDISTURBED EARTH w '0 Ill / FOR THE TOP 12 INCHES T- / / a,g'0i - ,- k'I ' 4 I I <:` 4 FT. (REF) O ` //�,% 2) ALL CONCRETE TO BE CLASS 3000 S d :,�/ r,1-4,F�{<• a. NOTES: \ o I �' ..Vi ` 3) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET - NOTES: - 1. THREADED BRASS PIPING MAY BE STRADDLE BLOCK AROUND FITTING• SECURE SHEET ENDS TO PREVENT z 4. %` 0 1. THREADED BRASS PIPING MAY BE USED IN PLACE OF COPPER TUBING INFILTRATION OF DIRT BETWEEN SHEET AND PIPE ,� w SEE DETAIL No, 200 FITTING PRIOR TD PgURING THRUST BLOCKING w Li_ NOTE USED IN PLACE OF COPPER TUBING a. a U U U U U Li, PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS a "�' w w 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE, Y 1 1 Y Y Y FROM CONCRETE WITH TEMPOARY FORMS AND `- --. _� a 0-m FOR SIZE ON SIZE USE A M,J TAPPING SLEEVE I,j L,j I,j Li Li ,j o-) POLYETHENE SHEETING SEE NOTE No, 3 2. ND OBSTRUCTIONS WITHIN 2 FT• OF FIRE HYDRANT cn o 0 00 a a 0 LO _ O_ CC EC 0_ ce LK EZ, I" DETAIL No. •1 , DETAIL No, , F ~, DETAIL No. ,- \ f DETAIL No, f } \ < < a c¢-'r a < �" STANDARD BL❑W❑FF THRUST BLOCKING TRENCH BACKFILLFIRE HYDRANT l DETAIL No. r R; ualatinValleylYaterDis rict J 0 3 ua atlnlalley aterDistrict DETAILS 0 Y J ABOVE THE WIPE ZONE ` ( F J Y PN STANDARD BL❑W❑FF ua a >txValle Ater Is rtc ua a In alle Ater istrict STANDARD INSTALLATION 101 ua a mire a er District LL i \ i \\ J O O C7 C? C3 O vi CU NOTE: FOR WATER LINES IN ROW AND EASEMENTS, USE TVWD CLASS D OR APWA CLASS B. a (3 ( 0 U 5 U< cn a -=C LU 1..1 . W LIJ W w< a CI_u6 &T a_06 4 Ih tt w7 aL F- LilZ LUZ wZ LUZ LUZ Li U7 GO LUO [JO O WO [ULU 3 D_oi U w U D_U O_U D'_a qq 0) 01 0, m cn at a) a) W N )y a) in CV Q 0. N Iri-N (NIN i` DO 11-7h - O O O `ter r) ) m dna- LU 0 ww u'�I z CD Li6i m m O _IZ -�--I `C 6 0 m p CD40 1-1-1LU Y Z Y LLI CU 0 CD LC) 0 0_ W ix I d I j a a 0 li cn cn cnDATE: 02/19/99 car PROJECT NO. 95-102,01 co DRAWING NO. 51021DT3DWG 0 U SHEET 11 /13 S.W. 72ND AVENUE STA 10+00.00 = N STA: 21+74.29, 6' LT PT y, � DARTMOUTH STREET STA 24+72.85 STA 24+20.65, 28' LT ' 0I o EXTEND SIDEWALK TO CONFORM WITH TA: 21+88.49, 6' LT PC STA: 23+01.46, 28' LT PT I ›.1 C) �' EXIST. SIDEWALK AT COSTCO DRIVEWAY X? STA: 23+01.18, 6' LT PT W 1 44 • BEGIN PROJECT Ld1VllT ` GRAPHIC SCALE g' - - TYPE II LINE - 11 o / DARTSMOUTH 00 0SI'REET LEAT IZw00 so 25 so6 _� STA 24+22,0 6' LT_ o100 zoo ! O STA 24+23.74, 6' RT + Z�\ /\ "� STA: 12+00.00, 17.93' LT01100k STA: 12+\\, r - NI w O/ , f\\ i� \ STA: 12+29.00, 17' RT -. ,+ \' ` TYPE I LINE ( IN FEET ) Mil '- I]p - �, � STA: 14+35.66 , I,�' pl / .1‘. I�L 1 inch = 50 ft. 1 TYPE II LINE r�-1 rTl W r�� W�T� i / TYPE III LINE I ... 1, � WW Z 4 t6'T Lr, �..1 v` 1/4...„, 4( L\ : Ar TYPE I LINE �`� k � ,� �pQ' F-t W °` TYPE II LINE N f i 40 OW( ['' .wkip STA: 22+80.02, 6' RT I �a STA: 10+4225, 28' LT BEGIN a W o ,;/ pr \, \4 STA: 13+58.10, 6' LT STA: 24+25.74, 28' RT END ' • STA: 10+43.36, 6' LT BEGIN ~ V "' 0 16 �11 �12�11'' 16' , t:4Z U Z O / STA: 14+00.00, 28' LT STA: 10+45.08, 28' RT BEGIN x Q O p, N. STA: 14+75.00, 6' RT TYPE I LINE 4 \ \ STA: 22+80.02, 6 LT PCC EXISTING } ,, 1 W STA; 12+00•00, 17'RT '�'a, \• TYPE II LINESTREET z STA: 22+42.86, 1,17 LT PCC STRIPES I I1 tei STA: 12+33.00, 28' RT '` .� I /�401pN, ,,. .-- ' STA: 15+22.49, 28' LT TYPE III LINE I 1 o i ,-,1`) AO Q 4) TYPE IV LINE 5 N TYPE Oil LINE I ` J STA: 13+58.10, 28' RT «.ti ,.• S� - STA: 16+25.00, 6' LT } I � ; q r4 Irtar !.` EXISTING EDGE rn R xs? O! PAVEMENT, I rn * ©0 `,.� A ' STA: 16+25.00, 6' RT PT TYPICAL 30I I �,3 : TYPE IV LINE 411 1 i 'ti4I \Q z� �t� r Aidir STA: 13+58.10, 6' RT i STA: 16+78.85, 6' RT PT C z I ���, U A* Q-� Q STA: 17+07.70, 0' PCC a o o ill: ��� ' ^� '�� �� STA: 17+61.55, 0' PCC n �f'� 4STA: 14+75.00, 17' RT01111111111111110- :,�,• '° M STA: 17+90.40, 6 L PT I /L jr1EP�� _`~_� ` STA: 18+44.25, 6' LT PT 9 tortilikoit Q STA: 14+75.00, 2$' RT STA; 15+22.49, 26' RT ' `� tf�ji TYPE 1 LINE I 1 3 > STA: 20+75.00, 39' LT `' t. ir h rr I STA: 12+46.22, 6' LT END ') ` V �` STA: 19+82.85, 28' LT , E-. ? 1� "-) STA: 21+40.38, 39' LT PT PRIVATE I I TYPE IV LINE -� �� _' 2$" LT a' • . •` - , 4 STA: 21+40.38, DRIVEWAY C .- I 1 TYPE I LINE r s r z 4411r . e. I '� I Q • �`' -STA: 21+76.05, 36.51' LT PCC o , Il Z i < �j 40%.44. i STA: 18+44.25, 6' RT S,4 �` �. r STA: 21+74.29, 6' LT PT �' DA S A: 13+26, 6' RT I } �� -�. TA: 21+88.49, 6' LT PC �` 0 01 CL TYPE II LINE TYPE II LI �� - 16' j11' 1�' 11'� 16'� • '1 TYPE IV LINEr E 0 r,.�'` • ,,.., 4 STA: 19+$2.85, 6' RT ____. -�� 4111111111r STA: 19+82.85, 28' RT ~� 0 - - id. I I Z 0 Z + - STA: 13+85.00, 28' RT BEGIN TAPER ( Ci— STA: 20+75.00, 28 RTI 0 04 -_ ♦' --I--- �a TYPE V LINE OE THRLF TRIYFPTC �2s ,D' 40• TYPE RI LINE `• r 111r El '� STA: 13+85.00. 17' RT END 1 A .r`B'- _e'WNLTE ulE 7 ',A�Tz.s ID -i "IWO WAY LETT mem STRIPE AT 4-YELLOW g l TYPE IV LINE p .� _� "7 OrIMI OWIL 0 r 1- l� �—.�•4- uses WRH Off II a-store 101NL'awn illiMillillia I,---m• 1S 4 AATTI[5,P RFD PAWMENT TRAFFIC SIDE \ -.OUI9PE LNIE 0 9IXA NM AT In'/4e �.r�'T• , r� MIMING TRAFFIC °�4• WARDS mama wows AT 40'0.s. STA: 21+74.29, 6' RT PT TYPE I LINE � 0 � I �1 Iy� Aer/ - ___ PAINT MATERIAL i I I ANTES e•—Tn- O r 4° 4O i4 _Two 4•Tnuow UN® STA: 21+88.49, 6' RT PCC TYPE PER STRIPING NOTE #5 �' I 4' TWO 4•YELLOW -��' yWNI TYPE I EI-OFIgW1L 4EL1AIY 13 �II PE I RNS�PAVEIIEM -_ -. 4� IMBED PAVEMENT ALARMS AT 4V 0.0. S. Er Cr) C� (2' - ' 4°µµa AT T6'O.C.FOR OBE AT 4 I ' ' IFS,WHERE MEDION I. SE IS LESS THAN 4'MOE. 40' 40 ST 1 VARIES Stir ---4• F9NLIs E IO AL( l WDH TYPE I - I MOO PAWNOR Q �� �4. LMRAae o�RYSER tome STA: 15+27.42, 28' LT A � SPACED AT 4'=SCE OF(RITE I,NE 7TyM[�pIf�0 SEE ` I I (�j,7+ OIMTMRIO �11fl5. 1 K 1 12'MINri - STpP MR-WNW OF 12'WpE V ARROWSm 912E s B' `ti/ ter- wTEIE mm Flan LOOM F STA: 22+E ARROWS SHALL BE INSTALLED — STOP EOM SWILL BE INSTALLED U.'RJ6 i�++ I z 1 ' VARIES UWNO T14OOOPLASPC PAVEMENT TER SE TIONIC I ThT MARKING IADTa1N44 STA: 22+42. 0 MARKING MATI'3BAL5 PER SECTION PER SECTION MI OF TIME war STANDARD N. e4e OF IPE ODOT STANOARD SPECIFICATIONS FOR HWY.OO$TSUCIIDN. 41I OFOATKINs FOR ST CONST. CJL 10' — Y� UD co LOCATE f 0'FROM - FROM STOP BEOINNINO OF FALL 12.6'-�,� 40' 40'BAR 2 9"7 N WIDTH OF TURN LANE _ 0 r t ++c12...—F 71 ENE U! -4'MOE WM WITH CT CO mm mm=�4• OPE II BI-OMN7'I.IOLML vow MBED PRIVATE -j ` L+, 'D z 2 //--�� -- �12 - AS + IMVEHIaIP WAXERS AT 40'O.F.. DRIVEWAY D ELMH URST °C ' ry' ON RAMS TWO AT 1r WHITE PAINT - _ w � M JIr� LJN6 LOOM�Ag4D AT 6'. ,‘(::)1,_,.. r- STREET o 10 LARS9LOO SHALL IN INSTALLED I15NIIG --. PER SECTION M6 D•- OINTESTANDARD (LE L 4��`�� Y4• MFOMIL STRIPE-Two 4'YELLOW LlE9 '`✓ WITH OPE 181-nNECTICNIM.'FELON r-12• SPECIFICATIONS FOR MPM..MET. - TRAFFIC 9TOE �~4' WOW PoMMEIQR IA4RIf015 AT 40'aC. z O ` 'rELaN - STRIPING NOTES: j z C 4. //�\, FACE SUM STA: 16+15.43, 6' RTli ` 'w Q x 1 t I 14 • FDr- }��� ^uar.,, +. :,:�' FACE CND (� CURB BEGIN PAINT MATERIAL r .< �/ 1.STRIPING MATERIAL SHALL BE EQUAL TO OR BETTER THAN DURA-STRIPE(90 MILS THICK FOR LONGITUDINAL LINES AND 120 MILS THICK „ ,„�,,, EuuN 8,4. FOR LEGENDS,ARROWS,CROSSWALKS AND STOP BARS),OR INLAID 3M STAMARK PAVEMENT MARKING TAPE(A420 FOR STOP BARS AND PER STRIPING NOTE #5 :�� z a ;F I TYPE V LINE w CROSSWALKS AND A380 FOR LANE LINES,LEGENDS,AND ARROWS).INLAID TAPE SHALL BE APPLIED DURING THE FINAL ROLLIG OF ASPHALT PAINT MATERIAL W � � PAVEMENT Lwelms AT 40 oc I PER STRIPING NOTE #5 J WITH A FINISH ROLLER. : >— m h L ,,, - \ 2.ALL LANE STRIPING SHALL INCLUDE REFLECTOR MARKERS SPACED 40 FEET APEART,EXCEPT FOR TURN LANES AND TRANSITION AREAS .' w < oT 0 2D \ <> 000T WHERE THE REFLECTOR SPACING SHALL BE 20 FEET APART. ''. STA: 16+75.00, 6' LT BEGIN PAINT MATERIAL Y (n , I- r 2 T -w�TE ran PER STRIPING NOTE 5 I�""IT LBO PER OFTAL I.4'-f-64 4i__o-f—e'_4 3.CROSSWALK STRIPES SHALL BE 12 INCHES WIDE,SPACED 10 FEET APART,AND SHALL EXTEND ACROSS THE ENTIRE WIDTH OF THE STREET. ' 4.ANY STRIPING,BUTTONS OR REFLECTOR MARKERS DAMAGED OR TRACKED WITH ASPHALT OUTSIDE THE LIMITS OF THE PROJECTT WORK ` U_ J AREA SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR REPLACED AS DIRECTED BY THE CITY ENGINEER AT THE PERMITTEE'S EXPENSE. J w�' NOTES: 1. LOCATE STOP BASS 10'BAac OF THE DOOMED 4. AL PAVaAETR uAN1aN0 SHALL CONFORM TO DTTE90N (1e64) CO W FOO LINE,WOE OF PAVEMENT OR CURB FACE. DEPARTMENT OF TFUMISP0RFAT10N SPECS-WARMS L. zo' �1-- 20 —I L AINCRO OF N PER WHISFORME ECO OF F LOCATIONS FOR BEAD BINDER PANT. COPIES OF THE MATERIALS 5.STRIPING MATERIAL ALONG 72ND AVE FOR IMPROVEMENTS NOT CONSTRUCTED TO ULTIMATE CONDITIONS SHALL EITHER BE BEAD BINDER ~•-_.. Oft B'BALAf ELF E1fiFdIDFn FOIRINE•FDOE OF PAVTTIkM'ON SPECIRCA71015 ARE AVANPBLE FADN: t C' DMOOIML ONES- 12•YELLOW LPN AT L'1�FAQ MATFNMIS AND RESEARCH PAINT CONFORMING TO ODOT SPECIFICATIONS,THERMOPLASTIC CONFORMING TO ODOT SPECIFICATIONS(FOR LEGENDS,ARROWS, 'B B 20'O.C.AT 1.03m AMlOIE WON A 4' I ANY REIALT/AL DF DOPING STRIPING 70 BE FEWIMBIY WIEPWS[ABORATIpR7' �� _� LE -1 uAN1�5 cLFANANDE MEnLAN CEL4IIXUNEB DETERMINED IN THE R&D AND B caNBlomm GOO AIRPORT ROAD SE CROSSWALKS AND STOP BARS ONLY)OR PREMARK BRAND CONFORMING TO MANUFACTURES SPECIFICATIONS(FOR LEGENDS,ARROWS, . 4• wIMMORAL STRPNO SHALL BE MOUND OFF DR As MBA OR 07310 CROSSWALKS AND STOP BARS ONLY). ~`� - — STA: 17+35.26, TIE TO EXISTING ® ■ (SD7)]T�2621 , �� 7 U U 6 Li U U +. . I Y Y Y en �•`. - -_ LJ LL.I L i ,J Li LT i cn If -- cn S T I P I \ G INSTALLATION STA: 17+35, 14.25' RT, TIE TO EXISTING R d 2 ..P(:..__-,_ 1 i 7,i : 5 ZS 5 5 8 al �,LI JI, I}Iti�r o REFERENCE APPROVED BY DRAWN BY WASH. CO. CURVE TABLE o cn CITY Q f= TI A \ CAB CURVE LENGTH RADIUS DELTA EXISTING SIGNS LEGEND: `, c� �, �; �, EXISTING �-' 1 138.79' 547.00' 14'32 16 STREET x w w w w w w SCALE DATE DWG, FILE 2 68.76' 45.00' 87'32'43" I a vi o-vi a a vi a viCl-1-- ' . STOP EXISTING STOP SIGN. Z z z Z z 0 OREGON N.T.S. 7-9-93 J:DETAILS STRP-LEG.DWG 3 72.61' 45.00' 92'27 t4 STRIPES cn VARIES_ Sr. NAMES EXISTING STOP & STREET NAMES SIGNS. !?il aE o of a off,w ceU wo ,O LK0 CCU LY0 0 EXISTING " TO I-5 INTERSTATE " SIGN. Ca 4" YELLOPi I W ° 7 rn cc, rn m rn rn O EXISTING PEDESTRIAN CROSSING SIGN. "b 4" N N Ln °' `� o 0 20" 4" YELLOWEXISTING " NO PARKING THIS SIDE OF STREET " ` �2'.4.= `' a 4 Q N I N 1 7 I I ::: `�: 4 `�cc 4" WHITE �in 4" YELLOW REFLECTOR ING 10' STREET BARRICADE. 0i n 6" WHITE 8" WHITE I ` "� rg Li I C]II. 4" YELLOW o N 30 EXISTING " 30 " MILES SPEED SIGN. / I. �- Z LL_ d . - - NOTES: I.;1 m m o o ' - In )- 1. EXISTING SIGNS SHALL BE RELOCATED PER a N - - NOTES ON UTILITY PLAN, SHEET 7. v1 ( z z Y m I c� Lo 0 2. PLACE "NO PARKING THIS SIDE OF STREET" o w w Ct =1 8 o SIGNS ALONG SW 72ND AS SHOWN. / ` rn TYPE I LINE TYPE II LINE TYPE III LINE TYPE IV LINE TYPE V LINE oT NTS NTS NTS NTS NTS / DATE: 02/19/99 co co PROJECT NO. 95-102.01 DRAWING NO. 510218 PDWG c_ Cl 1/4 SHEET 12 /13 r LANDSCAPE NARRATIVE . VI p THE LANDSCAPE PLAN IS CONCEPTUAL ONLY AND IS MEANT TO PORTRAY A SITE CHARACTER. 0al Q '' -is MITAGABLE INCHES FOR PLANTED TREES ARE MEASURED AT 6' ABOVE THE STEM BASE IN ' ACCORDANCE WTTH NURSERYMANS ASSOCIATION GUIDELINES. XiZ 64 .. EXTEND SIDEWALK TO CONFORM WITH EXETING TOPSOIL WILL BE STOCKPILED FOR REUSE IN LANDSCAPE PLANTING AREAS. ALL AREAS O '' EXIST. SIDEWALK AT COSMO DRIVEWAY « A °0 WILL L. BE IANDSCAPED WITH SHRUBS AND GROUNDCOVER TO CONTROL SURFACE EROSION FROM THE SITE BEGIN PRE LIMIT IRRIGATION WILL BE PROVIDED BY A FULLY AUTOMATIC UNDERGROUND SYSTPINL +pp A a DARTMOUTH sTREET STA 12+00 GRAPHIC SCALE ��TT�� \ *\ 23+00 24+00 zs zoo 25+00 25+3274 o NOP 17 COMMON NAME BOTANICAL NAME MIN. SIZE QTY. INCHES DIAMETER fielrifs. �T� �T� ry40 \ ( IN FEET ) l � � � �__ W Z / �,A. a0 \ TREES 1 inch = 50 Pt. .� A, �����. ;; r �..I �J 16 00 / IA' ' 4..• \ ,x / / ;INN <``'' 1 el Ilk \ \\\ LITTLE LEAF LINDEN TIUA CORDATA 'GREENSPIRE 3-I✓2' CAL ,B✓✓B 62 93 30' \ A i IX / r s4k,..-4,4t* ,,,, N 1 4) 1 c e'' / ‘•• logik r uXoo \ NOTE: r t©o (1411411 1Z a Z C3 cm N NI N N. 1. CALCULATIONS OF PROVIDED MITIGABLE10 r`i'' Ar '''.3 ii‘Nt INCHES ARE BASED ON PLANTING LARGER THAN 2 * 4 DARTMOUTH STREET STA 14+27.00 = IN CALIPER. F DRIVEWAY A STA 10+00.00 ,,,S10„N �4x 2. .LOCATION OF STREET TREES MAYBE ,� ©D RELOCATED TO AVOID CONFLICT WITH STREET LIGHTS. ill1 1 ,- ,1�3 i tio �.. ~'yam 3. LOCATION OF STREET TREES MAYBE !� c�' 2 el'. `�� "` \ �� �5� RELOCATED TO MAXIMIZE SIGHT DISTANCE -Q f z� -� _ p INTERSECTIONS AND DRIVEWAYS. a --- `�W-?t-,,,`,E;' S ti it,, 1.---.1 �` 1 ip+'pp lib iJa 1 w L9� \ en t r Nola- r r� r 4-pp SW 27ND AVENUE STA i3+02.33 = 1 Now._ Q l ik 4 i 1•11) .. • V DRIVEWAY C STA 12+62.46 CC I � • g -1 1/1-V441tcPA - i 1111A '" _ �►'l O l8 ARTMOUTH STREET STA 20+30.95 rj �pQ PRIVATE a .:1 f]RIVEWAY B STA 10+00.00 DRIVEWAY C U' "Nra: , 1 i op_,...,,,-tioN W I C-- 0 i :5 "411114114kr illetri,44461,. , ob 1;0 i Z 0 lifi _ 4 ti C QD cc co . .„cottP"Ilk 40041 -_ 0 I- -46- .-,-.4010141111111k 1 0 i N /24 ,,,,„... 4....-- dill ii . 'NlieN. 441friza,,, Alai"Ask _ i---2 "Vil "-re, ,P111111.31y,4, CE CO ( ill, SW 27ND AVENUE STA 15+56.78 = 1111 17,--, / DRIVEWAY D STA 11+21.42 o __ H M o i I kk (,1 t 13 5 In C`I N R O PRIVATE t ac Z °' co 0 0 DRIVEWAY D ELMHURST w o lj r: STREET _ • 6.1 1- . iti= _..1. II,.....t) I 0 : ' r� S I— CO 1 cK �r ac, L 0 (C) yr 3 rn o N � r v U rn D COLLI ill 1 F- i a END OF PROJECT LIMIT _____"___ 11111111 _o SW. 72ND AVENUE STA I7+ 7 ! -------- ` — rn ~� s. Y at 1 6 Li Li 6 6 6rn w w w i,i w w i v CD __ PC = 1 1-15.45 cu ti 0 Li- 0 Li_ L_ Vi o j ! 0 0 0 0 0 0 o o ix rt p! ix cez o cap 1 cwng � vwi _� U,ca OO � OO 4JW a_ D!U qCU c:r (YU [YU [YO cn j m �, m eu -__ �_ i I i I I f I j / CI`' �� I Pt I I c� r� alp --._ L cc o 1. N d T ------'\ / (r) Z r �-t �' J1L, ,� J Q Wcp Z ZYCD O W !J Q W QJo Cn 2 > 0 0 C.) l,_ In in / rn DATE: 02/19f99 0 cn c� co co PROJECT NO. 95-10Z01 N DRAWING NO. 51021LSPlDWQi U / SHEET 13/13 "o'er 1 I S.W. 72ND AVENUE STA 10-00.00 = FD. 2" 'BRASS DISK V) "CITY OF TIGARD P.L.S. = a 1 DARTMOUTH STREETSTA4 7285 DARMOUH 24 . �a ' 1856" HELD FOR ANGLE Q O EXTEND SIDEWALK 70 CONFORM WITH CONSTRUCT ATL. COMMERCIAL DRIVEWAY ENTRANCE PER DETAIL 2 L CONSTRUCT TEMPORARY AC DAM TO DIRECT DRAINAGE. POINT IN CENTERLINE EX/ST. SIDEWALK AT COSTCO DRIVEWAYDN SHEET 10. /All S W. 72ND AVENUE, Z $ �, L CONSTRUCT CL-CL MONUMENT BOX PER CITY OF TIGARD DETAILELEVATION 210 68' M,,.1 Ix O ,• 0 ® REMOVE EXISTING CURB & GUTTER FROM Q 170 ON SHEET 10. GRAPHIC SCALE < mr q ��/ STA B DARTMOUTH ST. CL STA:12+00 TO STA 14+50 AND WIDEN STREET PAVEMENT ) 1 \ f, \ SECTION 11' LEFT PER DTLS ON SHEET 9. ( CL STA: 12+00, 40' R. BEGIN CONSTRUCTION OF 6' WIDE 5a o 25 50 100 zoo 22 00 F'� 0 A o '9 `4 TEMPORARY A.C. SIDEWALK PER SECTION A-A ON THIS SHEET, - _ 1 24+00 0 o ^ Z "" I /'< I _ \\ EXIST. INLET TO REMAIN. CL STA: 11+14.29 41.75' R. END CONSTRUCTION OF 6' WIDE - i - i t - t- I - - I t + 25+00 25+32.74 MEN cif) NO 0 ,` 23+00FUTURE 4/0 . / \ ® WIDEN 72nd AVE ON BOTH SIDES PER DTLS ON SHEET 9. 0 TEMPORARY A.C. SIDEWALK PER SECTION A-A ON THIS SHEET. ( IN FEET ) o 0 I m z „y N I \ \ Q CONSTRUCT NEW SIDEWALK PER DETAIL 4 ON SHEET 10. 1 inch = 50 ft. Q a �T� r+ W `�' BC / A O \ ® CONSTRUCT NEW CURB AND GUTTER PER DETAIL 7 ON SHEET 10. C� -7 W \ CURVE NO RADIUS LENGTH DELTA BC ELEV. BC STA BC OFFSET dl4 Alt 3l40 EC ELEV. EC STA EC OFFSET ;..r••., ,•r- ,�•:- .+,„z f r•- -' Eml � Z (�-, o• / Nii \ G CL STA 14+50, 33'L TO CL STA 15+00.28, 33'L REMOVE EXISTING CURS AND T �'. :; 2�jQ�' 0 1,10 W }-4 M C '' N \ GUTTER FOR DRIVEWAY CONSTRUCTION PER DETAIL 6 ON SHEET 10. 1 25.00' 37.50' 85d56'24" 172.02 13+79.24 33,00' R 172.17 172.31 172.46 172.E 14+01.64 56.79' R �� a / / / ! \ Q 25.00 36.35 83d1e 38 174.83 14+83.38 33.00 R 174.61 174.38 174.16 173.94 14+61.03 55.84 R D� s C C , \\ Q CL STA: 16+62.37, 17" L, BEGIN 10:1 AC TAPER. 1 Q 25.00' 39.27' 89d59'50" 191.60 19+82.85 33.00' R 191.89 192.18 192.47 192.78 20+07.85 58.00' R ,0 % . C� d N. r;� RAMP PER DTL 5 U CL STA: 17+35.37, 10.81' L, END 10:1 AC TAPER. rl� I�} 4 25.00 39.26 89d58 02 195.12 20+84.92 33.00 R 194.79 194.46 194.13 193.80 20+59.92 57.99 R ON SHEET 10 D. rn Q / 4�`�x© N 0 CL STA: 17+34.28, 19.74' R, END 6' WIDE A.C. SIDEWALK, RAMP 0 6;1 TO d d © _ _ _ ' PERTY pta ' EXISTING ROAD. II 40.00' 61.03' 87d25 O5" 207.56 24+03.00 33.00' R 208.07 208.58 209.08 209.59 10+70.19 33.00' R w N ,� tQ PROPOSED Z \ V 40.00' 64.46' 92d20'01" 213.06 25+48.49 22.26' R 212.22 211.34 210.48 209.62 10+65.45 33.00' L o ,r�� R/W Z * N N O CONSTRUCT CURB ONLY, TYPICAL PER DTLS ON SHEET 10. - - o v ` PROPOSED ROW 0 �, `ice "• `� • sr,,-, \ DARTMOUTH STREET STA 14+27.00 = CURVE NO RADIUS I LENGTH DELTA BC ELEV. BC STA BC OFFSET A.4 ‘2 1'4'1 EC ELEV, EC STA EC OFFSET `y d, awl , 7.0/11° 4' v 00 `y', y DRIVEWAY A STA 10+00.00 7 25.00' 39.77' 91d08'30" 215.28 12+61.16 33.00' R 215.97 216.67 217.36 218.05 12+86.16 58.50' R * - ` ^ - / A� CL STA: 14+50 33'R EXISTING ROW LINE _ p0 OMITS OF DARTMOUTH ® 25.00 38.77 80d51 30 221.33 13+41.18 33.00 R 220,52 219.71 218.89 218.08 13+16.19 57.50 R EXISTING ROW ` STREET WIDENINGEXISTING ROW (20.0'I EXISTING 4 90 25.00' 39.77' 91d08 30 234.47 15+15.61 33.00' R 234.71 234.96 235.20 235.44 15+40.61 58.50' R Y R/W rn =,� i : I - " NEW PAVEMENT WIDTH 33.0' 1 25.00' 38.77 88d51 30 239.12 15+95.63 33.00' R 238.39 237.66 236.92 236.19 15+70.63 57.50' R I r l \`�1,� l�� ,� �4+yCo Y J - - - ki " "' 25.00' 38.74' 88d46'37" 235.27 15+27.42 33.00' L 236.96 238.54 240.12 241.70 15+52.42 58.47' L PROPOSED ROW 48A tt----�� zsrr v�l ul cv -,_, 0 r R-O-W DEDICATION' ' ; 0' _+ }-•� '� o ¢ (} 25.00' 38.99' 89d2.2.10. 239.32 15+91.53 17.00 L 239.77 240.23 241.68 241.13 15+66.53 41.72 L © z 2 § 5 RAMP PER DTL 5EC 0 • 0 �j cL ON SHEET 10 F-1 " . '� t.__s 1 16+00 PROPOSED ROW LINE �, I FUTURE ROW LINE ‘1-:_. P• ?�s. R`$4j1 r %•+:1 }; -i �J IPER PROPERTY OWNERS tEC j "i '�•ry, `�-F`� fDEDICATIONQ EXISTING R W 3)S, • f I-� 17+Q0 -.. - > -i / ONRAMP SHPER I`EI 10 5 RAMP PER DTL 5 -_• : Al r SW 27ND AVENUE STA 13+02.33 = r� ,�,�-� DARTMOUTH STREET STA 20+30.95 = I t ' 4 ON SHEET 10 "-` O L �' - !$4.00 DRIVEWAY B STA 10+00.00 �a DRIVEWAY C STA 12 6 K ` ,� � '`-�-f�_ pRtvA� `. •.• I 'TL=141 11 J= S • `. -���-_ 0 DRIVEWAY C o ,4RTIN P R7Y 1 Z <IC . • X/sjr Cu !9f 0 o Q /� �� G rcocii fr)o // �i EC d ^ o ��-� �� / �''�' ' L 5 .� EXISTING ROW -' t'•"' 0 i 11. ! %/ RAMP PER DTL 5 - . ON SHEET 10 PROPOSED ROW /1/4 ___ _... ` 73/60. I- ONla Lefiee 72nd AVENUE 7O BE DEMOLISHED AND REPLACED BY NEW AC RAMP PER DTL 5 ,� S = r._, G[!7r o 0 R7 D PA VEMENT PER STREET STRUCTURAL SECTION ON SHEET 7 ON SHEET 10 - �� •1 0 72nd AVENUE TO BE CLOSED 3-4 WEEKS DURING CONSTRUCTION '/ - RAMP PER DTL 5 :r0: WITHIN THE LIMITS OF IMPROVEMENTS. �I ON SHEET 10 ` . • ,f� I LIROPOSED CURB _ ' , ., .. _ r� E PRPOSED CURB �j I I H TRAFFIC SIGNALS' ( ) TO BE INSTALLED AND OPERATIONAL ONE ., PRIOR 712 FINAL BUILDING INSPECTION AND OCCUPANCY FOR I ;ice` 33 CC Cr) TRI-COUNTY CENTER PROJECT, TYP' 'L ve SW 27ND AVENUE STA 15+56.7L A 71, dcoa 1 , DRIVEWAY D STA 1 1+21.42 LEGEND: Its 040 ��z. cri 2" OF RAMP PER DTL 5 o I W (FUTURE) R/W 1' �t 11� C111-1 3/4"-0" • ON SHEET 10 z LOCATION OF STREET WIDENING �r � _�� ��,� ,lit BASE Q "PRESENT a co SECTION A-A COMPACTED i q NORTH R/W 5 N SUBGRADE ' . _ F TURF " a o N n ` EC �, n PRIVATE _ / EC �= 1 MPO-ARY a a''' °�,° DRIVEWAY D r ELMHURST -. = EL w o "`D EC C STREET 0: CD 6 0 •`"n il : (EXIST.) R/W a .. i _ I F LI- iJERf 5 -+ �•- z ON SHEET 10 E' fJ ' o i� w I o ' 1 FUTURE ROW LINE tg m R CO A J 1 0 i a i', ii T (.) CO .T I M O in 0 7�• N v U J C0 w 0 a I- - Va { �+ o OF PROJECT Ins 1/4 --_- P; Q 72ND AVENUE STA I7+3 7 ___:7 0 TL 70O 0 0 Li I 6 6 0 - I O Y Y Y Y Y Y 41 w Lal W w w + ,• : CONSTRUCT 10' STREET BARRICADE I- }` 0 0 0 0 0 77 PC 17+65.45 ►= P 1r P P PER DETAIL 3 ON SHEET 10 N 1 1 O O O O O O f. U U U U '6 Uo O 1 .1 m 1 SEE 72ND AVE. STREET a�, o�, o o�, o --' in a_nm (_nm (_nm vim a_nca f PROFILE FOR CL w z w Z w Z w Z w Z w z Jj ALIGNMENT 300' BEYOND �,Q © ['� o w�o �.,w i / PROJECT OMIT. 0 0 0 0 �, 0 J r co op a, rn 0) rn - _ ]- N kO Oi in Q ' '" _`� Pr I ° N I -IN n aD �; g U f / I- W W 6 z /' ��' m o �`- U o 0 m ! 0 -\ u_i La (r7 z z y on rn Q w 0 , ) / 0, j 0 O 5 4J - I ! DATE: 02/19/99 0 . , PROJECT NO. 96-102,01 , C VC:7/ DRAWING NO. 51O219fTDW3 t SHEET 2 /13 H COMBINED O a,ory rvurr.ssu✓RAY LINE �G� g9� a�. �o P.r DARTMOUTH �'�� 5�° A�rvEsRo.ASIII" t STREET L.I.D. AND C.I.P. �` 2'9 GN PPO, DARTMOUTH 3 3 E PHASE 2 EXTENSION \ ogap Tigard, Oregon INDEX TO DRAWINGS VICINITY MAP ` aRc -)6 SHEET TITLE 1 VICINITY MAP AND INDEX ji 2 PLAN &PROFILE, STA. 2+93.60 - 9+00 3 PLAN&PROFILE, STA. 9+00 - 12.50 / 4 PLAN 8 PROFILE, STA. 12+50 18+00 5 PLAN 8 PROFILE, STA. 18+00-- 23.50 I 6 PLAN&PROFILE. STA 23.50 - 29+00 7 PLAN 8 PROFILE, STA. 29+00 - END *8 ® 8 STREET DETAILS ,00 o 140 9 DRAINAGE DETAILS 10 SANITARY SEWER AND WATER SYSTEM DETAILS ' 11 TRAFFIC CONTROL DETAILS 9 12 LIGHTING DETAILS 13 EROSION CONTROL PLAN 14 CONCRETE PAVEMENT ALTERNATIVE 10 3 ,z,aa,z..i.\C { �l,z•crvavel 3 P W Ux3s.,a e a > LLI °zrvo oa > c = !,,,,,,,,,,,2: I— x N O H A N. W z<.>za,P7 I 1 L_____„,,,.,,,„,, saa.se a �' � 88.33o3�e n f� V �j'� �z.II a.i. 3zs7.n a.o.c. 34.03.oe ai. �Ricnnaosory o.�.c. L.I.D.Project—C.I.P. Project Sch PrWe L SchetlPr e Ili T/W Ionr 25/93 E CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 21.. TIGARD, OREGON SHEET &S`O' F� cr000ER 73125 S.W.HALL BLVD- OF 1 . �sys e Rnw TIGARD,OREGON 97223 DARTMOUTH EXTENSION LID, SCHEDULES L AND C �/� ■ THOMAS/ _.". I'J T .,a. WRIGHT.INC. Fax sae-s397 REVIEWER CI YOF�ARD VICINITY MAP AND INDEX DRAWING"°"BFR ctvu Engineers•Surveyors oe Isosl sm,asa OREGON 503/639-4171 No. REVISION DATE By 786-12 ,..7 NW:- q - "-- mu e.:n uienm am uuu annnnmms.aummamamnlaaammE a mu mum. a — __ -- =°� LEFT CU RB �R n�q. o�. \ �� 4 a D E % m _ D\ 0.900. IT P\ _ '�.•\\ �R. 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'I'mr1"4. eigina"a.m AMMili ISOM .ESENirang® w MUMM UME MO Ilse ign .®.a , \ \ / \ CB hO /-______`� WETLAND ,\ �\ Rw-� _- \. x N - �- \ Z " ow -\ HJ0r. i �\ m o,EoOT ii - o \'' INLEj —. \•_ ,,ter \ + AUZ ' y MH SDB-2 • _ - O MH 6 ir \ _ SINE __�—\ \ - •tea - v 16"EATER t -----------* "."' aMMMIIIIIIIIIIMINIIII.KIO.-------------• q STA 16.66 UT 17664 STREET LIGHT ��EE TYPICAL `E AIN„9,09 � SHEET �' OTION. WETLAND t LIMIT OF WETLAND - FIRE ASSEMBLY T / EE.,u >__ /,, I ME_ 1 185 M���Mo A�� 1 i -';— .,,185 � 180 I �� ® 180 MIMIIIIIIMIIIIIIIII 175 E �ININII" av ®��NN��® _ �00 175 1 aa-. _.;<os. 113 . ICI ME Rom___. _ I 165 165 ��11. fl'—�• V H 6, Mil 155 ®III e u ,eas 11111.1"117 55 . ® 150 I 1, I I 1 DATE CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP,PHASE 2 TIGARD, OREGON SHEET S��PRRgy�,g p ■�' T zizv°s 13125 S.W.HALL BLED. - MAW OFF`sNs°A ■/ I IGNER RAW TIGARD,OREGON 97223 PLAN & PROFILE STREET a s"`" 4 4� iiH • p R soss s�<is< THorlasr s° F; 0 ` � 12+50 TO 18+00 a N.`s'°RS Ts" s ;:s3 SA.DRAWIN�NUMBER Elm WRIGHT INC. °t5031639-e3s, 'R CITYOFTMIRD p RINLET REVISIONS Sass RAW 7BG 12 0,..EvgNeers.sA..eroes Tel 16031 Ez<-,<s R ATE SYSTEM OREGON 503/539-4171 No. W REVISION DATES BY =PRo1Eer/647 4/is- - /" /e — o \ ;oNNE°r r R s eams" \ N°uai Wr °,3, "/" / END CURB Mee as <:STA. "D CURB —�.5z a RIM s.e, 33 oa 33p0s.76.6< LEFT �� i / LEFT EDGE°R / TC 196.65 TOP OF SLOPE1 JOr.BOX o = _ •^ coE ���rr�\' EVEN- llllr , __ ° �ii�—u, rAEEr �, __\ ,s 2 c_a -- Willi------- s f E � � tnA �\\ • • y co 3S \ 7lkSA-4 1MHPSB-4A \� o I -- o � \ I \ S MH B • \ w a sEea �- MH1 tj1 gli J ss ,s•ev E E \ I - -_- : o _ , OF SLOPE• I� °R LI.OF °E°s�oPE r —I— I __7 ASEMEN TYPICAL WETLAND °NNE° a CB DRANT ° SrReEr LIGHT - roe OF SLOPE WETLAND SHEET zno E srn.,S RIR SEM CB RIM 189.75 ASSEMBLY. zo.zo @STA. RIM,97.rz 205 205 _ z°•'+= ®MAN �MO� MI�n� • 200 o' IINNEWIM 'NIIM=BINNIME®—N11® I ■• —N•_�® 200 ��I �min —�- 1 • o � _®Iv 195 1 _ _® MIN '' IIIIMMIMIIIIM=1111111111W11� � ` �= xsr Ncceou 1 NSA � 1 �Q 16 ®ARE �� M � MIIII �NIt® ���AIIIIIy�•®� MI 1 I® M 185 185 Soo 1 I�, _ . ,L s —®®=MIIIMMIIIMIIIMISTA gRos1 180 ooa.. - ° e �® ��®®ems - I ■TYPE A 175 I � H SD 175 N� I 3 s L« € i€1io,� 90. - �., S = .. I ��00� � I 170 170 TB°,, . .. Er ®® IIIMMIIIIIIIIN DATE CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON SHEET =8$?.' e 6 25/93 oeSIGNSR 13125 S.W.HALL BLVD. - OF 5 isms T/WI RAw TIGARD,OREGON 97223 PLAN AND PROFILE MSS. 14 _ so s.W.F 1.1 _A Ica 6 STREET o,7s3 Saw �.,a1 WRIGHT INC. ° rx°15o31 s°<,<es REVIEWER WCITYOF1W4RD 18+00 TO 23+50 p SEWER WATER,ANSEWERTOR s REVISIONS s zsis°:Al DRAWING NUMBER EVISIONs ]fib 12 +"axx Cavil FYgmeers•Surveyors Tel 15031 63OREGON 503/639-4171 No. REVISION R DATEo BY -'PRoIEST,/47 `'�l� R, •. uwa..-.. �mo� i .a.xm. .neas, ouumnnvnmmavmm nvay umv ....., unmgu aa <'n I -s;o. ,o Lij ago EAOR canoE rv\ Q .E.zoz7s Ot CONTRACTOR HTO COOAonTE VRoss. z o a RETAINING WALL FOR SHUT oow;AA WATER ILL HEED row.o Z `E CONTRACTOR ANDAC CHLORINATE EAST BEGIN• CURB M\ _ EXISTING,x AND VEST T T LOCATION CB T.C.213.59N'10.62 _: q — USE BE B x LEFT "CONCRETE \\ BEGIN RB a a,<o Ross I o 0 I JOT Bo • /�_ \ - -- \ Eo zrvz x rvo seocE EASEUErvr ory rwaEary sraE\ucrvr o s.uaco�r __ _ WETLAND\JOT SOX 9 ��-- l� e__._rccx ea �� — f E. s SLOPE '\.E,x,a,7 _ ,\ STUBour ,o MSEaaE EASEMENT of we 0• p 24401.42 ` ' Dry a \ ,\ Q T.C.zos.so \ e• _ `f -�' + N t x Scrip_c \ x �, N Nm e-S.D. 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D.� a 5I G.D.o ao a of I E +L.. 2)>.sae 1 I E.IN 250.20HEET 06 A.3x.9a / END 27643 CDRB rn I• eEG.CB 39.0a STREET 3OT BOX 8 I I 1 ° / � 3� o au z�s s5a.a5 / -- �cs WEtLAND ?,\ ve SASE __—��f1J__ 6 3c i 3 / - xis �� F o'sLo MENT — E s ® 3 s° f aEe� (n L.—_ —\ \oP _ o 30T 3f 8,EM /_ T.C. 8i o0 V¢MEN N z- a \�~ 1 / / O � °, / Leo N `\ \ \ o �I ,/ +\ ` SCREE GRT\o c No o ' \ eR o o MH t3 m / , • �,, \ n L'o si N� 3 �, i EXIST I— ]—_�--_- -r —F—_ 3 —� v a " A v I"'. so- .,Moo00 .,— ENTEDGE 2 \ 1N \9 IA 2% / \ \ `q MEN �' S MH 1401 4 I• 33 0 T° Esc ie V I \ S WATER LINE �\-',,-.;',/ a ,S�/ / ,\ �\ \ \\ \`vi \ \ ED cEa B.vI c.vaaa l xa5 (� // 11 f ���, .d t Ce DALE,.aG 61 �2 zza�R R 0 sLDVE \ Y — \',, TYPE k3 ns� ,c.$Ak T919 P 3l'.ipc A liftr,—�\ a> \q a xTS,s II 'C '\• EASEMEtiT 1 F MH SDC? m o F' MH SDTC t s a r I--- sews—,'10— E\y ¢ CB NaiNsI IE OUT 38 STREET r x CURB E R EEGT A Ar, <,-7—,r-,,T, ----i' l& BE SHALLOW.EXISTING WATER LINE�N AY AY USE END 1: INTO RR TO FIELD VERIFY WETLAND .� �, r 3 MHIE°14A OF TRENCH FOR THRUST BLOCK. ze WATER PRIOR TO CONNECTION 3 6 o GRADEEXIST OF DMBLY ' .._ WIT f59 A.33•,5 EOETu'D. TRUOTION S R EISC 0�35 TVS UT G 946 MATCn EXIST.GRADE = .�r® ��C � � G��� 255 280 250 '''°' MI ANC I® �IMM� ���� 275 ®® NSl.® BM _ MME�� 245Ill sa 1=MINOMMIIIHINIIIMMINNII=IIMEW II �� —ME ���11 muiliminomommonsimmi240��® �� ��q�=l� �� 11 —I 265 PEN 230 ®I• M ®_®_ = F# 880 N mm11Mm®® 255 ���_ 1 .=� MI• 225 =IR. "0 ��®�®9Jeg gi m��l . 0= 250 MIIMIIIMMINIIIIMIRMIIIM ®IIIININNIIIIMIMIIIIIII � M022 MIIIIIIIIIIIMMII 4 iimmerAulin. 25� em �Nminmommiii wom®® -®�M®� � ��M ����® I �® I•r ® � ®® ® = 29 e• �� ..a: MI�Wv °" � 00 uriimmommora I SHEET CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON x zs 9a 13125 S.W.HALL BLVD. AS-SU1LTs OF 7 es` s�`°A TPW I RAW TIGARD,OREGON 97223 PLAN AND PROFILE © RA REVISIONS+ + A THOAl/�T ��y'/`4� 'J p� p Rv SEINER REVISIONS N 5x9 sa SAw `t 'sxa,,5 WRIGHT.GT INC. a e.Faux�15031'6� ' CITYOF1WARD 29+00 TO END AT AND STORM REVISIONS S 5izs/B SAW DRAWING NUMBER p WATER R SYSTEM R 786-12 fi Owl mslneen•5urveyo,s re Isoal bzen<ss REVIEWER OREGON 503/539-4t7t No. V REVISIONS DATES By ojACrit47 7/5 - ,es.rsR, I de f :I� ::L.::IIII:I:al lllm w lw I 7 P,w � �.alEb I ,, " s o m xr= `o.Ex°FI E �E Exr iEs I ,, , Rreil.w.= °xs lao.°Es �Exr _ _ E"sxr$oa II _s,E -,-- -�xl --- .EN. -1+ PE a Eo E�r`e to .sus°x.,xE xo°. sussPaoE Pox °.ox° o. veoer..r�o. _STREET J \iii:„.,17,:E.gailF.,74- 4 m s(90 CROSS-SECTION A STREET CROSS-SECTION iO TYPICAL STREET eqr 7O STA.26+50 TO STA.30«25 8 `� _. 8 ,p / x 2, xiw 9I +a zr a +2 O TYPE A MONUMENT BOX x. v,ales a < NO SCALE x IW a°Eo a \ 'SEE " = w"" ° +, 33 _: ,s o \ I w° = rW= E� arp ru °°: ° /4"- °.E E. r ure.a \ oo I ,'AT---IT" sooa"5E / I 71' BATTER LJ I " 1 �Er l_r III e o v sia c ue Li I Mw CROSS-SECTION J xF ee/ 1 SUPER ELEVATED STREET 1 O STA 2+93.6 TO 7+03.77 °A=E x°cxJ °�— aEµ�Exr 8 Eq=. O5 CURB AND GUTTER Z-1 oxs ISTDa6S1 2 =,-o vwes — K -Piu rE STREET CROSS-SECTION MINUS EBASE PO. O STA.30+25 TO STA.3z+50r27 COMPACTED SUBBASE 8 3 TYPICAL ASPHALT STREET STRUCTURAL SECTION 8 rerooasl NO SCALE DATE o T/��/T zcNER CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON SHEET �M 5 ° @�� 1 •. 1 PAW A 13125 S.W.HALL BLVD. OF ]{ TIGARD,OREGON 97223 1w (, WIIIGH Si (�I�I'''1-L-k Q� STREET DETAILS �} '+°� WRIGHT.INC. °a —rr=a15o31�639839, P ,K ^•• RE ON Cq 6/23is SAW DRAWING NUMBER Clw Englnren•sMrvMyars ei Isosl bza-,ass OWEC.ON 503/639-4171 No EASE gocv TBD-72 Nc. REVISION DATE 3 BY -PRoJEYr 24i 4 , -n ,M.ss u.m.::mnuon .._ . . rAPER LINE Top o,ToAuPpE:LINE-5„..., ""11 'ANL rifAnace"L L = 411.16. RANAFT42fileTCLL FLAT"R.VC.P VW.PC"I REOW icl , TOP OF C.15.FRAME Mik KFWOCK JOINT PREFORME ,- STO PRECAST MANHOLE SEC71014 , ___. (7FRAT BAR 5/8.x 2 1/2"x Xx0C.RWC:D_7.7,r. H1 1,/R-o,C,16. ; ; w 1 'MEM Mill= , 1 i SECTION A-A I-,, TAPER LINE TOP OF CB.FRAME II I -,„ FINISH GRADE , MI . BOPP,. ir7g4NP‘5,5 NO7 , re 5E5 5 155'.0' , • \ . A '".'L"' ' .' '••I'.' i I k k .z"-',,''., ft-'.!•°• 1 -. (Th SECTION B-B ,,,, EXPANSION JOINT7 5IIA Dm . .,' )• ) I m-.5--- EXPANSEON JOINT 5 We .,gii• A • '• •-; '.• L;,,r,00-- 3 FRAME AND GRATE °STANDARD MANHOLE TYPE A ISTD0221 '‘.. A :. . '. . • 1 FOR PIPES SMALLER THAN 25' oli _LAL,Ar cosrA5,5 L mu, r"" ()STANDARD MANHOLE TYPE B 1,A L'Ner .it IIIII 1.1.11111.1.11 \ '')c iIIi7JI.-777 " ' , • M -TAPER LINE PEAORAVEL- w,"7",CATCH BASIN PAVEMENT TAPER '.P- E ' •- r'l `040.°E 100dismai 1 i ' FILTER Eg.° FABRIC ') 0 721 = ZN)Liit '77•139=5017.M ,P.1.1ii ....... i1" IX '72=2 I iggt /M2- CB liA e" '''El 1 CONCRETE TOBE3000 PS.. SECTION A-A SECTION B-B fr n ©OVERSIZED CATCH BASIN .6* F. III 0 SUBDRAIN TRENCH - „4 , , . ------- I 4—A—A TOP .., .," g E, .1 SECTION A-A . .-f— 1_ mi•N . .. . , wtzaux—r— , DEBRIS RACK PLAN SECTION A-A SECTION B-B °TRENCH AND BACKFILL 0 SUBDRAIN SYSTEM CLEANOUT 7 TIGARD STANDARD INLET MANHOLE °CONCRETE INLET STRUCTURE 30" STORM DRAIN DATE ,60PFEFE, 2/25/93 CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON SHEET ,1-,,,,•,17,7,62%* TWI DESIGNER A 2 Gla S.W., EGAOLNL 9872% o...,, THOMAS/ , 7190 SAN.Fir LooP DRAFTER ' ..,,,,.L.I., 14 JIRO CITYOF TIOIRD DRAINAGE DETAILS DRAWING NUMBER 4ZorM4' WRIGHT INC. ,,:,rg, DRAINAGE REVIEWER Q REVISED M.N.TYPE A B/23/93 SAW , OREGON 503/639-4171 REVISION DATE BV 786-12 -7Ra_l _47-./447 '06- gookmium ,.., . r,-7.: lair' • 4--,:- ---,----7-------------.. ...-.1.......e!".....!'',.7!!!!!....qvidgigggliogg'g MMM suggagnagragggglagiggIgglggpgggigggmgggagggagglIggsgsggIggl 11 /1 >' f Re.°RAGE f EN,E.°RA°E ___ SEWER E,SIZE AS SPECIFIED R moArAR .- ,<:silo:a°E a�°= `E R,,,grow "®; f�+ �E Aa :., Ra NA.R=�Rr°F RwaE �/�— \��I BUILDING PIP PLANTAaaICATE ON SE ERS MIMII `E°DE°NEDD<cD.,°ODE �EDCE E�L�R JOINT ((\�T *bi — o SwpLLBR7 _ND W �,'PT�' ii/ WEBSEE FITTING ON LARGING ER THAN r„nNRS ,B. Ear '� • aro PEE..nA..sEcToa .* E _ a �� rii SEWER MAIN oRELATERAL mi ix Hex utV4TEE"' �� 1 W _ �� 1 LcOVER a `�of caws - PLAN SURFACE PAINT WHITE ALL °RraR �M° F,°�a PPE I�L �eA °°.a,E °�A.°a,a °°k MINIMUM SLOPE F ° GROUND ONE,. S.PROJECTION AROUND • F4gM IN SPECIAL CASES.WITH L\ 1 r. I\\ sLDFE ry RE°rD PRECAST SASE i m FOR 5"PPE 0.010 DR PLUG EARTH . . =NuEgID.T. UTILITY GRADE OR ° •.� _ I_ _—!VI ,°oA I — „a BEND GRFOR6ON II BEND No SPLICES EE comas.. Ot o-� STANDARD MANHOLERAE STANDARD MANHOLE•WITH PRECAST pBASE Eo s Da VARIES zo TO aD 3.BLOCKING SUPPORT TEE VVITH TO UNDISTURBED TYPE A TYPE A MANHOLE FRAME 8 COVER BEDDING GRAVEL EARTH ELEVATION BUILDING SEWER CONNECTION TeloirSTRE. RrrIN�� DNE TO "ry/:R,„ ED E�rn.D fro EEO, EAR,, FED ND� To_tea EaRrP ° CAST IRONR CAST ' VER ap :krai°AREA MO ° m BE N°AREA GRADE WITH _"`P s sAwBG, .` . eL°K _ q..Zeine PAD IMPROVEDMUELLCENTURION R� oz�crEFFECTIVE eAGK /= IF SPECIFIED OURB DR CURB AND Correa USE T.V.W.D. e' aLo« AROHAND UND Moo ON '''''''\ DETAIL NO. 102 ^ TYPICAL SECTION 90'EL P BEEFING rnaCONC�rTEE PLAN na u 2 MAX. C A S T won TOP secno„ \O FI GAE es E \\\/II DETA ,s .E13 - noE USE T.V.W.D. , B, 3 I EA REOGIRE � �EFFECTIVE BEARI„ D DETAIL NO. 20 ' USE T.V.W.D. k \J ---Fr ,.,m ,, PPE Sos ea-EL as.EL ET„E EL TEE O IL NO. 4 eer. VALVE Box o.E °PNENED RD K ENDS AS SPECIFIED ED AS ENSONESECTION.LENGTH = R THRUST KT RODS 3=k BLOCK THRUST L PIPE 5,2 Poo 4 am , TYPICAL FOR SANDY SOIL WITH2000 P.S.I.BEARING STRENGTHrr III_ 1 Ill, °R°k BE TO SOLD BEARING SURFACE AS DIRECTED. _ uAn °ogK PT,8N• _ V • saL °R was�EVER isPCRurER 3.SIZING WILL BE AS-PROTECTED wecTe DIRECTION of THRUST. N A � vnalEs 7 DIRECTED S DISTRICT. GEAR OPERATOR z.i SO.FT. TEES MUST BE SEPARATED FOR VALVE s.SEE STANDARD SPEC .S.FOR ADDITIONAL REQUIREMENTS. CONC.SLOCK r MAIN LINE TEE i i g MN.d C SASE CRUSHED ROCK III—VIE E 0-SIDE IDEo LET AROU FOR AGE TRENCH AND BACKFILL THRUST BLOCKING BUTTERFLY VALVE FIRE HYDRANT ASSEMBLY SHEET • PSS PROF, . _ ==T� CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON eH s.see�b W RAW A 13125 S.W.HALL BLVD. OF O TIGARD,OREGON 97223 THOMAS! >,aDSW A SANITARY SEWER AND 14 WATER SYSTEM DETAILS DRAWING NUMBER �m a. WRIGHT.INC. ETel 103162s a3s,77O REVIEWER CIiYOF11GARD WATER SYSTEM REVISIONS s,2E.P RAW Civil,,sneers•Stu..rs Tel Isosl sza:ass OREGON 503/639-4171 786-12 No. REVISION DATES 3Y _'oJEer)o47 1O//S - I— —aNT aN, Fa,N o BUTTON = ENE PEFFLECTIVE m m m � YELLOW INES e WiTE LINE I a.o I PAVEMENT MARKING PAVEMENT MARKING PAVEMENT MARKING "LEFT TURN" ARROW "THRU"ARROW "RIGHT TURN" ARROW STOP BAR STRIPING VD ,s TRANSITION 'ncE a.owe o-Ae/Bn.,.re law (r,1 io.L�5—�—�nE a,IVE e<T,a. _ _ MARKING TYPIOAL LANE �%� — — «ew,En F PROJECT =XCLUDING INTERSECTIONS Aa => m H E705 op van CENTER LANE MARKING PLAN a A B IM 8 a—"gill 1IN uk REFLECTOR NON-REFLECTIVE REFLECTIVE BUTTON POLYESTER BUTTON { SECTION A-A a SECTION B-B e LANE MARKERS T DATECITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 1 TIGARD, OREGON SHEET 4h-''''''.®� ■I RTwa IGAR3125 S.W.HALL BLVD. OF 11 ■i ■1 TIGARD,OREGON 97223 14 THOMAS! a 003 on V so;o ALA TRAFFIC CONTROL DETAILS DRAWING NURSER G Fax 3o3 sas-a1s, K CITYOFTWARD n w Bowmen.•Surveyore ei I <_,<sa a OREGON 503/639-4171 Na. REVISION DATE BY 766-12 -' 4 Ecr l od4 PIS -- APPLICATION Service tO lighting fixtures Mee, fiberglass e,9 pp e Lighting pole iffir underground with up to 6 mast arms. , zl. APPLICATION: GENERAL e Fiperglass lighting pole,direct...lent.25'mounting bolt PGE resist p e,dMsMafe,height,30'overall length.enlarged at bettOrn to -following r O_I,,,,e .S..wMMAT�,n.., r. rm CONSTRUCTION • L cm-r,,e Natural Aluminum Rn=, Filament-wound fiberglass pole containing a minimum Of 65% glass by weight. Tapered with a nOrninal 9:...CI diameter SPECIFICATION: at ground line a.5t outside diameter at tOp. Laminate shall be pigmented.mat.the Outer coating specified below. Arm.turninaire mounting.aluminum 2-NPS slipfitter,6'iong. Supplec with mounting Outer finiSh to be rough textured.Oval 2,5.wire hand hole ,p _ nmed. Arm shag be suitable for mounting on SPECIFICATION: located OM above grouna line attaChed with tamperpr001 9/32. hardware shall e with socket screw Conductor entrance holes shall consist of a-ground an approximate top_d hot dlp iameter m ,3 meet or regardingastand- line a. Arm skell be capable of supporting SO-pound fixture High-Pressure Smwm V,minimum diameter grommet.hole lOcated 24.below I.,Publication No.ODP-1977 a.ANSI 0135. entrance hole in Meat arm. Hand he,.and below ground wming.cCrromon Protection.Mad SuPPorting eMigy.and testing 200 W.248 V.HORIZONTAL LUMINAIRE: ...tor entranC8 90 degrees ClOckwise Born Mast arm SEMICUTOFF 14-S-111 LIGHTING PATTERN, COLOR-Natural Aluminum Finish Pr.070-CONTROL RECEPTACLE STRUCTURAL REQUIREMENTS . Poles shall be capable of withStending 1.000 pound toad appti.12"from the top Cantilever - 6 -DIRECT BURIAL APPLICATION, ND1.EGRAY DOLdeflection of the top at OR zoo-wail R R LUNIrvAIRE 00 ground length. ea-pound oentilever load shall be no nI v.FaiLEv METINGPG POLESSPECIFICATION 3-40-123 FOR PGE C240 VOLTCATION moreEPA`than 5% n0wi th a 1.3 gust factor(minimum ohall be based On at.NI-resµng mus.6e de.with FIBERGLASS31 nand hale an the Cpmpression side]. FINISH LUMINAIR The finish coating ahall be a polyurethane capable Of MAST ARM DETAIL weather condition.withstanding exposure to ultraviolet,Chernleele.and extreme be PGE 3-e0120 Blue-Gray 1Mwaell 701 FLAME RESISTANCE The pole Shell he flame resistant in aceOrdanCe with ASTIM PROTECTIVE WRAP.. Each pole shall be Individually wrapped with a weathe resistant paper for protection in shipping and Stemage• FIBERGLASS POI E-EXTENDED ARM NOTE 25'MH DIRECT IMBEDMENT SHOOLBEvs oR AREAS Ezaoseo*o rRAFFIc. Nor r0 EE AVEL LANE. PGE CO.SPECIFICATION BASS"L'BOLTS AND NUTS IN DIAGONAL CORNERS UTILITY VAULT CO. MODEL NV LOCK G RE 7 0-121. (CAPTIVE GREY _ r GGNDGI JUNCTION BOX DETAIL DATE PgpF v26i CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP,PHASE 2 TIGARD, OREGON SHEET /� �`�g'e'��� T/W I 13125 S.W.NALL BLVD. OF Z TIGARD,OREGON 97223 w THOMAS! ``� LIGHTING DETAILS `} • WRIG• d,o;aa50.w '4v,n91H - 0s Fax 15031 639-8397 .IRO /e!lMAI7•rAs11 DRAWING NUMBER �a:a civil Engweers•SOo56yei3 TO 15031 624-1468 M� VE 11V/YW RAw OREGON 503/639-4171 No. REVISION DATE By 786-12 S''I:aIIYdY"�L..I•,YYYYIYYIY_ 1' cP FILTER FENCE MAINTENANCE y AT H G SHALL BE INSPECTED IMMEDIATELY AFTER EACH 9L 9� F 7 F FnsNe F�. E RAINFALL AND ATN FENCINGTSDALY DURING PROLONGED F RAINFALL. AREAS.END ,. FILTER FABRIC FE DAMAG F S L° id _ Pe p P.CLOSE ATTENTION SHALL BE PAD To THE REPAIR o BENEATH THE FENCING ��y, ePD oP o I I , NECESSARY REPAIRS TORUNS AND GFENCING SHALL BE ACCOMPLISHED PROMPTLY FAGI I I • ..I I X SEDMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THEY Q MO' x..w P_ n ej —' a ,T„e„FILTER NA TERM,— ONE-HALF THE HEIGHT OF THE BARRIER. PRESSED TO CCNFORMPANY SEDIMENT DEPOSITS FIEMAINING IN PLACE AFTER THE FILTER PDXT APPROXIMATELY Gj� OZ s mw. III.� eusv eorrom eFmn. Nn EPENCE IS NO LONGER REQUIRED SHALL XISTING GRADE,PREPARED AND SEEDED BED 00 OBE I..'~o e wwe.POSTSs 2e93 Y�PP oR LOUAL nLream„r��_s. J R D A� OEG GRAVEL CONSTRUCTION ENTRANCE ,\ Ili),..._ SECTION e SECTION ', �� ill FILTER FABRIC FENCE / ISTD9391 ' II I EROSION CONTROL NOTES iI EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO THE iii / REQUIREMENTS OR THE UNIFIED SEWERAGE AGENCY of wasHlNcrON COUNTY. oa // ovoseD TEMPORARY EROSION/SEDIMENTATION MEASURES SHALL REMAIN m Ij use /�// EFFECT FROM INITIAL SITE GRADING UNTIL FINAL SITE STABILIZATION. NEO pO0 6e M'A'^ 2 IT IS FROM TDISCHAIC OF THE CITY O TI ARD TOP PREVENT SILT-LADEN WOAD CONTRACTOR FF ' 1 ' $MALL 9E RE3PONSISL OAPLERSEDSME TATICN BA E pPN E i0 MAINTAIN AL SIN.FlLTER OP pe STRUCTURES AND EROSION CONTROL ME DETAILED ON ASURES AS OUTLINED IN THE COUNTY DRAINAGE ORDINANCE I / �n �///�� CONSTRUCTIONTo AND CONSTRING UCTED SHEETS. POINTS INAL SITE STABILIZATION. BASNPNA HALL BE LOWER �� oD D D R oEEARIND aRCE'gED�1 OF 5.TEMPO TEMPORARY HYDRDSEEonG SHALL BE PROVIDED ONDISTURBED AREAS AS SGEOTEXTILE E AS DEPTH PROrvICR FULL TEMPORARY EGSiEGRESS AREA slro CLEARING AND GRADING MAY PROCEED FOLLOWING INSTALLATION°F t ®GRAVEL CONSTRUCTION ENTRANCE AS u<rEMs ALL ION BARRIERS IST00701 FNALSESI eT eiaB,L ZAiO SHALL UNT LAINTDAINED i0 PROVIDOMPLETEO AND o crloN. E THE REQUIRED , HMISVIN Puce°orvsF ANcrIONA�C 10 FILTER nuRFIUFEioaes WHERE9 ALL AREAS DISTURBED DURING CONSTRUCTION LANDSCAPING REouweo. PROVIDED WITHIN so DAYS SHALL e�HroaosEEDED A> DRY s ns OVIDED WI CONTRACTOR o PREVENT°SHALL BE H EXECUTE DUST CONTROL SHOE \Vi, D EVENT LOWN EROSON AND P oR PROPERTIESFROM CONSTRUCTION OPERATIONS BLOWING ACROSS ADJACENT STREETS a ui ' , I i a a 0 \ CO ��_�\ � � GRAVEL DDNGTRDDTIDN ENTRANDE ` .- _ ''+� GRAVEL coxsraucr DN EN GRAVEL CONSTRUCTION ENTRANCE i� RANDE L.I.D.Project C.I.P. Project DATE CITY OF TIGARD COMBINED DARTMOUTH LID AND GIP, PHASE 2 TIGARD, OREGON SHEET S�.p PflBrE,� ES 5/93 13125 S.W.HALL BLVD. OF 13 T� T DEEDWER e sns'+ ■/ ■ TIGARD,OREGON 97223 DARTMOUTH EXTENSION LID, SCHEDULE L 14 THOMA$/ a.Oregon 97223-8377190 S.W.Fir o TE ��^JA DRAWING NUMBER a WRIGHT.INC. Fe.ISD31 D DRAFTER °R CmroFnGARD EROSION CONTROL PLAN 4: eWu EvEnaeee6 Survero a Tel 1.31 e2e-1.168 REVIEWER T OREGON 503/639-4171 No. REVISION DATE BY 766"12 + VJEcTT/047 1k5 7.12513 .,-i�;;; � 41 47111TP , `i'climmiV IM&uth�iI11hYIiimiYWll1111 1 IIIIIIIW6 •, ''^ s y, 0 9- e34* �bo aD��D. 2*sG\\A9 -A v,.S.%.1 L,: jj���'II tti' `: f i 1111 >.Porvr..,d ca.Ervr corvcaErE wvw.w- IV I AP oo a ,00 roaE oEa.E.c.EEa. I.1« I H•�'•t�? ®TYPICAL CONCRETE STREET STRUCTURAL SECTION `so;i NO SCALE COO ``3 \ CONCRETEPPA EMED CEMENT ES W �Lt,?:1,,sue`` PAVEMENT .4 > W �`l ii*, a HADED INDICATES TLAND CEMENT CO • ...a. CONCRETEMITS OF R PAVEMENT ` `•*kg:61:i{wo•'•."'•' m,: •�•�iy'••reKCB :.0 `e:`U :::::•:T,'''".3.`•.�xi ;.:•.•e`,'.,... m.-5^?•o.....,w',,""„- ��i ice:• •.wz3c s..ox :41;a dig '� g aggaiM: 3e•+ �.iLZ.r,.. e.'ao'z'3de�'.�•x�:':ss°'+'•:o-:�:'v�>;r..:rrti'.<:�.+ivR%`R2%i' rr —Z_ TL TI L.I.D. Project�i\C.I.P.Project Schedule L I Schedule C �P�-0'q�SJ` .zs� CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 2 TIGARD, OREGON SHEET `H°,rcEe°may T/WI -13125 S.W.HALL BLVD. OF 1� sou RAw TIGARD,OREGON 97223 DARTMOUTH EXTENSION LID, SCHEDULE L 14 i THOMAS/ L�11 DRAWING NUMBER °b:aaoss83s °'° CITYOF1GARD CONCRETE PAVEMENT ALTERNATIVE ,rv. WRIGHT.INC. Tel Iso31 E3s-a3sr RENEWER RT786-12 Cm,mgveers•snrveyore al Iso31 ssanaeeOREGON 503/539-4171 No. REVISION DATE BY -?ROJET/047 i4/ls-- - - .,_ Vic. `.`- - � rc. cPy e ::\\9 `` PARCEL OWNER TAX MAP 8 AREA L V e NO. TAX LOT NO. �y,+ ep D 44.k. C saw a°°°o°,e,o oo=.z,oc ao.sss sF. � AD. O� Cl "s���a°R°so�a�o° z000 ,,.SF3ss'F." 0 D sa`a°fi P000,°I1.51 Qp6 \ __` / /�` \ �o,a°A,°no,s N e,'aac,°,oo a3a4 s.F. m T �' llik °° o, E "°so,eo%,„.,e N,,,,„ r9' 83' I E1 PROPOSED \\ o °,me e5 STREET °' <. 35.oe z.4� F e o c s °..m°� zs,,3A.oo za.4,ss.F. y 22 23.16 ,00 F1 Ei°y°,:m c°edA 0.2—^ zs,,en.,00 20.502 SF. / G oro",,a e"i��i�°c.Po�loc, zs,1.,,00 41,160 s.F. \. xom H e,sP. .466.00 62 e 3703 x w ooz J am °o ao e, ,s,3ADD ze°. '44 sP VICINITY MAP 0.75 11.110. 38489 I / / '!i S.W. DIM S2200 EET 3 w I ,3IN oa a7a 4 ,°° o .00 5.850.09 M 55is•43.o4-w w I� O 2000 = zzao DENOTES SLOPE EASEMENT ea 44 \ f sa 4o e z3oo —_\ [ 539,°' / S892042E\ / 3 eg of a r eye "•` lNes, � > 1 \ w aee•a3°a"' e a„z3 mO \`°°°a $1,57< / a I ,5°°a ,io3 i < \61 a.n A))' nsa 5 .._\s as szs E\h tsz536 N i� I—w I S oie 7500 333 a a a CO gi t /if 3I II x zs•4r - I.z5s4 MENas•,esrw e Lou" v o+°44 C"15 s43i N e m 53'�y / OUT.LNE SECT CN s as•3a os E ' ry s e � y Pj S msz 38 w SECTION LINE �®^ I ^ V a7,z J LFND -SECTION` LINE sa oo %sAl 'HILT'''.W ,oa O S.W. DARTMOUTH ST. ](�l 100 000l soo I Sao i I cm-"':!'''''E QEp pp,� DATE CITY OF TIGARD COMBINED DARTMOUTH LID AND CIP, PHASE 1 TIGARD, OREGON SHEET `vim �.A DES DESIGNER 13125 S.W.HALL BLVD. OF T/W I RAW TIGARD,OREGON 97223 DARTMOUTH EXTENSION LID, SCHEDULE L ' 'FHOMAS/ 1.4 �_J W�GHPoINca as 34a z9_ a CfYOFTIGARD RIGHT—OF—WAY MAP ° o_,a s,x7,ex.Aw DRAWING NUMBER 4.7:71,R S�L]a4,e cu y,a°fl eyo KT OREGON 503/539-4171 786-2 No 4R'cVISIONc° `DATE 8r -Meet IO47 I�/15" A.._, . ,... , . _.., . ° :u..eou0...o®..®©..es.i"¢.omE..o_V,.....r .om.i s®®..: