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NI' N 0 Q w !/ AS- BUlL .... T o � z ❑ O 16 A 15 LOT SUBDIVISION 2/7/20/9Lai O m W cK o cn o � °e 0-0 OF TAX LOT 1S1 34BD 7202 NOTE ooc 5 c r 0 W AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, co FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL CITY Q F TIGARD a OREGON INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE W m 0 CC IN DESIGN AND/OR CONSTRUCTION. D J CoQ 2 _0 DOI- >< LL c -1 Q In l T--LEGEND 1S1 1S1 IS11 is ! 1S1 is ! is ® � � ® ®®ig 5 348D ! I 34BD I .I 34BD I ! 34BD I I 34BD I I 34BD I 34BD # #® ®* ®8 a° ffi 0 PROPOSED CENTERLINE MONUMENT IL 3200 J L 3300 _ 3400 i L 3500 J L 3600 �.3700 11700 0 13 � a 0 EXISTING SANITARY MANHOLE it fI 15. 1 _ 8 . © PROPOSED SANITARY MANHOLE TRACT B 1�I LOT 12 34BD ®o II xs EXISTING SANITARY SEWER r j ( 11600 SW SCROLLS FERRY RD so iii -5S PROPOSED SANITARY SEWER iS i �, ( 1' 14r4 PROPOSED SANITARY LATERAL I 34BD LOT 11 LOT 13 34BD _ i14� 4 Ir �p z 7200 11500 � ' �.�10 . 0 EXISTING STORM MANHOLE I ,� G W • PROPOSED STORM MANHOLE is i / ..,.� ��r Se : �' x EXISTING STORM SEWER C� 34BD �=i� '� W ft -sD PROPOSED STORM SEWER LOT 10 LOT 14 11400 • El . I EXISTING CATCH BASIN W00DSPRING 1S 1 0 m . ISITE * V)CON O rr� OCIA PROPOSED CATCH BASIN D MINIMUMS I34BD 0� � � �/ , . ���0�- PROPOSED STORM LATERAL I LOT fi LOT 7 LOT 8 LOT 9 LOT 15 11300 j �%�j� ��#�` • �11������ cLQ: Cw0 /��, LLIIlk , LLLfffff ( ( ( If ( ( ( IIl � ■�111��� MEXIST]NG WATERLINE = I ® SW ANION DR ' �!�w PROPOSED WATERLINE W `— - J J 'I- ��� \ 34BD = ¢ Q EXISTING FIRE HYDRANT SW SUMMERBROOK LANE11200 = Cn = 1111 tn AIC PROPOSED FIRE HYDRANT ��� �' T o EXISTING WATER METER I 1S 1 ; p ii co � I I I 34BD �,�, ♦111111111111 � _� I 1 � PROPOSED �4" WATER METER `-' LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 ,,, 111100 wig "immix � s L r9RTH DAKOTA ST , d 1 6 PROPOSED WATER VALVE ZImilmu $- FRET-All?)xa N. I PROPOSED STREET LIGHT 1S 1 1S 1 1S 1 1S 1 34CA F 1S 1 1IIIII ) ,? L I 34CB 34CA 34CA 34CA Imi RIGHT OF WAY LINE 0 14400 7700 616 615 510 34CA 535 VICINITY MAP --------� EASEMENT LINE 1S 1 1410 oo o0 SCALE so 34CA1" SITE MAP 509 SCALE: = 500' J 1 INCH = 100 FEET SCALE: 1" = 1 Do' DRAWING INDEX Q NOTICE TO EXCAVATORS \ ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW V' RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 1 COVER SHEET 18 STORM LINES OX & 01 - PLAN & PROFILES o 0 CENTER. THOSE RULES ARE SET FORTH IN OAR ( U' 2 CONSTRUCTION NOTES 19 - WATER QUALITY FACILITY.& STORM LINES 02 � 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY & 03 - PLAN & PROFILES OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. 3 EXISTING CONDITIONS & DEMOLITION PLAN (NOTE: THE TELEPHONE NUMBER FOR THE OREGON PROJECT CONTACTS 4 TREE REMOVAL & PROTECTION PLAN 49A CIIURCII IMPROVEMENTS E UTILITY NOTIFICATION CENTER IS (503)-232-1987). 5 TREE INVENTORY TABLE 20 WATER QUALITY FACILITY PLANING PLAN & r DEVELOPER: KERR CONTRACTORS OREGON, INC ENGINEER: EMERIO DESIGN CROSS SECTIONS Q 6 POTENTIAL UNDERGROUND FACILITY OWNERS 395 SHENANDOAH LANE NE 6445 SW FALLBROOK PL., SUITE 100 6 TREE MITIGATION PLAN Dig Safe[ WOODBURN, OREGON 97071 CONTACT: TIM KERR BEAVERTON, OREGON 97008 CONTACT: ERIC EVANS 7 TENTATIVE PLAT 21 WATER QUALITY FACILITY DETAILS ! 22 STREET SIGNAGE, STRIPING, STREET TREE & Call the Oregon One-Call Center 971-235-5003 503-853-1910 8 GRADING & EROSION CONTROL PLAN STREET LIGHTING PLANto DIAL 811 or 1-800-332-2344 OWNER: TRINITY CHURCH SURVEYOR: EMERIO DESIGN 9 GRADING SECTIONS 23 STREET SIGNAGE & STRIPING DETAILS u_ 46 EMERGENCY TELEPHONE NUMBERS 10900 SW 121ST AVENUE 6445 SW FALLBROOK FL., SUITE 100 10 COMPOSITE UTILITY PLAN 24 CONSTRUCTION DETAILS TIGARD, OREGON 97223 BEAVERTON, OREGON 97008 o NW NATURAL GAS CONTACT: KING PHELPS 11 SANITARY LINES A & B PLANS & PROFILES 25 CONSTRUCTION DETAILS W g M-F 7am-6pm 503-226-4211 Ext.4313 503-515-6052 26 CONSTRUCTION DETAILS • AFTER HOURS 503-226-4211 27 CONSTRUCTION DETAILS �, �, a = PGE 503-464-7777 11B BORE SPECIFICATIONS & DETAILS E. g o CO in 8 c QWEST 1-800-573-1311 12 SANITARY LINE C - PLAN & PROFILE 28 EROSION CONTROL DETAILS ® ` ,-\ a- , .- o - - 29 CONDITIONS OF.APPROVAL o o ✓ VERIZON 1-800-483 1000 13 SANITARY LINE D PLAN & PROFILE EL1 STREET LIGHTING PLAN 8 Z TIGARD PUBLIC WORKS 503-718-2591L I �v i, -[ClwE EROSION & SEDIMENT CONTROL COVER SHEET , , 14 SW 121ST AVENUE - PLAN & PROFILE J '" 15 SW PENN STREET & WATERLINE EC2 CLEARING, DEMOLITION, MASS GRADING, EROSION E) m 3 in STORM LINES 06 & 07 - PLAN & PROFILE _ SED[ME14-T-CONTROj PE AEI i ENGINEER'S NOTE TO CONTRACTOR: SITE INFORMATION . 16 SW 119TH AVENUE - PLAN & PROFILES EC3 UTILITY & STREET CONSTRUCTION, GRADING & r - s THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS SITE AREA: 155,347 SF (3.57 AC) 17 PRIVATE ROAD & STORM LINES 04 & 05 STABILIZATION, EROSION & SEDIMENT ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNONLEDGE, THERE ARE NO ZONING: R4.5 NEW IMPERVIOUS LOT AREA: 39,600 SF NEW PRIVATE ROAD IMPERVIOUS AREA: 9,634 SF PLAN & PROFILE CONTROL PLAN T 7 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TAX MAP: 1S1 34BD O PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR NEW PUBLIC ROW IMPERVIOUS AREA: 27,184 SF �r� 4nSIn�, SEDIAACAIT C-ONT-R-O DETAII S- 4DPR r) COT" 'TT.717fiZ7�JCC77MCTVR—G�I7'�7CII�II F"Ji�?� TAX LOT: 7202 '� FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES TOTAL NEW IMPERVIOUS AREA: 76,418 SF �,�� `' - SHOWN OR NOT SHOWN ON THESE DRAWINGS. NUMBER OF LOTS: 15 1 Q�.r -5 m THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE . ' �A CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS C e Y 11 x ° A4' 1 CWS PROJECT /c AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; BENCHMARK INFORMATION THIS DESIGN COMPLIES WITH ORS 92.044 (7) QUARTER SEC DANIEL 2 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS IN THAT NO UTILITY INFRASTRUCTURE IS DOWNSTREAM SANITARY MH _1 EXPIRES: 1201/2019 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS DESIGNED TO BE WITHIN ONE FOOT OF A I PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE DATUM FOR THIS SURVEY IS BASED UPON SURVEY MONUMENT LOCATION SHOWN ON A SHEET ORGN . SUBDIVISION OR PARTITION PLAT. NO DESIGN OREGON REAL-TIME GLASS NETWORK ( ) MODIFICATION NOR FINAL FIELD LOCATION I r,-.4'') CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO NAD29 DATUM. CHANGE SHALL BE PERMITTED IF IT WOULD OF in- EN ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CAUSE ANY UTILITY INFRASTRUCTURE TO BE } . PLACED WITHIN THE PROHIBITED AREA. i 29 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 c In GENERAL CONDITIONS GENERAL CONDITIONS STREET & STORM DRAIN a 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND S ATE LAW, 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL 0 THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIG RD EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, BE WHITE IN COLOR. SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. LL O 0 Z „ THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301,1.01, AND SHALL BE UNCLASSIFIED. z 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRA FIC CHANGES. 0 CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, URRENT 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED FROM COARSE TO FINE OR AS Z 0 0 EDITION. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, APPROVED BY AGENCY OR CITY. Q m W o THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED 0 - NO d' CC 0 STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP O CV Cr) Q x w TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE •VAILABLE ASSIGNMENT CHANGES. OF THE 2"x4" TO THE INVERT WRITTEN THEREON. m > 7- 0 AT THE WORK AREA. 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY 5. COMPACTION SHALL BE PER APWA DIVISION III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE r� 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRS OBTAINED AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY REQUIRED COMPACTION. 0 CC WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE IAD J CL < OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVI S (.TIGARD CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER CITY STANDARDS & SPECIFICATIONS. CO < 0 POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER RIGHT-OF-ENTRY OR EASEMENTS. COMPACT TO 95%. AASHTO T99. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). CC SERVICE PROVIDERS. COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. 1-34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A D 0 I .L 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERA MOTORING PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED Cr) ......I PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTR CTION THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE 7. Q AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. REPAIRED BEFORE PLACEMENT OF FINAL LIFT. WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO 95% AASHTO T99. LO I"' CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMA DELIVERY 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT 8. PRIOR TO FOR AN INSPECTION OF THE WORK. FAILURE DO SO WILL MAKE ANY- FAILURE OR DRAINAGE PROBLEMS THE C[ SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EF ECTIVE ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER PRIOR TOBI FINALITY OF PAVINGTH CONTRACTOR.INSPECTION PROOFROLL IS REQUIRED PRIOR TOTO PLACEMENT OF ROCK, CURB &SUBGRADE ASPHALT.A 0 ACCESS IS ESTABLISHED. FUNCTIONING OF THE FACILITY. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS MODIFIED BY WASHINGTON COUNTY. CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL SUBMITTAL OF THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO TAPED FOR ACCEPTANCE, PER R&O 04-09. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN E HOURS ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 AND/OR OREGON STANDARD SPECIFICATIONS FOR r )/� DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OFV V) 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL CONSTRUCTION PER SECTION 330. THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. I. W A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND Z COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZE, BY THE CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING STANDARDS. CITY ENGINEER. W 0 37. ALL SANITARY SEWER, STORM SEWER AND WATERLINE TESTS WIIL BE CONDUCTED AFTER TRENCH 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12). FEET; PEDESTRIAN TRAVEL SHALL A w0 BE COMPACTION TESTS ARE PERFORMED AND RESULTS SUBMITTED TO THE CITY. �� ` T Z PROVIDED FOR. (_, J 38. PRIOR TO TV TESTS ON SANITARY SEWER AND STORM SEWER LINES ALL MANHOLE CHANNELS MUST TO W 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS •S MAY BE BE POURED AND PIPES MUST BE GROUTED. /�/�O NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. WATER SYSTEM 9 Q O 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE GENERAL NOTES Z CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE CCALL JOINTS TO BE RESTRAINED NOTE F. 1. FOR A PRECONSTRUCTION MEETING. 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR U 2. OPERATION OF VALVES 8Y TIGARD WATER PERSONNEL ONLY 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/6i9-4171 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL j TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED J STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY E PERMIT. COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE SURVEYOR THE LOCATION, IN DESIGN AND/OR CONSTRUCTION. ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLANS ON THE CONSTRUCTION. SITE AT ALL TIMES 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTR CTION ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). 4. • ..) F " H PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHAL CONFORM J TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND 5- ALL WORK SHALL BE 1N ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. CO 7 APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND 0 THESE APPROVAL BEFORE CONSTRUCTION CAN START. 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. Q GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE L V 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS iS THE RESPONSIBILITY OF THE PERMIT MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CO DITION, 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" GRAVEL. FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE 9. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY K ND UPON OWNER.ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMM:DIATE 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION (SEE DETAILS FOR MINIMUM BEARING AREAS). STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER 11. ALL 2" WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. , 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALL:D AND WORK. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLANGE TEE, 6" FLANGE X MJ GATE VALVE, 6" MJ X MJ HOLDING SPOOL, AND. A 6" MJ, 5-1/4" MOV, MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, 3 PORT (2-2 1/2 NST HOSE CONNECTION, 1-4 1/2" NST PUMPER), 1 1/2" PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR BRUSH, ROOTS, TOPSOIL AND OTHER F= CONTROL. MATERIAL IN THE ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. a ix MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET LOCAL REGULATIONS. Cr)� `-' 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD G'ASS MIX; 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED 2" - 3/4" DRAIN ROCK. ,"',_, SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SH LL BE 8. ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR TARPAPER WILL BE LAID OF TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM. EARTH COVER. O Q REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHELL BE ENCASED IN A REINFORCED CONCRETE CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED JACKET 6" THICK FOR A DISTANCE OF 10' ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT LL: a 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN TH' WORK SITE IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE: Cr u AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND T' E SHALL INCLUDE THE VEHICLES OF ALL SUPPLIES AND EMPLOYEES ASSOCIATED WITH THE PROJECT. 6i RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. DEMOLITION NOTES 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR al w. 3 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFIC•TION WITH A MAXIMUM LOSS OF 5 PSI. �- CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR ¢ OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF Y0, HAVE ANY TO STARTING DEMOLITION WORK_ 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE c3 o QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHAL BE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA CORRECTED AT THE PERMIT HOLDERS EXPENSE. 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, STANDARD C651-92, THE STATE HEALTH AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING d ,,_ MISCELLANEOUS ITEMS NOT SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND H•RIZONTAL ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. MIXTURE WILL BE PREPARED BY INJECTING A CALCUIM/SODIUM FIYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE a LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS FRESH (POTABLE) WATER IS ALLOWED TO FLOW THRU THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED o ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE A THE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS Y_ PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF ORK OF EXISTING UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY cn PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGE 'CIES. SANITARIAN, IF THEY ARE TO REMAIN (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO BE THE CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLYo RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER PERMANENT SOURCE OF SUPPLY. o z 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL ::E PLACED 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING WATER o zo ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SI OR WELL. DISPOSE OF THE DISINFECTED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE W OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS DILUTION OR OTHER SATISFACTORY METHODS Of REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING "e, +�',. Q c.104 RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSE UTION OF SEWER OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL 07 2 i_ SANITARY SYSTEM BE TAKEN BY A TRAINED TIGARD WATER WORKER. o m O c THE WORK. l♦. ° z i 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 'OARS 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDARY, ST LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2-0" Y - o o DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME SERVICES (CWS) OF WASHINGTON COUNTY (AGENCY) R&D 07-20 STANDARDS AND SPECIFICATIONS, BURY, WITH A 3/4" FIPT (FEMALE IRON PIPE THREAD) INLET AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A ` o o ,o DETERIORATION OR DAMAGE WHICH OCCURRED 1N CONJUNCTION WITH THE WORK AUTHORIZ.D BY THE AND CITY OF TIGARD ENGINEERING STANDARDS AND SPECIFICATIONS. LOCKABLE, NON-REMOVABLE, ALUMINUM--CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER o o E 4-1 WILL FLOW IN AN ALL BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER �' o'-"' � 3 PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. J '' 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE Q w W a g --1 24. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO D-3034. SANITARY SEWER PIPE SHALL BE GREEN IN COLOR. BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A 1/4" BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE VENT m ~ THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH AY IMPACT PIPE. -ra AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGIST:RED CIVIL 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). LOT AND SHALL HAVE MAGNETIC TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520 (SEE SHEET IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE 0c 32). THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED GREEN EXTENDING FROM ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI FAMILY, INDUSTRIAL. AND -� 25. A SEWER SYSTEM MANDREL TEST AFTER COMPACTION, AIR-TEST AND (V.H.S.) T.V. TEST R PORT AND THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA v ONE SET OF BLUELINE "AS--BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEW:R SYSTEMS) TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED Lo SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF •NY �+ AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. BUILDINGS TO THE SEWER SYSTEM. 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF o o 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, 0 A WEEKLY 100% (451. PRAM` i BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER ENGINEER AGREEMENT NOTE # 5.) 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED, MANDRELED AND AIR-TESTED TREE REMOVAL . �+s,N 4, ` 'i Iv :1.-:' AFTER THE BACKFILL IS PLACED AND COMPACTED. A DVD VIDEO, REPORT AND AIR-TEST RESULTS 5 m ce 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS SHALL BE PROVIDED TO CWS, ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) SHALL BE SUBJECT TO A CIVIL PENATTY OF UP TO500 PURSUANT TO CHAPTER 1.16 OF THE v < MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT 6. ALL STORM SEWER MANHOLES SHALL BE VACUUM TESTED AFTER PAVING IS COMPLETED AND TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED 3 THE PERMIT HOLDERS EXPENSE. ACCEPTED. TO, THE FOLLOWING: �'A jC,`�r 11, P�� 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER 7. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION uANIEV.V a DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE 95%. (T-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND EXPIRES: �s 1 2o�s 0 OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. TIGARD. ""'"___ 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY SHEET a' REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 8. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OFEn LOCATIONS. ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL. 2 (71 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT 9. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION 15 ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SUB2016-00011, AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE OF Lo OF ASPHALT HAVE BEEN PLACED. APPROVED BY THE CITY. APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE 29 APPLICANT WILL BE SUBJECT TO MITIGATION FOR 100% OF THE CALIPER INCHES OF. THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY o 10. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. AUTHORIZATION WILL CONSTITUTE A VIOLATION. i CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ2018-00008 L 10 1 //,//.///////.�/ I T MATCHLINE ...i._ MATCHLINE A %S'— L5'LJIL T 7S 1 34BD 15 1 34BD I I 1 34BD 15 1 34BD O L.L Z z 3500 3600 1 1 3700 1 11700 w s 0 2/7/20/ 9 _ __.,._J — — , ''' J : : — ---.-- zav,..., ,, lib iiii•fatelpati ill., — 6 0 * "il IIII Illakill. 4111 .4t- 40 -al XG XG 0:P., -.‘. ,,:°]''''.:01 j'iil „TN --I '.i10 / _ XSD XSD-`�-- ,p ,... Pik - �2: ; A �' 4' , ,7 NOTE o SD �.� Q .� r cy y .e�,.r ...-���e rr xnr :.z.`a'F c..;.av ¢ -. 'r .i r L .< "°+,:.,,�. L7 CD 0 co O O W AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, °� _ o-, , .; . ` °..... ,,,as a �� N. fi4. 9 HN rc^. r, ; ;z xx.. a: '.,. x., - V asa E� r < . j "«w, - f a a az± s * E n-z s� ' r 3 P ratk ;^W..N mxs x -r., , , cz .... _. XG �^� w FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL • / 1 I F i, F p i r 1 1 Q � � a *��: x°5r.° a�--a� r^r§ar rsss v"'� ✓o r� �f v d� k3¢^� .i E t�c�� � ��` f� � �� 'r k� � m,""«"^.�w,..� FIELD INFORMATION HEREON MALL BE GATHERED VERIFIED PRIOR TO USE 1 t l ::::MOD ❑ co 0 IN DESIGN AND/OR CONSTRUCTION. 1 `� to40 SW SPRIN;:::: OOD DRIVE ` '�� "` ' � 9 r ^ j �„ ,•�'u°'.,.. ee•a:¢:,u¢:�.�.x 1 �s�'d,. v `?- sg � r-0. 3 r - a�� � .¢s.�1 .5-✓?�;v .T,,� a ci°si:e .,m.,.. �..,- _ s , ',tea, `Fjt r° E F .«l.,s»,.�n,�.«�,«ra- ma.:°.. ,r °'sr Fea "'aa . ` z a c.:y ^^^- .»„4.,,m.‘ � �� 1 S 1 34BD --- -, � � � m � ��n s� .� - .-�. x _ 2 � I� \ 11600 �, ��... � ®a: -- x . i o 0 $ ,.......3 , -, off/// // /mil/1 \ fir°'71 , :e.,e. 1 S 1 34BD l I XSD \ XSD XSD XSD ° 1 S 11500 D 7200 \ MATCHLINE MATCHLINE i""'" Z --fir 4 L \\ \ GIS 1 34BD 1S 1 34BD 1S 1 34BD 1S 1 34BD z O Q \ 0 35D0 3600 3700 11700 LU i . ...._ ... gmt, a, , \ N,„. — *111*06,... zarteittiaarele..7.. i ,..____ LLI ° Z AL- 0 SD_�—XSD \, , ' o o , \ `° f1 0 -- SD X + \ 0 Z Q N 1 / " ! , U 0 • I \ ,2 IS 1 34BD U J _ 0 0 o v ,� 11400 CONSTRUCTION NOTES - / \ \ \ N\ 411# O INSTALL 5 FOOT HIGH CHAIN LINK TREE — -- W PROTECTION FENCING WITH DRIVEN POSTS J o �' ANY DEMOLITION TO BE PERFORMED INSIDE m (/) 0 --off , .. i 30 SCo LE 15 30 TREE FENCING TO BE DONE UNDER THE : wi /- r / "�`'o ` LIII✓ SUPERVISION OF THE PROJECT ARBORIST X 06 1S 1 34BD �- gyp' ` i:; o \ 1 INCH= 3fl f=EET O REMOVE EXISTING CONCRETE CURB CL W i 7200 N O REMOVE EXISTING CONCRETE SIDEWALK '\ �`\ oifjO O REMOVE EXISTING CONCRETE DRIVEWAY ENTRANCE © 1S 1 34BD © ❑ 0 11300 O REMOVE EXISTING LIGHT FIXTURE w CO 0 \ \ EXISTING SEPTIC FIELD Q Q ,/-C O REMOVE EXISTING SIGN00 SEE NOTE BELOW RIGHT ®,, '�z,,, ° (,„� 10 0 ° e \ N. °� O REMOVE EXISTING FENCE o °' I \ ® REMOVE EXISTING UNDERGROUND ELECTRIC cn Q o 1 t , 48 GLINE w c\I lil CD Em ❑ „" N. 9 PROTECT EXISTING MAILBOXES DURING 0 ►; "� �• � \ "" CONSTRUCTION N ��, ° 10 REMOVE EXISTING ASPHALT SURFACE o E- x4. 11 REMOVE EXISTING RETAINING WALL © , ►�, ``\. iS 1 34BD o Q © w ���' 11200 12 EXISTING TREE TO BE REMOVED - TYPICAL o < > - 140 — m <�, RP- , O • . ,i.,..,-• I [:; ,_. ° © ,it x - ,',,-0,7,-a ;��� N `�N "� 13 EXISTING BUILDING TO BE REMOVED o J m IODDSPRING / \ ❑ N. 1 14 EXISTING SEPTIC SYSTEM TO BE REMOVED o CONDOMINIMUMS �E 1 \ � \ 4;ii ��i N v SEE NOTE THIS SHEET cti 1 "� \ w 1 ��� �� 0 12 �� 15 EXISTING OIL STORAGE TANK TO BE „. o I I v 0 ❑ \,.. REMOVED Q t jCI ' ,A*,. '"\. XE XE XE \� V 8 oz 1y F 16 EXISTING GARDEN AREA TO BE REMOVED o Li o ® -44 t ar" XEXE XE ❑ ��� � ! © 's ue 17 EXISTING STREET BARRICADE TO BE N 1 q EXE xE x XEXEx �� 4 . �\ © . 0 • \ \ REMOVED ® a o cl j, 0, w �© 18 EXISTING GRAVEL SURFACE TO BE E 21 "' I ❑ �� O REMOVED a 1 S 1 34BD Z o o . a • 0 © �� s i m 11100 19 EXISTING STORM SEWER TO BE REMOVED s..,.. Q X ,.._ ,.. , Q � � 0 0 is/ Cri 20 EXISTING BACKSTOP TO BE REMOVED o -0 • 0 o ��. -r 0 ��� '` �..\\ \ 21 EXISTING STREET STRIPING TO BE REMOVED X j © O �j� ° �, - o �o� ° ® 22 INSTALL 601 X 201 GRAVEL PAD FOR � O / -� �,i./�+ 14 _4", CONSTRUCTION PARKING NO CONSTRUCTION ti s r� � � . �eU-:.: �� ` ►' z �� _ PARKING WILL BE ALLOWED ON EXISTING 11 _ "_ ._ co,,. . . !v' ... Oin41\ �� ,, STREETS o ate 1S 1 34CB \ . T23 PAVEMENT TO BE REMOVED AND REPLACED 1 'x 1S 1 34CA 1S 1 34CA 1S 1 34CA 1S 1 34CA 1S 1 34CA � I 535 IN THIS AREA PER COT DWG 182 �5 i " R 14400 7700 616 615 510i•V 7 s m f Z 0EXISTING FIRE HYDRANT ASSEMBLY TO BE Q --X - > 1 REMOVED. PIPE & VALE TO BE REMOVED �`o Q AND TEE TO BE PLUGGED WITH A FLANGE. 0 I 1 /c�ANI1. P SEPTIC SYSTEM REMOVAL NOTE: , FIRES i2/31/2019 in SITE SLOPE NOTE �j EXISTING SEPTIC TANK & SEPTIC PUMP ON TAX LOT 7202 TO BE REMOVED AND SHEET. \ cn DISCONNECTED FROM THE EXISTING SEPTIC FIELD. THE EXISTING SEPTIC FIELD ON TAX LOT co THIS SITE HAS NO SLOPES 10% OR GREATER THIS PROPERTY IS NOT WITHIN A 100 YEAR FLOOD PLAIN. 7202 TO BE DECOMMISSIONED WHEN THE EXISTING CHURCH IS CONNECTED TO THE NEW 3 r SANITARY SEWER, ALL PER CURRENT DEQ & LOCAL REGULATIONS. THE EXISTING SEPTIC FIELD TO REMAIN IN COMMISSION AND CONNECTED TO THE CHURCH ON TAX LOT 7200 UNTIL SUCH OF N TIME AS THE NEW SANITARY SEWER IS ACCEPTED BY CWS & SAID CHURCH IS CONNECTED.,} 29 o 0 i CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 1 cNi r in a In r LL Z o z TREE PROTECTION NOTES: 0 0 w 15' 1 34BD 1 15 1 34BD 1S 1 34BD 1S 1 34BD Z 0 0 o 3500 1. . TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) LEGEND 1 3600 3710 11700 CO in 2f. EXISTING DECIDUOUS TREE TO BE 6-‘,...._ ... 6 -star"-Aso la o - **- - - ai AS A MINIMUM IF INFRASTRUCTURE MUST BE INSTALLED CLOSER O 0 CI) Q � o E �.� TO PROTECTED TREES, THE TPZ MAY 8E ESTABLISHED WITHIN THE N0 w RETAINED/PROTECTED '"` " ' - s� .-,-�. DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE CC . r 0 EXISTING CONIFEROUS TREE TO BE 4. 11 TRACT 1` I TREES WILL NOT BE UNDULY DAMAGED. THE CONTRACTOR IS 0 ❑ - CO 0 RETAINED/PROTECTED B ltf 0 RESPONSIBLE FOR COORDINATING WITH THE PROJECT ARBORIST CO O `" '' PRIOR TO WORKING BENEATH PROTECTED TREE DRIPLINES. UJ ❑ _1 0 < ►4,4 04 EXISTING TREE TO BE REMOVED /f - • I ,fir„ (/) < 0 f — — — — 'I i ' 2. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE P. + PROTECTED BY 5-FOOT TALL METAL FENCING UNLESS OTHERWISE 0 o o o TREE PROTECTION FENCING 4 .., = f I� APPROVED BY THE CITY MANAGER OR DESIGNEE. PROTECTION D 0 I— LL = = — r I LOT 12 1S 1 34BD / \ r HI 11600 FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO U) ,J < 0 I ^. 1 TREE WITH RPZ (ROOT PROTECTION f I FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE I— ZONE) \ - \ f / I EDGE OF THE TPZ. T _ _ . _ . II f '�� ` 3. SPECIAL PROTECTION. IN ADDITION TO TREE PROTECTION FENCING, Q # . . ._ �. SILT FENCING SHALL BE INSTALLED OUTSIDE OF THE TREE U PROTECTION FENCING AS SPECIAL PROTECTION FOR PORT ORFORD •: _-,-':z.„.,-_ ```$ 1 CEDARS WHICH ARE HIGHLY SUSCEPTIBLE TO ROOT DISEASE. DO -,s p NOT TRENCH SILT FENCING IN PER MANUFACTURER'S r______......„ "�` °" SPECIFICATIONS; INSTEAD ROLL THE BASE OF THE SILT FENCE IN CONSTRUCTION NOTES -� :: \ . 1S 1 34BD A STRAW WATTLE AND STAKE IT TAUGHT TO THE GROUND. O INSTALL 5' HIGH CHAIN LINK 7200 \ TRACT 4. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL TREE PROTECTION FENCE \ \ A 0 BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE F Z \ 1•A 1S 1 34BD PROTECTION PRIOR TO ANY CONSTRUCTION. Z LOT 11 \ LOT 13 11500 W Q 5. PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND J ,� 'N \ \ \ \\ �� WHERE PRUNING IS' NECESSARY ONCE TREES PLANNED FOR n,,,, z� REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND W TREE INVENTORY TABLE PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED Z BY A QUALIFIED TREE SERVICE. > O FOR TREE INVENTORY TABLE SEE SHEET 5 z N Q \ �, ~- 6. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING O O SCALE CC �/ ..- SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT W I- 30 15 30 la ; \ � . \\ EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. r U 1 INCH= 30 FEET LODGEPOLE W z� \ °o PINE s2" �� 7. STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL ..... W \ N N (10033] �� NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. W F. \ I N 13 1 34BD 0 Ce O : 8. EXCAVATION. EXCAVATION BENEATH PROTECTED TREE DRIPLINES ...,. LOT 14 11400 SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF J N EXCAVATION IS UNAVOIDABLE, THE PROJECT ARBORIST SHALL CO CL LOT EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS 13E � %°� TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION BENEATH D Q6 / # �. } `� -� THE DRIPLINE OF PROTECTED TREES SHALL BE UNDER THE * _ EL / ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST. / \ , ; i I ` `� 9. WHERE SURFACING IS PROPOSED WITHIN THE RPZ, COORDINATE I I _ 1S 1 34BD - (�0731] WITH THE PROJECT ARBORIST TO PROVIDE RECOMMENDATIONS FOR 7200 DOUGLAS 0 ;. ADJUSTMENTS TO PROTECTION FENCING AND TO MONITOR \ FIR 22" e ;_ CONSTRUCTION. AVOID EXCAVATION AND USE A MODIFIED PROFILE Nt `\ ` 4 '` 0 TO BUILD UP FROM THE EXISTING GRADE (FIGURE 1). THIS �\ b • °�. j708) PROFILE INCLUDES A LAYER OF PERMEABLE GEOTEXTILE FABRIC `` % SWEET GUM ON THE GROUND SURFACE AND CRUSHED ROCK TO RAISE THE -� ss 18 1 34BD GRADE AS NEEDED. SURFACING MAY INCLUDE ASPHALT, E \ N `� 11300 CONCRETE, OR OTHER MATERIALS. IF EXCAVATION IN NECESSARY, . z op 1 \ ° ---, ",- \ [10828] WORK SHALL BE PERFORMED UNDER ARBORIST SUPERVISION. o \ �,,, -.,„ \ LODGEPOLE .,a a of Fe 1 \ PINE 12" 10. LANDSCAPING. FOLLOWING CONSTRUCTION AND WHERE o, \ � LOT 15 LANDSCAPING IS DESIRED, APPLY APPROXIMATELY 3-INCHES OF 0 © o LOT 6 LOT 7 `�\ LOT 8 LOT 9 0 MAPLE 10" MULCH BENEATH THE DRIPLINE OF PROTECTED TREES, BUT NOT cr) w ( 10,_ DIRECTLY AGAINST TREE TRUNKS. SHRUBS AND GROUND COVERS o 10665] • MAY BE PLANTED WITHIN TREE PROTECTION AREAS. IF IRRIGATION W n I _ w DOUGLAS •�,\ ED Z FIR 28"� , IS USED, USE DRIP IRRIGATION INSTALLED AT NATIVE GRADE (NO Ali �N � \ TRENCHING) ONLY BENEATH THE DRIPLINES OF PROTECTED TREES. (10666] --,, • --_ SPRUCE 16 �, "� \ 11. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL it ' V 0246] ®� — �—_ AA_ — l.(10670] N N .. \ 1S 1 34BD INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES n1; •FlJROPEAN �. . — . gm", . - m a (10667] � �FRED CE©AR, 1o" q� .�� .,. 11200 PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES a ,:BIRCH 18" ° a. DOUGLAs FrR 28 .a: %. ` Sy °w. .:Y j7o6] REGULARLY, AND PROVIDE BIWrvEEKLjoNWsRTIRT TENREPORTS TO THE ; " .,�. � g .. ;�°x : � PINE 16" a'' ;'•-f ,�II� CITY DURING PERIODS OF ACT UCTION. o 1066$] �i►� j�� DOUGLAS �-_ C70 ] ' La ( ♦. . 12. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE o ' FIR GLA 23" E10669] . FIR 26" `'N, ---, ''` 46, PINE 24" PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT \ SW SUM MERBROOK LANE FIR 23 SPRUCE N. �`'',.. DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT SWEET CHERRY 20 i \ �5 f102471 12" L r(JoiZJ N N THE REMAINING TREES. EUROPEAN j106$9], N BIRO 16" ►11 SPRUCE A�� ` ill o > (10688] 14" �.,, - w . AUSTRIAN _� " (10686] j10&37] q D o FAIITb _.. , PINE 22 �► _ �NDRWA . " LODGEPOLE\`�' vi r.o N N E W I `'MAPLE 16 , 111, _ _ �� ® � � ® - � � � � ®® " _PINE14" AI►: �� • � � � 2 r R_ I TREE PROTECTION FENCING NOTE. N., .\\ Lu ,... . . — ( WHITE FIR \ } oo ° T } 14 10795 \ mo�v PORTo ORFORD \ M CONTRACTOR TO COORDINATE WITH 6 CEDA 01, .is•.. a 4, LLJ x 3 ( j10794] GRAND J Is�.1 a , LOT 4 1s 1 34BD PROJECT ARBORIST PRIOR TO , ,: LOT 3 jr0911] DOUGLAS FAR is m w [11086] LOT"1 LOT 2 �aLACK no ss ,F7R 40" LOT 5 � .. a MOO ADJUSTING TREE PROTECTION FENCING 1 "WESTERN HEMLOCK 16 1 ocusT 10" PORT ORFORD \ _ FOR CONSTRUCTION OF I M P R 01/E\A E N TS �' [11176] U. f CEDAR 1 " j10789] a ^ .i DOUGLAS FIR 30" �!. . } so. , � �►' +�� ; PORT ORFORD .:., °'' IP — - Q ;'��,� CEDAR 22" o (11710] { }1 O (11711] RED ALDER 20"�9' 0 ,��� POR7�ORFORD j702] C�o1 T N ,' SWEET LE :::1': ® to . - �� 24D ALDER a / �; .- ! T10798] 4 ►.. CHERRY c/3 PORT ORFORD • CEDAR " ' CHERRY 1' I • uk AO LT / _..... . • . ,ter.- . .,. "r"r OAK �,«� B u 1 L T u, (11709] \ 9- $� / :,.A-t i g. IFP lir RED OAK D �\� � '5 m N / PORT ORFORD CEDAR 18" N / [11702] 10" 14" A s (� r 3 1 \ 1 j11 708] PORT ORFORD �C ,` Q I (11703 � .- � 3 `' PORT ORFORD CEDAR 8" CEDAR 18] 2/7/2 0 9 r 1 j11707] PORT ORFORD CEDAR 18" ��r Y 1�, �� i 1 S 1 34CA PORT ORFORD CEDAR 10" 11704] ;• 7700 1 S 1 34CA 616 (11706] _ PORT ORFORD CEDAR 6" 1 S 1 34CA DANI EL� PORT ORFORD CEDAR 10" 510 ��� s 12/31/2019 • 1 S 1 34CA AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, j1 r705] 615 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL SHEET a PORT ORFORD CEDAR 6" I INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. 4 In (71 OF Ln c 29 a CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 & ADJ2018-00006 Z a: • • I a 0 LO A s BU O ILT O z Z W 2 7 201 9 � O mw 0._ 0 0 -NOTE O ? N �' Q AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. m __ (J) LU FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. 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'1i 8' ti " t- V m ram. . . 0. ,,‘" 0 . t_z ;< ,� O €WiE ii, x . ' ic,go I ' OO al J i Z H W I— CC a Ln N_ k a D PR(z N 4W 5 m / I 01 i/ ¢ 01 ANiEL EXPIRES: 12/31/2.019 C..) w SHEET Q 5 OF LO .29a a CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 & ADJ2018-00006 u) c•1 AS- BUILT LL . z z 2/7/2019 0 0Ld i 1S 3500BD I 1S 7 34BD 11 1S 1 34BD 15 1 34BD m W a 1 I 3600 3710 11700 NOTE 0 — O �t CC O ' DRAWINGSCONTRACTOR. I-1 CO- _ _.. .._ .at - � , � � N CY] ._._._.. ...___ --- �" -. ,�.r e • =•=;-•.� - .. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE - N T O w ` IN DESIGN AND/OR CONSTRUCTION. Cu 0 a 0 \ TRACT 1 Xm ~ Y- � �4 = B � �hi 140 o LlJ a. Q ° �,. - —: LEGEND Cl) Q C_� - 1\ j 3911 LOT 12 iS 1 34BD EXISTING DECIDUOUS TREE TO BE L;L0 \ , i + 11600 RETAINED/PROTECTED J \ • otermamtmegvifee j 0 EXISTING CONIFEROUS TREE TO BE LO " „ ! '� RETAINED/PROTECTED T :i. . . -- . -- . \ I� V o—o—o-0 7REE PROTECTION FENCING U t y.. \ I I0 TREE WITH RPZ (ROOT PROTEC7ION ZONE) .� is 1 34BD 7200 1 38 / �"- Z i � � <°�'`:��� �,� � � 1 S 1 34BD � } PROPOSED TREE— HEDGE MAPLE OR RArxaaD ASH / \ LOT 13 � 11500 11., z LOT 11 I 46 '°-:..,.,„.... ,•-• 1 \v /i W CL 30 SCALE(40/)15 30 \ \\ \\ 4 i 2 , 4 ''Y \ i[ 1 INCH= 30 FEET s : ::_ �` / — 0 } 0 �..� / \ 0 e 1 PROPOSED TREE oREGON WHITE OAK � a � a• Act` _ \ ` A \� \� " � to 5 E °� 1S 7 34BD 0 7 �� ., /i LOT 14 11400 J WI LOT 10 ( 45 � /1 i / 1 4\ "'-. 0 W i ;`� � NOTES , �/ - , / O 44 £' f 1. PRIOR TO STREET TREE PLANTING, LANDSCAPE CONTRACTOR SHALL EXCAVATE 0 7S 1 34B0 \- .m�. --- (110731] I� • \ TO A DEPTH OF 36-INCHES AND BACKFILL WITH AMENDED TOPSOIL. TOPSOIL , ! 7200 DOUGLAS ' ' ..& ,, N AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE CONTRACTOR. FIR 22" )- '. �° `� 2. IRRIGATION TO BE DESIGN/BUILD BY THE LANDSCAPE CONTRACTOR. • . , -,-, ill , (708] I . \ `� - ' \ SWEET GUM 3. NEW TREES THAT ARE PLANTED. TO MEET THE EFFECTIVE CANOPY ® 1 \ \ ( ,I 18" 1S 1 34BD REQUIREMENTS SHALL CONFORM TO THE APPLICABLE STANDARDS IN THE _ O't TIGARD URBAN FORESTRY MANUAL. THEY SHALL BE PLANTED IN ACCORDANCE o �, 0 l �- 11300 /^ WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) STANDARDS FOR E / LOT 15 TREE PLANTING (A300, PART 6) AND ADDITIONAL STANDARDS ADOPTED BY \ 14 0 I 1. ®, THE OREGON LANDSCAPE CONTRACTORS BOARD. NURSERY STOCK SHALL MEET z W Q18. 1 �' �,.\ l\ .= THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN FOR o � LOT 6 LOT LOT 8 LOT 9 r i / 0 • i-- �707T NURSERY STOCK (ANSI Z60.1 FOR GRADE NO.1 OR BETTER. DOUBLE STAKE I \ MAPLE ]0 En W ••- �. m / \ 7-" ri • ''I TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. LJ 6 \ ! I z - « `�� 41 P J 4. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S 0) \ 19 1 \ "`'� `N \ ( � 30'� ® SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN 5'OF ANY HARD N Q4 `� "° E , 2g \ SURFACE, PAVING, OR UTILITY BOX. l J 0 N / N / N / N � � 1S 1 34BD o ,-1 \ w 11200 OfIC' ty d� � aJ ;y,g ad .a f t v - R. 'f .° °5: " •IWAIMM NIP lv - W SUMERBROOK LANE V �` � M N / � . . ® 0, / � 10 1 v2v v v k li 8 �,,. -Oa ,7*"1"ariiimarpol.ligignoular 4111111101111MP r ` — � . - c . . , a . � .g ." 00 . I- CV CV 6] 7 .__ € \ �° -- ) {d, 1 , ,EE . � f fl . ‘• off. o rn cfl 1 \ \ 8 - 00 'O fen• T Y J .4 1 < .. .. w 1711:i.';111 z r 4Hii 3 -9 10 � LOT 3 LOT 4 1S 1 34BD � m• LOT 1,_. 1(11086] LOT 2 a LOT 5 Q 11100 wI a a' AVESTERN HEMLOCK 16" \ GI 1 At _ °$; - DOUGLAS FIR 30" 420/ `" Q) ': ./:-:•., ......z. - liN ° 0 0,(13---" • 43. \\ ' ‘ ' 1 to 0)PRat4 1 ,\ \--- / . / , ,, - 4 .4.44.. \ 0, � '#! fie. ra�"'.i�" '1r - r ►1 ,11709] \ /\ // PORT ORFORD CEDAR r8" i (11702] 65PORT ORFORD =\ (r1708] i"' I 'ORT ORFORD CEDAR 8" C(11703 /1S 1 34CA PORT ORFORD CEDAR• 07] PORT ORFORD CEDAR 18" ��C r 11 L' 45 U7700 1S 1 34CA 616(11706] 1S 1 34CA 1S 1 34CAMIRES 12/3t12019 U-ORT ORFORD CEDAR 10" 615 510 j' SHEET • 6 OF 29 I 0 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 61 i 1 LU N to I I I I I , 22' WIDE FIRETURNAR 1 / L.I_ z z LOT 9 I I I I 1S 1 34BD 1S 1 34BD I I 1S 1 34BD EASEMENTD O 0 W LOT 15 1 S 1 34BD I I I I 1 S 1 34BD 1 I 3500 I I 3600 3700 I 20' WIDE FIRE Z ❑ o I 20' WIDE FIRE J -` ~ — 3400 — I i I I 11700LLI ACCESS PATHQ — i L.._...-.. .._.. __ __ _, L ..____ __ _ ___,,.,� . ..�.........�. . L. TURNAROUND Q m— ' - f109' LOT 12 TRABSHALLHAA TRACT B Tij ;;;ss cc OVER ITS ENTIRETY — I �\\�, Ail I w ❑ _I Q Iv LOT 12 — - ..,. ._.. ..� -- i - - r 6610 SF 1 ._ 7863 SF N 70' �-- -" 1S 1 34BD ❑ O ��,, C � 22' WIDE FIRE TURN f I 8' LL PUBLIC UTILITY 11600 J o cn — — N. AROUND, PUBLIC // ,! I . I EASEMENT — r Q . 1 o..- . — . —. . Ell 1- Q 20' WIDE STORM & UTILITY & ACCESS , 1 15' STORM SEWER z LO SW SUMMERBROOK LANESANITARY SEWER EASEMENT c L o r — I EASEMENT ! a a l'd EASEMENT r` — — — . - 92' — . _ . _ 109' I nI40 cki- ` �\ 87' 27' 87' i `�' 11 / \ / \ -r-- . --N I. I . _ � . I a _ ` 11' SIDEWALK �- �1 `' \ h \ \ EASEMENT LIMITS OF SIDEWALK \ N �'%���ti \ w k EASEMENT LU rr _ 1 S 1 34BD •`� LOT 13 \ I7200 LOT 13 I-- Z o) LOT 11 ( 1 S 1 34BD LOT 4 LOT 5 D0 7734 SF I 7638 SF 11500 LOT 11 t 27' WIDE Z Q I TRACT Ili = I 0 I 2 Q N, TRACT A 1 20' WIDE FIRE W .i,..-1 SHALL HAVE \ ACCESS PATH I. I I 1 1 UTILITY PUBLIC& w 1 W I to ACCESS I FIRE TURNAROUND DETAIL 90' 5' EASEMENT 1` 85' [� OVER ITS SCALE: 1" = 20' ENTIRETY C G 1S 1 34BD 11400 U Z co LOT 1.0 TRACT A ao LOT 14 CO W co 7960 SF o0 7�-66 SF i I i � � m 7231 SF 20' WIDE FIRE i D _. -_ I'! ACCESS PATH LOT 6 8' PUBLIC UTILITY 8' PUBLIC UTILITY I 1 EASEMENT EASEMENT1 1 S 1 34BD _ — — — Y-_-_ ._-_• 7200 90' 1 ;11) 1 ^-)ii W00DSPRING T ' 74' 8' 2' 86' 1 �`. CONDOMINfMUMS 87 82 i 1 55 \ 1,1::'i rl\4111111111 F 15 1 34BD \ ♦ .... ,..:,,,- fir, � : � 11300 \ w \ W Z n LOT 15 Z -"r o LOT 6 �, LOT 7 LOT 8 LOT 9 '� 7518 SF N. , SW z w 7666 SF oo 7298 SF 7298 SF 7227 SF —f Imo' / _ _ P — QJ M M_ER_BROOK ice— _ ci s PLANE > 30' 35 8' PUBLIC UTILITY `� / ,,i , I N v/.... EASEMENTnF., I 8' PUBLIC UTILITY EASEMENT �� � � ��� '''N.-?*-:L...— 73' 82' 82' 75' _I yo 38' 34' 1S 1 34BD ' 7 5(c5'' 'CP. --- 11200 ��d.7-x,,_ INSTALL CENTERLINE MONUMENT ; R� d N ;:. INSTALL CENTERLINE MONUMENT �' COT DWG 170 \ 1 30 z 0 j , r. COT DWG 170 — — — SW SUMMERBROOK LANE — — — — — LOT 1 `` r-I -- \ 1 20' WIDE FIRE ! -0.N "M'""' `�' - I ACCESS PATH ea_ a I I I I I cn70' 83' 83' 83' 71' I INSTALL CENTERLINE MONUMENT � CO coT DwG 17a o LLJ (C)„' r-- 1- 8' �. I FIRE TURNING RADII DETAIL � � co c ( T PUBLIC UTILITY Z ~ � I SCALE: 1 = 20 m �: � o � �, � z 8' PUBLIC UTILITY �` EASEMENT Q 0 "' 73 UJ EASEMENT EXISTING SIDEWALK & o oorr o I Z UTILITY EASEMENT o z ` 5' W Q � -� X � C7 I.. LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 Q 7,5 1 34BD rA4t *I0 7568 SF °� 7512 SF °' 7512 SF 0) 7512 SF °' 7703 SF i� = 11100 N 0' gl lo 30' 35' N Cr) a J d I SCALE o 3fl fl 15 30 h c) 27' 18' 1 INCH= 30 FEET T 84' 83' 83' 83' 86' _ - eq F- PRQ+� LO INSTALL CENTERLINE MONUMENT ♦,� soG 9 5,'"- % Lo COT DWG 170466 o' ' f tO 1S 1 34CB I A S V lL a fc:,, 14400 I 1S 1 34CA 1S 1 34CA 15 1 34CA 1S 1 34CA 1S 1 34CA v.- a, 7700 616 615 510 535 �^�%, Ytj All . 2/7/20/ 9 �MIE1- " il MIRES: 12/31/2019 C� NOTE SHEET Q TENTATIVE PLAT AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, -, SCALE: 1„ = 30' FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE OF IN DESIGN AND/OR CONSTRUCTION. 29 0o CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 1 GRADING, STREET AND UTILITY EROSION AND ezi 4 i SEDIMENT CONSTRUCTION NOTES: o° o S ��� ..-� a 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: -..1.�... -.� a 1 ® 0 Z Z A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION PLAN FOR APPROPRIATE SEED MIX. SITE SLOPE NOTE 2/7/20/.9 Q O w U 2 Z ❑ 0 o B. DWARF GRASS MIX (MIN. 100 LB./AC.) THIS SITE HAS NO SLOPES 10% OR GREATERY 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT)) NOTE . ��� � � 0 � �' �'0 CO �C.C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) MATCHLINE MATCHLINE _ CI)AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 5 XSS XSS !° 'S_ O N 0 w 1. ANNUAL RYEGRASS (40% BY WEIGHT) FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL. I '-- M 2. TURF-TYPE FESCUE (60% BY WEIGHT) E I i ��f !� ��%� D m SD N. w INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE I _ ! . , co I IN DESIGN AND/OR CONSTRUCTION. T- I ❑ I- 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK- ALKING OR THE USE OF ( [ I ; SW SPRINGWOOD DRIVE - I 0 cc m 0 r cc OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 126.5 TW I W ❑ J < 1S 1 34BD 1S 1 34BD 126.0 FG O'S I 2 Cl) < (� I # 127.0 Tw 126.5 Tw 1 S 1 34BD is 1 34BD .._ jle 3. LONG TERM SLOPE STABILIZATION ® 3500 360 I--�° MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX 3 126.0 FG 0 1.5 3700 11700 � � �� � I- � � � __I 6 AND APPLICATION RATE. a........i ` Ara ilikw.k 125.0 FG 126,0" TW Li i. ' all 6 -11/011r 116111/ M-r i C � 23. -- 0 ®��s 0 I- lL 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW ULCHING, WOOD CHIPS, OR . - :" � � �._," "- ;, �•; rT" Ci) e OTHER APPROVED MEASURES. 127.0 TW ' ` 126 SL SD �1 �; 12 r 123.0 FG !' TRACT 124 �� „ 1 ,.„. 1 1 �, 2 " * „ s I # E 11 26 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING 'WET WEATHE' PERIODS, STOCKPILES SHALL el, IiE I - - - -��/` 11 I "" P Q BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE S OCKPILE. B - = =_ / Illigiil U 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR \ ® 1 1I(/� ® I - . SCALE MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQU RE ADDITIONAL EROSION ) I \\\ , == = t r, I 30 0 15 30 ® -4.° -__ 1 �I LOT 12 1S 1 34BD CONTROL MEASURES. �• - �1 . �' I ` gmu 124.0 TW a� (j=y ® � jk 127.0 TW I 4.0 11600 1 INCH= 80 FEET �` 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, wslaw 123.0 FG I1 e'er-� 123.0 FG f� 5:1 PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. / \ f I ® (f� . • �, y'D� MATCHLINE E 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATON OF THE PROJECT. 127.5 TW 4 ► - :'i+� MATCHLINE ADDITIONAL MEASURES 123.0 FG 1 Z DDIT RINCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE RE UIRED TO INSURE THAT ALL D . 1 1S 1 34BD 15 1 34BD I 15 1 34BD 0 PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 127.5 TW 127.0 TW 6 ' 127.o FG 123.o FG 4•0 I 3500 I 3600 3700 cWc Le _ _ . - . I G 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET R • 1 � E _ .-. . . .' _ PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. -` - , I., \ . I W EROSION CONTROL DETAILS REFERENCED 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPI 'GE OF SEDIMENT AND \ \, • . I BMP LEGEND HEREON CAN BE FOUND ON SHEET 28. SEDIMENT-LADEN WATER. 1 5 1 34BD I • ` O O Z tza CC Z U 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER 7200 I { 1S 1 34BD LIMITS OF GRADING 2f - Q THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY \r> \ I LOT 13 11500 ❑ ,,�,� LOT 11 � INSTALL SEDIMENT FENCE CWS DWG 875 28 MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN .IX FEET OF TRUCK ACCESS \ \ `a - X ( ) 0 Q AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. A • +11\I,. - o o - INSTALL 5' HIGH CHAINI_INK TREE PROTECTION FENCING WITH DRIVEN POSTS 1 '. ceO 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP ) f \ t \ 1 . \ . '` - D o © o - INSTALL ORANGE CONSTRUCTION FENCING 27 AND DISPOSED IN THE TRASH. r \ 0 \ 1 \'\ L N sJ 0` \ '".-1/ 0 CO IBC 13. PAVING WILL NOT BE ALLOWED UNTIL CITY APPROVAL IS OBTAINED. AVOID PAVING IN WET WEATHER WHEN PAVING CHEM CALS CAN RUN-OFF INTO THE / -,- *"� •• • STORM WATER SYSTEM. 1 N.. E o - •;4•1; INSTALL GRAVEL CONSTRUCTION ENTRANCE (CWS DWG 855) 23 eiPosPo- 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. \la ' ' \ ¢ ccik `` i �- 1.0 0 INSTALL INLET PROTECTION (CWS DWG 915 OR 920) 24 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE - - / Q < `-, \ 1S 1 34BD INSTALL BIO BAGS 25 MATERIALS TO THE STORM WATER SYSTEM. � ° ~ aC "�� LOT 14 � 11400 a f, °'-r-A CONSTRUCT BLOCK RETAINING WALL 19 LOT 10 ''',...,....N. ° fY,ZA STAGING, EQUIPMENT MAINTENANCE, FUEL, PORTA-POTTY AND SOLID WASTE AREA. 21 L0��` N 6 ' INSTALL 60' X 20' GRAVEL PAD FOR CONSTRUCTION PARKING NO CONSTRUCTION 22 " `~•'`, 130 ,� 44 PARKING WILL BE ALLOWED ON EXISTING STREETS 0 0 \ _._ ,, . \ 1 S 1 34BD - 4 ® _ a L.27 7200 ® m j ' N ►1 CONCRETE WASHOUT 20 GRADING LEGEND cn Q Jl r Jt` . _ '` 1 132 ,. . . ,, . STOCKPILE AREA E �., °180- EXISTING CONTOUR w "' 1 I r��- , .....,, '` 0 1 S 1 34BD \ \ ..... 138 132Silk 11300 FLOW DIRECTION ARROW Lf \� �$ LOT 15 °�• THESE EROSON AND SEDIMENT CONTROL PLANS -,.,. -.. \ ASSUME "DRY WEATHER" CONSTRUCTION. • EXISTING TREE TO REMAIN 0 �` "WET WEATHER" CONSTRUCTION MEASURES NEED TO z LOT 6 LOT 7 LOT 8 LOT 9 4► BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST XEXISTING TREE TO BE REMOVED o z 4 � � °Qa ,- - �� = SOLID WASTE AND HAZARDOUS MATERIALS BMPs c^1 �� , it L -- - -" ili C�W 1 \ REUSE AND RECYCLE CONSTRUCTION WASTES WHERE PRACTICAL.► �, ,- 1 S 1 34BDo -.----_ ---_� PROPERLY STORE, APPLY, AND DISPOSE OF TOXIC OR OTHER HAZARDOUS MATERIALS. 2 Ld t/f ° 8 a ° '::•;t 'a .. 11200 PROVIDE WRITTEN SPILL PREVENTION PLAN AND RESPONSE PROCEDURES. w s' .� �® TRAIN EMPLOYEES ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES. 1 .: _ w o I� . s �.t „ 4 s } 16 PROVIDE REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY. �' �, a �' " ter �ili� � r N �Z c " �` PROVIDE MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, MATERIAL USE, Z o a 1 $ „ • ,.,0s 014.litat• SW SUMMERBROOK LANE -.. AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. o a, / \ it rrOl" 0 0410�fr. ' ca ` 0®••Ai•Old: ay SD - SD�. . SDSD SD SD SD SD -. SIB •Sid -SD SD 4 SD ...... SD SD •� SD SD -SD �-SD . on • �'� ' 4.7.6 ,010. - LU GEOTECHNICAL REPORT STOCKPILE BMPS m0 ' \ a ° . . , Z ALL GRADING TO BE DONE IN COORDINATION WITH THE STABILIZE SOIL STOCKPILE AT END OF EACH DAY.liiirialgilnir ' ° a __ -, GRADE SO AS TO PREVENT PONDING UPHILL OF STOCKPILE. m I GEOTECHNICAL ENGINEER AND IN CONFORMANCE WITH THE . 1 -\\ I GEOTECHNICAL REPORT PREPARED BY GEOPACIFEC ENGINEERING, INC INSTALL SEDIMENT FENCE AROUND STOCKPILE. d I I r - - - - - - Q DATED MARCH 13, 2017 - PROJECT 16-4438 COVER STOCKPILE (CWS DWG 810) AS NECESSARY. : v e, ' v l " fir =�°. ' � -:�, �' it�` '. �< *•_ I '" . " STOCKPILE AREA I t'"a o ' 7 I 21 MAINTAIN SILT FENCE AROUND i m EROSION AND SEDIMENT CONTROL BMP I vIPLEMENTATION ® I BASE OF STOCKPILE , 1S 1 34BD T (CWS DWG 875) LOT 4 �� . , �� ,�..- ,a 11100 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, PR i I I LOT 3 \ i!'001 11 �, W ��} �' FUNCTIONAL, AP O 't LOT 1 LOT 2 LOT 5N ! AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. c ` 'i ' ' 4146-4, - 44 "44,4 -1414`�• o 2. ALL "SEDIMENT BARRIERS TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS �135 n �I •�" a 4 :i ` r'� :," SHOWN ON THESE PLANS. ALL EROSION CONTROL MEASURES, PRIOR TO GRADING, DURING GRADING AND AFTER GRADING SHALL BE APPROVED BY CWS. i® I m m �,' ® f �" --�- . ■ • , -may- .. ,,, • '` 0. � 3 r ° �. � vim- i��� �� ; stoftifiti 3. LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL BE EN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 'P tt Oh �`� L-imier0-4.,...0 ......? oto 411/ ir•0�1 w�i� . _ , c -_ ..._ .: ma`s 1� 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. \ L i , _ 1 . 1 / - „ /��_� 171RES: 12/31/2019 - 0 - 0 itl I, aft A TM\ ,; 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITY. SHEET ¢' \ vi ; \lb, -11.5c) ; 0 8 N 1S 1 34CA 15 1 34CA ® n is134CA 1S134CA 15134CA OF 7700 616 615 510 535 8; I: Q29 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 & ADJ2018-00006 6.: uU N O 0 a) AS- BUILT u z 4 O 1-- C.) 2/7/20 19 Y p m u�uix Li _. N 'Cr cc o NOTE o ` RI � o 0 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, '- L FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL m 0 F._, Ci) 0 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. W D 0 CL Q 150 150 _I Raw f � SW 121ST I AVENUE f -- -- ` _ _ __ _ PROPOSED ,` __ _� GRADE ___ ! --._.___ I 140 —_____ ________ PL 140 _ z 7 ti EXISTING ! i 1.11 �G.. GRADE O -- -- -� PRIVATE I ; W ROAD l 130 ------ - _ _ 130 -- -- -� z U 0 MINIM j m oC D O I � GRADING SECTION A VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' z SCALE o 2Ckmeni. 4 10 20 ~ CL CK v) c-) 1 INCH= 20 FEET z w O V) w IY E 150 150 o PL ! ! a o j - C N E ; r p O Z o • u_ I j I 6 CL 140 - -- ___-____ 140 ftSUMMERBROOK o F LANE Ld w : Do Fn N N E CD � ` _ i I PL cy � °' � � a I PROPOSED ' w r-- co , ! EXISTING GRADE i o o Q 0, I j GRADE ! , o 0 4, w z„� � E = �- mo f . �, o ei 130 --- __ _- I _— - 130 -� ! WATER QUALITY to r FIRE TURN FACILITY � -- o -� AROUND j CC �` - . MAXIMUM WATER `� — -- ELEVATION = 123.97 I , `~ -- — 25 YEAR � __._ — — Ln 0n .. Lo /_ ?� 1 GRADING SECTION B VERTICAL SCALE: 1" = 5' C�r tt' Pt o HORIZONTAL SCALE: 1" = 20' mown ANIE� J EXPIRES: 12/31/2019 V a) SHEET Q 9 N OF N 29 I CITY OF TIGARD CASE NO, CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 7 in N a o 0 ; ii , ; , v, / o IL z z v ..... ,. ' V % '` 1 MATCHLINE I p 0c�� 0 0 0 Z 0 0 o 4,i1 1S 1 J4BD O N m a 0 1S 1 J4BD 1S 1 J4BD ! 1S 1 J4BD K,___.//) 3500 3600 3700 l 11700 SD LINE 0x QC/�SD LINE01 SQLINE01SEESHEET18 iii411 c > w Q SEE SHEET 18 . ... I_ .._ __......_.. -..... ._.,....-., ®.... ._.. "F L .-... ,.. ....... __.. ®m.. .�n __.. : , . ®� ®®.. .___...___ ..�.. .._. ..,._. SEE SHEET 18 ` (� 0 ❑ SCALE j .: W ❑ J Cl- 30 0 15 T SD sQ- _ O SD LINE 05 �- SEE SHEET 17 Atr 1 INCH- 30 FEET B / SD SD SD SD - h I_r O TRACT 14 2 P r^ J// E 1"`. SS LINE A SW SPRINGWOOD DRIVE SS LINE A ❑ -J H WATER QUALITY • —� bi- ...... ill :; : :: �,...SD LINE 03 11600 Q I gf q SD SD SD , `"O..:_._- _ S SS SS SS o 0 '' L 0 2\ SS LINE B i \ i ( -fir SEE SHEET 11 ( Z W O.. 1 S 1 J4BD 1 `� . . �.... 7200 ( ! f iS 1 J4BD MATCHLINE j MATCHLINE LOT 13 11500 15 1 J4BD LOT 11 i ! 3500 1S 1 J4BD 1S 1 J4BD 1S 1 J4BD U" l 3600 I 3700 11700 _..,. � 0 I' 1/11 . i °C J EL - , l , CA W / 1 0 I I.o ,, A s B LI11 Tv) o o Q 2 7 20�9 J o- � � 1 S 1 J4BD , a u, LOT 14 11400 NOTE D ` SS LINE C 0— O LOT 10 Ask I ! SEE SHEET 12 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, dal I N FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL U INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ,I a I IN DESIGN AND/OR CONSTRUCTION. ii JL�- e �/ 75 1 34BD CO 7200 iiii ji:) # �, , I 9 1 i SD LINE 04 12 n it I `� SEE SHEET 17 x . I U cn 1 S 1 J4BD �, . . . 1 � l 11300 0 2. v, cn E LOT15 43 > i Q LOT 6 LOT 7 LOT 8 LOT 9 41,3 w ftts x o Z 0 'F. cI w '� o aW - _ le 4 ......., SS LINE Q -� .� cNn �— z =v N y[� SEE SHEET 13 — `�„�,m• \ — 1S11200 1 34/)BD Q "L i rs1 a b- .. d.. a G - G c .tea .. - �... 1 OV e a a a 4. .m 2 .A \ __. _ . ., I (. an'a-m„sue ��. c4.1a I ��� J .. • _ �_� \ . _ X SW SL MMERBRO Cl- -__ � OK LANE ! �o - rv� y;w SEE SHEET 15 ! `=.\ ill) I- 0 5s SS SS SS SS SS SS SS SS—SS SS SS SS SS Ss �O CB RUN 0 SD SD SD SD SJ SD SD SD SD- SD SD SD SD"--. D SD S) SD SD SD SD SD SEE SHEET 16 - � w 10 - --w w w w w; w w w w w w w w w w w w -..--w w w w ° N N CB RUN w o o ffli cl_ aSEE SHEET 14 ti a / Q o � � � § `' \ WATERLINE 8. ° o SEE SHEET 16 LA 4,44". WATERLINE SD LINE 07 o •, p0 �o O , �-- - — -a.--I SEE SHEET 15 -" — SEE SHEET 15 =_ - - z o Q SD LINE 48 m o f SEE SHEET 15 �e o Z 1S 1 34BD £ w ,- 3 Cfl LOT 4110 11100 U £ LOT 1 LOT 3 = w a LOT 2 LOT 5 ;a . 1 (D110, I".. to 3 to x C'i Li (NI O € � 3 PR Ii 11 in � `� , sus m 0 trti �� .' . -. . 31.3E ' _ _ ! f 1 ,at6.3 c41 ` L 1S 1 34CA 1S 1 J4CA NIE ,� 1 S 1 34CA 1 S 1 J4CA 1 S 1 34CA 12/31/2019 C..); 7700 616 615 510 x 535 SHEET a Cn 10 OF v 29 0 0 Lo CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ201 8-00006 a in N I O 0 PL PL PLLL o I Z z I / Id 1 I 0 O I- W EXISTING 10' SEWER I EXISTING 10' SEWER I / EXISTING 10' SEWER I I o EXISTING EASE,MLN1 / SANITARY LATERAL TABLE N CO 11-1 EASEMENT y EXISTING EXISTING LAS�ME�I EXISTING � EXISTING O O 1" CC o TAX LOT I HOUSE HOUSE I C HOUSE HOUSE / I 1 HOUSE INVERT DEPTH 0 co w 3600 C TAX LO- TAX LOT LOT STATION LENGTH TYPE SLOPE ASB ASB ASB 0 Li I TAX LOT 3600 I / TAX LOT 3600 / I TAX LOT PLUG PLUG 0 3700 #11970 3700 #11970 3700 LOT 12 1+78 LINE A 9 LF 4" PVC ASTM D3034 SDR 35 19.8% 15.18% 119.9 119.5 7.0' 5.5 m Q Cl) 0 w #11950 ,� #11950 _A #11950 MH Q 1 4" PVC ASTM D3034 SDR35NFV* NFV* NFV* ~ CC I d , , TL 7200 B 2 0 LF 2.0% 121.3 6.7' N V O I I , :� ,,� I �..,..,..�� T 7 I NOT FIELD VERIFIED* W 0- < \\ \ i� � �7 � �`�\� \ \ -�� 7 �/ \ - SANITARY LATERAL NOTE -� \\/\\/\\°� �\\'`��\/\/ /\\/\/♦°\ �/\\. ` � �- fi/ // / /,�`�' // // // F`/ //" ////` / //// ��,.�� �/ // '�► //� // �/ // /° // // -7 ,-- ALL SANITARY LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE>`/\/\`\/ /\/\/\/\/\r\// > \, /�/\�/ \\ \- \\ � .. \ ``\\ \`` \` c \` \\ \\ \ \ � \\ \\/\\/♦� \ \\�\\ \ \ �- / /,%\/�\/,�\//\!/\//\,�/\�/\//\//\/j'\//�;\// \Js/ \:/\��//\//♦ \�\//\//\//�°/\//\//\°/ /' /r //\// /r\//\/�\// °'/\�`�°'/ /\/\/\//\/r�`/ ' ''/ SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 27). \\ ♦\ \\ \\ \\ \\ � \ \ ♦\ \\ \\ \ \\ / /\/\/`; \/\/\/\%•� .\,, °\: \/ / /\/\/,♦ /\/\/\/\4/\//\//\/`♦;�/\�/\/\/ // //\/,/'<-//,,(\: ,� 0 %// �/ ° '/ // // /� /! // // // ,' // /r'•/ �'\,. \ \\ ° \ \�° \�' \ \\ `\\ \\ \ \\ \ \` \\ \\ \\ \SI- \\ \\ \ ♦`� \\ \\ \ \\ ALL 2 X4 SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. /\\/\\/\\/\\,\\/\\/ \\'>7/,,\\/\\/1 \/\\/\\/, \\ice\i\/\\/\i\\/,\/\/\\/\\/\/ /\\/\\, \�\\i\\/\\r\° /N. \\/\\/\\/,\/ / ,-\\/\\ O //\//\i\//\//\//\//\/\//\.1/ // \/x 14) \ \\i\\\•�� \ \�\\/\/\\i / \\�\\r /�\ \\r\\� \/\\r \\r \\/� / / / / / / / / ,/ / 116.02 /\ / / / \/ / ��\, \ `�/ / / / /\/\/\� / °/\ ;\ ♦ \\ \ \ \\ \� \ \ \\ \� 1:1 BUILDING FOR CWS DWG 01 Q SEE SHEET 26 Q \o/\\/\//\//\//\/,�\ //\//\✓'/\ 1:1 BUILDING X4.//\,�/ �i\/ / 1:1 BUILDING /;`2// Q/// g/ ZONE OF U 7''\/♦\/\/\\)/ /\\*' ♦ \\/\\/♦\ ZONE OF '� ��♦ \\` / '°�/ ZONE OF 1:1 BUILDING \�\\�" ,<♦ FOR CWS DWG f 10 SEE SHEET 27 . /�\��\\�\\\�/-\/ /<, --\�„/ INFLUENCE 1:1ZONBUIE LDING \// / INFLUENCE ZONE OF ,\ INFLUENCE /% /� INFLUENCE 8" SANITARY SEWER TO BE BORED PER INFLUENCE 8" SANITARY SEWER TO BE BORED PER 8" SANITARY SEWER TO BE BORED PER CWS DWG 616 &-CWS STANDARD 7.04 CWS DWG 610 & CWS STANDARD 7.04 AS--- BUILT CWS DWG 610 & CWS STANDARD 7.04 CO SECTION F—F SECTION G—G SECTION H—H 2/7/20 1 9 1 m SCALE: 1" = 5' SCALE: 1" = 5' SCALE: 1" = 5' Z 0 v NOTE W Liu N I !' SANITARY BORE NOTE FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. All 2 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ., SS LINE B I i >� I I,I I THE SANITARY SEWER BETWEEN SS MH A02 & SS MH A03 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE W i/) !.L THIS SHEET - l II + I I., I TO BE BORED PER CWS DWG 610 & CWS STANDARD 7.04. IN DESIGN AND/OR CONSTRUCTION. LLI O LOT �r cn I TRACT B FOR PIPE BORE SPECIFICATIONS SEE SHEETS 11A & 11B o Z u) tr., Ce \Sthol -§-,rti \-\ (&) r V I \-\\.. — -- 14,,,i1;,- ,fil — 40, 31.5 WIDE SANITARY SEWER & PUBLIC UTILITYtii 7S 1 J4BD \\� . . _ . . _ . . ( ;� w� EASEMENT 3600 � I W c 422 WIDE FIRE RN d AROUND EASEM' NT EXISTING 10' CITY OF TIGARD ,` I TRACT B / I SS LINE A IIIIIEIIIIINIIMII �I / I THIS SHEET SS MH A03 I SANITARY SEWER & STORM I I I II . _ �I♦ r , Q Z - C Si S� `�' t: I .. ll SEWER EASEMENT I V i� i I LOT 12 Q I I ,_ SS MH AQ1 _ .J TRACT A _ 55 — SS MH A02 in m (L -s.Mil Ili— MIMI T SS MH A03 -� Pia — Mil ss ss V 1 S 1 J4BD I y\�. SIB 3 S — — — — e,.. - to ----- r- --- - - MN= x 7 le ss �; 0 _ s I SS LINE C G 1 1 �� •S ss ss ss ss-- s [� SEE SHEET 12 20' X 8' =- N 1 : > — — .xsp �� I BORE PIT STORM SEWER BETWEEN SS MH A01 & ss ; t "m - "m•13g� SS LINE C -� Ix SS MH 602 IIISEE SHEET 12 SS MH A02 TO BE BORED PER CWS 4 EX SS MH SS34BQ18 20' WIDE STORM & � DWG 61 Q & CWS STANDARD 7.04 � y, SANITARY SEWER . D LOT 13 LOT 12 DWG 1�--� ,� 1 LOT 11 EASEMENT Q 1 xw 15 1 34BD 1 O \ LOT 13 0 ii:u O S W I 0 1 F�WOpp � 1 IP o E !: SS L NE A - PLANi t ..‹. gc.- SS LINE B -- PLAN o aci) 1 "GALE: 1" = 20' _ -�~ SCALE: 1" = 20' SCALE w� WII 1■■I w -"'.0 ox 20 0 10 2ri0 S cn w 1 INCH = 20 FEET . SCALE O 20 0 10 20 j I_ a o cn 1 INCH= 20 FEET cn 130 I 130 . ct PROPOSED GRADE { 1 OVER PIPE E coI -.--� PROPOSED GRADE 11 4 IIMI 12" STORM r� EXISTING GRADE 30 - /_OVERPIPE 130 `" ' I SEWER -i- - - _ c5, j OVER PIPE � __ EXISTING GRAD >- ii----- -- _ [OVER ,PIPE I- < 6" STORM - - -' „ _-` - - - ` _` — -- -- - 77.......______,./OVER r - -- ^�� D ° � � z CROSSING i v 01 2 ° c¢n 12t] SANITARY SEWER TO BE BORED BETWEEN 1 �- 120 ` — — 000 �, MANHOLES A02 & A01 EX TELEPHONE n ~~ ^� BOO ' r7 0 - PER CWS DWG 610 & CWS STANDARD 7.04 CROSSING ' Lu to D3Q34 S�R•F. 0 CASING INSTALLED EX 8" WATER 12° STORM 12 STORM_ m r .1.� $" AS EX I I 35 SANIFARY - CROS iNG STORM EX ELECTRIC SEWER CROSSING 2.23% 127.5 CROSSING I I I I CROSSING a W j x 6 nn 3 L.F". .. �III� ' 20i 20 SANITARY - 102.95 L.F. I a f IDPE (� _ 1.SA 32.73 L.F. LL1 -— �" ' 8" ASTM D3034 SDR 35 SANITARY 4 8" ASTM D3034r. 0.81% < ocn SDR 35 SANITARY oo ¢co�..z � E• z I o �� �co a ¢ �� 110 o � p C o 12 mCT) (NI QC° `_) o .�� Q�1�.1 w • ccaco �' m orn o n_ LU CD I--- = ''- 0 i Wwri • m ,0 4 ,� 4o 4 — o Nov ¢ tpr�� Z o pR� Uzzz 'mow U � ix.; � � � II fp �� . [a > N cn j ! � � o ! I — 11 to I II F— ztn =o � z � wwwa j 1NEt? �{}/. +' re) cn cn cn I !! F- cn I I- q = O W — _ 7 5 m� cn v, v, i.ri l>I = z = „ cn 1! z = KL ,.-) w - � o• � > > > ! i ! _1 _1 Q rn o a Lou.' o Q ,..1- , n 3 = n � > > cn � 10 cv ! ! F— cn cn o � f 110 c� oo �1L.-1z z z = cam > 7 ? g Zz x - - 7 � p ocncncncci II I ¢ '--, r-rt �--t I C? Z z __ M_ - W O Er 0° m a° t[") �'-� Q ›. f-•+ O friv Cl) + + + 4- � - f C1) Co �-' �' i ( O C�CO 00 l i W z Z O O J f :�r r�`` $ (n N © O C-' C�-co 00 0o [ fn e-- -b -co i - O m 1--a '--' m O Ocz) to d- W z = = c ; �/r ,,. #) m CLASS B GRANULAR BEDDING/BACKFILL CLASS "B" GRANULAR Go v, o_ -co to co v, + ± ± ± ilG L C / CWS DWG 590 SANI-ARY SEWER TO BE BARED - CWS DWG 610 BEDDING/BACKFILL ...i CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 t" ( o `" t\' 1 CO CO Ca 4ANIE\.." 6- } tivs nwr, gn - C O IRES. 12/31/2019 U 2+50 2+00 1+00 0+00 1+20 1+00 0+00 SHEET Q SS INE A — PROFILE SS LINE B — PROFILE I VE-TICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' OF N HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' T 729 ; CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 LU N i O 0 SANITARY LATERAL TABLEAs_ BuiLT LL. Z d INVERT DEPTH OF- LOT STATION LENGTH LENGTH TYPE TYPE SLOPE ASB ASB ASB 0 PLUG © PLUG w LOT 9 1+81 LINE C ' 27 LF 4" PVC ASTM D3034 SDR 35 2.0% 4.0% 124.5 124.8 6.6' 7.2' 2/7/2019 p CO W CK LOT 10 0+91 LINE C 27 LF 4" PVC ASTM D3034 SDR 35 2.0% 4.8% 122.4 123.0 5.8' 5.3' 0 - 0 d' eL CC 0 LOT 11 0+50 LINE C 30 LF 4" PVC ASTM D3034 SDR 35 2.0% 4.0% 121.5 122.0 5.6' 5.9' NOTE Q - N m 0 Lux- LOT 13 0+12 LINE C 15 LF 4" PVC ASTM D3034 SDR 35 2.0% 6.1% 120.3 120.9 7.0' 5.5' �_ N. '--• - - AS-�-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR LOT 14 0+94 LINE C 18 LE 4" PVC ASTM D3034 SDR 35 2.0% 1.1% 122.2 122.0 6.3' 5.6' FIELD SURVEY AND FIELD INSPECTOR GATHERED DATA. ALL CO ❑ .._ ❑ LOT 15 1+78 LINE C 18 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.9% 124.2 124.4 7.3' 7.0' INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE (� Co r CC SANITARY LATERAL NOTE IN DESIGN AND/OR CONSTRICTION. W = 4 CL Q ALL SANITARY LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE C� 2 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 27). ~ ALL 2"X4" SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. 0 L.I_ rn 4 _ . FOR CWS DWG 010 SEE SHEET 26 T Q V m i j I.J41 i, l 11 LOT 4 a LOT 9 LOT 10 ss LINE A - ., l 1 �,t:�, SS LINEDte, LOT 11 SEE SHEET 11 TRACT B SEE SHEET 13 /- 8' PUBLIC UTILITY / �" to t Lii l'4 ill'\41; EASEMENT - - - - I gat CO PO walk ' ' ::LI. 41, a ,40 4.1 Iiimiti . v, Q :.. �, _ �� _ //� 'SS H A03 p6 V• S g •,.,• SD SD SD SD- -sp - A li SD SD SD SD SD SO-H11444' t st, SAD ' SD- Sr TRACT A PRIVATE ROAD "- - W uL E - 0 S ` " ss SS SS SS SS SS .S SS SS ss ss ss S ss ss s ss SS •S 0 �S5 LINE CO2 �- _ ss 1r Ss._ -- Ce _____- cr Gt LOT 5 � � - - pC WI .0111 PUBLIC UTILITY W I 7 2 r 8' SS LINE A EASEMENT SEE SHEET 11 s r Z __ Wa LOT LOT 14 LOT 12 LOT 13 UZ �! E 15 CYO SS LINE C - PLAN SCALE: 1" = 20' SCALE 20 0 10 20 INIMINITilli 1 INCH = 20 FEET z a 0 p 4 4 c U ! W a) O C�140 ;_ __ ___._._____ -__ 140 up 55 L c, -ija i .- i Lu �_ i ¢ W 4.-------- ca J 8" WATERED I r PROPOSED GRADE EE OVER PIPE I z 130 - __ ; - E __.__. . 130 Q 12" STORM 1 - 6 STORM EXISTING GRADE J SEWER CROSSING OVER PIPE l o_ 4" STORK -- -- ! CROSSING F c� - -- _' "- - 6" STORM o z -- CROSSING rz 120.09 L.F. + \' V7 � N Cif 8 ASTM D3034 SDR 35 SANITARY - 12" STORM i 86 1.98% SEWER �`` o ° : (Is 15 Y � r` C° � 120 - - - 9.91 L.F.tF __ _g ASTM D3034 SDR __ 120 o 0 0 0.° 35 SANITARY m o vv a a� T 0 �- 2.12% QW � X J 0 -00 a ¢ C, U C] Z i't CD ciD E Y I� � i � C-' C� N 1 Q o N CAD i{j r� 4 Cr coCD a1 (!1 W ) - r Wt ] - 's .2 if� F.' rtiir CCU r^�Z CD 04 U �l r?�1 1 W 17 � U < co 'c' T---- in cn ! ,=.., N W W W C1 _ Cif � WW NJo " •!i � zz � P az :::1 o o z I � � o ; �; oi 110 ! ,! c� II !! __ ___. f 110 in 2 � 01 � !! !! !! z � a � > > a � � N � !! Z PRE � oocDw C7 � rn4W � � ocmoknw -, -. o �j` F `�/ Z1 CD Vl -I- -[- +- - - a ! i UfC7NCDNCY00 oo CD N C> d- c CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 �,J a 3+20 3+00 2+00 1+00 0+00 '%J) Y 11, Q i alNlE1. . SS LINE C - PROFILE EXPIRES: 12/31/20la 6 VERTICAL SCALE: 1 = 5' SHEET . HORIZONTAL SCALE: r = 20' I 2 OF an 29 0 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 7 et: i In j SANITARY LATERAL TABLE 0 0 LOT STATION LENGTH TYPE SLOPE ASB INVERT ASB DEPTH ASB BUlL [�© PLUG O Z LOT 1 2+74 LINE D 32 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.9% 133.5 133.6 7.2' 6.0' 0 1 LOT 2 2+56 'LINE D 32 LF 4"" PVC ASTM D3034 SDR 35 2.0% 2.0% 133.0 133.1 7.6' 7.2' 2/7/2019 Z 0 W LOT 3 1+10 LINE D 32 LF 4 PVC ASTM D3034 SDR 35 11.0% 11.2% 132.4 131.9 7.0' 6.0rT O - N � CC 0 LOT 4 0+90 LINE D 32 LF 4" PVC ASTM D3034 SDR 35 11.4% 10.9% 132.0 132.7 7.0' 6.2' Cl) © C° 62 LOT 5 MH CO3 32 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.8% 127.2 127.8 7.1' 8.3 NOTE O - N p �, AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, C j N. w LOT 6 2+70 LINE D 24 LE 4" PVC ASTM D3034 SDR 35 2.0% 2.7% 133.2 133.2 7.4' 6.8' FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL m ❑ (/) ❑ LOT 7 2+52 LINE D 24 LF 4" PVC ASTM D3034 SDR 35 2.0% 2.7% 132.8 134.4 7.7' 7.2' INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE CC m I- r CE LOT 8 1+07 LINE D 24 LF 4" PVC ASTM D3034 SDR 35 14.9% 10.0% 132.4 136.1 7.0' 6.8 IN DESIGN AND/OR CONSTRUCTION. LLB ❑ __I 0_ < SANITARY LATERAL NOTE 2 < 0 ALL SANITARY LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE H SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 27). D 0 F- L_ ALL 2"X4" SANITARY SERVICE MARKERS & PIPES ARE TO BE COLOR CODED GREEN. Cn -'in 1--- 0 �' 1- FOR CWS DWG 010 SEE SHEET 26 Q V LOT 9 d N i,, LOT 6 0T 7 LOT 8 1 I LOT 15 SSLINEC ----- in) , .. -4 1 {n II � SEE SHEET 12 .- ___1 2 \ L _, _ , , (./) At# -.. L .4 4, H Mil ad ' a . 1' / d d 4 fR'G - Y - - a ❑ LU A � � Lug SS MH D02iiimiliiii ' : 'OOK LANE SS MH CO3 Z j6 ) J ASS SS SS SS SS III S5 SS 0 _s --1 -00_S _3+0{33 S ..... « +00SD D a S€ ...... I LL CG - W ........ x _ air r € w , t spa • 1 4 EMI 4 41, • , 1111111•1=111 - z IIIP .,. . . 111141101111111, , , - lir, ., 41111! ,, -\, all II ' ' 4, 4 41 ., ' d , E , LE „, , . .. . iii 4 , . , as V 1 - \ iiii k 4_ 11 LOT 1 L.T 2 LOT 3 LOT 4 LOT 5 I 20 SCALE 10 20 d 1 INCH = 20 FEET SS LINE D - PLAN SCALE: 1" = 20' E 0 o o a P cL c I 150 i 150 0 cui N cn o o j I w - o EXISTING GRADE ¢ J� OVER PIPE o �N ' PROPOSED GRADE C [OVER PIPE 140 -._ _ _` ` ^ - -1- �_. 140 z i \ 7.-- i /J 8" WATERLINE I I 4" STORM 4" STORM I rn I z CROSSING CROSSING • _' 12" STORM >- SEWER 4" STORM 10" STORM CROSSING CROSSING--�_,� �� 14111111111111111 u, Q N m . a n6 I I a, r7 130 12" STORM 130 Ii 0 •� ix �- - - _ I SEWER 2$2.98 L.I. 12" STORM * 22 a 2 o 6 Iell$ ASTM D3034 SDR 35 CROSSING � ¢ � � X � SANITARY II *,.1,. IS-2-49�-2.44% 1 I ' a 4 z Q cn O I• '4' o o N co trj 00 O ! € 4 m 6 ['•I N 120to � �, rI-4-J .._., La I= c) = r0'-'" I ,,, . ,_,...._ I I air) 120 0..0pRo, ,L0 ,. . � I I �szz � `C, R `'is/ . � z � I � "� p If ._ -a cn cn " ii A4464.6'5 `� to01d- II II II %, / I II I j Qc) LLJ 1--"--I - i 0Cf) 4II = = � > > > [7 Mo0 � Z Z Za0000 CO , In .'- m CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 _ ..1 MIRES: 12/31/2018 U SHEET a 3+00 2+00 1+00 0+00 N SS LINE D - PROFILE I3 (71 VERTICAL SCALE: 1" = 5' OF T I HORIZONTAL SCALE: 1" = 20' 29 cs CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 Z 6: LO c. CONSTRUCTION NOTES � E PA AS- BUlL 1 0 12+03.63 22.17'L 5' HIGH CHAINLINK TREE 35' N. LI- z z O PCCR - BEGIN CURB & GUTTER PROTECTION FENCE WITH I MATCH EXISTING STANDARD CURB DRIVEN POSTS SIDEWALK CONSTRUCTION LEGEND 22' B. -06.5' ` 6.5' •`" ' P$E _.`I 2/7/20�9 ° ® ALL CONSTRUCTION ACTIVITIES I Z 0 0 o 12+03.63 28.67'L INSIDE TREE PROTECTION - A SIDEWALK TO BE SAWCUT EXISTING 5' FROM la 5' N. I NOTE 0 0 (,� CO W E ® BEGIN SIDEWALK FENCING TO BE DONE UNDER e 4 CONSTRUCTED BY MATCH EXISTING DIRECT SUPERVISION OF THE HOMEBUILDER TO ATTAIN CLEAN EDGE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 0 Cf) CD Cr) 12+95.62 22.06'L PROJECT ARBORIST 2.00% -- 1 .. C r O FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL ' SIDEWALK TO BEINFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE O PCCR - END CURB & GUTTER O SAWCUT 5' OFF EXISTING CURB • VARIES ". -b:.:,;:. I ? ! - I - IN DESIGN AND/OR CONSTRUCTION. m0 BEGIN STANDARD CURB CONSTRUCTED WITH PUBLIC -- r III IMPROVEMENTS .�'1 1 1 'I IA�� �,- `-p , E I ; .. I m MILL & FILL: MILL 2" DEPTH AND ! 1 I- I H I _ TOP LIFT OF HMAC SHALL BE COMPACTED TO 8 {{ I ! I I , 13+46.45 22.00 L O MACHINE LAY HOT MIX WITH I ! - = I � _• : 1 CONCRETE SIDEWALK W n- Q ® END CURB & SIDEWALK ASSOCIATED ROAD WORK. I e 1 s , 1 F E I I -----! - � - I -• I COT DWG 120 92% & BOTTOM LIFT SHALL BE COMPACTED TO __ � Q 0 MATCH EXISTING ....w. 11_ ill I 1 ' , I :_ 111_._-I I LI i I I . 1 1 j ._1 1 �- SEE SHEET 24 91% OF RICE DENSITY AS DETERMINED BY 2 I- � 2 = 0 EXISTING SIDEWALK TO REMAIN STANDARD CURB AASHTO T-209 PROTECT EXISTING MAIL BOXES COT DWG 125 GRIND & OVERLAY REPLACE PAVEMENT � ~ � � O EXISTING ASPHALTCO DURING CONSTRUCTION FROM CETERLINE 9' AC OVER 4" ROCK BASE SEE SHEET 24 GRANULAR BASE ROCK & LEVELING COURSE J 0 PER COT DWG 182 SHALL BE COMPACTED TO 95% OF MODIFIED in 1 FOR CWS DWG 010 SEE SHEET 26 SEE SHEET 25 PROCTOR AS DETERMINED BY AASHTO T-180 r FOR CWS DWG 330 SEE SHEET 27 �► 6.5yr SW 121ST STREET STA 12+03.63 TO STA 13+46.45 SUBGRADE SHALL BE COMPACTED TO 95% OF 0 140.98 STANDARD PROCTOR ASTM T-99 OR da TC=140.85 TYPICAL SECTION EQUIVALENT. CURB RETURN A GUT=140.35 .j CURVE DATA �°i o A=89°56'59" d , 0 I LOT 1 R=30.00' ° LOT 6 coFOR SD LINE 07 20 SCALE o 1....n..&......0 20 SEE SHEET 15 ` `� T=29.97' Q a w Z c, `� LL=47.10' 2 v) 1 1 INCH = 20 FEET W Ik' k 141.16 0 \ Y 8' WIDE PUBLIC a "" - <' $' WIDE PUBLIC V„i W v OI I UTILITY EASEMENT .) 1S 1 34CA UTILITY EASEMENT , 0 C J 141k TC-141.03 O / v� 7700 C z 4 GUT=140.53 m - - v' T • w W 1-1- co/ ° a c w (,?,\) - 1S 1 34BD 0 I I o w z -7 e) w4.4,, ar \*4..,. , I p•g�s 140.77 N �� e9 pM s �� 0 SD MH 07C �._R :.� 0 X x ;°X mXI X - X X- X- X-mx--- CL v) od 140.87 v a Q Mx iX X X x PAX , . s _ -�- • 0 7 A SD CB 07D VE% ,�"�" N Z ° 1.5% TC=140.74 A� • O O GUT=140.74 Q \NN:\\,% _ - _ �_ _.. U 4 141.18 d . O O O��L° _._ I x x 4 v bY4 I 1" x N _I a. 141.36 d • O O ,/O�, 1- _ I - 3+00 - Ioo - 1 - - 14 `° 140.81 0 `'� 11+00 12+00 - V) Q v a v p010 12+49.55 SW 121ST AVE _ _ , a �� X vX X__.... X 0+00.00 SW PENN ST - X- X- X OX-- : X X X X X OXw.. X • X X X .. X _ X X X-0-X - X- -- I..L ;o c TC=140.78 _ _ _ __ _ - QS ct 1 g GUT=140.78 TC=141.05 5 GUT=140.55 _ CURB & TC=141.23 GUTTER GUT=140.73 WOODSPRING CONDOMINIMUMS 1S 1 34CB N EXISTING 14400 ca STANDARD 0 SW 121ST STREET - PLAN SCALE: 1" = 20' cn o SW 121ST AVENUE RETURN - DETAIL o in a CURB 160 160 SCALE: 1" = 5' I_,_I ET 1) 6.5' HIGH PT. STA: 13+14.52 0 HIGH PT ELEV: 142.06 0_ TC-140.85 v 140.98 PVI STA: 13+21.04 w ° PVI ELEV: 142.15 f- o GUT=140.35 [ CURB RETURN BLx i' VC 0�c o CURVE DATA �, ! N O ; tC3 C7 ci --i\ 1 °R o 90°02'21" 150 I id ni + - f 150 Q T=30.02' J ! i : LTA1 a 141.43 L=47.14' • ``'• I i al a I v I PROPOSED i 13+46.45 = PTCR I END CURB i 8 I- EXISTING 12+03.63 = PCCR 12+95.62 = PCCR TOP OF CURB ! MATCH EXISTING ! EXISTING ! EXISTING TC=141.30 ? CENTERLINE MATCH EXISTING GRADE 1 = o `1 GUT=140.80s EXISTING TC ELEV = 142.00 TC ELEV = 141.90 TOP OF CURB CENTERLINE D Q O v ° Q TOP OF CURB GRADE ! 1 GRADE i GRADE "' N m o cn /AyTC ELEV = 141.23 O v GRADE no 141.33 _ i �� 141.27 140 - -- ____ _ __ -._.___.__ . - - 40 m Z 0 0 �,3 Q �� 141.37 I 8" WATER - _ . . X 3 U CROSSING .� < w o -•V• 1.5% > 000 �9 � co • O O v 43.85 L.F. I N - 00 • \, ° 141.68 10" ASTM D3034 TC=141.23 � . OO • a 4 SpR 35 STORE T GUT=141.23 S' ° 141.31 142.13 12% d I co ; c.9 TC=141.27 �° p " v Q o ¢ '' r a "' 130 O GUT=141.27 %itirci Q 0 130 - N I PROr c� �. mod/ 9 ,., O r�cn o r d GS �+ l�E:,p U � � � Uzcn� Q.I '5 mf m G. I -1 �' II cr % cin J II TC=141.55 3 q ! � inro o oo � II o e296z C CURB & 0 0) - .-., � > CD- N w � , GUT-141.05 -� d c4 C7 0 GUTTER STANDARD = ,..' z of °q w z r 11� ° 1Q� U CURB O + N g o ci o + �+, ` �0A�( �- � 1 a= � cp TC=142.00 n „ "' "' `T ! SIRES: 12/31/2019 0 GUT-141.50 CLASS B GRANULAR BEDDING/BACKFILL I CWS DWG 590 I E SHEET a' SW 121ST AVENUE N 12+00 13+00 14+00 15+00 1 4 r OF N CURB RETURN a - DETAIL SW 121ST AVENUE - PROFILE a SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ2018-00006 Z a.: 1 i N O 0 V) ' 5c , - o IL z LOT 6 LOT 7 LOT 8 .a a ' TRACT � � O Z LOT 9 4 A 0 pI \ r 4 � • LOT15 0 0 cn - FOR KNUCKLE CURB DATA a Cl) O }: FOR SD LINE 04 y f r T 1 SEE SHEET 16 N r UJ cc - w oct SEE SHEET 17 Q CB (� (+ 1� I �� 3 -"" '" "" I At ��� • .4 ° , -d :a. SD CB 06C 51 8 0 oc , A (I m CC >9 kii, � © AlPi © o Z I 1 SD CB 07Fv _ �`- a° 4 \ W J 0- Q ww a. d a III - - 4.. 4.. a ° - - _ a as 4 °. -a a° 4 l ° '' 'f: a 1\11Ik\\ c/! V Q 4 _ 1S134 pLQ+Qo.OQ I. �� _E 1 tr - ° �� _ < p112040 ig Q I- u� ISD MH Q6BN . mo 12+49.55 �..� `' KK ' ® `i+ COO can +38.60 = PC1-0, SW 121ST AVE I SD MH 07C SD MH 07Bezi ssss FOR CATCH BASIN RUNS o v� 1 _ _ _ SEE SHEET 16 } I- `- I - ID 3+00� - SD SD D SD SD Su SD 3 SD SD SD U - 1+00 2+DO c -� SD SD SD SD SD S SD SP SD SD SD SD SD SD- SD SD SD SD SD ; SD ° w w w w w w� w w w W w w w w w w w w w w w w W w �� ,.,OME w a w w w - Aill it wo , it C\ a 4 7 , . ��� ° Illb , 0 -V° 771 v 4 a ° p % 4 ° \ FOR WATERLINE CI Ami � ••a-.� .° n ° d - • ° a 4 a !J a a.. 4 d y, _ - o _ 4 g d 6 ° °, q �� e a d ° SEE SHEET 16 c) �� III 1 u1 co d ° ° ! e° ° ' LSD CB Q7E ° FOR CATCH BASIN RUNOr ____ f Q SD CB 06D \� 5+00.00 SW SUMMERBROOK p� SEE SHEET 14 - _ L t - .c, = 5+00.00 SW 119TH AVE Lu W 3 _ 1 4- . Z -) EIL I- w iS 1 34BD 5+04.30 al = MOO 0 o = PC Z W CC CC �� x LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 > i l ' SCALE 0 ~ W STORM LATERAL TABLE SW SUMMERBROOK LANE & SD LINES 06 & 07 - PLAN 7IN FEET a Z c INVERT DEPTH r SCALE: 1" = 20' 20 LOT STATION LENGTH TYPE SLOPE ASB p PLUG ASB © PLUG ASB CENTERLINE CURVE DATA CONSTRUCTION NOTES LOT 1 2+62 LINE 07 25 LF 4" PVC ASTM D3034 SDR 35 2.0% 1.5% 134.7 134.7 6.6' 5.6' 12+10.59 18.29'L O INSTALL 1" WATER SERVICE 1+37.48 16.00'L 3+87.41 16.00'R 0 LOT 2 2+44 LINE 07 25 LF 4" PVC ASTM D3034 SDR 35 2.0% 4.2% 134.3 135.3 7.0' 5.0' d=89°37'43" 8" X 6" WET TAP COT DWG 520 SEE SHEET 25 14 INSTALL 20' WIDE DRIVEWAY ENTRANCE 19 INSTALL 20' WIDE DRIVEWAY ENTRANCE z O LOT 3 0+98 LINE 07 25 LF 4" PVC ASTM D3034 SDR 35 2.0% 6.7% 131.5 133.4 4.0' 5,8' 1 R=42.00' 0 6" GATE VALVE COT DWG 141 - SEE SHEET 24 COT DWG 141 - SEE SHEET 24 "'1 " O T=41.73' INSTALL 1" PERMANENT WATER m Z 0 LOT 4 0+48 LINE 07 25 LF 4 PVC ASTM D3034 SDR 35 2.0% 6.4% 131.3 132.9 5.9' 6.1' ATTACH TO FH ASSEMBLY W LOT 5 0+57 LINE 06 25 LF 4" O SERVICE FOR WQ POND 2+69.48 16.00'L 3+82.96 16.OQ'L - INSTALL PVC ASTM D3034 SDR 35 2.0% 0.3% 129.2 128.8 6.3' 5.1' L=65.70' COT DWG 520 - SEE SHEET 25 15 INSTALL 20' WIDE DRIVEWAY ENTRANCE ALTERNATIVE COMMERICAL DRIVEWAY -" a. co I` 12+10.63 30'L Oa LOT 6 2+58 LINE 07 31 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.1% 134.7 135.4 4.0' 5.2' 20 ENTRANCE FOR 20' DRIVEWAY O O2 INSTALL FIRE HYDRANT ASSEMBLY INSTALL CENTERLINE MONUMENT COT DWG 141 - SEE SHEET 24 O a LOT 7 2+40 LINE 07 31 LF 4" PVC ASTM D3034 SDR 35 2.0% 5.1% 134.4 135.8 5.9' 4•3' PER COT DWG 542 - SEE SHEET 25 10 COT DWG 170 - SEE SHEET 25 COT DWG 162 SEE SHEET 28 �j o 3+01.48 16.001 SEE PLAN VIEW SHEET 17 1 LOT 8 0+95 LINE 07 31 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.8% 131.6 132.E 6.3' 6.1' SIDEWALK CONSTRUCTION 12+59.59 18.13'L 1+05.48 16.00'L 16 INSTALL 20' WIDE DRIVEWAY ENTRANCE C!) -.1 0, STORM LATERAL NOTE LEGEND O 8" X 8" WET TAP 0 INSTALL 20 WIDE DRIVEWAY ENTRANCE -COT DWG 141 SEE SHEET 24 REMOVE EXISTING FIRE HYDRANT T 8" GATE VALVE COT DWG 141 - SEE SHEET 24 21 PIPE AND VALVE TO BE REMOVED AND "' ALL STORM LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE d 4 SIDEWALK TO BE 2+69.21 16.00'R TEE TO BE PLUGGED WITH A FLANGE SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 27). CONSTRUCTED BY O 4+08.96� 10.00'R 1+03.21 16.00'R 17 INSTALL 20' WIDE DRIVEWAY ENTRANCE 3+65.91 16.00'R ass ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED W ITE. HOMEBUILDER 8 X 6 TEE 12 INSTALL 20' WIDE DRIVEWAY ENTRANCE COT DWG 141 --° SEE SHEET 24 22 INSTALL ADA RAMP `` SIDEWALK TO BE 4+08.96 18.5Q'L COT DWG 141 - SEE SHEET 24 3+01.21 16.Q0'R SEE DETAIL SHEET 16 FOR TYPICAL SECTION OF SW SUMMERBROOK LANE CONSTRUCTED WITH PUBLIC 0 INSTALL FIRE HYDRANT ASSEMBLY 1+35.21 16.00'R 1$ INSTALL 20' WIDE DRIVEWAY ENTRANCE = SEE SHEET 16 • IMPROVEMENTS COT DWG 542 - SEE SHEET 25 13 INSTALL 20 WIDE DRIVEWAY ENTRANCE COT DWG 141 - SEE SHEET 24 70 FOR CWS DWG 010 SEE SHEET 26 7 4+55.49 7.23'R COT DWG 141 - SEE SHEET 24 ALL JOINTS TO BE RESTRAINED cn I- imir 8 45° BEND 0 150 PVI STA: 0+32.00 �50 _D 0a. PVI ELEV: 140.99 PVI STA: 2+90.01 ` LOW PT. STA: 4+63.52 E `� i PVI ELEV: 139.1: ; j LOW PT ELEV: 133.56 < K: 7 K: 26 € PVI STA: 4+65.00 i 20' VC 1 80' VC ; PVI ELEV: 132.58 I o o rn i o tsza o r-- o K: 13 0- 20.00 = BEGIN CONSTRUCTION + - EXISTING a' CO o PO 100' VC MATCH EXISTING [CENTERLINEPROPOSED N ! i o o Q i� CENTERLINE i N¢, o Q ELEV �= 141.40 �, �, GRADE w + 2 _ GRADE Lr, 3.43% i 1� -- - _-IL71 `15ii: z w z 140 ' • ! " . ! PROPOSED E 5+00.00 SW SUMMERBROOK LN = cc j �, g I ~� i CENTERLINE EXISTING 5+00.00 SW 119TH AVE ! ■" i GRADE CENTERLINE ELEV = 134.08 CONNECT TOIN I -3.77y GRADE 8„ DIP � � � 4.0d% o N I E WATERLINE 6.13 L.1. 12" 8" DIP - • - ASTM D3034 SDR 35 STORM ® i•87% WATERLINE --° �_mamsiamimmnmmi:ll ' , ..�� 6" WATillERNo w.-____ CROSSING ::'4'4'*.E4‘1' u�woa `n ° cniiiii 4" SANITARY 4" SANITARY i tqa \ w •130 I BOSSING CROSSING 130 �, �,8" SANITARY k um �"... 8" DIP ama-�CATCH BAjSIN DATA SEWER ...... MM. II WATERLINE '- .. ..ii 4 SANITARYiitc_ W xCROSSING 4" SANITARY fSD CB 07F (CWS DWG 300) ( A18:2 CROSSING 49.77 L.F. 3 3+28.19 14.38' L (SUMMERBROOK) ? ` 12" ASTM D3034 76.02 L.F. Z GRATE ELEV=137.33 137.16 SDR 35 STORM 12" ASTM D3034 `� 10" INV OUT=132.50 (S)131.81 SDR 35 STORM i B UI / T C+ 1.71� 2.33� 17.38 L.F. L @ 0.53% 0.99% 10" ASTM D3034 1DR 35 STORM i 4" SANITARY �, I§ 14.38%12.94% 1 ! CROSSING `� rit:"71:1 120 _ 2/7 2 ___ _ a a o �-b o Q co�,- 120 SD CB 07E (CWS DWG 300) N-- / I o C"1 a' 6' `� ° N CON `- l; im N N N o CO N 04 CS •3+28.19 14.38' R (SUMMERBROOK) T d�' ! z vix w ix in w^ ���r RGRATE ELEV=137.3� 137.26 J � ''` -� ca d- �- m Li------- Q ��'J„ � � � NOTE c, o M 3(-7 m • � � �, +V :. ���lO INV OUT=132.33 (N)131.56 Jo "`�' u _ j � � • wi,� � � � coii �.- AS BUILT DRAWIN INFORMATI� IS BASED ON CONTRACTOR, �, �, ti �, / �11.38 L.F. v hcnz I FIELD SURVEY, AN FIELD INSPECTOR GATHERED DATA. ALL J. t ' ' iiJJJ �� _, Yo o ' uN INFORMATION HER • SHALL BE FIELD VERIFIED PRIOR TO U c, o II II a I- o o o �' �t u o " IE n10 AST7MyD3034a/ DR 35 STORM = z fIN DESIGN AND/e- CONSTRUCTION. n `" "' > - o fl "' "' c" "' co `©" i :1 011) 20.4/% 16.68% tf] �"' ! onJ > > > > ONOOrn oNoow > f1, A,�`J + -} = x �,i z z z zx z = . . J z z QNIC`(` v, / Cr)Crl .N-- N i I Qi 00 t--i i--� �--y w- = d' O �--r r-i r-i co. st' L t---i �.-� ,-a [L. 7 LI) C] -I- + i-a N O O N d + + + -I- 1--1 CV CV CV C$ �- 1--1 C? Q [V immiime ij DES 12/31/2m9 U CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 - i 1 SHEET a .., 0+00 1+00 2+00 3+00 4+00 5+00 5+40 I 5 SW SUMMERBROOK LANE & SD LINES 06 & 07 - PROFILE OF N VERTICAL SCALE: 1" = 5' i HORIZONTAL SCALE: 1" = 20' 29 0 0 ....- CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ201 8-00006 Z a: LU N V E Tr I p° ' LOW IIT. STA: 0+63.18 w w FOR SD LINE 06 0 Ire SEE SHEET 15IP LOW PT ELEV: 132.96 Lo o PVI ELEV:PVI I STA: O 132.42 1 L.I"' z z LOT 5 K: 15 0 ~ go 0 � 140 140 Z Q 0 is.--1 O 1 S 1 34CA ' & \ 0+00.00 = i 1+34.13 = 0 m W a 509 15 5104CA SD CB 06D m El z \ SCALE 4+21.58 161 SW PENN ST ; + 5+04.47 ,16'L SW PENN ST O ; 0 1- CC o 20 0 n 2a TG ELEV ]34.24 0 �, TC ELEV = 134.20 0 _ CV 00 O w °� r ; `n 11 LOT 15 V. _ I TOP OF CURB �_ . / • I INCH = zo F T 0_ EXISTING S -� -3.26q a GRADE �' 3,17% CO ❑ 0 pmoil ° a s s86 : a MH 06B0 !S I I LI IN IN IA II I I I I 11 I II I W.. / / 1 ` - _ W ... 1 I I _ j 1110111111111n /C) so 3 1 0_--_0 130 j_ - - .-_..__._ ; 130 0 F- L.L XSI) SD \ i O / SD CB 06C {CWS DWG 010) j CIS ,,,J 5-1-00 //,� (SUMMERBROOK) ID 1 _ 4+62 31 34 48' L (SUMMERS OK) I I S44v/v. GRATE ELEV-132.57132.45 x © 0 5+00.00 SW PENN ST = � 10" INV OUT=129.5Cr (SW)129.25 €110 ® 5+00.00 SW 119TH AVE o ! j Q CO w w w I U el 0SD CB 06C xW xW . x xW xW xW ©� 0+00 1+80 f . -.� KNUCKLE TOP OF CURBPROFILE .--._ ..�_ _ _ -- _ - -- ---- - -- - - - -° °--° °` VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' 0 1 S 1 34BD 140 ; 140 CO 15 1 34BD 11300 1 S 1 34CA 15 1 34BD 16.23 L.F. z 1-Li 535 11100 11200 10" AWWA C900 EXISTING GRADE W : LLI DR 25 STORM PROPOSED GRADE TC=135.92 TC=135.73 -^ 0.50% 1.91% OVER PIPE I OVER PIPE GUT=135.92 GUT=135.73 2 Z ! LL - -,--_ � TC=136.53 TC=136.11 W W SW 119TH AVENUE - PLAN GUT=136.03 GUT-135.61 / TV > > 0 SCALE: 1" = 20' ( 8" WATER - 3.8% 0 < Ce CONSTRUCTION NOTES TOP OF CURB CURVE DATA CROSSING -;�- -- -- .,000 oo a a I o - o � o ` n=39°28'S6" 130 �_ 130 1) „ o o _°o a a 0- 5+11.07 10.00'L 5+81.07 16.97'R +21.58 16.00'L SW PENN ST 2O R=25.00' _ 36.18 L.F. o 8" 45° BEND 8 END CURB & GUTTER 14 = 0+00.00 KNUCKLE - PCTC T=8.97 0„ AWWA C9uu T �" 136.02 '- ci‘ Z 1 DR 25 STORM ° 136.98 136.03 136.01 -•-- MATCH EXISTING STANDARD CURB L=17.23' - /- u a r , 2 5+91.00 9.991 15 0+17.23 KNUCKLE - PRCTC �129°06'39" 0 -•1.66% 1 7.5% ' 4 a \ V- 2 8" 22.5° BEND O 5+71.09 16.00'R CURB & GUTTER ANGLE POINT 16 0+98.35 KNUCKLE - PTTC 0 R=36.00' a a. a 4 a J 5 0_ d ° 3 6+00.09 13.75'L T=75.66' as /4° Q V) Oa h a 136.12 5+77.96 23.91 R Q 5+04.30 16.00 L SW PENN ST a u3 N d o cv 137.08 -"" 136.13 d. 136.11 8" 22.5° BEND O 17 L=81.12 0 CC COo p VD C 0 7.5% a 41 t I 10 END SIDEWALK = 1+34.13 KNUCKLE TC q o m 6+10.89 13.74'L INSTALL BARRICADE o CO `D N °° ,- o Cl- 0 CONNECT TO COT DWG 192 - SEE SHEET 25 120 --_ __ __� L v_ w - _. (NI cn 120 13' 5' 6' cflmrri _ _ EXISTING 8" DIP WATERLINE 1 INSTALL CONCRETE TIE IN CENTERLINE CURVE DATA (' c) W F N r O FROM SIDWALK TO CURB c J 5+81.1916.72L � � „ , if i -gym H U � �89°37 43 If ,- oo 5 END CURB & GUTTER �, r� Il ff �- 1 C 11 u Q MATCH EXISTING STANDARD CURB 5+81.13 0.00R 1 R=42.00 B -- o cma (" © 4 4 o � � • � ADA RAMP AT STA 3+65.91 SUMMERBROOK LANE 12 END PAVEMENT ALL JOINTS TO BE O T=41.73 m ,u; _ o -? ,i z z z C MATCH EXISTING00 N w = ¢ = = = up ,', -i o SCALE: 1" = 5' 5+71.18 16.00 L RESTRAINED L=65.70' ¢- 1- m_ _ _ O° 1- SEE CONSTRUCTION NOTE 22 - SHEET 15 E OREMOVE EXISTING BARRICADEo + + o oQD CURB & GUTTER ANGLE POINT ` I cn �- c� cn o Q Q Q 5+81.20 19.86'L 5+80.08 0.00'R \ / CLASS °B" GRANULAR BEDDING/BACKEI L o END SIDEWALK 13 INSTALL CENTERLINE MONUMENT I CWS DWG 590 o COT DWG 170 - SEE SHEET 24 { f INSTALL BARRICADE FOR CWS DWG 010 & CWS DWG 300 SEE SHEET 26 ' COT DWG 192 - SEE SHEET 25 0+00 0+80 z Q © c r SD CB 06D TO SD CB 06C - PROFILE (73 150 I 150 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' W 1 PVI STA: 5+60.0 EXISTING 7' LOW PT. STA: 4+63.52 CC LOW PT ELEV: 133.56 j °' PVI STA: 4+65.00 P/L P/L a PVI ELEV: 132.58 € 54' PVI ELEV: 136.38 K: 13 SIDEWALK ESMTF 18' 27' 1 a K: 13 100.00' VC - .a 6,5'_ OW '- D. ...1 16' 16' 5,5' r.. •a 5' 8'-----0„..1 < ec 20.00` VC z j o I In i ; 0.5' PUE3 5+75.00 = GRADE BREAK o o co } 8 i `r' CURB & GUTTER I I EXISTING o cri o Sri '�' ¢ j I COT DWG 126 SEE SHEET 24 J ELEV = 136.76 n A d id 5 m CENTERLINE + - + - W 1 140 GRADE 5+77.37 = END CONSTRUCTION `f' L in 1 40 2.00% 1 - I MATCH EXISTING- „ a w PROPOSED can 0 2'�0% 87% 2.87% � <.y g _° � ELEV = 136.80 CENTERLINE o d € 1 ", ? _ F I I 1 E - - w _ _ GRADE 1-_ _- ' ' 1'-� i 1 1 l_..... -I 1 I- _ I ' i 1 ` ^ ---- � O p II i 1 I ,. i i .:`A c: z ;-1 1 ( 1 € ' 0 "` -- -� - - Ii 6 ��fEj fift 1.50% _ i w TOP LIFT OF HMAC SHALL BE COMPACTED TO ( ' -- _ ziwillw f f ` i ' _-- CONCRETE SIDEWALK 00 2.50% 92% & BOTTOM LIFT SHALL BE COMPACTED TO I I I 1 3 ( I I } I ! III ! Ha I l l I I 1` 11 I I 1-1 ( I I I j I I s-I ( l COT DWG 120 SEE SHEET 24 ''' ; 8 N N E 4.Opq 91% OF RICE DENSITY AS DETERMINED BY 0 � co 07 o AASHTO T-209 2" 3/4"-0 LEVELING ROCK OVER 3 1/2" OF LEVEL 3 I a 5 nEL CD iq , 7 n r 0 r.r-.,o I EX 8" DIP CONNECT TO - - 8" (1 "-0) CRUSHED ROCK BASE 1/2" DENSE HMAC n -o nWATERLINE EX 8 DIP 8" DIP GRANULAR BASE ROCK & LEVELING COURSE INSTALLED IN TWO LIFTS ONE LIFT �, �,WATERLINE _,_- SHALL BE COMPACTED TO 95% OF MODIFIED :00: o 130 - WATERLINE - 130 PROCTOR AS DETERMINED BY AASHTO T-180 JxSW 119TH AVENUE - TYPICAL SECTION � � - - SUBGRADE SHALL BE COMPACTED TO 95% OF NOT TO SCALE v) 76.02 L.F. STANDARD PROCTOR ASTM T-99 OR I ' 12" ASTM D3034 EQUIVALENT. PAL IETO SDR 35 STORM P/L t- @ 0.53% 0.99% 54 1.- o I ! - 8' r- + 5' 5.5' 1 .. f I. y .. ..I - 16' 16' S.5' 5' PUE' 1 N i I PUE 0.5' 0.5' I o I AS- BUlL T I I CURB & GUTTER I I COT DWG 126 SEE SHEET 24 I Rf, E'+ 2.00% ��+s� * (2 12p i 120I oui e:R 2/7/ 4 VD j_j r,� -! W f (~_11 _._•--,__ ' i '.p 2 - 2 87 ,V.:..„,,,,., • y f I { i ° ( '' r � /. Q„. NOTE f � a '5 � � ,. III I _ � _ I �,� ��,, �� ,I I GA\v U O y AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, i �, II I yrw I� i I - I ANIE1.LK FIELD SURVEY AND FlELD INSPECTOR GATHERED DATA. ALL n o fl f1 7477 I Ijiv'Ill* � I CONCRETE 51DEWAEINFORMATION HEREON SHALL BE FIELD VERIFlED PRIOR TO USE o o [ -I I y I i I 1 ( I I I I l i ! (�( I -I I -j I I ; �--- I COT DWG 120 SEE SHEET 24 f HIES: 12/31(2rns e IN DESIGN AND/OR CONSTRUCTION. € = rn ¢ ,; Z Z = SHEET a' N- "' - - - 2" (3/4"-0) LEVELING ROCK OVER 3 1/2 OF LEVEL 3 -., J V' C) .3 CC 2 o 8" (14"-0) CRUSHED ROCK BASE 1/2" DENSE HMAC 16 N INSTALLED IN TWO LIFT-) ONE LIFT 6+80 6+00 5+00 OF N SW 119TH AVENUE - PROFILE SW SUMMERBROOK LANE - TYPICAL SECTION NOT TO SCALE in VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' - CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ2018-00006 in TOP LIFT OF HMAC P/L P/L STORM LATERAL TABLE r 1 SHALL BE 8, F 46' , �J CONSTRUCTION NOTES COMPACTED TO 92% PUEPUE LOT STATION LENGTH TYPE SLOPE ASB INVERT ASB DEPTH ASB a & BOTTOM LIFTI © PLUG © PLUG 0 0+41.00 10.00'L 0 3+26.90 10.00'L LU SHALL BE - 1' 10 10' 5.5 w 0.5 LOT 9 1+82 LINE 04 20 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.5% 125.0 125.9 5.4' 4.9' END CURB & GUTTER TCPT ELEV = 126.74 LL z COMPACTED TO 91% 6" BEGIN STANDARD CURB ' OF RICE DENSITY AS 1 LOT 10 0+92 LINE 04 20 LF PVC AWWA C900 DR 25 1.0% 1.5% 123.9 124.3 4.0' 4.1 ( 3+58.90 10.00 L 0 TC ELEV = 136.11 w DETERMINED BY I Y i LOT 11 0+23 LINE 04 23 LF 6" PVC ANWA C900 DR 25 1.0% -11.7% 123.2 120.6 4.0' 6.5' ANGLE POINT STANDARD CU z ❑ AASHTO T-209 6" 0 2+78.90 38.00'L TC ELEV = 126.42 L o LOT 12 0+21 LINE 04 22 LF PVC ANWA C900 DR 25 1.0% 1.4% 123.6 123.4 4.0' 2.0 2.00% TCPT ELEV = 127.60 O 3+58.90 10.00'R 0 c\ - W a GRANULAR BASE I LOT 13 0+14 LINE D4 22 LF 6" PVC ANWA C900 DR 25 1.0% -2.3% 123.1 122.7 4.5' 3,4' 0 - fi O ROCK & LEVELING _..< i_ LOT 14 0+95 LINE 04 25 LF 6" PVC A' WA C900 DR 25 1.0% 2.0% 123.9 124.5 4.5' 2 8' O 2+7$.90 60.00 L END CURB & GUTTER (S) ( NCe) a 2.00% , , €- COURSE SHALL BE _ I J 2A0% _ }} F- ANGLE POINT STANDARD CURB TC ELEV 125.97w COMPACTED TO 95% " ' I I e-I I ' LOT 15 1+79 LINE 04 25 LF 4" PVC AS M D3034 SDR 35 2.0% 1.6% 125.0 125.E 6.0' 5.3' TC ELEV = 127.82 _�„ r , OF MODIFIED I i ' - �, zD� ,.; ; ____ I �-,� � ��, I � I - � BEGIN STANDARD CURB (W} m ❑ I` � ❑ _ .. . ; I_ 0 2+98.90 60.00 L PROCTOR AS CC - I _ TORM LATERAL NOTE INSTALL STANDARD CURB m b r 5' WIDE CONCRETE SIDEWALK END STANDARD CURB S INSTALL BARRICADE CC DETERMINED BY -_ II 0I ¢ Tor,' , ! ALL STORM LATERALS RE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE ( ) W � < E : I I I III I '� " COT DWG 120 SEE SHEET 24AASHTO T-180 I I - ° I- I ' ` END CURB & GUTTER (E) COT DWG 192 ❑ J CURB & GUTTER SHOWN IN THE CHART BOVE & INSTALLED PER CWS DWG 520 (SEE SHEET 27). TC ELEV = 127.37 SEE SHEET 25 C.2 (I) < 0 SUBGRADE SHALL BE COT DWGAN25RSSEEUS B ET 24 COT DWG 126 ALL 2"X4" STORM SERV CE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. 0 2+98.90 38.00'L 10 REFER TO COT DWG 143 G F- �- COMPACTED TO 95% 1/2" SEE SHEET 24 OF STANDARD 3 OF LEVEL 3 BEGIN CURB & GUTTER (W) FOR THE REQUIRED D 0 F- • PROCTOR ASTM T-99 2" (Y4"-0) LEVELING ROCK OVER 1/2" DENSE HMAC it� 4 -� I I I '11 1 L._ END STANDARD CURB E . STRUCTURAL SECTION DFOR EQUIVALENT. 8" (1 "-0) CRUSHED ROCK BASE INSTALLED IN TWO LI Ts ONE LIFT SCALE / I s O IIJJ�I ( } J20 a �© 20 ®,, - - XI 1 1 1:ITCPC ELEV = 127.15 THE COMMERCIALLo PRIVATE ROAD TYPICAL SECTION I - - I J { I JI, j so DRIVEWAY ENTRANCE T fi �- ICI TRACT B SD- NOT TO SCALE INCH = aoEE� FOR SD LINE 03 .I ® SD I { J --I® SEE SHEET 19 III I I,I r - � - � 0 �I J n6 a r I I Il, CURB RETURN DATA cf, © k v FOR WATER © QUALITY SWALE & CURVE DATA TOP OF CURB ELEV. STREET STATION � FOR SD LINE 07 LOT 9 LOT 10 _ LOT 11 � I, I,� SD LINE 02 SEE u, �-� SEE SHEET 15 i SHEET 19 1 O , PC 127.50 2+50.90 LT 10.00' 0 = 90 00 QO 1/4© 162227777..:5:40043 CO �/ mm [..,.... PRIVATE ROAD 1��`. 1 ra SD CB 03Ciiv 4 I l I cr. _ R = 8.00' 1/2 P.T.I II - - I \ \ a T = 28.00 3/40 2+98.90LT 38.00' L = 1 iS 1 34BD L - 43.98' PT PRIVATE ROAD ��� & hip MH 04c _ !, I ` I \ � Q _ ,.��, ! 3600 I a EO . _ ,..E,` �. r, 0 P.C. = W I C [:r',ft/ ° o e a ° a ° v 'le ° PC 127.15 2+98.9Q LT 38DUO' C ❑ O� LLI .. En O • 4 a EL� 4 '• A a h SD MH Q4B - I 11 7 A = 90 00 00 1/4 A 127.05 PRIVATE ROAD G J SD MH 04D1 - - " ..'�' / R = 28.00' 1/2 L1 126.95 �"^ v �' 04 <° SD SD`., SD SD SD SD SD SD Si SD SD SD SD PilwSn ' 1 SD SD SDI--SD -SD Sd - SD - Sr TSDI 43k, T 28.00y 3/40 126.84 3+26.90 LT 10.00' W 0 ` - - - Pc 1+ss-62 - � o 4 L = 43.98 PT 126.74 PRIVATE ROAD VI 0 PT 2+36.60 � SD WQMH I-_ __ ss S -1+10a e - A ... z+Qo O a SS- -_®- 02D_ asp egg" O W ce PRC=2+17.61 I II1�. L. ®® ®.- - - -� -- SD 111 CB 056 c I- - -- 1 137.00 137.03 > E Z FOR SD LINE 06 i' 11S 1 34BD ° U r - °� °C SEE SHEET 15 3700 GUT=136.50 J a' O 4I 00 f el j 4 LOT 15 LOT 14 LOT 13 LOT 12 0 I a Lrq CURB RETURN C n I b.FOR CWS DWG 010 & DWG 050 SEE SHEET 26 N o CURVE DATA PRIVATE ROAD & SD LINES 04 & 05 - PLAN FOR CWS DWG 240 SEE SHEET 21 o SCALE: 1" = 20' 1/4 DELTA ° ©=90°00'00" r' 150 1 150 TC=136.78 136.21 136.24 R=25.00' i GUT=136.28 b. T=25.00' I ° L=39.27' HIGH PT. STA: 0+3 .fl8 CENTERLINE URVE DATA I HIGH PT ELEV: 135 53 o [� a o PVI STA: 0+40.00 °� , ° 136.19 a PVI STA: 1+20.00 PVI ELEV: 135.69 PVI ELEV: 129.45 1 0 , TC=136 69 , K: 2 (9' O N. z -8 20' VC K: 20 19°04 07 L4=9°04'07 GUT=136.19 \c) O .° ° 136.13 0 ■ 100' VC I j R=120.00' R=120.00' I I O O C ° a � a a' o Ln o ! T=9.52' T=9.52' 0 0 0 136.4$ v o tri o ,ten o M o�• co-- L=18.99' L=18.99' TC=136.12 p cn hi 0+27.00 = BEGIN PRIVATE ROAD + j j , , n N GUT=136.12 A ���a O • �� �sg 136.22 CD a 3+77.96 27.00 L PENN ST o o -I- 4 •- `- - 140 ELEV = 135.43 W Li �__._ __ _ - 140 0� o 0 0 . a W PVI STA: 2+00.00 ' b. ° O PVI ELEV: 127.31 o +► S Sg �t ° � • Q K: 24 TC=136.05 a "- 2.00% vi 40' VC GUT=136.05 f. o a- o ` a N - o CC! CD 0 4 LU N E ¢ TC=136.3$ 8q �- Q _ w TC=136.11 d GUT=135.88 0 a '' PROPOSED NI I GUT=135.61_ _ ENTERLIG CENTERLINE I Z N CURB RETURN C - PLANCENTERLINE GRADE �' "Lri 130 i - - ------ 4 GRADE 130 SCALE _ 1" 5'I1 N 122.96 - - - _ 27.92 L.F.L.F. - -- � II 3/4 DELTA TC=135.66 ilijir 12" ASTM D3034SDR35STORM 6" DIP STORM °~ _-2.68q W BLOCK Q TC=135.71 GUT=135.16 ��`2.50% ._ 8 @ 1.07%� RETAINING C�1 � 1 -- � � - -1.00q 2.51� WALL aGUT=135.21Q- a TC=135.64 8 SANITARY ~ � � � ' �` � -` aG T=135.11 :XI o � N U a3 CROSSING ,.�., _ TC=135.58 °�8 SANITARY GUT=135.Q8 z °�SEWER 39.77 L.F. b M171.53 L.F. DR 2 AW A C900 -- ° o ;98E %-;4:: W iik 5 STORM @ 0.50%_ C7271 �,120 E --- --- - - _�._12 AWWA C900 DR 25 STORM_- _ - -- .._ _ �__._.__ 12a 6�� � O o o0.87% 0 98% S3% �. 0 8 SANITARY 8 SANITARY ` O O Cle Q x SEWER I CROSSING �, TC=134.98 O O ► `� Q 1- U cn 8" SANITARY --- �a - I- Q O O O ' 3 SEWER wI_ GUT=13 8 � 0 O ! CURB RETURN D 6 �, ¢ N Tc=135.33 0 , CURVE DATA o ¢ t'i `•`' to o w , GUT=134.83 0 A 90"00'00" Yo o a co o a o cc, m t� a , o a r� o = cD w �* R=25.00 �-Cr') y AS- BUILT N H I II b. . T=25.00' to Lu 1/4 DELTA °°w � � �- H o" 0 ¢ in s �3 ,i m H oci Lu L=39.27' c� p � congtri..„-... cnoIx - I- � �n � co...,.._. Oa N p � T � o TC=135.02 135.0 - o cri000 pI..-- 0. OO �N p tC] O O N N isJCr] O W � ____ ._� zJ 2/7/24�9 J �- N � a - � n , 110 GUT=134.52 PR 'n 110 , zzzcp I ` I II zz N CD N `" p ,' + TC=135.10 '�`V"- ` "' � JJO II C� pO o '� it I I I-• a cn •tri II o 1 O ` , y I C w t� N to cn rn c� co 7 GUT=135.10 \� c` R / pc� p o II II � oo •- �. '� � cncncnrri = - - o c) ocn > 7 NOTE � oop � � o cnv = rhd � 'nZ� ° m O „), CD O O CD4J = MO - z Z OU` N .--3N...- ��'4 �rJ = . o 1.--1 - - AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. = a ;,,,in EL-.1 z z z 1-2-1 ,.,.., r) Oon p + + � �cv cV m � c o ter--, ,-, I � zzw ///X F r x cn N .- .- 1 FIELD SURVEY AND FELD INSPECTOR GATHERED DATA. ALL cn o a� z �lfa rr-- d + -I' I- , N N N pS F ! �tViV Cfl G] O � I ~' a 7. �J Q p •- INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE cn c� o o N c . - <-- ,-- N I- II I- o �- , 64 IN DESIGN AND/OR CONSTRUCTION. Q a Va p o N = o Lo A ° 1- cn Cr) z i 11 Q� Qo � > z ANlE1a o wz ^ EXPIRES 12/31/2018 f I I vicncc1 � o�va134.60 ° ; F134.70 SHEET a' I CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 J ; TC=134.36 1 IZtv 0+00 1+00 2+00 3+00 3+90 GUT=133.86 OF in PRIVATE ROAD & SD LINES 04 & 05 - PROFILE CURB RETURN D - PLAN ,... VERTICAL SCALE: 1" = 5' " 5' Z29 a SCALE: 1 = HORIZONTAL SCALE: 1" = 20' CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 0: un PL o o d . 0 .._.,..,.� �_. �— z ' EXISTING 10' SEWER 0 E- ' EASEMENT z ❑ I 29 �� EXISTINGHOUSE I EXISTING 1 I � _ ��� � TAX LOT 0HOUSE SAWCUT EXISTING [� t1! o i �� � TAX LOT iS 1 34BD PAVEMENT O �� �!��► i` 3500 Q O � ��,. .��� 1199a #3600 s D TRACT B 3�ao ti CC > N. r w /2 BIKE PROOF, HEAVY ��� '� ,- Ex{ST{NG 10' c1rY ol" T{CARD ¢ O R ;i m ❑ __ ❑ Q DUTY TRAFFIC GRATE O\\ \\` ` \\/\ �' \�/ / \�% / I SANITARY SEWER & STORM , IP L ] '\ \ \ \ \ \ \ \ \ \ \ SEWEREASEMENT \ mya.. ._. W.inn"`.",..:n ,.. .es ' W a— Q CD as 11111 SUPPORTS AASHTO "\\/\\/\\/\\ \ \`°/\ \\/\\/\\/\\`\�/\/\\ 5 /`\/\ //:,/ /\\/', //i�.\ . �� e , _1- S U LOADS \/\//\//`� e._( //\//<:/\f°\//`\//\/'�\`/\�,'\//",�,j \�,\*>,\i` � / _ K lju U3 Q \\/\\/\/\ ,\�. , ! \\ \°� \ \\ \\ \\ \\ �� \\ \\ \\ �\ \ f !f! 20 x 8 SD MH 01C �\���\ \\.\\\\\\\\ � i` -. - SCALE.>: :.:i7e°1 f= // // `;° / �'`'�//////,� /�°///,//// /" '/////// '' "//®////� BORE P{T `tlii ` '- 20 0 �0 20 iaiminummimmks ORA'I'I�G ,//,/� // /j /j �/' / // / �' // // / �'/ /� // / ;"�� E ' _ � � . == INCH= zo FeeT LL SIB Su sn s© SQ Sa Sn S SD �.� , �T �� _` �*ii:_ NOTES: ��\ \/\\/\\ / `,�`'� \\/,�\ \/\�/\`�/ ��/ /��°\\ � ,� I r �w ® ® � _ _ _ f� aLO E} OUTLET ��,/ / / / �` / / `\/ / / � �' /, � �� � r� � � �; ��� �,R � �24' SQUARE S/), //V/ \ \ V`/V/'< ''�V //V/�A/� . `� a :4 ;,:' :1::I:::;; ':'. BOX FABRICATED FRO�vI //\ \//\ \/ /\j/\ { ! \ ,.� 10 GA. MATERIAL 1:1 BUILDING r�\\��\\ \\�\ ,\� ��� �' 1:1 BUILDING FOR WATER "' a —'""` K \` I — 0. (� ZONE OF °,�//,j /' / ZONE OF T . STORM SEViIER BETWEEN SD MH 01 B �� .� s, . ,��.- PLAN VIEW OUTLET L2 x2 x INFLUENCE \\�" �\ INFLUENCE QUALITY SWALE & Q 1s / SD LINE 02 SEE & SD MH 01 C TO BE BORED PER CWS Q ; �_ 29" SQUARE FRAME 12" STORM SEWER TO BE BORED PER SHEET119 DWG 610 & CWS STANDARD 7-04 O ;`' I .r r. ,00 CWS DWG 610 & CWS STANDARD 7.04 II 1 �� SD CB 02A \ i ' ;' O ' 44,A61 ° ,� : \ � — 1S 1 34BD ;i C� 5, S _ SECTION J_ �_ ® r, .`°®�:. 3soo � �� VJ SCALE: 1" = 5' �' p • gi,r' 3 Ce �� k a f-„ y'i a -.,a f� 0 immumminimim , PAVEMENT TO BE REMOVED r L-I-I O W �..~ PL AND REPLACED IN THIS AREA �, k --sa PER COT DWG 1 G WEEP HOLES4111: 4140 _ .,_ LOCATEDIII _ — - ���-�� ;� W /� a . — _ _ ..-t ! 6" FROM TOP EXISTING 10' SEWER — ®I 1 L ® � E e O >rA5 M NTy :. SD MH 01A EXISTING ., _ S �,JJ Ce HDUSE EXISTING - 9a , # r , E CL 441114°411* TAX LOT I I HOUSE — -- — ��®� ® � � ® — — � �� [L Z 3500 s 44::: ;11990 3600r '. 6, 3 fi #11970 t gym.:.; . e u r /��j\/ /\/ //�` \// // / / // //��/�/ 1. S VV H�4ZE 0 CSC Q /�/\ � �r\ \/�i\/ \, ��\/ / r \/ \ . EFn wo�a goop ,,.� SEDIMENT TRAP ��/,\,,/\//\/ji\�/\/°�,//�://\/` /\ / /\//\/\ \/�\ r ,,/\j/ �Q C� :"sa?»» �i:a v'r.`h,aa�°.';:F..,"ti'M s 3 .a�^,kr ..,� a s c �, V . :' a_ WI HINGED LID �< VA V\ \‹ \\ \ ` \\ \\ V\ VA \\ \\ V° \. \ A VA `� 1S 1 34BD . a_... o .��� COCL 24 sQuARE / ////////`� //////% //////////° r ////// '/� /// j �, �u�r a\, e '4AweUT EXISTING I— �° \ \ \ � \ \ \ \ \ \ \ \ \ \ \ ' \ A� 3700 :: � Ee.� . -< :,. . ,.:.>;a��. .,.,.-:.e �.� � e-.:�� ,.,,n;x:1 PAVEMENTtn v;;V\/\A/\ \\ \v \ \`,,\\�,°\°/VA/VA/'� `\ \A/\A/ \\��'\\/VA/V\/ LOT 12 • e..^.. �+e":"" «Y.':' qr re:",...1liriY'Y.`r:Y=#®3<m.e.£see;�t.::G;.e�.�rt^..tu�e�,P°w"`.«««' :.^'>S>».. ;.::v:`.i::;T`.y .....,., IS O�IETR IC SECTION �//\\//\\/��\/�,'�,//�// � \��/°��j/ �\,���//�//\\y/ �,.F�.\���\�/`�,\//�\��,;;��d,,,�,, if � �a� � , .� � � � � � � .,�.r r SIDE VIEW '\/�\ \/\�/\/�\/\ �\ � \ \�/�\/ \ \\�\\/\\/ /� #� ,V . ;. 9 K \/��/ >A`�;' \/ .�''"`\/\ \ /\/\/\/ - ae me e . ./><; /V// \ \ \\//V// /\ `.`°;V/&...„ � stiattst.-.fr. STATE APPROVED — ASPHALT DIPPED 1:1 BUILDING //% //% //7<>// 1:1 BUILDING ,\ \ \ \ \e\ � I SAWCUT EXISTING���� "` — >> ZONE OF \°����,% �`//� ��'` ZONE OF � PAVEMENT� 24"GO SQUARE 4 OR OR 8 OUTLET INFLUENCE \, /�� INFLUENCE SD LINES OX & 01 C — PLAN klft STORM WAFER CATCH BASF DWG 12" STORM SEWER TO BE BORED PER SCALE: 1" = 20' o PROJ. MAN. DOUG P. . DWN. PAUL G. SCALE NONE 2 AS- BUILT I Gibson Steel Basins o a) SINCE 1972 DATE: )AN. 23, 06 MODEL: MPCBtO 42HB-4&S&8- 4WH 1 o 247 Washington St. Eugene, or. 97401 ply:(54r) 687 _ 8672 fax:344-0207 SECTION K"`K FOR CWS DWG. 010 SEE SHEET 26 E N SCALE: 1" = 5' L/7/2019 F©R CW5 DWG 610 SEE SHEET 27 o FOR CWS DWG 720 SEE SHEET 21 Q Q STORM BORE NOTE NOTE THE STORM SEWER BETWEEN SD MH 018 & SD MH 01C AS—BUILT TLT DRAWINGS INFORMATION IS BASED ON CONTRAC Z, o TO BE BORED PER CWS DWG 610 & CWS STANDARD 7.04. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALLci FOR PIPE BORE SPECIFICATIONS SEE SHEETS 11A & 11B INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE La ck- IN DESIGN AND/OR CONSTRUCTION. J 0 rr ¢ kJ a z 130 130 130 130 . PROPOSED GRADE z OVER PIPE cp EXISTING GRADE # (i) - - - -7\ � � � � � � OVER PIPE x Lu EXISTING GRADE o STOR SEWER TO BE BORED BETWEEN — 1..-- -- � �� � � Y OVER PIPE MANHOLES 01B & 01C 8"X — .— E CRO5 NG WATER ~~ " -` — -- — EX TELEPHONE g N o NO CASING INSTALLED TELEPHONE 8c — -- --7 CROSSING ,N to " �, Ln , ~ 120 40.4 ELECTRIC CROSSINGS--"- 1:— 12D 20 EX 8" WATER w — _ _ _ _ _ _ 120 i fl ' s o ,1 ,4, ., — CROSSING Ex GAS W ; L.F. CROSSING 11 12" ASTM D3034 140.45 L.F. mzdo : : SDR 35 STORM 1 " - _ , o �, ..: %-1.23% STORM — JX HBP£ � _l 18� 81.90 L.F. EX 27.72 L.F. EX 34.77 L.F. <1: '‘'IN, 5 w ~ : -n 12" ASTM D3034 SDR 35 STORM Li12" STORM[ t 12" STORM 1 m 0 9.76% 0.67% 1.07% LEI x @ 1.07% o 8" SAN EX 8" SANLn (75 m Ln o BORE CROSSING CROSSING STD' o �r ai ca 00 0 N. �_ 110 N. ,, �' >n C � 110 110 � J1.'3 110 CD n 3 °°w "'3 V 5 z cri co r o z cc� co — o N �• � �.�T > , 1 r ors r I 0 o cV o cv a ca — o z co c.� ua r z (7 a i__ cn � � x � cn x �v q C,� Z �� UZ � 3 � � tnC] QCVV QcitD C] wX� Q ��� Oap Oi P % � J I II I II U � zz1 � N °� zz c ci $ 1 cV ! II `� ��` s �, E- w ¢ � � I' UCn i m � it ��, 0 � .~i 11 N � a � � � � c.� � C3 / CV 4 I O 0 1 Q II o Q II 5466 m snow '—' `� w'w > > o © o It ll mt�ls C� cn " II II 1— mcn 0 ` P�7 co -1 ¢ V w w Ca-10--, ¢ C'�) ' -r-r O !�� O 7 `� r 'P/ 'Q a co - O• J "j N W H H _ •�^• Imo-, _ (n c'21 II /k (, SOD H 1 � � c � � �¢ a OM0r.- Lc.I > > � mc C7 � [� J7 C}3 � gZ f / CD F + .-.1.., N O -{- N _ O I� z Ca N '"'" CV = 1� Cs Z = U D CC '_' '." • C7, QN CL'i.4 CV (/l CV C� v-- Cn O C� (!3 Q �'- E.E.E e--r rw ,--� C� CD L� r-- Cr) O W r-, r , t--t Q _ j" zoom- _ x + xx ' ' o �_ _ x + x�V CV C7 Q + -{- r-a[V (V cV W O L.L.-1 la I C1 S l -f r- CV IN CV I,' L3J �9 }� 11 / CLASS "B" GRANULAR BEDDING�BACKFILL i cn U o o crVI c� 0 © CC CWS DWG 59a '�� SANITARY SEWER TO BE BORED -- CWS DWG 610 I� CLASS "B" GRANULAR BEDDING/BACKFILL - CWS DWG 590 _ DgN!E1. s EXPIRES'. 12/31/2019 U 3+00 2+00 1+00 0+00 1+00 0+00 SHEET a' SD LINE 01 — PROFILE SD LINE OX — PROFILE $ N VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' OF N HORIZONTAL SCALE: 1" 20' HORIZONTAL SCALE: 1" T 20' 29Lo CITY OF TGARD CASE NO. CUP20100007, SUB2O17-00009, LLA2017-00013 &ADJ2018-00006 un FOR CWS DWG 250 & 260 SEE SHEET 21 I 0 0 in Q 24" 24" g„h 6"0 SD a . Q Z Z INLET PIPE #4's 12" p INSTALL 18R ' o SNOUT OVER / IE=123.00 SPACED -� \ 0.31' CO 122.47 EVENLY 0.50' SWALE O % c !o) � #4OOPI. TRMENT 1S 1 34B0 1S 1 34BD DEPTH DEPTH CI) 0 Q 7 H ORI z. F- �a a@ R 3500 1 S 1 348D �� _ ir CC Q - N - 18" a a 4 3&00 3700 �; q: ? I` r STORM m 0 �I60 SEWER F2.00' 2' SWALE2.00' W CC WQMH SEE SHEET 18 D JFLOW 3" CLR. (TYP.) CO BOTTOM C 16 SD N TES: _ - _! o SD CB 02A OUTLET PIPE 1. CONCRETE TO BE 3,000 PSI (28 DAYS ULTIMATE -_ _-- - __. . ._._. ,... ._ TYPICAL WATER QUALITY SWALE SECTION IE=122.40 STRENGTH, SLUMP OF 2" TO 5" AND 1 1/2" MINUS i .-- ��- _ LL • 122.22 Irrrt AGGREGATE). a SA SD SD ���] NOT TO SCALEH 0,5_ 16" SD 2 ALL REINFORCING STEEL fy =6"60,000 PSI. \ ISD CB O2B _ ct , } in im © I r INLET PIPE 3. FILL AROUND ENDWALLS TO BELOW TOP OF WALL. 0 . / �' IE=122.00 4. BASE OF OUTFALL SHALL BE POURED AGAINST ' 122.32 UNDISTURBED SOIL. C 0„,// / , C 0i I .Q 0 __I IlkHEAD WALL DETAIL0 ) , ���% -�s'a w MH 02a ►-Tl. ( TRACT B 0 y Q N.T.S. 11.E` r - - s, Q \.. . . - . . -- j LOT 12 PLAN �` _ � N CONSTRUCTION NOTES 1S 1 348D © I I FOR SD LINE 04 1 INSTALL BLOCK WALL CATCH BASIN DATA C/) I- 0 / SEE SHEET 17 SD CB 03C GIBSON STEEL T2 F- ..-- NOTE: 7200 / TRACT A SEE DETAIL SHEET 18 z N � INSTALL CONCRETE HEADWALL AROUND 2+97.40 3$.00' L PRIVATE ROAD � M SEE STORM DRAIN PLAN - .SD CB 03C j I 2 STORM PIPE WHERE PIPE CROSSES THRU GRATE ELEV-12fi.81 126.77 W UQ v) • ABOVE FOR PIPE Q / BLOCK WALL- SEE DETAIL THIS SHEET q��'[� W CONFIGURATION I 0 I i I 6 INV OUT-TZ.TJO (S)124.77 C < Gs J _ :W R n �-�- a 11 I 3 INSTALL 8' X 8' X 2' STILLING BASIN 5.75 L.F.5.92 L.F. '� u_ - - � ne - D - -- - - - SD �MH 04B (SEE DETAIL SHEET 21) 6" DIP STORK W N L.. INSTALL 60'= • WQ SWALE PLANTING PLAN SD SD SD s© so ' ) S = 2.36% 27.00% > O Q INSTALL 4 HIGH CHAIN LINK FENCE Q I- W FOR WATER QUALITY SWALE PLANTING PLAN -'SD MH_ 03B I (CWS DWG 740 -- SEE SHEET 21) W.Q. MANHOLE - I [SD TEE 03D �I 0 J (CWS DWG 250) •• . SEE SHEET 20 ;a S S _. - S- � I� d „ • 0 - . - . � • ��� - . - �' 1 II INSTALL 12' WIDE CHAIN LINK GATE a J _ od 60 4 0 �� 't .: - , I O (CWS DWG 740 - SEE SHEET 21) c I).1 la N-- --- FOR SD LINE 04 ` - • SEE SHEET 17 I LOT 13 ® PERMANENT 1" WATER SERVICE cY WQ SWALE CROSS SECTIONS LOT 11 1� FOR WQ POND U Q . • FOR WATER QUALITY CROSS SECTIONS J Q J ,7 16" INLET PIPE SEE SHEET 20 SD LINES 02 & 03 & WATER QUALITY FACILITY - 0 CONSTRUCT 5 WIDE CONCRETE PATH m W F. I. c IE IN 122.G0 PLAN (COT DWG 166 - SEE SHEET 20) �-• 16" OUTLET PIPE 122.3240 I IE OUT=122.40 SCALE: 1" = 20' O CONNECT PATH, STORM LATERAL & SANITARY 122.22 FOR CWS DWG 250, 260, 720 & 730 LATERAL TO CHURCH IMPROVEMENTS. FOR SCALE nI '1 CHURCH IMPROVEMENTS SEE SHEET 19A. 20 o 10 20 ,� __ SEE SHEET 21 ` `� O ° ` 6" INLET PIPE IE IN =123.00 0 CONSTRUCT 10' WIDE ASPHALT MAINTENANCE -I INCH = 20 FEET u_ INSTALL 18R <, , 122.47 PATH PER COT DWG 166 - SEE SHEET 20 :....* . SNOUT OVER } �, OUTFLOW PIPE o a (CWS DWG 260) -4 (D e i w Cr) F o • AS- BULL T _ • SUMP ELEV=1 17.90 140 140 0 . . _ 2/7/201 O f1L SECTION A-A I j a NOTE i w Q 60" WATER QUALITY MANHOLE 0 2 D AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. AU. I I NOT TO SCALE INFORMATION HEREON SHALL BE MELD VERIFIED PRIOR TO USE i IN DESS GN AND/OR CONSTRUCTION. � o 130 _m___ _..__ _ 130 BLOCK I BLOCK 18.57 L.F. C n 7.48 L.F. EXISTING ` RETAINING 6" RETAINING 16" DIP STORM ASTM D3034 MAXIMUM WATER GRADE WALL SDR 35 STORM ELEVATION = 123.97 1' FREEBOAru WALL @I 0.43% 0.31% 0.00% 5 YEAR I L-: L-': 0+08.82 = BEGIN WATER QUALITY SWALE 1+24.92 = ND WATER QUALITY SWALE a ELEV = 121.70 0.50% ELEV = 122.28 E C - - c 3 : :. e130 , 130 120 R E __ 120 a NPROPOSED GRADE ; - I , � � rn aE. rn- OVER PIPE EXISTING GRADE ! - o INSTALL 8 X 8 X 2 co in ® 0 1 1 tT, .}; IT - -_ - E o NSTYLING BASIN oE OVER PIPE c� w > SEA DETAIL SHEET XX Q � '� `� i� �` z z m oo �• � � ��- o I � oo m ? cV] W • Jleg Jl 3 1:5- I o ¢ II cn ¢O co + 1 m co: oaaiait : CD co N �� 59.95 L.F. 0.39% AVG SLOPE 36.00 L.F. m d �-- o z N 12" DIP STORM © 0.17% m ¢ o tic: 12" DIP STORM @fl.�0% o H v C 120 r- ��&NIIQ 120 110 cnam� _ � � � Q o n N - 110 • 1,Z 8" SANITARY p o °Q N o N- F-, 00CN4 o� cv N %r Q. I- " ^ 1 W N N N O Fr) ca N N ti. o CO SEWER I o " ; wok o � N a Ln II o w ao �- r am uo 1-.. MpN ZI W • O2 Q •• V) ZN f1 I OZ c, ZN > N Z--- N ¢ - F-a ,�, -.W- Lc) > up.--ti. n N J �� in Li_i [ � rr] r7 � c> w � o c=' c) Li.. Z OO � N o � C/ L,..1 J (NI � Ln4.tw � O -1 w 1 „ .oo lI If wwc3 � W � Lij `n •o w �t rn I w � z � J }R , Ln141 0 � ,z- O Uz �' N w f m + + LC) inO1- -IJ Jp 1 wm0fl II 1 o "" I C] JJ © II O II I- Q € cn ,- ram __ car•- o II \ Y/pC� � j �Zi O 1 woz z cacao II II h`- I 88 � s- 1- Q N 1- � I- � Qoo � II $cDr,i - 1-1 Z � N`�r• Lf) w > up F ,-� cn cn GV II 0 ¢ I II o I = ¢ •¢ cn few o 466 Cr] a? � � �_ _ LU cv caz O Ca 0 j oJQ oo - wzCD CD cq U-1 Z Z r / .r CO _ �m inw z 8- C- 0nW o r-, ZL� w � oo � a > > a i I .' a., m ' ' �--, +[V = CV = Q W Z:, Z: O O;) ? I ��'► ,--i / •6' Q Go � I U� O � Cfl r � � cfl J w ,w w�w O] O � O > �Z � (n � (f] .-- O O M Cr [p .-- ,." o � + c• - CLASS "B" GRANULAR BEDDING/BACKFILL - o c.i z _ cnCJO � cO [Ar7C76� �_ � ocp �-, ►- � � „ n 1 C' •-" W -1- + + + i--i_ Cam, cD j 3 ,. c� o o (.1 cn o N m c. m co CLASS B GRANULAR BEDDING/BACKFILL - CWS DWG 590 fn, v 1 CWS DWG 590 - l /%► Ill �. 1+20 1+00 0+00 0+00 1+00 2+00 DANEEI.� C E7FIRES: 12/31/2019 U SD LINE 03 - PROFILE SD ONE 02 & WATER QUALITY SWALE - PROFILE SHEET VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' 9 cn HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' 1 OF N I a CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ201$-00006 29 0a _ - I i C 0 un iS 1 348D 1S 1 34BD 1S 1 34BD 0 Z z 3500 3600 3700 La I Z ❑ 0 a re 171- CC .__-- i _____ — ._-- —___..___ _m___ N CO o 130 EXISTING 130 130130 ® � ® _ _ L _ - _ i� ® ®� _ N O `�` i GRADE EXISTING �.. ®�.. .w.�. '. ..m CC N. w GRADE ,„, ,-, I v, s CO CI 1_ Ci) 0 tir ���`. _ t 'G-. ¢ _,d4Ab Ai46 4.Ad4 d4A.db43 4b `$ { v a rt � _,'Y": 0 '�F ` f v 1 `' ,. b { d "F w 4 4 {4A44 d $ N d "F4i :.:-:...L-L : w�■/�� w — �+ ' dA d Ah ® w�/b A k Jro4 A 3 A b 4 4 4 4 d 4 4 4 4 4 4 4 i. E L ~�� ^'�^ ••~ ^` { b { S m A - d "t d C d i 4 d C 3 a b p",. - A b A 4 d 4 A 4 A 4 A 4 } A 4 } 4 A 4 A 4 tRom? i `- b { ddd btb .. MAXIMUM WATER SURFACE = 123.97 -=-2-5 MAXIMUM WATER' SURFACE , ., . 4 A. 4 b 4 b d 4 4. A b > b A- b d 4 _ 4 - 4 f (sa t434 d w !. = aap C }}y{ � YEAR -t. _ ^/ y^�/y r^ ,},T�YEAR A 4 ) ) 44 A 4 A4 A 4 A 4 A 4 A 4 A 4 4 4 A 4 4 4 A /: 1 C C RETAINING - 123.9 " V EAII d d b b R a L a 3 c 8 a 3 T } N 3 a i G r G ..... = 4 d 4 S b -0 b dro4�dpb A 4 A 4 A 4 k A k A 4 A 4 A A $ i[� l 9; >:�k v s@ s o L e 3 e i R 3 a w i T b b d 4 d 4 44b, 1 i� ,1 d , . b , 4�4�4Po4 4 d44ro4 4 Aa4 A&4 d§4bA a ,,, . , 4dA 4 a- , -> 4d4 4d4 WALL �� �RETAINiNG RETAINING : _ b fT O �b b 4 a(/(1F ..,,4b4� .4.4,4 ` d CD -I/ b , dd bd 4AA 1 4 4.. 44Arob.„ *„b�� 4,A,• •Ty .�{ .a a Re m r m r 4 i d ., b 3 T 3 3� r� PROPOSED [ y. . + d 4 P k „ ., bro+ 4 3 4 A 4 vl¢�'b.4 A 4- 4. 4 A 4 4 4 A 4 A b A 4 A 4 4 4 1. 1.0 GRADE k ��._,�_....._.�...�.,,,._.__ S:FF :&4 d4# b¢# :.:...� i4d4Y441-3 k R b{pbmd;4,Aro F4AA44d44ad Ado. '.:.{• 1 ii ,.... 120 ._.�_. _-- - ------ 120 120 k � -_..__ _____ _� 120 -�4 . 4 .r— 4 I 4b d¢' A,q #�p. . $4� A „„, 44b tra I LOT 12 Q U i{45 — d 4 5 gY. ,4y J 4 4 ¢ A f`ftr 4 + T 3 M ro 15' 1 34BD �-' 4AF4 AF44 sF aFa Fi 4d » a rb 4ab4b 4ap 4 + 4 S F �4 -g F -Y F : 4 -: ? "u # -s T �L M TIN F v § FgA 4 F4: A F : 4 4 .�: { 4 4 4 b 4�dro4 d 4�7200 . h i 4bF44Fs F S # "L # "L 4 -4 4 : S W • �o d ¢ F4 - 4F44 �,. ; ji TRACT A 4 4 0+00 1+04 1+25 0+00 1+00 �-�; n. .,. -: : = i,4 4 a I II WATER •UALITY SWALE CROSS SECTION C C WATER QUALITY SWALE CROSS SECTION D—D � nr Ica I I I- VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' - . - . -.-�-- . -- . - . - (9I L VERTICAL SCALE: 1 = 5' HORIZONTAL SCALE: 1" = 20' I Ii ' j Z 6 SD SD SD SD SD I W U 2 d f Z Z -_� s 5 Q b W J O WQ SWALE PLAN _ ;: r 11 > >- � � FOR PLAN VIEW OF THE WATER QUALITY SWALEJ — _ SEE SHEET 19It LOT 11 = 0 1 LOT 13 W W � - l i ^ Z SCALE L.L a 20 0 10 20 WQ SWALE PLANTING PLAN - ~ N 1 INCH = 20 FEET SCALE: 1" = 20' Qo mF LLI D Q E o WQ SWALE IRRIGATION NOTE Q. > WATER QUALITY &c DETENTION POND — PLANTING TABLE a) raH. 10 'm 1. THE IRRIGATION SYSTEM FOR THE WATER o QUALITY SWALE SHALL BECOMPLETELY BURIED "'�, 1 r �` ,AS S A _ k 5 'C .0 - c' "cii" Q °' O .,� TREATMENT AREA o Y o E 7aa SF 6/SF = CD 0 •� I TOTRAM a PLANTS - _ - EE 'E E U m ' '= E E cz -v 4,2cz 00 Plant Communities 0 O ' •• • •. • �' ' Rossi Sedge (Carex rossi) 1,050 Herb Moist Sun Plug 6" Mass a co _<< Slough Sedge (Carex obnupta) 1,050 Herb Moist Sun Plug 6 Mass cn R- COMPAT STERILIZE Creeping Spike Rush (Eleocharis microcarpus) 1,050 Herb Wet Part Plug 6" Mass O a LJ ` AIC - Cn cn Small Fruited Bulrush (Scirpus microcarpus) 1,050 Herb Wet Sun Plug 6" Mass > o - LI U MAN TEN A I CE AC S 4,2©0 k cn a, a, c :44F344{'4 {44'4:. 4 MID SLOPE AREA o "' o cri a. , F{, 4. 3,370 SF 00.05/SF = rii.a cc,42 - a a> cc a r° �, � 6 : 4 4 : 4 : { 169 PLANTS o co m a ? E a 8 'S '= E E "Z5 Q z Plant Communities i cr 71 2 c I C a. E Thimbleberry (rubus parviflorus) 85 Shrub Moist Sun 1 gal. 1.5' Cluster 1- 4' a I ::C ON ` . OF _ 0 Douglas Spiraea (Spiraea douglasii) 84 Shrub Wet Sun 1 gal. 1.5' Cluster 7,, • Tree spacing=sq footage x 0.01;Shrub spacing=sq footage x 0.05;Groundcover= 100%aerial cover ill t - = same area with herb o grass in between. • Single-distribute throughout planting area Cluster group 3 to 7 plants in r ra o o' . _ `,,3 I • Mass=plant densely to forma single stand of that species in a given area. %-41 r Lam.. `i �lll , co a 'MI( 4 �r 11 ALL AREAS OF DISTURBED SOILS ABOVE THE TREATMENT AREA OF THE WATER QUALITY SWALE SHALL BE4. Q :A" `' RESEEDED WITH THE FOLLOWING SEED MIX. THE HYDROSEED APPLICATION RATE SHALL BE 120 POUNDS PER rn N °' E o • i-A ACRE. aN o 0. m rn LI PEDESTRIAN PATH 4 WA' Seed Mix For Mitigation/Enhancement Area: a a o Sunmark Seeds-Supreme Plus Seed Mix: m z o o E c X MOTS . Dwarf Tall Fescue Festuca arundinacea 40% - a F o • Dwarf Perennial Rye Lolium perenne 30% "' °' Q 1 CONCRETE SHALL 3000 P S f AT DAYS, SAC. M€E>.;3 SLUMPRANGE OF 1 1 -�` p. "' E Creeping Red Fescue Festuca rubra 25% - [� C i T . N L.S SHALL SQUARE 3 , DEEP l E AT .. OIN 15 FEET ART Highland Colonial BentgrassAgrostis c p Mans 5% ntgra a i EDGES `:ON 4 SIDE'SAND A:` E A UGH BRUOM FINISH-H "Er}' . FABRIC TO E. A WOVE CEOTE XTf AI `0 ;,OR ;s:PP 'R ED EQ L, N COMPACT AND 'STERILIZE SfiOAI"a o PROpe # ‘k to .. . A C ` R m s_ B u 1 LT ,,,,,5,165 ,,,.„..,, .. ,..e.., A FA : E ; iy,/,,,,‘, .. MAINTENE : E ACCESS ,4 ,, ti„ , ae: DWG, , Mk 034-120 MARCH lanEST BIKE PATH 2/7/2 0/ 941' r„ glum APPRPiik DATE DANIE1- N OTE s AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. SHEET Q FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL — INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE N IN DESIGN AND/OR CONSTRUCTION. 20 OF N 29 C C CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 a: .. in N r I O . _ .. .. . ..1AS- BUILT in 0 2/7/2019 z 0 w I I I0 CO III X 2- clICIZ i-- CONSTRUCTION NOTE (NI�, °_� r,cs 1. t►�a r Iity w sh aver 4ravatecf lled to txa€ r i s l i e fet AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. 0 NCY) 0 i.,.i c2 �' �' Topsoil enieudments- fall b garden compost,not cc»av anti l fertilizer FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 3— topsoil. w c INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE0 {/) - 4 T ▪ zx amendments. COm0 u .-- ii c ;z IN DESIGN AND/OR CONSTRUCTION. r tr . A biodegradable xc si Control T shall fates avert topsoil r€ugltinif the (� — CC < 01 ,.b •N -.- I.]J D JCL Q swaie cross section,fabric shall'be held in place in ace rdarice with the manufacturer's tll -•.,+ m. installation re r Anchor spacing Shalt based on 3 fps fi.ow.over the fabric. �A 5Ecr� F; i - r . ; � � ; .x a.. Treatment area-br:.-den si` matting Gets.ute Plus or other roved equal) tNTERIQR a sl0 s F.M1 ��yy .��ettyy�� LL :.: ♦♦�� aa!!"" SURFACE<CR�FC p,�eepp ,e %�)O�N� H ff S. ArfX•li Agg VisT 1 Si N, WATER vl'1'}§f i G 41 4 u. aF auTi7. (? � 3�G44.1DLuse w+Y,+ ci: b° All other areas-low-density. 'ute mattingc n " orc other-approved ved equal) MINIMUM _. .ofx.NED MY PO.45 3. 2. 3 inches of2,' ,'river Tar-rock steal"be placed-overthe matting evenly throughout the F,3A : MATE P • Y "t c „ ' w< CI len h and width of thc-swale,. STD. 'a>ac �:� s 7 t �a N �, Plant " • _ ROCK RIPRAP z pan Emden, als"s l be placed in accordance with the plan and plant table .shown on ,, _ ------ r } I < approved plate. a �, .,r ;�` ,.es_ . 4� STORM 8' Q _ W_- 877 The water t luv s le r xn nt.�planting be deemed..s€�hs fall complete •. i'' V', A a� p� ��/ �� A PIPE - V +�. i •_ once active green,growth has c urr d to"an average growth of 3 plant dimity m an ( /•...F i t�_. a i3ft111Y1�1 H4 T3 :. kiiF� :TA:f4Atictici:\oRit.w7armsrAwis 04 0. c, aeraa 'o f apprax:G plus t reci mztna 1�lbch plu or eq ivalrrnt)peg s boat. !Alla • 4' s's€ 411111iitlipitatiiir v -..- i ; c X 6. `lhe facility,s�lbae"t� t �bie=to begirtthe Maintenanceperii 1when_Plantgowth �` STEEL, ?w STAINLESS ` CLASS 100 i �.0. • �; d densitymatches the eet's design as Shown cant a the,-approved laras:a all ether :V'i, x PLACES. +r► C. . i. I N - - LaPp p 1�` A - •( ROCK RIPRAP • `� c o; r uir e s v b 4t ter. Ilae a trteer grit r tlte"facilat tca r functiranafa 2 ,- 14,13 # ▪ ; �6 �'`"` accordance with the:: oved lan ded to begin the two-year maintenance e mod. ,•.# allial SECTION B—B LINE WITH C^ r ,1� i. X .1. PLAN VIEW GEOTEXTILE .,! ti- - . t �� � 0-NJ MAINTENANCE s": :. �: "'' �• `d "" L.,, _.,%T FABRIC z 1 Li `' ."_ 6 l R 6 ' w t. the it is r ca ible for t iae o this Bali foa a i of threeH r� xw c� - ,. P years S€CI tt}N A�-A LLI ' . �� _ I . zW+� , following s t nstx€ittion d�ptan of this f fiity'per Chapter 2, CLAMP' f SAIL , j *" I -. ` : 1 "ram-� 2_ [r�eft#rz►is beprovidedpertia irrigation,plriY.a�a�rc�td, - v€ts 7 SELF roar u I - Note: irrigation needs are to be met using a permanent irrigation system with Hunter brand heads and �• .F�4 sTAINLESS STEEL �� ,�*ANCKIn pHILLips 5-12 OR MP, 0 ,,� n £, battery operated controllers. Systems should he wlnterizied during the wet season to assure longevity and east. f "1 On ���� r a y� ., . guard against damage:hro t� g.temperatures.Water source shall beas-shown n the .��� 1111111r, �� — s Vs r i ' . j ¢ c¢ tta ' ¢n approved �r ' % • 3. Engineer Or Owners R�entad�'e is to visita .evaluate the site a zni11iaxt. 1 of twice '� O _� CLASS 100 CC .SL3 ryai,i •�h1 ` 71.0. i1, - " �.- � � -E �z �� annually( pring•and-pall).-The landscaping ."all be evaluated and rep/anted as necessary tiCTFS: ROCK RIPRAP Q F _ i� s ¢ ei.yr 1.8 . ` t. CONNECTNG 9 tpE AND: -T E SMALL BE '4". 6.„ Off al. -AWN, C:-90 pfi, Asia 4034 Pvc AND i --- .,� s-J vT. _ i •• z c o- t+ errs a minimum.of Survival r of it required vegetation and tli�aerial 2 D � i �, okE Si•E LAR �z"THAN E €f E ENiNG. SECTION A—A LINE WITH �,x .. coverage. Non-naimvo,,.invasrve plant species shall.be removed whc n.oc upyzng more than 2.- r t Xi �im , "t k" orTivl l .Sliaa, p - '' r iAt `E . GEOTEXTI LE l ..r -- • t ci C..Q •r 5. sTRooTuRts s' ALL 01:4-3f .TO, STANDARD;i RAt'0";Nv^ NO. 390 OUCH If4L ET, ..� 3 ,.. ): `� a- -- - W'S c z'' 20%of the site. 4. FRAME AND CRATE HALL ociNr 1uf TO S '{AND kRI) ORAWINO NO, 40-0. DITCH INLET FRAME FABRIC I ` w I `� fil"c ; -, �.. 4. `'he facility shall be re-excavated-and planted if siltation greater than 3 Inches in depth A : i RATE, s;,Li X'- to v_ PLA3 MD-WOE SHALL . E SECURE): FL1,614, AA.;Na. Y,+a. Ct STRUMRE AS APPRO C. """ st occurs within the two-y maintenance period., ROCK RIPRAP STILLING BASIN ce w i �i , r. 0:- z tr 6, VA1NTAIi AN E ACCESS REQdIREO TO WITHIN 10' OF C£NTIR OF BO' STRUCTURES- 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION ).17. NOT TO SCALE CO VA— QUALITY SEAL k. eaz>�V�r WATER QUALITY T1r S ALE CONSTRUCTION MAINTENANCE NOTES Cl��ir � OUTFLOW CONTROL �.. r Om c is of . -oo ten 4 r. STRUCTURE Ceara' S� O? r Wf3 G 'f+I - Rtv-a •o DETAIL, NO, 7Iu REVISED 12--06.. RE MOO II—o6 inYan�itmeutisdeax. i DRAWING NO. 720 • it ei . ......... ......... ....................................... ... . . . . .. .. . . .. .. _........... ..................... ... .... ... . r _ O it i • ca 1 � - oo �$;T �CYriAiL U S b 4 lr r: • i .h �4 R • • • • q 'e a v • .'Ati A6.' ST Q,7F� F"' 4f3 ,.•�� ;: ��-: . r r iarcrrr a . � s ;t0 G A s c el �_ c `fir C . $ w:. t.:rn, � ,�. ,smicri..E l ,APP CB. .F3RFt°i Off- A3LV V) 0 ;<s e-- �s�i•�s�% ;�Sx STANDARD 4?�"$•AiL.#4 R r r; ti n . t'�:F - r.41.Ati..In 5.�ALL E,r`X*4"Tc`�t=ALU-1t'� 111 -a E a s' rn . QF?�?t E RIKS 2,n A', `81 SLOT §1A1,L k',. !SLA re TO BE LiCkt COPLLT N t n' C o f Z tof. 3, �L :W- C31 O, 'i"xS €;E14'£R�'n ��`"",- PLATE ND (iso TO i= MA dt)FACT-4, lafl c� to �_ : ,, "'S•,, S' 3FL1 N'U` U'T'" F Z J ,, PAV �a40T AC1..fyS Fb- w, moo. WIllailii m L= >zr Q a, t r '.;"4' , U } ' .h f \ ' r '. SrelW :n. FL - i )r t I -s ( I 0111,14 •• -4 4 � c01�C3.1W p1 T�£y}yll* i ;3Ft ,.�K�y¢�..' 1,,-,a ti `S] c�ae �' ¢ �_ I /¢� , • }-y *� �y �Y �c f AsTI b c a a Ar ,Pilot . ry1' ...... Q 11 ; i ,,WW E v j V r G. +„���,J: / r �," tv,itiasn5�rs :er s - F- 'S - `¢ „.r i, 1 . ti-`.tl:\�.^.Lta�p!? i '�' �`yi fTic'ir'35JdwCa Uc asr` .a � s * _..._-�r _ , fit, g1 .ttP�l L O 1- # . , e.- a •3 Z a, • y r i • �. i. x . INLET INLET AND OLFTLET€I It 71:1 N.,.F' f de>a ORIFICE SIZE = 6" 1-- # u S :•:,r,; ':'a:f.^•ov:+ S�>".i}. \at0.`�' .sw �.* �S} ' t f9 ° 111�. 1 �`�ii Mt ,c �? � f' ice;t i:� t. `, °�:•*•''?. W� r-- ORIFICE DIV = 122• .40 C'�- c =� 7*- [� „�Gh,�: v:;;<}`;;::::ti.�:.Y,'F' +� f l �f' • `• '14•* i taa • + 73€X'ti= . z r e.� !..►'+ .: ?Rcho r spEo +L. ow, �sxs = cat. �" �h3 u' RT € I>7 Tb -'"-"._". t� kf 4t kp F? Q k��r g ,!:::.!,,,,,,,,:4; 111dY' F+t [ fUiT1tE Fa L� ai e`^Sk • • ..f5�-- T�- Sri.4>!!'.5- r D�va daay _� 44.A.; . `� .i m .. r' i r r 4 • v" S3 'tlWiTSOL ,izA i 6 - < . ''' o `�"' TFcKr�E 41 a a a O ea ) •�ti ♦. ••• e 7 Nft N 4�3i ix m ° c- , i ., .• .•+. � • ftd c t1�CL- AY "+�SKB€ ARAM Sa sh curl yt ?q3 a fa• u i d ` ' ti • , 4. :t4 ?.it Lo,g¢ U r: 5 4 1040 ; �' �i�` POE Ills } • i/'3 .Yl4. 76� WIDE I - -c -a -,fie Z ` nIlirwrlirrMiK � fl P co Q 2 y `a W i Y' i s "SIT air*65R$5 , +ii , 1404: x�" Es L ,GRATE fE o . - c a s L� ° , in ; i R L #S "al FcAIG. � AiTFbf i §Si rIF 1y j I� ?�3.L i?7 a" EATEN'pAFIF?C AN TOt L l *Y.1TY. `i-, �'oRits.st (.._w f , o.r f ''�+`A "a. � Ft�`er`� 'M- t YiF1' �,cf6qry}yr w �.�..-.�m.M... _ i N Q e� in ur�� rx i e ♦ s rn .. is c. • +;` �# �� tst tdl?: r �E S ati€rT vJl�JtiAi ' CT) • N .a • %" .FIT. Ag RR . f �. y' Z ,r •°s :}`::�:.. e i; ��a4,:. 9 -5TrtAfiW3 EF 3 pttr01 Ric, 111i.. • i � . 0 0 I ® R •G� 'ry ;:o✓:Jv ; .. i r. 1;kf f;RF Ct: {003,434-347.1 OVA- t t d C9 'n rP �^. r ? : „ N ›, . 3 rS a.�k" "t416 t, ti -), r•� I P 3 T c sa ^� 1 ---T " < *+ , CF r r.L§ A 4 f�3 Rom+ t s `a tea. -.: ,�� ' N14 Y F5a i 4 t,x.:... w€ ' ,rya%k�emr� &"` 0 O _ fOlif Ilk nva; mufti ~ wL'. Cr', -:# ! t s d s t(y Lf) C7� u n i F t. d Po ��. 9L; i4�77i "TE [ k # :t£t tE C "!i- "'3'TFF h�Ll�]T F3 J m _ .. i `'`�a '� 4t �;'�sr. 't ,iC �. 1 , ciAT ---cAtt13 "ri'pi' tTH 4,-i4fif: 4` r ;- FAT Tf 1c1(NES.., i , ¢ J X 3 O s a ' °� a obi w 'J. ALL •v �Ei " Ska-,1Z. ZsiF' EV,ViT „A,*4TER`i ° ACCE'. c T., A mal.rsyl 4Yz F"i iE,. i1\-•,c1,f_il' , r- li 3 O- �•4i • s i . ; D-AN'ANT?-,s#EFihY NT. S,ItkA4A L MF.'-Z t 1CLIR TUIN 2 .'b ', , s - X'74R tic ":. •i' I t RS A C OTE�PI ' It- .sI s 6.� * ' �'' ss 1:�i :} 4TICl4 fr D- ,' �4rt� :8 4 rLa' i : il: N. ,s. Lsia La rn& .:_ �n 4i x f' 'rI".a r ALIT. FfiAf _ Y t F £ �" s>d ,ws�"r "w..fi: .i�: �!$ „�+�Mrcy �,i y 3 'AEI.3Q Ft3 -S,"1'ECD470aL1@? " F.S' M>�i:•;�"i.'. �F y Pig ��t 1 ` � E U F VOLUME 4 EL _ 1 : 1" 'CT1 YY .I r':si.U..t,*Tiff 44-1 fit. R.11 )4 flt'.5i:1 DF" FS' FFt'`,.!t4 # 'r£izP, - ..,. I I l • cx . . § i'AS�+►'�l i�' "+t�0�$*�x a: `�j r WNW:, � #i 6-i.407 i r` 'W Hit,t,.L. t TE4D ASDvE HIk.mL ai N4AI+#4,im-pw 3, AIL, A ximp,t.w _ t� �i a `d?" ,� • r,,, , • 7i T AUR ACC BF T`r `S -)aa"i R} T O' "�al *ALL .TE °NI :a f • ir u7 .2 .t' ,,. ,5, "-� it RE i€d.€ .T,+Ni..F RV�',lLs.; _ __, , mt).-F C 'L 5E I $AL ••WI ELATE WOE EHA=a FiT STOP N_ 9 s t it+ r ?r r r � aJr I; ,' s �a?C P^de f 001'ICM �1,0SS,SCL .. ,, x -.- ..,- £ :-r _r . � a' :ram € H .- v' Tr � € T xir .. o' stAz> � a lei ur I 8 .. µ:me, ...,... -Fib: ,4 ail 4iL 1 kT-, t9-'A U Ut4, "Co1 4Cl f >cS t W ank TU ' 'LMk PR( �`'' 5 i 61' i �, . " r "' a I • I Ott "� r: uD vir, AZ" i" S;iF3Pt: i i` -4** `13 '+ i al A Ar. a gY % .t t 3 r -4.. CI l N$ ir ' . Mt g. SF #,TAP " £#(r"fYE - ., 't1 (€ F Lt tiFTt AF' l�GhG3; m CO r� -. g ?t: : 4 'fie�}:'*m.f.:�� wa0 y z lit.£ i+}t l 74Q , i $ 'iT b # �tVl$R i A!? �4 tf F}i1 2.. " * 5!?ltih3. SPACER T{ :UI{ETCI-I FIAT_0-JI7E t rig y1� -.c..w`v = ..3.- 4.0 f4'VitR.'V IT X•1- ST`AtNL S S9'r""E`L �.°. -_ 1"� 3`rt5ii�t F [�,:tiiSilG o r I rr s c r r FAA. I. EiimEN9CiNs, NOM, MAMMAL y , a ^,3 4i{ff�0, -n A - - aHLC STEEL.-4It T5 8 T. "+ iVrni A Nxt1 'Mil' SAL. 4,6 a 1 _ WATERIT' WATER QUALITY cOgNIE1- i Cf- AIN I s ORIFICE PLATE s ,z , za,a MANHOLE (SNOUT) DOE NOT . ��' " AND �, L I L_, # -tar . Ow ti*:ar F 4a.it et. f [eo eat'a rl�t, *sir cco ilmaiaf s'e+ u. ; � AWF, t� ,.a;,=- 2. p, DRAWING' a r�k+r# i 7 2 {�EvISLx3 ; - a r aaa art �Ie�z. SHEET a ! RAW G- NO. 740 R£vIS£R 12-as I . .. , _ - ., e -. .a .-.._.�.-. ._- . . £ AWtt4 NO,,, 730 ., • 2I F. OF in 2� IO Q CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 _ u, N O AS- BUILT n 7 O 0 L h- �` 4�� I 1S 1 34BD i �S 34BD 1S 1 34BD 2 7 2019 z ❑ W I 1S 1 34BD / / " � 3500 I [ 3600 3700 I 11700 0 CO LU ' �-CHAINLOCK TREE TIES cm I NOTE � u) 0M � -.....4.,,,,.... (OR AS APPROVED) I AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, "" - w I L.. �_ i L ..�... M.... .. ...._... - i...., .. .-.....-_ ..m. ....... «..�. ...,... ..�, - ----J FIELD SURVEY, AND RELD INSPECTOR GATHERED DATA. ALL j N. I- E 2" x 2' D.F. STAKES © INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE CO ❑ H CO ❑ 2/3 HT., OF TREE X X X X 3 ,, I IN DESIGN AND/OR CONSTRUCTION. CC (n 0 r CC 8'-0" MAX CROWN OF ROOTBALL TO BE '' TRACT W 0 J Q < 2" ABOVE FINISHED GRADE 3 � CC 2" MOUND FOR WATER B'SIN _ JJ// !Il it ' —I o�`��p���,.--. ���������1 N����N 2 1/2" BARK MULIH // — . . .... u : i O III:ElIIIII ; FINISH GRADE 1\L� -- = if, STREET LIGHTING Cl) ` _ _0 I BACKFILL SOIL MIXTURE L, VT �\ j %i II LOT12 1s 1 34BD CONSTRUCTION NOTES i i--I I m-----i WITH FERTILIZER O 11600 � '� I � � 0 INSTALL STREET LIGHT Q _ » 2 to 2 1/2 x EXISTING SUBGRADE � U 1 6 MIN. --� PER SHEET EL1 ROOTBALL _ - i I i O REPLACE EXISTING STREET fit: LIGHT ON EXISTING POLE '` �y I PER SHEET EL1 n STREET TREE PLANTING DETAIL - • (.9N.T.S. \N. ec*...._...„.. ., Lik_. , . . -..... ;.,,, 42, 1s 7 34BD 0 1, :• irf STREET SIGNAGE & STRIPING Z 7200 I 1 1S 1 34BD . CONSTRUCTION NOTES LJJ 1- od LOT 11 I fb 0 LOT 13 11500 V) • AO INSTALL CENTERLINE MONUMENT BOX W W STREET TREE CONSTRUCTION NOTES © 1 1 COT DWG 170 - SEE SHEET 23 > LLi Z 14 OW °C . 4 a ® INSTALL TYPE "B" (LEFT TURN LANE) STRIPING �.,�, F-- OA INSTALL 1 1/2" MINIMUM CALIPER '$ WACO DWG 6110 - SEE SHEET 23 CC (9 T RAYWOOD ASH (FRAXINUS OXYCARPA "RAYWOOD") O 12+32.35 6.13'R a` �.,. -L. (ACERO BEGIN TYPE "8" STRIPE G_ Z W OR HEDGE MAPLE CAMPESTRE) I a 1 Q 47 TOTAL ; 0 I Q 0 n ce rJ Q ¢ O11+79.84 6.111R r , I. BEGIN TYPE "B" STRIPE U (/) I W Frc A LOT 14 1S11400 D E INSTALL TYPE "E" (STOP BAR) STRIPE I— W Q O WACO DWG 6110 - SEE SHEET 23 W (e E I W 1 ,, LOT 10 e' 12+90.93 17.04'L b Q ;. .. A F END BIKE LANE STRIPE o 1 O 11+26.98 V) END TYPE N STRIPE 5 EN 6 Q O 10 1S 34BD O `' O 11+32.78 0 I oil. 7200 A END TYPE "N" STRIPE 1.2 12+67.47 v J „ 0 END TYPE N � � STRIPE a i 1S 1 34BD ( 13+06.71 o Q I 0 11300 ``1 END TYPE "N" STRIPE i I 0ti LOT 15 JO INSTALL SIDEWALK BARRICADE o © I COT DWG 192 - SEE SHEET 25 0 l 0 LOT 6 LOT 7 LOT 8 LOT 9 O 0 SCALE O INSTALL STREET BARRICADE AL 30 0 15 30 COT DWG 192 - SEE SHEET 25 eL NW O 0Inminiiiiiiimml 0 INSTALL TYPE "N" (MEDIAN) STRIPE cnr- e < 1 INCH = 3o FEET Ir * ciat-) WACO DWG 6110 - SEE SHEET 23 , Low I I _ - `� L. — - _ \� O 12+05.76 17.22'L I kill' 0 - - - -- - -� - - - 0 1 D I It� �� END BIKE LAN11200 E STRIPE S S 1 34B m bra � `m 1' _!/. v _ 12+32.42 \� - � 1 O END TYPE "N„ STRIPE P; O 0 Q SW SUMMERBROOK LANE '.. 0 INSTALL STAGGERED CONTINENTAL I- W - - - - - - - - - — - CROSSWALK TYPE V STRIPE • I = WACO DWG 6110 - SEE SHEET 23 �° a o NZ ry 0 0 - � W I� a a 0 2 . :. Lu 0 '''''144.' ' ' AMR ' ' ° ° - ' '' 1. . ' * ' - ' ' 4, ' ., . , '4 - ,. : ., . . 4 , it ( 0 ' SIGNAGE LEGEND m z Q -•1. et. NIF 0 1Aga4 Lu 6-49°1 LL¢ qE � x 3 D ` I 1 S 1 34BD SW Summerbrook Ln SW 121 ST Ave SW 119TM Ave 00 I ' > , . 11100 ©'' ID LOT 4 „_ _ LOT 1 LOT 3 /,� STREET NAME SIGN STREET NAME SIGN STREET NAME SIGN co 0 E E . LOT 2 LOT 5 W 2 24" x 7„ 24„ x 7„ 24„ x 7„ cn I 4 itiO~1 2 SIDED 2 SIDED 2 SIDED N O 2 TOTAL O 1 TOTAL O 1 TOTAL O N ., . . '^ rc,„ ,.... 0 ' No NO PARKING No NO PARKING NO NO PARKING ,rR. --- cir I 1 SIGN PARKINGSIGN R7-1PARKING SIGN _ C. o1"F R - er MUTCD R7-1 MUTCD MUTCD R7 1 5465 cn ANY ANY ANY r TIME ' TIMETIME 0 . \ 0 ; 82TOTA$ 22TOTAL " 2 TOXT A 8 n 1412 E i o O o 1S 1 34CA 1S 1 34CA �'PjC' t' tt,2 Qom`' i 1S 1 34CA 1S 1 34CA iS 1 34CA D 7700 616 615 .. 510 535 „ �N�E1- 3 g a6 ;: MUTCD R1�li ` l EXPIRES: 12/31/2019 u. STOPw30" X 30" SHEET a SIGNAGE, STRIPING, STREET TREE & STREET LIGHTING PLAN e . �nl 1 TOTAL ..., SCALE: 1" = 30' O OF N sT 29to Q CITY OF TIGARD CASE NO. CUP201 7-00007, SUB201 7-00009, LLA201 7-00013 &ADJ201 8-00006 r In o �� 20' 0 �_. 0 C -,.s' NOTES: in 92•..r ..«- 12' 12 t...- -,,- 1.-12' CENTER IN O 12" .O -2' ._,...w..., *ENTER IN TURN LANE " ..-- * I .5" /.}1� 1.LOCATE STOP BARS lIT BACK OF THE EXTENDED FOG LINE, LL Cil ZOPTIONAL-' ' URN LANE '�� �� 6'MIN.!�10'MAX. t2,. EDGE OF PAVEMENT,OR CURB FACE.VERIFY SIGHT DISTANCE, r a OPTIONAL - I6 5'� - j[4p" S` MIN O -"-VARIES-.• IS' BEGINNING 1 �"' l 2.LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR I- OF FULL WIDTH 1 f 5'BACK OF EXTENDED FOGLINE,EDGE OF PAVEMENT OR Q U BEGINNING OF FULL LANE WIDTH VARIES--A, 15` f1 B" (TYP.) CURB FACE. '' " 7 t OF TURN LANE I �. L _) I 3.REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED :. .."....... O RIGHT TURN LANE MARKINGS-ELONGATED ARROWS S LL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mil CROSSWALK-CROSSWALK SHALL SE 120 mil WHITE 25' 35' M IN THE FIELD.STRIPING SHALL BE REMOVED AS DIRECTED ` O I I , W 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MA-ERIAL, WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL,SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. BY THE ENGINEER, �.;., '. :. _ coCL ;k d SEE 000T DETAIL.USE ADDITIONAL ARROW AT THE MI POINT �"' `V wC DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN SEE NOTE 2. NARROW RAILROAD CROSSING-LEGEND SHALL BE 120 mil WHITE „. _ '- 0 d'" i 0 4.ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL �.i. WHEN THE TURN LANE IS OVER 400 FT. LANE IS OVER 40D FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL SEE NOTE 8. '„ �'- ;.?° - d ° co co IX BE INSTALLED AS PER SECTION 00850 OF THE OREGON -_. „ti�.,;,:-., ,r - r t STANDARD SPECIFICATIONS FOR HWY.CONSTUCTION. r''''" :. N MIN.3 PLACED ON TOPx�^° �''. 0 ® 20' I.,... 1� 20' �_/ ,y -,- O - 24°" 5,ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST `� `T'. "' +" ; T I-- '� I / OF CURS @ 2'SPACINGy',„� -"'"�. .,,, ,?� .dl� 1 "' W CENTER IN 24"� 12" �( _ "` Q"-'- CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 'esy ,�. :;- - ;,:. •;.. "" '' CO.. '..,r@�. =" TURN LANE .�1.. 9 {--40'--I ^- A .�4.� "'*:,. ' � , t' ,:--, `�,„,-,' ::,,,, ,, • CO V) 0 12.MIN OPTIONAL/ lF$P� Ig -.-4" 8 SPECIFICATIONS ARE AVAILABLE FROM: ; ""' -v`" e. `: �� °- ,-;.:�"- ^°' H j/�' � 0 ENGINEER OF MATERIALS AND RESEARCH "� .. ,$ CC T 38" O PA ° f BEGINNING • l CC Ca O CC 1illmlur � -VARIES---•- 1S' ......0E FULL WIDTH T I A'a� A HWY.MATERIALS LABORATORY . T -RAISED MEDIAN t :.,.: ..��• ... I. .. e.%'` ,,., W OF TURN LANE 4 YIELD SIGN PAVMT. 600 AIRPORT ROAD SE. R O ARKER 1803)9 -3 973,{) ... 'P ':,t'�` �' ';,,". .� �// 1./ THRU AND TURN LANE MARKINGS-ELONGATED TURN AND THRU • ��, ® Ig 4'YELLOW (509)886-3,00 .. ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT E J#STOP HERE BI-DIRECTIONAL TYPE I STRIPE g,THE ENGINEER MUST OBTAIN AUTHORIZATION FOR � �` ^�.:1- C �/FFORR2 ED SIGN ����JJ A A _ ,,,,,,' i'°,,, G STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC P,-EMENT MARKING MATERIAL,SEE ODOT DETAIL.USE ADDrr1ONALARROW L JI YELLOW MARKERS fTYP.) PLACEMENT OF"RAILROAD CROSSING"MARKINGS PRIOR TO ���"� r /-,d- ,,)MARKING MATERIAL SEE NOTE 3- AT THE MID POINT WHEN THE TURN LANE IS OVER 400 FT. RAISED MEDIAN STRIPE-4"YELLOW LINE WITH 4"YELLOW PLAN APPROVAL.AUTHORIZATION SHALL BE OBTAINED FROM r _ �; �x}' • '°' F^"' { -°"`""" ' f TYPICAL YIELD LANE-THERMOPLASTIC INSTALLATION- SI-DIRECTIONAL TYPE I REFLECTORS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY k,,„,+"'"` 1' - ,` } �. v D 0 I- 1.._ /-� TRAFFIC ENGINEERING. L.A. "-73 "A"'" '^ O o O M THR[I TRAFFIC SIDE - t L,' O ..... < .�_ `' - ,e-..,` i r' , V J X 20• 2.6' `..J 7.FOR SCHOOL ZONE STENCILS,USE 000T DETAIL'SCHOOL'& �° I- *---- -VARIES I 'TO 2$") 40' 40 -' 'X-ING',AS NEEDED,IN 120 mil WHITE THERMOPLASTIC 4- L C) 20' } 2"SPACE m m -' 1 O'I--- 115'I+- PAVEMENT MARKING MATERIAL.VERIFY LOCATIONS& (0 - �i J -+�-THRU TRAFFIC SIDE ��_ ` ,4�, $„ 1� - STENCILS WITH COUNTY TRAFFIC ENGINEERING.WHEN BOTH j # ARE USED,SPACING IS 32 FEET- ` ""SPACE CD ID 4,-1 III f \ ` �~g Q- ��.,. CE) m-T' ED.--_--�r 7 3 #42"MAX.��Q THRU TRAFFIC SIDE""�' 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN MON UM� & COVER ' ` I-20'-.-1--20',-I 4" T 4° m t m V T i 4"SPACE r THE URBAN GROWTH BOUNDARY_ 4" �2"SPACE THRU TRAFFIC SIDE-"- 1 2""� 9.FOR DIAGONAL MARKERS,USE'PREMARK IN-LANE RUMBLE ----11"w 1"i-._ BARS"BY FLINT TRADING INC.,OR EQUIVALENT. Z MEDIAN NOSE-TWO 4'YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS-4"YELLOW OR T'NO WAY LEFT TURN STRIPE-4"YELLOW LINES WITH 4"YELLOW W o TURN LANE LINE-8"WHITE LINE WITH 4°WHITE YELLOW TYPE I REFLECTORS. IF TOTAL WIDTH BETWEEN STRIPES WHITE R43MRLF BARS, 112"THICK BAS BI-DIRECTIONAL TYPE I REFLECTORS. USE ELONGATED ARROWS ff� MONO-DIRECTIONAL TYPE I REFLECTORS. 1"THICK BAR V IS LESS THAN 16"THEN INSTALL ONLY ONE LINE OF REFLECTORS. CENTER BETWEEN LANE LINES. A-A FOR LEFT TURN ARROWS. X SUBSCRIPT FOR PAVEMENT MARKING W ¢ " [��7 " DENOTES COLOR, (Y)YELLOW OR "^� O ® ®X (WI WHITE. U, 2"SPACE 46' ---�_4I}• 4"SPACE * LANE MARKING DIMENSION LOCATION Z ,. MONUMENT BOXES TO _ E CST IF - 40' 1 40' VARIES * !' *--}1 O'}-�- 40' 40' r.4., * fff AT OF STRIPING UNLESS NOTED I I EDGEQFFAVEM PAVEMENT - m min OTHERWISE © AL SUITABLE LE FOR HE E TRAFFIC ^--I� m I! En .. El - }-# e - } # F-4' I"- N LOADING: . 1 1 SUPPLIED# LIE Y1: .H tTHRU TRAFFIC SIDE �- Lq"SPACE THRUTRAFFICSIDE - • 4„ 4"1 "SPACE CO r 15' SPACING TYP. . r cws EAST ,JO DAN IRON WORKS, INC. Z J SPOKEN CENTER LINE-4"YELLOW LINE WITH 4"YELLO MEDIAN STRIPE-TWO 4"YELLOW LINES WITH 4"YELLOW EDGE LINE-4"YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES-TWO 4'YELLOW LINES WITH 4'YELLOW P ART N-4,J°X.t1 ER AVE 0. W W BI-DIRECTIONAL TYPE REFLECTORS. BI-DIRECTIONAL TYPE I REFLECTORS. RI-DIRECTIONAL TYPE I REFLECTORS. 1 A 7 STATEAVE 2 ( ' ] � Q MAR b LLE WA ,q d"1' v 1:✓ TRAFFIC F OW ® ® 0 `a W �> 6 )651- ' 44 W < 'N CO I g Ii 1a' ^- 30' 10' �." Q I_ 6' -1 [-VARIES * W M s 6' s' _. 1 SALES REP: ,- 2 z w I 4'-S'MIN ....! t..--6,-*-1y I-�6'-.-i ° 1 I rI,... # _r CL* ---i y 1-.- _"..I 2'E.-- I I _c -12 - 2`F- -I 5" �+rrr�r� I � 40" W. 2 1 LI lATI` TYP T APPROVED I. 0 LJ EIY THE CITY "ENGINEERN-G DEPARTMENT. TRAFFIC F OW BIKE LANE LINE-8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WH#TE OR Tt LL BIKE LANE DOTTED LINE-8"WHITE LINE. YELLOW LINE_WIDTH AND COLOR SAME AS LINE BEING EXTENDED. BICYCLE LANE MARKING-SHALL BE 90 and WHITE PREFORMED HI3H } - ,.. APPROVED-:. _ .L� L.; I FI " :I.€ `�. . IEL LANE LINE-4"WHITE LANE WITH 4"WHITE MONO-DIRECT ONAL - SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. z _ I L SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING TYPE I REFLECTORS. MATERIALS. a iffil - p z [ 't �ET .T BE N DEEPER: THAN '� BELOW I..L.I {FT.UTPG MAX. S SAe SPACING @ ° z U FINISH. GRADE, um!Q VARIES MISS WHEEL TRACKS) VARIES ZO O O d- i-- Hi 1,--24 IN1 C) zaz ' U CSC Cle Illy 5'MIN I- .fib�< '.b'.'.P�J 46� � { I D'_'fly� \ yo"�. ," 3a toQz .0: MVO i - - Ar I 2'MIN { CID V) P� 81,. I 8,,.3 9 n 1-LL II O S.7 - - IV FT.t6 FT MIN.) 40, `I ;p �V I : TItY t r N SCALE D STAGGERED CDNTNENTAL CROSSWALK-SHALL BE 12E3. II WHITE _ ¢Q R,I"..a$$sN MIC11AFL A,. , O ,,:°K:E... -BIKE LANE ONE 8°WHITE LINE&ONE 4'WHITE LINE WITH A .-» ... ... CL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. B°WHITE 45'DIAGONAL LINE AT 40'INTERVALS - x �: . "" °'•"T? CITY"ENEE ._.. NUMENT 04- - R o¢ VSO. I a..U ED D ' s JAI+ Al 20 t:370 ; k -'74a7 APPROVAL DATE MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER EIGHTS ON STREET NAME SIGNS MUTCD TABLE 2C 2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS Recommended Minimum Letter Height Type Of Mounting Type Of Street Or Highway Speed Limit B€a k Height Initial Upper Case Lower Case Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height Initial Upper Case Lower Case AB UIL TOverhead Alt Types AIi Speed Lim€ts 24 nchss 12 lnches° 9 tnohes * Overhead All Types AI!Speed Limits 24 inches 12 Inches** 9 lncheInches- 0 ~ a Post Mounted Multi-Lane More Than 40 MPH 18 inches 8 Inches 6 Inches Post Mounted Multi-Lane . More Than 40 MPH 18 Inches 8 Inches 6 inches CT Q 2/7/2019 z , Post Mounted Multi-Lane Less Than 40 MPH 1.Inches 6 Inches 4.5 inches Post Mounted Mufti-Lane Less Than 40 MPH 12 inches 6 Inches 4.5 Inches CD C3 m N OTE Post Mounted 2-Lane All Speed Limits 1.Inches* 6 Inches" 4.5 Inches* Post Mounted 2-Lane All Speed Limits 12 Inches* 6 Inches* 4.5 Inches" � � Li_I I. *On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank th "On local 2-Lane Streets With Speed Limits of 25 MPH or Less,7'Blank With AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, (- o 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL a "*For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Litter Heights Yield Sign Sizes "For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE L` Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Lotto May Be Used. Longer Than 12'In Length,8'initial Upper-Case with 6"Lower-Case Letters May Be Used. IN DESIGN AND/OR CONSTRUCTION. I 1 1 w a I 1.5"r 2• F- Ll 4" ' SW Taylor St 3 2i. 1)Street Name Signs: 4" d SW Taylor St 3'I r I)Street Name Signs: # 2" t2.5' 1 A)It is the contractors re •• sibility to verity thee final street names with the County Survey Office t 1.5" }2" I A)it is the contractors responsibility to verify the final street names with the County Survey Office F W�I f at(503)846 8723 before arrering and installing street name signs. } 1 J t at(503)846-8723 before ordering and installing street name signs. Q h 2' ei B)Street name signs for cr•.s streets shall be designed to the standard for the road approaching th 2" B Street name signs for cross streets shall be designed to the standard for the road approaching I- SW 90 Ave sw �Q Ave r ) pP o LO I I the cross street. t the cross street. = a C)Use flat blade aluminum,ianks. C)Use fiat blade aluminum blanks. (-) 1 i D)Post mounted street nam-signs shall be Iwo(2)sided,without borders and be installed on top 1 1 0)Post mounted street name signs shall be two(2)sided,without borders and be installed on top Z 14' ! of post with special Week-A 1 3" - J 4° f of post with special brackets. CT 6" SW St 4"1 i2" E Overhead street name si•ns shall be one 1 sided and be installed with Peico brackets or 6" 4" 12 t- 3#° } Taylor Or J {) S Taylor St 1 E)Overhead street name signs shaft be one(1)sided and be installed with Pete brackets or 1 j t 4' i equivalent banding type adj stable brackets. f -3' • 1 4" f equivalent banding type adjustable brackets. 43 F)Prefixes shall be used for all street name signs. J ±1 f F)Prefixes shall be used for all street name signs. rit SW 94 th Ave 3 12' Prefixes:all upper c.se letters t 1z° O S ] �I� AveAiJe # Prefixes:all upper case letters 0 i,J to Q Suffixes:upper and .war case letters 1 Suffixes:upper and lower case letters < Superscript for num-tidal street names:all lower case letters Superscript for numerical street names;all lower case letters co 1 C)All street name sign text,-xluding superscript,shall be center justified. -- -1 s° G)Aii street name sign text exluding superscript shall be center justified. o TN TN E Co 1 s s" 4 1 5, H)Common abbreviations: se MUTCD table 1A-1,with these exceptions: f H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: rn 8 w 6° I S Taylor St s"# i�" Ave=Avenue; L - Wye-Wayp w m cm I. 5" J 16" p- oop; Lnet"ane, $" S Taylor S s° te° 00 0� LLI # 1 } f 1 f Ave=Avenue; Lp=Loop; Ln=Lane; Wye-Way o C ic S�e� { Avef SW [] th Avef h cn V V y�"O L� A 9" i8" 90 A 4° 18° . ''' o O o N Typical Street Name I i Typical Street Name 0 C Sign Installation ForA Sign Installation For "I z LO Isi E --'9 Sign Tree vs 9Sign Tree v3 no o-..- m _. 11,,,,,.. Arterial Intersections. o Arterial Intersections. n - o c c ¢ L> x 3 A Typical Street Name Sign g T picas Street Name Sign I ® 1� j us ¢ 3 Installation ForI Local&Collectors GO!.* J •, L��cal l&uColectors r!' " J \ ccn m ~ L� rn Intersections. Major Sleet �, I srsections. Major Steet . pP dr I pP STOP `° 0 gs9 5 2 5I S 519 e Of p f a,e(3r Sign Tree 13 pf i of Sign Tree N E ��. S d9NI hgirl' i 88 5� " in • 1 to g .F 1' CROSS INTERSECTION I 1' CROSS INTERSECTION n 1_; a if f M'u. ~' IMPto P (41 e-- N Q CD , * le In C1110 V li illIl 'rSi n Tree ISi n Tree '� „ mot' g �` y 1 4,, �a� TEE INTERSECTON4 ` is,,,, ��� TEE INTERSECTON % ,,._ 400. n,IiF. A _ ° ICI .a • rr '11 . 3� dam, tOlrt TYPICAL SIGN LOCATIONS 3� ���, �Ir TYPICAL SIGN LOCATIONS 41 / 11 Q. Q000:0:y �Ovru s Fab$ ,A,,,,,,....00.1NFS 6 Qf Guru rya fad / hITS [//4t��E�-� F %lit C� /' EXPI 12/31/2019 : cay.r.11l • S.' I •1CO SHEET : ,,,.-...!!-,,LIIL DEPARTMENT OF LAND USE & STREET NAME SIGNS ... lib -:4' DEPARTMENT OF LAN 6 USE & STREET NAME SIGNS CO ENGINEERING SECTION ciiii ENGINEERING SECTIO!. OF Lc.)D. CO, D, cv 29 j CITY OF TIGARD CASE NO. CUP2017-00007, SUB201 7-00009, LLA201 7-0001 3 & ADJ2018-00006 1 Ln N_ I 0 • LC] STOP SIGN LOCATiO!`,1 d (INSTALL 4-" PVC SLEEVE UNTIL CROSSWALK 11. Z z CURS JOINT , -DRAINAGE BLOC OUT PRMANENT SIGN INSTAALLATI.ONI) ' STRIPING 0 0 SEE STD Is), SCHEDULE 4 w DETAIL NO. 146 -on ' EDGE �„ ,� ..,--6-.f 1 W (ABS O1? PVC) 5' MIN. SEE' NOTE f f9Yv ---- -SIDEWALK PC/PT _ 1.4 , J.7771 A �Y4 PIPE W// JPLIN CO W i BATTER i. Q CV cc 0 _ .: . �.- - t T- �. ADD 6" .1" R "« A CURBSIDE ; .....^. C� 4 w • ;'.-:_,,::'4; :. .. i •• al •:...max:_.. DRA;IAGE BL KJT > N i; !_ ::11ii1«= �� 11� � ..�+t`` I; ,. . ILI E (3 d t0 �. 4- '#` r W - 1i—}I �E -•117.-zilT I f= -1( I I- - ' (ABS �w _ _ 44' .. A. °^ 0� C/) `' , 1 I I I a `I^ F PIPE L# t ,a « W0 � Q . Y2 ' :4:5; '�." I1na,`+ c Aam b o a� nfl °q .iW, a ° °a /RUNCA iED Dk '"C,,Ot�P,4CTE[3 sE.�a�f��il�E x, Q p � • d I r.. 4 _ ., �%'. �. �. a ' , . - BASE COURSE DEVIL, 2 C� < 0 A c' 0 0 71 ' .., -•' ',.4•.. ,„ , ' COI— u_ SIDEWALK ADJACENT TO CURBti, 0 _ : . . ? 0 0 ; Cl) —I ,y �: . > � � ,;, .. EXPA SI : PLANTER a- 5' MIN. l'► ROW / ;: JOINT (TYP) T- STRIP i -.....1--2 " 1_ CONCRETE TO -HAVE A BREAKINGSTRENGTH OF 3. 00 P_5.I, AFTER 2e DAYS, --? @ -@ r`- Y -1 kr''': ' - U sir �„> z c . ._ ... 2, EXPANSION SION JOINTS: i h I f-ili—"i f II-- - �� � =1" A. TO RE PROVIDE: `� AT .EACHPONT OF TANGENCY € F THE CURB, .. - „ OF 3/4"-0' 2) AT EACH COLD INT. RAMP fRE: COMPACT El SUBGRA E /1 34 Ei l NOTES: AT EACH SIDE INLETSTRUCTURES, PATTERN DETAIL PLAN VIEW 4) AT EACH END or DRLVFWAVS, CO SIDEWALK AWAY FROM CURB 1. TRAVERSE EXPANSION ,JOINTS TO BE PROVIDED AT EACH POINT OF TANI . 'CY 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. l.,,.. J p Or THE CURB & :AT OTHER LOCATIONS t SS REQUIRED TO LIMIT THE SPACING B. MATERIAL TO BE PRE;-MOLQED, ASPHALT IMPREGNATED, NACU EXTRUDING, Z 1. - CONCRETE SHALL BE 3000 P.S.1. AFTER 28 DAYS. TO' A MAXIMUM OF 20 FT., WITH- A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION 'OF CONCRETE 1" 4' Sr ..11 4' 1 B- W I— f 3. CONTRACTION 1141TS: PANELSTC BE FEET. L UNLESS C�TI1ERIE"' tE. }FIE iAFRSE1�A1QN.. 'AT£ IAT T P ,U4LE1 - tUE�� ATR1A1. FLUSH W NTH A MINLMJMi THICKNE OF 1/2", A> SPACING TO 1E NOT MORE THAN 1:5 I-LET. - . '... Y...,. 2:T,.-.-„ , 3. EXPANSION JOINTS & CONTRACTION .JOINTS SHALL' BE 1/2" PREM0LUED ASPHALT I '�L o : ., W S 1. T B. THE DEPTH OF THE JOINT:SHALL BE AT LEAST 1-1/2 INLHE EI .,.P . , ,..e::.<:;.: _ 4 . IMPREGNATED MATERIAL Qs EQUAL. EXTENDING FROM S 1 BADE TO FINISH GRADE AND TRAVERSE I ;`I a T10F _ �^' }k,�� ��*�}} SPACED,. MORE �^ APART � � I a� 1 .� !r .,/'.. �• x:�. ...,�.��'.'k'•`�".:ssri�:"si?:�y:':j."ipi�:^it.:::.:.:x:v�`.s�? .... .r i-., 1'+i 15,3 .�2'" Lrl�. E ,Ys '`l.. THAN FEET Ad" 14 -..{ „:1 I�4 _-41f- { z.:...: .y# PLAgED AT SIDES pF DRIVEWAY AP OAcHES: UTILITY' �!A LTS, }WHEELCHAIR +'`MO'S AND AT TEA �: T O _ ! _.,.= .•� .` :..<:.:. ;} 7 WI:�1 A L`rw."c�':1'I �..I- AT LEAST ONE FOURTH Q�1" THE, CROSS SEC T1ONA1,� AREA. �. SASE ;� 16 "-Q :��'�,"—ii", 95%" COMPACTION. BASE ROCK SHALL FEE TO -,II Ii={�� ,. � ±��;�• Z SPACING NOT TO EXCEED 45 FEET. a . "i_1 {�1 ;�. °0 : 0 GRADE OF STREET S I fCT RE OR IN DEPTH, �FIIUHEVER I GREATER, R,O. C ? RETIE_ -_ <. c� 4" CONCRE TE BREAKING STRENGTH TO BE 3000 PSI. AFTER 25 DAYS, I -1 - �a " r : 1I I I C. e2 °"tea c.�. CC 4. FOR SIDEWALK ADJACENT TO THE CURB AND: POURED AT THE SAME TIME AS THE CURB, S. DRAINAGE E L Ci BUT - " I METED PIPE: 111�1� I�-c' o .,a 0"ao0 op THE JOINT BETWEEN THEM SHALL eE A TROWELED JOINT WITH A MIN, 1/2." RADIUS, 5, DRAINAGE;AGE ACCESS THROUGH OUGH NEW: CURBS SHALL BE 'LACE( A MIN. 3F' .2 FEET 2_ 3/4''. :n NGG. BASEROCK - C AND MAX. OF 3 FEET FROM -PROPERTY LINES, A. 3" 1.D. PIPE WITH COUPLING. S 0 5, SIDEWA+Lf SHALL H, YE A. MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 'CURET IS USEU. T AA OR IF 1E E1�1+L}� 1S INTENDED AS PORTION N C1F DRIVEWAY',s+A'I` 'OTHERWISE 15E SIDEWALK SHALL HAVE". S. DRAINAGE AGt,..,ESS THROUGH EXISTING OUf ,S SHALL aE CORE DRILLED Off CURB A MINIMUM THICKNESS OF 4 INCHES.. SAW CDT VERTICALLY" 1 " EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NO C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL L3E PLACED A MINIMUM OF 2,0' 'I• CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.,S•I. IN 2B DAYS, ( ) 1 2_ .O TRACTION JOI dTS" SHALaL BE SCRIBED 3/4" DEEP AND RAVP PANELS ELS SHALL BE E V_ CC >��. pRAIN BLt'�CKOC1T5 IN CURBS SHALL BE EXTENDED TO. BACK OF SIDEl�1AC►;. WITH 3" DIAMETER AND A MAXiN�.J OF";�;�$ FRO� €�F�s�iF'EI'�T1� LIES. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT FZ SLOPE. C,ONTRACTION. JOINT TO. BE PLACED EDGED ON 4 SIDES, vJ OVER PIPE, 3-, EXPANSION JOINTS SHALL �`E 1/2' ASPHALT IMPREGNATED MATERIAL OR EQUAL. COVER 11� EA 6A Gf 4 2. LI Z "�. FOR SUBDIVISIONS IVI510 S AN FOR"S SANITARY A �; FOR STORM DRAM SHALL 4. SURFACE SHALL HAVE AMEDIUM BROOM FINISH WITH TRO'a LED .EDGES ALL SIDES:. I, CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES E STAMPED HE TOP OF THE CURB ABOVE, THE LATERAL -5. COLOR OF DOME , REA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. D 6.sv .oPnc+�u SEE STD DETAIL NO. 146 a* EL art c r Tr�91 NO SCALE m O TLGO1.0 NO SCALE d:t'1 Y C i.'3'l.G-_h3i1a E'O WALE ,"kR.. +'G ..„chA.t L A. STQI�F,� P: COLVPO a MICHAEL A. STONE; P.E, - c cr?�> M1CH . I.E. V E � � ��,� L STONE, WHEELCHAIR RAMP r . NO. h.� w alt" CONCRETE DWG. NO � �1DIV-IO:.� 1�1O. NO, 1n SC+Gi 'kk i2 3Y7 i 1 F4yh :.� `I .:` F£k Ct�F"i]I S'1?L'diF 'ik£�'7`I ,CITf'F.'. I9EF3[. ^`;,fi.� i iS i3X2 +�'tl_Nhll.LCYJ. I * 1 '' A.AticvQ:S'tszr Aimw a EI'f.Y'€]VGMEfR :I.,. i ;,..votticiivot oxiy.dKxPd#.1�3 an. iNEER: m�,' 4�. n CURB & 'SITTER •f �/ orb'. !<. I`f Ada G ..9Fs V ,2' tif3$is 1Es,FzfA1}.1:A;'£p. ;�� � $,1V.N!&�1,�4�D. STANDARD �} p 'N..:;.:.:: °'a� Trr.� �;+7 .cats JANUARY 2013 SIDEWALK .,,,, )) ,P'9 :y.�>:,,,,;:!,.,:;.; •2{cP,�'U.Qt 4hti x dALI H3i?1' 2t 13 126 YrfiAs f 3F Rip t fA1di ARlt xo a A iv !'� 1+ #F ....:.: :, v4.00:;$ )b.1 1'73 itcay, mon st•:x; ( )Aft4- Eq. volcti 4'3 Airy - :,.•,q,,..,_..I i '(31ce..{56F3i,�i4 1?I .. • ::x.:x:x::. ._. >?aei7z�n Ji11 97AtE 11�C�f ter F?asy4rsxxaGv�t tFaIE any As_ BuILT 2/7/2019 Z E lSTIN DRIVEWAY`- o MATCH WIDTH & : fADE' n EXISTING DRIVEWAY = , ► ..*- R/W NOTE z LLJ LINE EXISTINGTCH "DRIVEWAY AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR. E 12) MATCH' WIDTH . GRADE "SEE NOTE i MATCH WIDTH & GRADE A VARIES > FIELD SURVEY. AND FIELD INSPECTOR GATHERED DATA. ALL N/W LINE - A INFORMAI�ON HEREON SHALL BE FIELD VERIFIED PRIOR TO USE if Ln SEE NOTE 298 LINE FORCURB INFORMATION o VARIES 2 SEE, �'till� „ �SEE NOTE :� SEE� �URB °?ETA,L •� IN DESIGN AND�OR CONSTRUCTION. cr i .00 NGTE 3 -SIDEWALK 5` �.IfN SIDEWALK ,�"" SEE NOTE 4 SIDEWALK t # ;.•. r; .�. ::_..: .:, a tM I N t ' 0 \ • SEENOTE A. •.w. t I Ce o a: SEEP MA SECTION A—A ,� LAE NOTEr LANDSCAPE r., ` +y. .. G`'--.*-- SEE SEE NOTE \'' LANDSCAPE S�ACE -"dr NOTE 3 --LANUSGAP o STRIP _ STRIP 1 1{ T li SEE MOTE 2 -STRIP CO ENLARGED R/,�r' QR EASEMENT I 1. \I ‘414 N1/4 #3. r � -AREA TO CO iTAIN WHEELCHAIR ci I _ , I (., ' ) A 4. A 1 CONCRETE APRON ' M X STRUCTURAL SECTION - w C,I 1 TO CONFORM WITH eJ --0.- s� - ►-- „, _ 3x s COMMERCIAL EIR E`a'A.Y i o z P tbif�I it ` Ivill DETAIL (SEE U1M1tvs I�l .' 142) j -- ...� \44 - F ,PLAN 3 PROJECTEp TOP � R/W ,, ,PLAN, ., ,, : " i hi FqW n ,'~ L .W�' '� '�,j^"�"` .- as ;Y '') :-" # 7..1.,,,' S' t!7• ,� e t 000 •• 04�^ 'R-OjECTE# TOF _ 1. 2`% MAC {' OJE TIED fir '' �,� �: !� y :kls T ® `t3F U c 1 }A I . V I 3/�I� OF R 9% MAX �:. • Y 1 A l V NI+' ST E: r w . � s . A3 £S 1 :::----", :(37 .:E cv�i::' ':rr. e 4,_ , moo; t �, +3sg+s : F K - -1It ) d' 2 O STRE.EI 1 I d. �. — .-1I-1II—II iI; .: a t S1f � . # f _ I rl ., ; Cj - FJ ��T c 1 zl ' �, ° 'ul' a =x"E 'lda .e-so'a.Q:z �' c �' ;,a::..;:::">.y.�y:;.;A ...,,'..:^'' ' _ .I , "a• 1 ¢ Lj X. �i °:m tg :>Ae r 4 _ .. .R 4. -0, _ I1-I et . §4:; :res.,.a•,y' .i; _ g d �i 11- ! :'- a ;'.- �� F- Lai t ..�, �... . ,-: 11�1I I-- 7 1 `�a `tea ms n � �_, 1 I Ih �' 11 i!= EXPOSURE 1 ' .., o 0 0 --she" „ e,,, >�_« L'If s 2" OF AGGREGATE 0 6 `. •, QA °_ __, SEE NOTE NO, 4 Vi •o11 I I, I I i 1E=1 — eel r ,� 0 .a 0. .11 ll�lI ffl iI I`' SECTION A—A (3/4"-O ) COMPACTED r) as 0, : ��-ils 1 1 1111111.1l klTll� I1� t i 1COMPRESSIVE :\ I Cl 2" OF AGGREGATE � 7 OF AGGREGATE �' , RADIUSSECTION A—A (3/4"—O'°) CO PActED OT . s,E Tio A—A (3/4"-0") COMPACTED CTED L CONCRETE COMPRESSI 'E STRENGTH SHALL BE.. A MINLIMUM OF 3D-0 PS .AFTER 28 DAYS. . \--- FOR: RAMP INFORMATION N SEE WHEELOHAIR RAMP DETAIL .(NO., "1'.8) 7 NOTES: 2., CURB JOINT SHALL BE TROWELED: WITH A MIN 1/2' RADIUS ALONG BACK OF CUJRB. NOTES: ` --.. ----- - - -- -- of 0 FOR SIQ'EWALK INFORMATION PRQ i 1. w( ch TE C I 'REsSIVE STRENGTH .HALL. ESE A ? IN,UMUM OF 300Q PSI AFTER" 28 DAYS, 3. EXPAr4S1OH & CONTRACTION JOINTS TS .SHAL€. BE 1/2"' PRE MOLDED ASPHALT IMPREUi�A IED? 1. CONCRETE 'COMPRESSIVE STRENGTH SHALL E .A h,If UMLIIM t F 3000, PSI AFTER 2 SEE SIDEWALK DETAIL, (NO. 12G DAYS. I ) Gj,�`V-- �N ` '/ FRO M SUE-3�ADE, TO FINISH "GRADE, C� 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/'27 RADIUS ALONG BACK OF CURB. Z. CURB JOINT SHALL PE TROWELED WITH A MIN 1/2' RADIUS ALONG BACK OF CURB. 0 4. SEE STD DETAIL NO, 146 _ ^ 3. EXPANSION PON-FRACTION JOINTSi L BE 1/2" PREMQLDED ASPHALT IMPREGNATED 3. EXPANSION & C'.)NTRACTION JOINTS SHALL BE 1/2 PREMOWED ASPHALT IMPREGNATED ATE o' 0, MATERIAL OR EQUAL EXTENDING IN FROM SUERA:1 E TO FINISH GRADE, MATERIAL OR ECUAL EXTENDING FROM SUBGRADE TO FINISH GRADE Cc‘`1 4 -o /41 11, _c P 4_ DEFG0WED 3- REAR AT 12"" EACH WAy, PLACE 3" CLEAR OF AGGREGATE. TIE ALL.BARS, - 04NIE'Y ' z'o (FOR COMMERCIAL PIRVEWAYS ONLY) t it* EXPIRES: 12/31/2019 C.) t iI` S�'Xf 3RDAPPI4OESS Err: h13 SQAk E i s4' 3 T� A�t�r NO SCALE t f E1 st49Ci,o* N SCALE. t, m`�et�A'A, m t?1;Gx1 sfFtl FAFIR. P: . ;7 Y;C '+ #1C +iEL" STONE; P. . STANDARD �a.�+�. h*f� c3xes L£?R1 ?HX. P.E. SCALE " STAND DKIV AY DWG. NO, �a liti P. "Qi1£WaS SHEET rt rua my r STANDARD DRIVEWAY 1�PU�3+F�tT �u minnow -CRT �E� � r »x�tsz COMMERCIAL ERCIAI Rr � �� ALTERNATE r � .. ppT''L {.YGSU' $.SX1.P;1?.A '`Sik A". i �"i"f333E S1? t*64Ta'I'3��t` RIFT FAHA, +' 1y# .w.tLi.[ v1�. �`:'t 31] itiKx , ual, "'" r3as �ui'x�n" err�++ rrw,ox, t�Fza s .tt+r&' r :.>'; -:,-".: T J NllpiiX '1#i 3 VR I �GI� I.n i s, i I vy,9 ��/:�r;�....a :.:.,..::: , �. �ar��a z i . f LAN[3 CAPE STRIPS ::, ,6 AN0A i R142 ,::�''='":.>�= sx�l¢ �.*a � Ituaa r � ts. DRIVEWAY EVItAY MARCH 1as C;L} f to . �RI ITV 11(` 24 7. y i,w r_;, ::i,:,. ' ,, ;VAT 0+ OVAL DAB' DM* OvAL VAS F '4 �:::�.e:r::ix;:x':;..,s .ti ... ,:.:..;.:�. ��: s� _ Ap4+FidVi�t3a� �, MY Cr � O 29 CITY OF TIGARD CASE NO. CUP2077-00007, SUB201 7-00009, LLA2017-00013 & ADJ2018-00006 LL in CA w- I -�-. .. 0 r SIDEWALK ADJACENT TO -CURB Q Z Z OUTSIDE OFVtWITHIN 7'-0"- . . 8'-0" RUE - Z ❑ [� o IAAI;MENTVI�+IE# LLI T '- B`IE-c #C" FLA� I= 1 1# CN 0 T� �i����tAL� 0 Co � � FINISH GRADE 11 CAST IRON € SIDEWALK ,..., 3 MIN, V :. 0X, TO ,,,.--_--VALVE BOX TO rf "i"' M1 I � u Jo f F. ,'. ' `''*�` X. c.e) 0 -62 Q N .1 ,,c), o e �t L' .-r,,,i ... �' ::;:::-/..:6;.‘:::‘;:-‘-4'''''.: _ 1 CAST IRON a f - I = a :...0.t.T .. w - ,..,---5,,..,-,,:. � ! ' �. ` • ., _ CE - _ - �:fi� _ � . .►--s..sirxar.air..t :�i'..b d"- � " MIN SERVICE LINE DEPTH ,2" 20 ROTi CAST METE BOX, , �`"i '�''� '�' �' '•; Q4� `R o- •:, ,.; r , ®:AS:ri ; f+, �� m ❑ W PROVIDE 24' BY "� 1 x ✓' R' e'"'1�' R �r s, ; T a �,,. r�r�l � . �.w ►� rye a�#mow#s�,,®,�✓#��.:,friF gydl Ir .r r .e�' ,a•.x#'f'dr �•AIN.�ilra Sl.d' .w:ar.'., 12 x20 COVER W 1 x1€" . -MK . �° THICK CONCRETE � CAST IRS INSERT WITH NO ,•-,. ' ' , ,,{4'4� `�►� ° t m PAS (SEE NO 4 TORCH'READ HOLE IN THE TOP ;,ip-i�- TAR PATER (M01�STU't ``l-- `�:444,44.- W ❑ J HAND TAMP ACKFILL 1a" OR INSERT. NO HINGED INSERTS .' " f LE I€� 1� PIP CJ3 Q v AR{71JNL TE F SECTiC3 l .... 11 ice .MIhI, ,; ,'% i TRAIN A.Lk. �1O T�; /1� 1 hAX • : ,r. RCS AIDEWA AD A Et T TO URB ; _= � � °FIEL.I"? LOW* OR E-0 AL GAS,KE.S * -- 1-- � � �1 SCH, - STEELiPE SHAFT: ! ,' :j:; ' .j' SQ Q1 ,. €LJT GR 1° S 3LI0 ' TE)=L RC3C} er ,: s " "`�'s,.,, _xr . �. _ - - 1 - - PUE ` `>&' .° 11.; sir;,-...- F- ASTM4' PVC GLAND (EBAA IRON) , 1/4,� MAXI f 1v9 " �tA . CLEARANCE = CONCRETE 1 6' GATE ALE / Q j 1 PIER {pf t5 , I L.t'.�.a`atY•. FTC: i M.F!s +� 1 + wrr rr*�':t»»a'.� ;d:'d E._ 1 '� 4 x i I lC [ G' w OPERATING TtI C NUT EXTENSION SFO1� I wir'>.s + �y+.�: :r ' -k . .. , (SEE DETAIL SIDEWALK WITH PLANTER •� ?'t MIN SERVICE LINE DE'TH .. 12"x2 R 3TOG>A T 9ETER BOX, .,.::�.. . ROCK.GUARD 1/4-' STL. PLATE ` , r a" COVER + -� "x ` TO BE 5 3/fi•" DIAMETER .... -- .-... STRIP A- CAST IRON INSERT WITH NO onil ,- WHOLE IN CENTER TO 41 � T }UTH READ HOLE IN THE TOP SIDEWALK ` Ai €tvtOr ATE M4VEI�fE! T " M INL BREAK .,t7LA-N E r II 1 SHAFT INSERT, NO HINGED INSERTS r' CI) MIM1 I111 2 /2ri at LONG TO ICIiLICT1 PTLANTER STRIP AT CURB �.._ . _� ` ` N �` ,_.: :. I-- --� i s STEELSHAFT , , ' ". !` � 1 " •�td 11•Q 4 a !r ! 1 U FLAT BAR- � � '�' "�. »-- ";. "�q� �. a: �, ...... I10 lii a rr6Yi�` t: _y r pip.Ky1r.* ,f.: 11 t%Or� R1 ` ! • Z II II I I T. HYDRANTS TO BE MUELLER CENTURION;, A-423,{ APP1). EQUAL) 6" MJ, 5 1, 4. LU I-- r�STM 3034 P PIPE N TESs -CUSTOMER" SIDE MVO 3 PORT - TWO 2 1/2�` PENTAGON OPERAT�N NUT, OPEN LEFT WITH.THE FOLLOWING: \. ��.,"\- .. '��f�����' �"x 3'x 3/�s"� 2' LONG .- - 1 AND �UUR AI�T�TAKE�I�T LaLL � LII�ERY F�>�1� A.B. �ON�#w ACTUATION �LL;3T 0 OIL RESERVOIR 2 w NOTES: � ,;:' STEEL SQUARE T METER INSTALLATION. � ,T tr c 2, BOXES SET IN "CONCRETE SHALL BE g-1 C1'r 'D. WEATHER SHIELD -CAP > Z T} VALVE BOX NOT TO REST NEXT SIZE LARER< SEE PLUMBING .CODE. ON OPERATING ASSEMBLY: t �; FORDEPTH OF E. SAFETY SLEEVE COUPLING . CENTS OF METER BOX T 1 BE -OFFSET ii;�y....:�_: F. 111E A' ED NOZZLES WITH '"0"` RINGS 2 OPERATOR EXTENSION 1'' FROM PROPERTY LINE, i �� .�"'.�.r;_::, COVER REQUIRED WHEN VALVE NUT' ii 1 'I f 4., BANKED SERVICE ;�."s> f -s,''.r-w r�_ G. NATIONAL STANDARD D THREADS CC METERS WITH SHARP SE C ;t=lw..,, .r. six .: .7, W u � „ .. 2. SAFETY CHAINS TO"BE .�M�31t�, IS DEEPER, THAN 3, FEET 24 LINE TRENCH SHALLHAVE 18- °MINIMUM N .�� 3. HYDRANTS TO BE PAINTED USING } 1 17 SAFETY YELLOW . A�1 ALTERNATE APPROVED �' FROM FINISHED GRADE, OISTACBTWEEI TAP INSTALLATIONS. } MIN BY DISTRICT FIRE " A "HAt z 5. IF WATER METER 1S LOCATED- IN A ,3/4"-O" METER 3) CENTER VALVE BOX- ON SIDEWALK. AREA THE BOX- SIZE WILL. BE ROCK ANGLE.BALL METER. VALVE • HYDRANT TO 8E INSTALLED TRUE AND PLUMB, ❑ AXIS OF OPER. NUT.. ARMORCAST 17"X3OnX,12" RPM 20K . NO OBSTRUCTIONS W -IIN .3" 0" RADIUS HYDRANT, CC ��„ MUELLER 1" B -2sN (THIS IS s COVER Off EQUIVALENT. IF TWO METERS N ALL 1" 3 fl PSr BALL 61 IF OOJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO fir PROVIDED. 4) PROVIDE" 24" 'SQUARE BY 4' THICK 1) EXTEND 2" NUT TO WITHIN 13" .OF FINISH GRADE ME. BA*E0 IN SIDEWALK AREA THEN '7. VALVE. BOX TO BE IN ACCORDAKE. WITH STANDARD DRAWING NO 503 OR AS APPROVED VALVE NO LEAD ANGLE STOP CONCRETE PAD AROUND D VALVE k WHEN VALVE NUT IS DEEPERTHAN FEET FROM DISTANCE BETWEEN ANGLE STOPSWILL YEN I$E. - BOA{ €UTSIDE OF PAVED AREAS FINISHED GRADE OR EQUAL E. 4 . 8. THRUST BLOCKS SHAL4.. NOT : PLACED-AT HYDRANT LOCATIONS. COL3 AS SHOD IN. t CREiL PAD DETAIL CONCRETE PAD 1" TYPE "�K" SOFT COPPER TUBING. 9. INSTALL A STORZ HPHA ?---45NH PERMANENT HYDRANT ADAPTER (OREQUIVALENT). - SEAMLESS ON THE 4 1/2" PORT. D 0 fi r. App.Eu.v: NO SCALD �.�. E SC C! _ AMMO w, CY,OF Appkcip 8as NO SCALE 'E'!Or T"f r c Rr .� I Taf t3ri'f .$ < r Ss; � U �JTi!<'- THEL1DaRE a:'KYLE. #r.E. 0REZ-Qg P Q ' 'R�T11 OBEN ON L » FAHA, p.E. C+fEt ALE m Tarp ■ Ir sa xxL PUW - a E a�iEEh. TYPICAL PICAL. 5 N '?i � r t tcs i.i Din. ifs. . '1 sz i sn rx. las/ !]tYG. NO, sirs t r a� � 1 .-. "tt HYDRANT DWG, NO. 014-0 TH C3 E EFIRE f f - I ■ ' c�otr�T 1 r ::' nttuc, i . T 1Y. I . . f. ,. .mgdacit©, � ° 1 WATER SERVICE ASSEMBLY 542 LI125:&*,HALL , 1 ..,,: OW S:W�::IE ,F.Welt '; Y.�i: 505 . f3323.'s.W<l F9.�.S.DY.i . ,-: Tr out _tummy 2011 VALVE 503 .;....„.=;- TIDAg►,°n94r-0'e�T 4ANNA RY.20.1 1 ExTE1 01 �. ,Ca,E z.arty. MARCH 2017 520 y)'� ::.,. +. -�k3 .. ^.` ( �tYWuf77i .0 `"�' ... L'rel$? `}ajf+S+f•`�"S9`d APPROVAL11A �i:�'-"w'✓r'«'s;i•:;. �A�i=d�drS�R-715�' 'AVi'R{4YrAL0A]E .-.. .:.., ,.e 21� 5L36fiI �3 tAL.bAIE "',':;- Zn` ,�-c,:, .rali5fl3}�.�'rl�-iZrl€ l�PIFUYAL�3kiE� - _ - ,.. ✓1 • rr '\. � ., .. -ra ..-.___.. .__....,•...u...,r._-...._........,..r._.w_..w......--,.�. . ...............-. .. .-.-.,...,...�..„ ..,,.,.....,,... --- -- --, ._. ...., ., ,, , -.,...........� ,_._,-. ., _- ,-_ .._,.,.,._,.... ,.,.,.....,... .. , - , ..,.., As require In EY 1 li 1 - i ':,.:.z , t of construction- - 32' E. I l � f I L' �� `- : �, Q 1- .... ... . plans EXISTING PAVE'ENT DIG €UT REPAIR SAW CUT OR GRINDING. i .. 1fr' I�r Z w .gi re Area 1.�: �. It '��� . P i T- El '� lk NIL (n v d ' ;° :rt a TYP I4.lk "~Ilk` 'fa.'is.IL.'l'I A'ar.�a Ar -4r'Ar J o 11116111, /«1 6 8 a Surfacing MIN, W o r PLUGGED TEE PLUGGED CROSS (5M Top-sail or as .0- ';')directed ---- r. , CRC? ]I�iG. .k.l.stlii... � /' : I ,:,,,,,..7. Alb..,„iii:'14h.,'IL.Nik, BEND PLUG � CAS o � �° � .� gin / /(:/:;-'4 • //',/.>://1; W --s - {3ncr .t Paz OST w n 1-- Z - iv i1• v= aQ ea ra csa cx SEE 1111111110111111. 1111111111K 02) z� o v €7 9oi. � _ AGGREGATE F?ASEROCI SUPPORT f ETAI.L w 1 Q , ..: (� s, '' or tea0 ..i=� ;"- •s :' . 4C (-) < I I " "F� pp � 0-,.Via' {G L� •J I G, i7;4- C I Y 1 '� - - COMPACTED .SUBGRADE z o LATERAL PLUG CROSS TEE ) z ! ;= a. mow w _1 CONCRETE THRUST BLS SCHEDU L MEETS: 1.. MATERIALS:LS Z - ' 0 --- SEARiC G AREA OF THRUST BLOCKS INSQUARE E FEET) a _ "E / 6 , 12 CA, CAI- . PERFORATED STEELin o ' -CO 3 1 2 OF LEVEL 3, 1 2 DENSE HMAC POST, o FITTING 90'BEND, TEE, q5,' 22 1/2' 11 '1/4. i-trPz -) INSTALLED IN TWO LIFTS _ (IP 1= SIZE (INCHES) PLUGGED CROSS BEND BEND BEND M<cI - i... - ., ( - - c OVER 2r, 3/4r,_0 LEVELING ROCK _ In 2 1 _ 2.' X 2. 1/2„ X 1B"' . 1' GA, OALV. PERFORATED L 00 4 01. : 1.3 -_ -_ Iq mzz u. ] I .4:1) r STEEL .TIFFNER POST. NI: F 8 N cv rI�i › I^yl ., rf, 4) l- OVER 8' {1 -0} CRUSHED ROCK BASE ; E cn B t? ,1 ? ,(? €} .� .. s ``� 2- 1/4 1/4 ""; CA: - ALV: SOLID of 1 o of , & o . n o STEEL ANCI-OR. D_ 0 ( '< 12 16,0 08,5 5 4.5 }2.3 MAJORSTREETS! Y c4 CV 16 2$_4 15_5 O8_L1. 04.0 Min bedding -, r� � ra / ' X 3 1/ , GALVANIZED ED HEX HEAD BOLT WITH o t+ AC - CLAD ASPHALTIC CONCRETE, o o a, n 24 64.O 34.�3 15.1 09.1 below outside Of LC '�dASHE a CAR /1u CORNER BOLT, , m F o .� �. �1� - �" ��--1� ;, - C�'� ARI~�.�TE B?1`�SER{ CK � J a�..� a, o MIN -_sMIN 7/1 " X 5", GALVANIZED CARRIACE WITH FLAT ANID- ,�, w `3 ABOVE BEARING G "AREAS BASER ?N TEST PRESSURE t�E OF 3 C P.S.I, AND AN crushed?C aggregate LUCK WASHER, 'BOLTS E# RAID DER`, T. I m -cr ALLOWABLE .SOIL BEARING STRENGTH OF- 1500 POUND PER SQUARE FO{.T. TO ;, t .- 0 X =3 R SS AILS ' ITH- REFLE'CTORI E.� RED AND cri COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING ', ' �,, a W HITE C O a: RAi:LS. ° a STES�. USE THE FOLLOWING EQUATION - `- ' o 3EARIIO AREAS = (TEST F'RESE/11 X: i (2t] OfL BEARINGSTRESS) X (TABLE VALUE} Min TM� 1! I 1" �; AND ' --".. v SEE MANUAL AL t J UNIFORM TRAFFIC CONTROL DEVICESCNI foundation 'x � .. 0 FOR STREETS AND HIGHWAYS AN THE OREGON 1. CONCRETE THRUST BLOCKS NOT PERMITTED. UNLE APPROVED BY CITY ENGINEER st biliza ion . SuPPLEMEN T. Y 2, STRADDLE BLOCKS RE.QUIRED WHERE LINES MAY BE EXTENDED E IN FUTURE SEE DETAIL NO., 561 if required ---_ -.-. 3F-1 BARRICADES 01 3. CONCRETE THRUST BLOCKING.TO BE POURED AGAINST UNDISTURBED EARTH. NOTES: C- S BARRICADE DESIGN 0)PR )PR a 4. SEEP CONCRETE .CLEAROF JOINT AND ACCESSORIES, B. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL C NE TIO s ARE SHOWN ENCIRCLED C I. rC1 T T BE � ANC A 7 T KITH hFrI U� ASPHALTHALT EAtfL l ., POST SUPPORT I. 5C-g BARRICADE APPLICATION \ S G1fNFeR yTHE PLANS; .e.g.. f INDICATES ] SQUARE E FEET BEARING AREA REQUIRED,. NOTE: co..a: ALL TERIALS AID WORK AN HIP HALL BE IN � 5 6- IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ASPHALT PLACED IN 3' LIFTS EACH COMPACTEDTO 92% SIN. ADJUST IF NECESSARY,, TO CONFORM .TO THE .TEST PRESSURES AND "ALLOWABLE SOIL BEARING 1. 1 T-CUT FOR PIPE € l LY PROJECTS, i ACCORDANCE WITH THE CURRENT STATE OF OREGON fEil STRESS FS n c STATED IN THE SPECIAL PROVISIONS. 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION I /N/ i01 7. BEARING AREAS -AND. SPECIAL BLOCKING DETAILS .SHOWN ON PLANS TAKE PRESIDENCE OVER 7 BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. BARRICADE ARRICADE FOR' SIDEWALK IS Si ILAR, ��/� • - 11,0 Q�� THRUST F LO KS .ACE IN SQUAT E FEET_ 19ANIE1� L. z 001010 WO APPROVED en t ti e NO SCALE Care ./''' GAItOOPROVED Olt NOS E MY f3VTI. lab NO SCALE E7(PIRES. 12 1 2019 a) t. TIGA NO SCALE CM"CAt"TIGARD IC P� x' THEPDORE-S. KYLE. P:E. s� ErtriN MICHAEL A, STONE. P:te AI LE ON MICHAEL A.-STONE. P.E. c x,1aN M HAEL A, STONE. - SHEET THRUST l NT G-O }T 4 STREET �t7.� 3� steaty STANDARD 151VI Iifl, R rvt:eNrA 'tsar s TRENCH C7Na tin, t*c�irrast� drflai PAVEMENT DIG-OUT b1YC. NCO, OYi�P 144D1�'(tS t� CITY NeER t7VMG NO, .�-. QTi'%DIEM CliYDReINE,FR .. ]PF5tu e'iFt atc.3tsuPANrycorr ."a II .•.: RfSJaitCttiC?.KK.s.?? 'J�.t{ ,�f +i•,F o I 1 �Pext_tc wo.t i.LI ARMLN1' I 5 [::.P lle4 WSJ S 1 ` 'LTti NT ':. BLIS 5,D7,Mill,SLIM- �� REPAIR .•':;.r s 3,5,*Xa A3,.L.1 YEN. �y �..'�.: _.s;a."; k .z5 5-.W-f f t..E-at17 a....: .......::. .., TiGg$1,f1� $i d 7�lJ�R 2�ft £Y #E)r. � AN A 2{1 ..;.:-z-9,....a:;."r.; /VARA t}UP:NV/722n JA ARY ,201# BLOCK ;.,::.':..,, ,..,-,..,„g TIGARD, t1�'I33.,4T2t4`�^it 4A/411"AR'Y 201'3 CKFI : •o:: • voice ottn ci.4 �i - '"'". . ,r4m CITY OF TIGARD CASE NO. 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'� ,.�, —$ 4' ' y iICOOANI a- a , 'fir x •�' .. ..:p;•' , �tar :a'aIktP ` SLFlrTu1Tu.IE } �r _.� , �. ^ Z 1 9t€H � .� PIPE,BREAKOUTS--4,L , t"s �' IL tMMOTH FINISH CHAN EL ON E I F F iris �t�t r- �`, �' E1 iL n , : � !: {4Tf fit HE1HT . ': R �. of PIPE. RUBBER' CASKET . i I— ▪ LI Ea T OF WELL F ".P,I>E. A,LL SE r, MI' I� iiip. l+ I� I k 1pflCl tkT 4' HAM { P 'E LI, _ , ° PIPE a FLAT {- i fti' .lk �I FPT aL 1 1 1 3. - 3dI 1LM3 OVERLAP.L�?F. - 'TOP. 1 ALL 3 I T°y k � a aKE 1 Ll SEE "LftA'i r 2 W • THIS MAIL.-LIVI1 13t1Y li A T • lam. Try ts€F`#X i:T' Tile E Ifi Elii-rS'LI1< F, 5ANIT �OT t ' 0 Iz '. T 111- ' 4 •. •"�. _ y I �. � T& =�_ ❑ �y ' T'-" '�''. � T LtCfi CHANNEL 3 L MANHOLE � I. F f 43, H t-I -� t : A 74t IT1T s 7PE ,� NCH 11 F z E'fE � SHELF l FIF-t l•� ���.: '� �`« :� :� �� MIN IV' HEI F VIEW . To THE ffr 7I�.ENT ' Td C-'476 A I I • Z COVET MALL E (iStEl-I ALL. A Ut lT drr I ` ,'`,-a"NII IMUm'=.^BETE °E" .-'''' I PLI u1 K �1 A mu,. 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F' SEC, osa SAND T �.is/ s_H! t.:" � i _, fHEG 6 l � o z x► • a. , .� , t.411E-STORM), i S'A fE;S As APPROVE-II . p O , z as _ �• ` F^ �f - f / }3EI( kTiFiE F EhiL fiiFti C3 • • FILL fiA TRtc�. 7iiE �= o N � . gala IN E TID HOLE. • o I- ' FILL BORE PIT . -. \ of c cv E yr A FB-- ��_ , F a T zl � _ x :<: i� H t nPIPE SEAL DETAIL KIWIS, r N FILL1s O "-a w s 4 z AN,O $lid'£ S�fa� 4 3 IPEI1,NE O[ ME II R,,N,t • ' -ear , 3f4- €ACKFILL KIWIS, }If3LL BE. E4IUVE c� z op rn O _ VP-0 - Et A; f1ATERIA1.. PRIf]IE TCl Cd ai.IT, P41.`L3 73ET:c 1 I I L) TO A � �{t1 �a3Lt. E1TH- € E" TI€r t �* 1 :EE, a O cs� o, ,a tlsIF'!� fi1E INTALLEF#, 1 I cL (9 d r7 I� Elii jt Ci'' F iCAT "rt££';FITTI t� Tt E x - a ,..'FLUE £+ W h c0 LV t� �_ .� ` �; 6 r,-,i PIPE t >TERI L SHALL s E.QHE_OF THE t, "a 1 CASTNG PEPEE o o v n �"." FOLL t 60 . .3 s�Ei lo. ! .I 6`-i' DIA,- 11a•` DfIt THI KNESS, m o O E g, S DIA, - 51�& MIN. THEEKNESS, y fl, QUA--ice CLA - . . Lr -.m En1 T z i_ACK LETT INO•STICIMIC t ;- � DR A ShLLFIEI3 w w Si" I:Y °.THE F' LCHtt ?, z mI Eriptf40 , i 1 ¢ t- L. 6 R r*.t/4.. FLAT e C. h- M .N',t $5,;nt, F ` 1T Y= " thtiN .SOXR BUR -€044,," f I?; PVC €?! FAEETir, AST4 G' OFil• s^f5; S o PFZ�iCE t '' -. Ttr.'0`'€•Ot'ANC! r`. kI 7,29td; IL I, iNO, PIES tI-f ErE AT`!t CIF r AS SPECIFIED • FEtlE€t PIPE i CASINO, AT I fYff EII3 C3Ffi ItG v "--r Cam' I I: AS SeE,C?FIED, FU? FIL}Jt� AND ' a� t # LI2 FILLING i 1 VERIFYIN t 'E3#�T{�N.,041N I 'I,----it T }�. Tz�,I' i1C14�1 c3kfETE€t SIZE 1 r. .. € l :Foil' IF RE •i?EP, ,ItdtH +.-sTAalUZATIoN T` .r° r-2 € ! 4Ifl.,'F `FtE n6AL E THE 9I3" IA PIPE OA P.LUZ -6` mill.`ra-lig€le Ma. C:�." -I,LL BE. F"ECIFIEL� lsP2.r TELY,. - RGL 7 SHALE S Pt t 'E J it. ELL F c�v ' L . f?LA~ J F'Itf, 'T{ i E,ENT 4' fC;5. AROUND THE. WA ti 1fPLNL Tii,E STf i' f' ES It E T EAT II `DE7 p ix wippio.a,M*TE RIAL �N rALLAT .N. E C/NE �1E-51.G14 UhTE SKi 4tITH RANDS, Ln , L ,, ,,,,„"-?-.. ' , . °,� - TiE[2E€t•'PIHir t+Ets, SPACED Tl7 FtEpUIP,€fl: -.,;POI it RLsuPPiTECFFl7ia rat RT PIPE �A RI t?T 1/2 ' .' y N. i S� r� .ih' _ ..ter rye :`��: :6 4r ,.� hatT ; - 5F3RlL. trr#iLF�a a Fa d :a',,r';.a R ,7► . „ .t. X, o^ MANUFA -11P.. T ,-. E'LFIOA�Fi S sp., ECG1=FUT wai 3 ,T �'_ . 4 r r- s 1_ ALL w- .LPA lL3tl'+E SI dE!Ts-PER,. HiS?.T.-5�.A 3 T/Ai'W�l. FE+:'S � ages 46 �(��PIT -�"�; "" ��"F' E =`a. ,-.:,'» '► 2. THE TRENCH ? TFF AT 1FIE ali.RFA E'.of.THE: p"SHALL BE'KEpT TO': I}4+S uko..NECE RT TO ?IF+P2t3YE IAL ��(j� .� r. • ac. II °II1r'F tyTJ1LL :Ttir•FE'I 1R;�yR6E t.TiatiWE: • � -1T, �; _, , .- , / "=ti ,PE' T3i9 .FiiiltYU,6 7HEf�CH; rYTH_I .;THE'ff IRE E 111.F+R�'w1BE A Gi EAH t ?RK(IQf E1}C • rr r �: SNIPE'+ �.Cf11 40.TE 1 "# FIE NES DU 5�."E THE`. �97f k'2 f31 IC 1 1 4 ETE�^s .iHE'PJPE I}3C3.t1 ST+�ILLE3�3, w 5546:6.5 +9 € � ;; . t.,,- : It'. ' t c 4' PIPS - 0 4� Rq.44: 4 5A THENQt1 ALI.: :� ' g14i rr Vi+,,�`Tor A >. . • , PROPER .toitil I SECTION 7 ,i/ i » : `_� OF'PIPE, AND FIL N .OF.-F RTER"FA+L ON THE I1 a"OF THE I IPE /f f'�f, E{,�.�r R�r 'ORATE �+ ¢� `y� y j+y� �y�}.��.y. i J{� �j g �p �yy rye OR- �,} }; C.p'��/ .<•,. {RY��JE�i.SG,A.Nf �,!`RATE SHALL OE',NEW';:24 IR.40 1.3 AL-ASV.!A�_:J8 FLAT C3gi16 Tr.r L OR AF P O ) EENAL.i._ . • 4 L'f / ELEVATION TIO e . �- oar 0.A 0) 0, DITCH INLETS_ - SIF TRENCH. FILL 4_ 4 ...._ fQANiEt�� _. � � ���_� 1�ES ! �I 4 [ 1 `, ' ETr1 EXPIRES: 12/31/2619 U � AND �' �� �Wi �T.r l L ELI NE H EMI t2- DRAWING 0 REVISIT t�-�t SHEET a' 5!_4t ER a .DRAWIN.0 NO. E i 3E 1" i t. ,t!OWING:G: k O. 590 a ll ,4� h Q, 1 27 t OF 29 IQ CITY OF TIGARD CASE NO. CUP2017-00007, SUB201 7-0000s, L1A2017-00013 &ADJ2018-00006 7 u) N_ I 0 0 in 0 O 0 CC n. Cr)I - NLE FILTER F AIhf �IT CONTRO -1111 L O iL �r9\ "•I-='!-• '..,,-- • • \ .."4.•=x ,•.#°1•••• -:•=44.94.14.A.V.- .. . DES k92 tt, • sIflift r '�' jp<`,F� � .... 'x .:r1,Z• :3. .... '‘.:\ -----7.--1 . ,E.,.„tl . .-_,.. . tl,x3 0. `'. • •'�.hff aLL . Y[ . s iqy • RADIUS: 6 A MIN. �, als „ jYTLffyED8 .. § -. 0 1.0 I . . CLEAN RUa3 - GLEN ROCK' 0 � ti : '�TlLEr: REQL RE_ . ' . .' . I3 .iE 0 • z. s ' , ; DEPTH _ • fir 3 •t lrt la em SY.. =: .. .420' MIN; FO. : 4NOLE: FAMILY A D 'UPS:RESDENTAL 'from ' r 1. .... ... ... . •. i . 1. $URA° BoT om Dr i.:T � FABRIC " g 1: `� 0 l t9r RAk a �., 2".% 2 RFC:PIE. R Val- FENCE La . ;" ~ • POSTS " • C t1. ` ,.c�% • PAVEMENT e f�.T Ts .. \ , INSTALL D ON • • •r.-- 1 ,v). .,u.i• .:,...z.,u) •0...a.... \\.... .„..,:_• J_ , I % UPHILL SIDE .ad3 U) . :�;• F . • _ a�. • • 4 COMPACTBOTH SIDES :O_F FILTER EABR , .ice i.. I` : .- ) co::::. . '' 4 '� - `d '. � t • tea » • . . . :... , . .. ,. PLAN VIEW •••• • • 'g' • w. I L 3 i •• a .. . .. r , AcOmitO. :To $P.Attpi ,'€:H.F. , _ R :. 1. eftz,'_i. a . '�`m � 1. ' f.. ,y.:. P E1AIL'.. kt?>g. &d . \ : J C I 1. THE 1TNCALO BE MAINTAINED R CONDITIONT AT WILL :PREVENT T I G O FLJ4I F' : LLI . ... . •.P . 4 . T �# F li'1T?FDESIR REPAIRi[ tA :� Ef ,•�: h _ F9.IER FABRICMATERIAL / \\. ;;;;;;;;;;; . IC L[ :I Ian e :. L? 4E0.440 �I+ TEd � ONTOPUBLICRIM-IT-OE- � O J • - IS L7 ' 3 SHALL 3 : 3 AREA WITHSTONE.= : L 1-,. 4 ` ^ • AC d F� C� TRAP t ip�,; .i, ': ._a : • • 4. WHERE !1 { FF NT NI E)[vMT LADEN "TER. 1S .LEAVING THE SITE VIA THET N t r. � .......ENTRANCE, ENTRA C OTHER'MEASURES.• NA r' FEMENT TO DIVERT •RUNOFF THROL. ° .A APPR OVEDV ED �� CIL , . • PROFILE..cam LI FOR ❑w;-. FL WIPE " s MINDS CLEAN a. R R I s ri 3- CO ECA 0 SEE : NCTS. €IAA IDE , IGLEAN ROCIc FOR FURTHER I Cl) :h4 +ORITY. MAI'.REOUIRE GTOTEXT'ILE FABRIC TO. u + I Z 5 t STAKING.OF. BAGS BEQUIREP USING .(2)- .11(27--.WOOD. STASES •OR APPROVEO,.ECRIAL. PER :BRG: . PREVENT S B ... LJMPW O-. 'CHARM?'•4••OF WEAN WAt FRONVIEWTEa E O10 [RF NTION ' 2, * •MUS B APPt I C IA 1d:T'CONTROL. .. PHEcx.•' Et 01t174 6- USING 1� WATTLES .O 07IF.R 1AT k1 AS APP ': AND E It .. €ON. 3T. • PL�«NNING•'AND DESIGN MANUAL, CD 57‹ SY T I I�Ci�C PANG AND `MANUAL mJ W T U T NENTRANCEOUTSET •PROTECTION : I 4,. .; ENT F E CL TILLING BASIN cn . # r cop.i�oi as o�F �pu ��r�#� kr 1Purvotsiitmattie-claar.' D ,F NO. 4 ISE3• 12-706 . Det d Drawing .85 . REVISED 1.2 - .A G 'NO, REVISED 12- 3. AV C SO.,: 1:24)D. _ _..a _ . w - z 0 I- FOR, FURTHER R, # p'OR:I ATIi r Z w E to ta�A B USED- SHORT TERM ? 5 1 N ET RIA. E Q AH �i S Bu1 L T .SERVICEST-EROSION .PREVENTION : . LT In . .. . \ : • •• •.#•••#.t::„# .66.6v..:6,n•r,-- i j w :ixiew,• £�L�Fc � ..'� px 3 iM ` : ht ,� 1..7.,. • • ... ._.a-_..e:. _':: ;' � � � .. f�&€gligk .6 I:4 'REMOVAL ,a a • x.•:4F+ sy.� r.. L V l 9 - O • • r.• FLOW • �,. [Ili mow ; . _' a �Y r ' 04 1Ik 41�:i '` 3'ft„ 1- 1H ' €a' t rc' A:T H. B/LSIN GRATE: �Pz ao ,f....... IliIt It .. :�� ,s• NOTE G ei°: - • .`_•t .* AS BUILT •DRAWINGS INFORMATION IS BASED ON CONTRACTOR, a u- • el, "t ! ` '-_ " " 0 ` ? ci ` lik3 '",,,,, , ' ' .fg r.. *' FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. A• ALL a)- ' + FIELD VERIFIED PRIOR TO USE<:�e' i 7Ci`sr r 'L ' $•�. Si*� -' • __ � e f�,r , _ INDESIGN AND/OR CONSTRUCTION. o� �r. 4-�.-.�«m. Sw+,e .. - -_ rATCW E1E„w i � tlY .; 1 1 .� � 1 4a 9 a � . ; - - - f - :.r:.. .40.L..... .. V:�..>.#.... ®. ,:"..x. , �. ;. ..... .. .. :..-8...'. eiv, z ARADPAN: , ' • ° a 4; s OE .. - • .( T € .�`..`• f; ., M..c IN'€. MsY.0 N:i1'+4•'.I:x`.' :+.a OVERLAP rP a. L ; Jw: � . .-^;`. :':.e . idl5'/g BASS . CATCH'. BASIN LJE �' , i .. f , 4f * iy•s4•i + 4i + 4 • > ., f + 4 .4 a= a ' 1. -F -* f `S 4 - O R .-9'.. '. . . .mpa .. ' �a � sfv4ti R • rill 'IV � + }*4 `.», k �..a� + ' 1, 4 +3 I _ • VIEW z ' • S r��. • a gq ¢ • • . ? 14; o- '' a4 '�" { hda • F zs UI • _ ::yn _"' `., . A • ..4 t' :r r. xa +. a:r,x a y.+. 4 +� 4 . .+. 3.' 4 .. O OT5I1 PIPE--.., "� . .s Ps ' v� :4a t. « t's is a }' :,,. a ba• . . CA CV. " * e " I.0 . _ :: _ : ' _s ' { +I ^ ++ � W 4 . t • • FLOW • 4. 4. 4. #3i 12Ch U�-* Py .: ,, • • ill. I 1. . s ' 4* •Eaa : C '�e f fa ,•, ��, .4 • � y6 + ` •,, . 4 .,." ' a : ' W # r70 o0 • ' r4,' AN "• a • a 't4r . t" :a a•,,,,aa' t.44. aa, +i A.. CO N • • • • • • - V•,.,., ,arr . • •. *. '• 0 .°. - �. 7......**6. � . 1 '.:fro- � :: � +.v . . .;a<� . r .. . :,r. : +. r. " '. .'�:. . � af ZO O 7 qq } , 0i I. _ $ • - + . rxaa- , '.4 -. -" .a,-.. ,4a-.a. :.4a .1: .� s;"s .» a,e:*,."t'g1 -.e *-..... ..ae.a�as'a:s4a *'alt.. a a. ia.+; a s * i .. a ay ::a ? � � �� , m �_ A PD TCH N PLA VIEW t$ {l . H , ;, � .�. m ' : , ; , !- • _IQ X - :na ' ' N , gia: �•k+:f a.�s:.. wr:= CO : i .. ' . vi e.+ r3 'Y ;. £Sc FILTER _ d * + ACE ( URD T SOPE TES ....- I. ADDITIONAL MEASURES. •I�k ST BE PLASTIC SHEETING TLCI CONSIDERED EPENQIN Q.N SOIL, € I .TYPES. N WOVEN, POLYPROPLENESACK • ` NOTES:. in :, 3].O FI3 :BAGS �E 1: MINIMUM 12" OVERLAP OF .ALL SEAMS RE 1UI.RE& cv STAI<EC WHERE E A PLI ABLE 'ILSlN ,>. WOODEN TA S 2, R1EF RE I IRE I ' . TOE OF STOCK .PILE, o A ?IF3‘i,tD E PERA _ . COVERING MAINTAINEDTIGHTLY .1 . PLACE NOTE: • `VT FURTHER INFORMATION: . . . . ,.. FOR FLIRT ER INFOR T :SAGS Y •. P # 8 ONLY + MAXIMUM 1O GRID SPACING i • AIL DIRECTIONS,: \ E �, £� - j� " 3- WHEN .USING. " BI -B: TO N . E IG'd„CRITERIA 1. .Rr.amEW. FD CURB. I LET . AT F . A s: • N 0E 0 CRITERIA SEE. DISCHARGING SEDI E T LADEN LATER. FOR I-` I iNFOR ATION TPROTECT .A AO� AsiN YOU MUST cFIRPTE A OF MEAN. bATE€ MUST g' . I I : .FI E?. CHAPTER f k WATER •ON OESICIst•a11'I €IA • 1 /, •SERVIi EROSION 'PREVENTION : STAKING OF•• UIR D CHAPT 4- O CLN WATER.'4 BAGS' D THE -SA -.SEDIMENTFA INLESAO e . LF.. FILT E4PREVENTION • • �AS7f3 S AND. t .-SEDIMENT O L TER I CD USI NG SERVICES EROSION f Nf1?1 , . ¢ O LA PE .Y '.0". PLANNING-I.AND 0 S/94-MA UAL F T INLET ,S TO .. 1. ERINEMPLANNIN4 AND �x. WOCD IAPPROVED •PLANNING :AND 3Y MANUFACTURER, L GR G. . QU P GA . ,R? INLET O ` DgNIEI-TYPE �� 3 .. • INLET OUTLET `EN PLASTIC :SHEETING Y II, ` Pi APE : * I RAP � EXPIRES: i019 • fare t�e!0 kar. II12 d it il I A 0 NO.. 91 �sED 1.2 .AM • NO: 810 _ . • Se taimttMOt. o , *or to, ItnockaL• SHEETAWNG NO, REVISED, t2-Oi •DDta'd ro rrr: 8 REVISED I2_ ' . 06 . OF 01 29 I Q CITY OF TIGARD CASE NO. CUP2017-00007, SUB201 7-00009, LLA201 7-00013 & ADJ201$-00006 7 10 ENE 0 0 ;n LL z o O Z O AB U 1L T pill/It, pro; .Fiat Vie- if theentitYisa celrpara ,.Itted"etc. . „ within which:*-.--i.!-• " smices to,-be designed in accordance,with-the City of Tigardtandar OZ ❑ W(D `a fiworpotated,and provide.the mine of the torpotate ccnfi dpets*Failure to Engine�for review and.approval, 0 N 1. o accurate aat n t "tl~ie. g" .delay In g C/) 0 M 2 2 7 /2019 a - IS.�to in . x ke tube to e o written approval from.Tualatin,Valley Ere.a0-Rescue(TVF-ScRyffir fire . :,,, > N o 10;Prior to"cr+�ax e � t ts,The A ph€�shall provid .a. hydrant-placement ge el ass arul :arrot .; ❑ ❑ L C1) ❑ N OTE constO itig,a0Ce6S'210 Parlangpa for val.by the City ,rEogin- _ oC o0 0 I— CC The ;pl ""is ts" C tt' f g far' 1"9-Pr 'co l u g site t ;- :;r to 't r 1� ..be AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, Ae 1w ?i l�be �t of. Pt he r �ov 4. St d The ply: all D J W Cl. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL CC INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE t1 � 1 t � t� Preen 1etfi €r li G C!� C'� IN DESIGN AND/OR SHALL BE FIELD N. an�: i re #d ftial iit ,tr on-t 'k .iratie;tom, Cc "edi ;t .aid �tte4 t :Ct ;of Ti i the 2 I 1,,. i le5+ a Wive s or:l l by t 'and Aar l e t ❑ O I LL . icl of all Suppliers lo '" � d i t - . . "A.Prior,to commencing site improvements,a final grading plan - -. 0) —I0 ShOwdtig the-ems and prt d-c ou:The p3ai.•shall detail The Provisions Lo I- 11..P1 tact .1 ,achit" how'tlt phis' theif " ..+ drt"i c that' ion a - evie�-031 _,N." e:� i.d t i t street a they 'strew lts we read based on.* otometric axis;;-the Apphicant"� appIOVed by the" D v o . < V solyit;Plias:thOwing•thgliar* cif ottotfigh.s including in t r*:fie str'eet"10 E e u t i i al y e" CO# of po 'a kW -21_The design engineerentneershaajadicate onthe grading Olk lailell 1ot wtt410 :he ha al eit p fOrr w and ap v natural Slopes betti,i et t:a °20"perms;as well"as lots th4t will:have t natural sly :of 20,gam .- necessary; in .12.PXIQX to> it i t .iise thetheAppliCant sliall c it pidetenninii*if special grad:nig ih / :�Will&necessary s ".onow itemsiten*.rO:pig—itifeering rot view and a l the lam€lev&Iv:- t CONERTION§ OF AP PR+t VAL S"W_P, t. include a shall be�n-to ha tie: ft Prior to cme ring:site.improvements,submit - of construe hen pg r#"": x~ ir` �i t with "stappnr i plan o*City for IS,� . drx: ns,ar&L Pawthat add ets each' the fa,.' requ .e,;li is to the • 54-sot�-oi ti CO 'I:TNHY DEV PLOPMENT DEPARTS f. 'Tom."Monk a"Btl'odeau,' 3- • 32 f ;fit et+te pavementrnetting City-of Tigard .Strom T1f EOLLO GtONTIITIO S'SHALL BF-S,AiTtSFLED Z 71S-2427 The cover letter-shall el i ttf.: ,... .:h:€e 5rchait the-required sS matron PRTO.i-TO .EJNAL PLAT, W information is found: G O 5��- ��s d �; �-Pryor to a�:��biiit �s��e i shalt �-a�p l.. Rior to site wok:the , Est t� .a inspection maures .. hane ..; " .:r:t.: e with the urbanforestry • 5-�concrete"sib ou i sib fie street " 8Lfoot tb1 F..asem (P13 tot'sidek of the i" i ae to "� p s s a plan. „UI plat; d�t tte 'tom w side:�•;� directly to€ - j' •- ��. a lie Ong the C�;of Tim Standards 2t. tofinal, �t apo .l.,.all Wi t, a at .wit p C� glamrerwit i w. fthe ia� Y• "e t r s 1 ii � t.l tf #"t€ # f € i � formic •" Stre lsr ;the'.apprev.ed=p Tigarl ; .� .e°e; ,�: erl,.'.l :, g i . 2." , . 9roject. .. �y' +."'4' i, .t WEI mty-c�li �+ aw ing - 0 0 CoMPlianceintart=complianCe"With the� • . d aa4 tv str t �f�€e as��for s i , ' ' 0 0 — CC veriftratioA with' site e • t *Manual .lip. plat," pstr> .�t 2 ❑ -week oft��Trate e=� • l De rites� cc)and i of Tigard to.12 Ave" be str ted,completed,'andfor sates" 11 " + a Q3. .Pri€rt° site:WC y�� . ". ".. om in thy: of : "fay" • ttee�ps=�a��:� "radios t " �fTr�a���#�t�a� final 6."Pri to plat, p} .�,all.��:�tvihtr =inf tint `lid Uthecir,S c c: - proces . ". 's,;.,, � t en • Iniersectimtire urban 3 � a _ z �,l _ e a 0 i .ofk9"r d `gtO tr ,t�n✓ I56�- + €t I meting theb Right of Way A r ity eo cation and rely" meted:. c" "water�Sity" ;i Il '.: at $ - - m !» I qua tit atili cies Mall be p`E tiSded.with 3 vex" f m tennce V Prior it,SW 12.1:11 Ave CO to s 'w the appl t de. ;.:�.- ,fit bowl,f all:t " 7_submit fi four" es crt ,�plat. eP' b a"" "be�.pez t -apprtritry vita# s3� Ave-,Shall'ii � bed to sor lcer3sed Clre ��.data rtie ; it to. a ,t 4a:aud' :.. r 4"tree I t Be al . t girds "t rl i Forty 1 ', I a ... �:4.of ye r-. . i Final- 7l z-"t ko:Fia4 144*,: gergirFinolOr ` 20`7-0000;i itrr r t it : t PtvelD, t 3l.f 9 zoneior-qp. . + P 42 • ,t42t,t tNiPtsu ter i .po „' ,7:1 t z 0 I- g the:t� {x tr ; b « .,-;;a.aot r�aai�ed,T t * "t, _ ark d . � l U multiplied < io w s I it o the ins -sue. t°t ." tat" - " '" and, z w E s "b a � 1 :�intlx:",«at,+ ; .a 24 76S"( plaa ► t�x : "32 2441* 1 t Ofgfi d W Ste" �it •o T O in f • $Ml e) t58O( plantedt "x$Shi�' Subject �tes-in.lam- "section ( 0 • 29. ual p .wi ' .-ltide i gin= Comm ty" > Q Theapp caa t, e'.a"cn l I t it:"_. �4;,-,w • 5--.1 ;plant .: ,side of streett W Pairs *" "�'�g" P, �� �'�ri»�:l�i� �tP NOTE: -�,t�u��?��� t�l�tl���� of d ><tt �o"ply-fit:a ssthefoi g ,- " :4.41.: .... to i E.Rric -* •5"� c onthe € 'and "" t cL I I the taaa . plot �l��y"��� ��i �t"s�.�1����g. •�t�i �ig m DEP T'h ATT : T"T i : 4-f f�= >_ ,---cover"�sue.clearly sideOf that the City has dewed "final plat l otttt " i is to to cs idea*-wherein the-st_ibmittni*legtin-ed irifortfon . • Storm g"2nt +'hard- a Wad`. it Design r---- ', S4: 0,1* 30.,Ateihe:pity C--o yi-Iwo: ` * * ai0*,Ott ,�yoft c _ F�Ep7f€.'#£tt3gi? &any _�y y{"■V fb SbiYflyvy:,��y i.YaTtE a. #a-4w '1 �{the �y,., t�1233�i{ �3trySC3i{plat-for +lE y}T{�- "1 } 5. ' �}�y } y� ry y fy_y� �s�y �y t yq y Cry ysy yy Q x p p� } t:Fi�: iev ofst'fL`.e iLname.at id #'` +q..t.I h.iv3..+�cat-C4�ntr- ac,With. final 47+4•W a $y+if '.SiFfi Tn.1.F4. W.tb�i bYAt1G'X�J53�VYi ,7.1j�4 S 8i x?.i k Q L.L. * C tad Dais ity of'"T. rd�adards o Eng sr�ri v^ ortat 3-71.8- ' _ r :-c,,t" +,.'L � fin atad" 1N wit sr s t can it� t. .. ii C." liar a emuring that nevi,tit�. e�€ .a: •� ssi ."l to: 1 �"Meeting-. twat, p *mg .p "adsi few.. :x1 : _w:-�slyI assessed.-in. ,•, ,,�'athtr c=�l evii es the al"tf 1 13� y- i t l i = o ci ��, vv��� e.�} }��^ �" .s� "T��tc�r .l�is�C;�- �., the T`.`.-" �-d *} final } ,gyp �y� y a,�. y �7,� -�3.� `1�+ i '• ` � V c L3'_ Ykr�,�. "` .a3 m d tot ap va . 7;t.i�i` � f .�t the�_ai' orenuu --j r tec stagy a _ ; cti3 . • a- l ram" tt :Crt ofT d Standards the Fib Fight Di e� �ti 1 .t0 t dis .s as oity provided in il ? fl i %d L le it l i ty .41. tstT ty, e ts. • .opens r-t 'id win te !r i -fig ,"way'deckation.; cc ea5er "l ca# it zti tP t s«o g::'far thane lrtili s: �e`ii -�: 1 slower bc6 b;: 5a Prior t �a plat ., icle evidences that"the CiA "mablis:td- Q =�''�e:de�id'"�� �With$��Ilo�����e a��t�ards� . . . . • t`'� and tti nuri foribe'Pant. 'W -i place„ o 0 • 2.0-tiont a 1 c tenient meeting thecity crf" t , d:lam Street. iv CO of Tigir4r*plic ItAjto‘vitterit-Dles.04 a ' finalpt .P t tifli °i K ? cco� a r � 4: � Standards _ • Sidew on the w "and connectte. stw;es p�tr iap . MIRE ors; SITE'WALL + ' N , gL '� "i1 I o • Pi .Codes. . 8PU S��of " ,, co o e :�lical - r�St*,a Feral A a Sta id Dims '�•TUF �3 i0WING C rtONS ; , U 11 P r�to � cing et a, a 4.1��rre ian from. , 2 `Tassociated tli lic-. cti e inc t andoff- private t 121'"Ave., -' 8 r N W � iitie*;'�wa �tsr' ;;-:;"4•� � z��es,��� � ��r��at. or l��f�� ���d �'��;�r� � ��a =i�i (�"� �� �� o � e semeins;easement -and ., is-- 1 for utility�i t y gOPtai� awaiting i i. i t it ut'f€zr Cityapproval, m o _, l�l �.commencing sip- �� .��it side plans and���. � �- � � ar-es subject City.�er's:r iew i hep. ice, approval; linage�+rta "pastofthe.PHI tindica.#i b "ram.-offge, DAThDthis., .dav4ai,I • 201'8 W - �1� -w�Ike" ll�.zos� d3 treated to Engineer*g \ 3 '8_. Prior t€a conime w site improvements,- t .,a Ea l Improvement(F� ° f `s- o Pernititit retitiredfiarthis to cps*. : IE,y.,,;. ,,,P - --work including inchi e a maentmcep.lan in accordance-with trWS Design and ion ion ED uali' •k-._-;' ^ and any other wain tlie plibkic Stamdardsandt 'City-of Tigard tandluFis_ ;.,..1 :,1- 0 f Four(4)sets of . e .p i#� :f4fi., .:".���-` per' be u � edf review-to of nnv'"5.f.:, i*R-•ti._.At ErirS riePSPin :c e .irrc to of improvements-associated-vl public r:"tt;t::z..1 TEZtafeS includnig.bat not 15_Prior to.coime nng site<i otuts,;the Applicant Shall a"tCNS ted tto'�.=~ :t it , i 4,114•,,, . ter.o�ty for wte connection:. riot to is n e'ofthe City.ofTigard F N 3 .fa:iliti�..� sewer �tlig�and techi-a ill rev-liedat the. P i t.l��"he the City of Tigard for r��:The-c0 will." o time-4M Permit SubmittiL When theWater :.:-.,-•„ is'.rindert City of'Timid forwardp .to;;CWS ft r review_ no 0 i"tidi� "ati� f M x �rent.shall elisted �, Gl _ / a� to�;_cYist estimate. .''...T .:'-these p are �S� FR ` //� ;$7.My drawings the Building is'x;r;".a shouldonly she It �..�to cO o ov ut ,submit site"ply as of the P 'T // m lei-main TO pibbe- .pap. .0',sr s_Mho c.Facility -•,..ve eit permit plans sh Permit*Oaring the prOpOsedIlfriitary.7 stVer,SYstent and associated .tie.to be- conff2=t6.City-aTiguti Public Tt oNement )..b ?2 : Standards,winch are designed and edtistruqtt irt*LiAckaice with theca Tigard S gn // i vai.Iiahle sat c +:1 "the w'web t e(t .t. ;'Itga d- r_, 0- :CiiSlnittititn.Stinclar e c., yi,,,,„,., _, 9- Prior toc Ointileath2 Mite it►.rn ,of the exact legal name; address telepl e traber f. niiivi :* e entity who 17,;' i ". r , s t szt " a pit OgNIE`- z 1g�, the`rent "r'a € ll . ... the financial assurance fore EXPIRES: 12/31/2019 U ix tAtar1+( r SHEET Hearings Officer FBI OreW Ern Officir fiW Or `gr SEWN 00 :fit a0,k t t PO /5" S 1 T i br;430 s r isash Peige1.1 su o17-r`t6 anuti t ti p. F I3' 297. OF in 0 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 29 a: zn 'PUBLIC STREET LIGHTING OPTION "A" NOTES: i • 0 Lo 1 . LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, V- Z TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. 0 0 (19 ' � r-,1 C4 CZ) Z o ° mC PGE APPROVED LIGHT POLES ARE: £ a o SHAKESPEARE BHT3099S5BL9901k. " . °? CV FE- CMT MDS30-F-100-S2-HS-PC-NP-1 B-2241 N '''Zr2 CI N co 0 W RP cP I, _ _4..-_...,. "� 1 S 1 34BD U o N © m ❑ (I) ❑ uj ! " �� �� LOT 10 9 � PGE APPROVED STUBS ARE. 2 �, •--� ,� c� � SHAKESPEARE BHS3099N3BL9901 E +- I LOT 14 11400 c = \ ,� o m 0 ''�" CC CM 25-STUB-UP ' u o c 1 Z Q • 1 S 1 34BD W U x . E""' ~ 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. I ' • o ; D 0 �, �2aa f � a' p �. J 1_ ,_ PGE APPROVED JUNCTION BOXES ARE: 1.2 `. b 1.3 t . t.3 p -Z o �"' 1-0 NEWBASIS FCA132418T-00043 . 1.a b., • . . b.3 b., • -, Q o o Z a- H ,� .2 b.• b, b,3 b,3 b.2 QUAZITE A4213418A017 1.2 •. 1.31.2 ..2 1S 1 34BD '� W ¢ (� ARMORCAST A6001946TAX18-PGE I v H 11300 1.1 b.z 1. 1.2 b.2 ..2 ~ W j HIGHLINE CHA132418HE1 . 1.1 t. b. 1..21.2 .2 2 Q j i 1.1b.. b. t.2 t.2 .1 i- LOT 15 b.zb. b. 1.1b.l .1 a. "ELECTRIC" OR "POWER" SHALL BE IN THE LID MARKING AREA. 1.1 b. b. b.l b., .1 • j 11 b. b. 1.1 1.1 6.1 LOT 6 LOT 7 LOT 8 LOT 9 3 I 1 1 b. b.l b.i lb., �a 4 3. LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED, 240V, MAST-ARM : j b, . . b., b., k.1 LP G, , MOUNTED, BRONZE SHOEBOX FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. I id., b. 1.1 b., .1 LP ',`e P \ �� s� Z 11 b-Me.l e. 2 • 3 - ��. e z PGE APPROVED SHOEBOX LUMINAIRES ARE: ; il b 1 . b. 1.1 b,2!`.2 Ik}} - - _- \\\\ W -I 1 b. b.. b.2 1.2 0.3 1 L _ _ _ _ / CL 47W CREE STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTL CC \ 1S 1 34BD C : 1 1 :. b., 1.2 1.3�.3 1,\� II 2 1.s� . it SW SUM LANE �� �► ,. _ sue, _____�_ � A ___ _.___ 11200 W P 0. b 2 1, b. 1.4 1.. �6.6 1 6 1 T"� ��® �� ME U.x E.1 b.l RP1: LUMINAIRE SHALL BE PGE APPROVED 45 WATT LED, 240V, MAST---ARM MOUNTED, GRAY • w� - -�� 1,3 1.3 1.3 1.2 1.2 b.i 1.1 1.1 7 E �� ' 15' 1.• 1.5 ..6 P.] b a 1- b ]� �IOXI��- � . , . '.:' .'---, �' 1 > Z COBRAHEAD FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. b.9 b.9 b.4 1.9 1.9 1.9 1. 1.3 b.2 1.1 1. O 1.3 b. b.4 1.5 .6 .T 1 5 b-8b`a b.l b.l ... 1.] 1., 1.8 .9 1.3 t.T t.6 t.6 1.6 b.s t.5 1.4 1.3 1.3 �.2 1.2 1.2 b.1 t.1 1.1't.1 1.1 1,1 t.1 13.1 1.1 t.2 1.2 :.3 1,4 1.5 1.5 1.6 :.6 t.6 1.5 1.5 b.4 3 t.2 1.2 t.i b.1 1,1 b.1 1,1 b-1 b.l 1.1 1.1 1.1 b.2 1.2 1.3 1.3 1.4 1.5 b.6 t.6 1.6 1.7 1.6 t.6 t.6 1.3 1.7 1.6 t.] 1.7 t.] 1.6 1.5 1.5 t.5 •.5 1.5 .5.5 1.6 t.6 t.5 t.6 1/.6 1.6 1.6 1.5 1.5 . 1.2 b. LU b.a1. b.s1.6 - 1 1 "s b.2 t.11.11. 1.3 b. b.s 1.5 1.6 ,.6 b T 1.6 1.8 .e b.a 1.T 1.6 b.s b.s bs 1.4 1.9 1. ,.3 b.z 1.2 b.z 5.2 b.2 b.1 1.1 b.z 1.2 1.2 t.2 5.z 1 5.9 b.s b.fi 1.7 1.6 .4 1.6 1.] b.6 b.s b.4 ..: 1.3 1.2 b.z 1.2 5.2 1.1 1.1 1.1 b.1 5.1 1.z b.i E.2 b.• b.3 b.4 %,i 1.6 1.7 1.] b.s 1.7 1.9 b.9 1.2 1.] b.6 b.6 1,6 1.6 b.6 b.s •.5 b.s ..5 b.s b.6 b.T b., b.6 b.6 b., b.a 1.6 b.e 1.7 b.s 1. PGE APPROVED COBRAHEAD LUMINAIRES ARE• Q IL 1.7 1.9 b. .a b.4 b.e 1.7 1.6 1.4 1.4 1.3 ..3 b. b.z b.z b.z b.z b.l b.l b.z b.z b.z 1.• 1.3 1�.3�,g 1 4 1 s 1 6 1, 1.7 1.: .a 1 e b] 1 s 1.6 b� b.�1.9 �' • I . :z ba_z1.4 R' T., T., t,� 1. � . a R. R 5 b s b� b,s-b,B 6+ �, x^ 1� '�,a 1-�-=0,6 ' . 1:•s'-.. . . . . . . 1, b.$ 1,9 b.8 1.7 3 1.2 b.1 1.1 f..L Z � b.3 .4 .5 ..5 V.5 Ebv � � �y��n p - p n 1.6 1.5 ,.3 b2 1.1y 45W LEOTEK GJC2-20H- MV-WW--2R-GY-700-PCR7-RWG-WL-FDC-PGE v" I 1.6 b.] 1.71.] 1.7 1.6 b.51.41.3 b . ,.2 b.21t,-)0 a2 b.2 b.21.21., 1.2 b.21.21.2 b.31.: 1.31.41.5 b.61.6 b.5 b.6 b.2*.019 1.6 b., b.6 b.s 1.6 1.6 1.5 1.4 1. 1.3 b.a 1.2 1.2 1.2 1.2 1.2 b.2 b.23t 2aPa b.3 ..3 1.4 1.4 1.5 b.a 1., b.a 1.6 1.6 b.s 1.2 1.6 b.s .4 1.3 1.4 , b. 1.5 1.5 1.] b.e b.a 1.] b:, b.a 1.9 b.a b.s 1.3 1. 1.' 1.4 1.5 i.5 1.5'1 `b:T ] Ln bT 1.] 1.5 b. 1.3 b.z O V ,<••i5 , b.5 .. 5 b.s b.5 b.9 1.4 ..2 1.2 b.k 1.1 b.l b.x b.x 1.1 b.k 1.; 1.1 b.k b.z 1.2 1.3 1.. 1.3 1.4 1.5 1.7 1.7 1.1 1.6 b-7 b,x ,.T 1.T 1., 1.6 1.T 1.T 1.6 1.6 1.9 1. 1.2 1.3 b.z 1.2 1.1 1.1 1.1 b.x b.z 5.2 1.2 1.2 b.z b.z 1. ,.3 1.4 1.s 1.6 1.] b., 1., 5.6 b.s 1.4 ,.3 b.a b.z b.2 b.z b.z b.3 b.a b,s 1., b.9 5., b.6 1.T 1.6 b.e b.e 1.3 b. b.4 1.4 5.4 ..s •.4', $-- b.6 b.e b.s :.a b,2 - N t j . t.31.3 t.31.3 5.3 t.21.2 1.21.1 1.11.1 'Li 6.1 t.1 'Li 1.31.1 b.i t.i 1.1 b.i t.z t.2 1. 1.3 5.4 'Ls 1.6 b.s t.61.] 1.61.E ,.6 1.61.6 '6.7 6.s 1.a 1.61.s t.4 b t.3 5.2 t.z b.1 t.i b., t.i 1.1 t.11.1 b.11.1 t.i t.2 b.2 t.2 .. ..4 b.a 1.4 1.5 b.4 5.4 ..3 b.2 t.2 .5.1 t.11.1 b.2 t.2 t.3 1. 1.3 .. 1.6 . 6 t.61., 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, r-1 , 1.° b.' b.5 b.61 .t _- . 1., 1.B 6 1.6 b.s 1. 1.3 .4 b.- . 1.5 b.fi .6 1 5. - "bi..- I� a � ��-®� � ��� � ��� 5.6 / O l J MMIt FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUM' N �,, r _ _. - ' a - 11 ® -- 0 V W 1.4 b,. b.6 b. b.T .T b.6 b.. 1 6 1 9 1 a b] 1.6 b.s 1.4 TURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5: 1 TURN-OFF/TURN-ON RATIO, 1.. • 1.] 1.6 1.9 t.e b.,/ �► 1.51.T ,: 151.41. : : �/ _..I W SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. 1.4 b.6 1.6 1.1 }.0 1 st.4 b.s( ..9 b.9 :.., ce i 0,,,., i . : ���+++++ . 1.6b.91.1 !.2i.1 I C TURN-OFF DELAY. LP 1.9 •.9 4 ,.4 1.3 H i 1 Q 1.9 .2 ti.3 .3 3 L P ! 1.9 b.9 b.3 ..3 b.3 1.2 - I f 1 1.4 It, .3 .4 5 W E -� 4 � S.3 1.3 1.3 ..3 1.a 5.z PGE APPROVED PHOTOELECTRIC CONTROLS ARE: a 1 . b.s �.1 1.2 .4 r w .' 1.3 b.9 1.3 •.3 1.2 1.14-1 RIPLEY RD8645 1 b. 1.91.1 1.3 .4 ; 5•` RP DI i ! ..4 :.. b-3 ..3 t.2 1.1 1S 1 34BD 0 1. 1. b.92.11.3 .3 'a E b.4 1.4 1. ..3 1.2 1.1 11100 DTL DLL 1271.5 J50 I0 LOT 4 w 1 1. to t.1 1.2 .1 LOT 1 LOT 3 > . b.s b.9 b.9 '.3 1.2 1.1 b.. b.s '.a q.1 .0 1 d: LOT 2 LOT 5 i 1.61.61.5 ..41.31.2 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #1 OAWI , 1� 1.;1.] L.6 1.9 .6 ' I1.T b.] 1.3 ..4 1. 1.2 `-� b.s b. b.s 1.7 b.] .] He-;. { b.a 1,7 b.5 -•.s b.4 ; :_ I 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT , I i b.4 b,, b,, b.5 b,6 .5 5 1.6 1.6 1.6 1.6 1.4 I PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90°C DRY AND 75°C WE . _ 1.3 b.., 1.4 1.4 .4 4 J LP b.e b.6 1.7 ..T b.] b.s I tp Iiir1.6 b., 1.6 ..s b.fi b.e E FOR 240-VOLT APPLICATIONS, THE PGE WIRING CONFIGURATION IS: I 1' b.2 . 1.3 1,3 3 1.2 `n . b.51.' 1.B '.8 '.81.8 ' o 1. b.z b.3 3 .3 •.2 . ..s b b.e ..6 b.6 b.6 ; r= BLACK AND RED (HOT) b. b.2 b.2 ..3 t.3 .3 .2 ! ! t k o GREEN (GROUND) ! us Q LLI 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E. SCHEDULE "95" OPTION E ; 1S 1 34CA 1S 1 34CA 1S 1 34CA 15 1 34CA iS 1 34CA Luc)-5. "A" SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. I , o LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. I o I 7700 616 &15 510 535 O 1 1__ Z 0, 7. LIGHTING CONTRACTOR/INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF : o a CORRECT MATERIAL BASED ON CURRENT POE APPROVED MATERIAL LIST AND JURISDICTION STREET LIGHTING PLAN Q c SPECIFICATIONS AND STANDARDS. LIGHT POLE AND FIXTURE SUBMITTAL TO PROPER I SCALE: 1" = 30' JURISDICTION RECOMMENDED. I , Q Q I 1 15 O LIGHT POLE LOCATION ABLE POLE NUMBER MH WAT S LUMENS ARM ARRANGEMENT STREET POLE TYPE LLF z LP = INSTALL NEW LUMINAIRE ON POLE . 1 25 FT 47 3830 0.67 SINGLE 119TH AVENUE FIBERGLASS POLE 0•85 Q o X (X - POLE #}. F. ii 2 25 FT 47 3830 0.67 SINGLE PENN STREET FIBERGLASS POLE 0.85 5 Q N N W ARP 3 25 FT 47 3830 0.67 SINGLE PENN STREET FIBERGLASS POLE 0.85 ®it' g a �, ®� d C� ..?, rrl = REPLACE EXISTING LUMINAIRE ON FIBERGLASS POLE #. 4 25 FT 47 3830 0.67 SINGLE PENN STREET FIBERGLASS POLE 0.85 1Y' P Li A (X = POLE #). o 03 'N ) 5 25 FT 47 3830 0.67 SINGLE PENN STREET FIBERGLASS POLE 0•85 m p v� a, o RP 1 25 FT 45 5119 6 SINGLE 121 ST AVENUE FIBERGLASS POLE 0.85 ,IE Li J ...___LI__...,1 RP/2 25 FT 45 5119 6 SINGLE 121ST AVENUE FIBERGLASS POLE 0.85 m SCALE 30 ° 1� 30 r LIGHT LEVEL RE IREMENTS ` '-' W Lo 1 INCH= 30 FEET N ROADWAY CLASS! ' ICATION LIGHT LEVEL UNIFORMITY cp evgDPRo: . Lo TARGET 0.4 FC AVG 6: 1 AVG MIN • • c5 i-'!"1 $. ÷, AS- BUILT � SW 121 ST AVENUE LOCAL ACHIEVED 0.46 FC AVG 4.60: 1 AVG/MIN - ,' 2/7/201 LOCAL TARGET 0.4 FC AVG 6: 1 AVG/MIN 4; . - •°• -cD r "". ' Q� SW SUMMERBROOK LN ,� ANIEI. NOTE ACHIEVED 0.42 FC AVG 4,20 AVG/MIN H Q U Q WIC: b2/31P9 AS-BUILT DRAWINGS INFORMATION IS BASED ON CON 'ACTOR, TARGET 0.4 FC AVG 6: 1 AVG/MIN SHEET a' FIELD SURVEY. AND FIELD INSPECTOR GATHERED DAT . ALL N INFORMATION HEREON SHALL. BE FIELD VERIFIED PRI* TO USE SW 119TH AVENUE LOCAL DWG. NO EL I K. IN DESIGN AND/OR CONSTRUCTION. ACHIEVED 0.44 FC AVG 4,40 AVG/MIN �! ELi 0l" I N 29 CITY OF TIGARD CASE NO. CUP2017-00007, SUB2017-00009, LLA2017-00013 &ADJ2018-00006 E 1