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Plans (11) S1T2016 - 00021 RECEIVED 1 3553 SW PACIFIC HWY" iiN O O W N N 1 � Z r 2016 0 � a W w �UII,Di�'GDIVIS/�� --� �,Yt > vr'TIGAR/J CO _ • V' o NEE CONSTRUCTION - SINGLE STORY COMMERCIAL RETAIL — . Q 0 OC o 2 ll W ... TIGARD, OREGON W c�1- Li- IX W City of Tigard Erosion Control � a Q N Q To Schedule Inspections. VICINITY MAP PROJECT CONTACTS Q J �,,,, Call (503) 639-4175 I L_i _i _i -i _i _I I_ r �� /' `\,`� N : — Initial inspection: y __ , L /, \" �'� csi Nor to looting inspection (Igiiitt 1111111r1 ��_ r F 1//1 �( '� �' �' OWNER / APPLICANT: Q LL Final inspection: • -------1,_ IT]1J1 II1 �! 1 \ ' 0 1 j ��1 \ / \'CI TIM HORST / FAST LANE OIL CHANGE LLC W N Q 20' s0 10' 20' 40 _ r1 i I I t i---1 I i \17 Z P.O. BOX 230764 ' .r r• - SW PARK STs- _ - - rte\c^1 TIGARD, ❑ _ _ a _ — f / -A- OR 97281 p 1 i I 1- -1- - - r -- - ._ / f... ,•.,e' PHONE (503) 310-4776 C 111-1 SCALE: 1 = 2Q i - I t _�I_ _ -' 0,, O CI,� _I I �—, ( �j V ';�/ T'� PROJECT ENGINEER V �r — EMER O DESIGN, LLC 1 --- — - — f / I I ( �c� �I <1 I, / /// SW82$SINIMBUS AVE, SUITE 180 <iltlttil��lE�tt 41 I� -- y �l 8285 TON OR 7008 CONTACT: ERIC EVANS j f `�; ` Fti�'= r/ 4 ` _-(SW� FAIRHIAVEN ST1 N ' / -, `ow 6. P: 971 330-1129 IlO@ *4�• -F-1 I / 1 j 7 T ' J SITE 1 eN/2� °fil - ......----.....---- - ...,-----.....--- - S -�-t7 �� I - ' , N \<;, SURVEYOR: f ---. L N - C EMERIO DESIGN LLC 1� �� /' / -� v �:xl_ �''` 8285 SW NIMBUS AVE, SUITE 180 r- � -�'- '" - -���-� '' LIMITS OF CONSTRUCTION ! ! 11{ f I 1 11� I i I I -----� �- �� BEAVERTON, OR 97008 W Iga .. / /�7 Vlilti V Iiii 0 \ CONTACT: KING PHELPS W :*/ �� '--�, r I I I LI TI _ c�4 172 i ( II I -` PHONE: 503 746-8812 — 'G 7. tet# / 1 7 Q_ �_SWILLVIEW ST - ( ) I�� 111 , •. . / 1 1 1 I I— - - - Q - - 11- - - ; 1T-••--•-•••-•- \, ��, `� -- -� __ _1' ,' / �_ t 1 I , f SITE DATA :.'.:•.,- - SW CAA-RIDE' ST – 1- I_I-I _ E.) [1.1 TTTTTT'T/* 1 /� 7� r(�- �1T.7.7F17.T.T.T1' ~� / I 1—` 1 1— I- r-1 11 f i ° ThT.T.T.T.T. -.. v1 -500 SITE ADDRESS: 13553 SW PACIFIC HWY, 8 # j4 . ,' =,� ,' . • . .�; 12.001. ' CONSTRUCTION�t � / TIGARD, OREGON 97223 I VEHICLE ACCESS "" y Di_ , �`.. a 4 :: � � _. ABBREVIATIONS rax LOT: sloo AND PARKING :K>,,,..-<,<, ,_<<.,,,, �� �. /~.•- SHEET INDEX TAX MAP: 251o2cGo91oo ° � ? , EX - EXISTING I COMMERCIAL RETAIL STORE \ SPIFFY NO. SHEET TITLE PR - PROPOSED SITE AREA. 14,$10 S.F. 13553 SW PACIFIC HWY "� IA7' "° CITY OF T1cARa �,�. %. SF - SQUARE FEET BLDG AREA: 2,997 S.F. WASHINGTON COUNTY, OREGON " : �,, \ / ROW - RIGHT OF WAY I ,` \ �j,. ,, . C0.00 COVER SHEET STA - STATION d' \ CL - CENTERLINE • N i \ \. 'tyo` ., ` & /� C0.10 NOTES PC - POINT OF CURVATURE' y4r G = PT - POINT-0F TANGENCY E BENCH MARK INFORMATION 1 4* t / \ � -✓ , C1,00 EXISTING CONDITIONS AND DEMOLITION MAP - ! j ,�� / RT RIGHT + `G < LT - LEFT - ELEVATIONS AND CONTOURS AND DATUM FOR THIS I- ° 4V.,#/*O \ <<i�/ G2.00 SITE PLAN COP - CITY OF PORTLAND SURVEY IS BASED UPON WASHINGTON COUNTY / if STD - STANDARD BENCHMARK N0, 949 ELEVATION=269,59 WASHINGTON % \ 4 ''r ` C3.00 GRADING AND STORM DRAINAGE PLAN I �s. .` // / \ DWG - DRAWING ` COUNTY DATUM. o ""• " J c C3.01 STORMWATER FACILITY PLAN AND DETAILS SS - SANITARY SEWER `'`. ►4• UTJJ.T.T.T.. / / / MH - MANHOLE ou, ° Wan 11140 T T T T ++ %�` T.T.7}f1T.T.7•T.T1 , , / ,. \ / C3.02 SITE DETAILS CO - CLEANOUT w E + '17.Til.T.T.T.T•TL `.J / - '� 0 CSP - GORROGATED STEEL PIPE IMPERVIOUS P F RV!O U S A R EA SUMMARY i.T.T},T.T.T•T.7Q A,.. - ._ ;h1.1*,./ , / G3.fl3 SITE DETAILS CI - CAST IRON t,,�T.TPLT.7.T.T.' .,t �, /:.T.7T.7.7.T.T.. *"� "' .:ig50'g'' i # ♦ ELEV ELEVATION ►4L7.T.T.Tpp M ••• C3.04 STORM DRAINAGE DETAILS L�.1 •-••-'vT•••••••T�` �� /vAvAuv ♦ BOW - BACK OF WALK ELEVATION EXISTING OFF-SITE: 12,183 SF c>` i %� '° '::•:vivaere // /( 1 / C4.00 UTILITY PLAN DG _ DEPRESSED GUTTER ELEVATION PROPOSED ADDITIONAL OFF-SITE: 506 SF .os` Alt �1 r DN DRAINAGE NOTCH ELEVATION TOTAL OFF-SITE: 12,689 SF • 44 + / / /� G4.01 UTILITY DETAILS FG - FINISHED GRADE ELEVATION ° I .41f G GUI ItR ELEVATION VRbSpTIoNstON-SITE: 4,543 SF I % EC1 EROSION CONTROL PLAN SW — SIDEWALK ELEVATION ADDITIONAL ON—SITE: 6,213 SF "'s 1.,,, / �- / �, TC - TOP OF CURB ELEVATION FINAL ON-SITE IMPERVIOUS AREA: 10,757 SF :a / ( EC2 EROSION CONTROL DETAILS TP — TOP OF PAVEMENT ELEVATION N I �/ / L1.0 URBAN FORESTRY PLAN AND LANDSCAPING TW — TOP OF WALL ELEVATION z N I / 1S\T. / � L1.1 URBAN FORESTRY TREE PRESERVATION PLAN o hi ° G / ,rr Q �� i / �` ,. ip ° II. G �� LEGEND i J a.' 0 ti ° g • ENGINEER'S NOTE TO CONTRACTOR �� G PROPOSED EXISTING w a N c4 E ° °� '� /'" ' CO \'* • ��� a ' ♦ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURESm 0 PROPOSED STORMFILTER CATCH BASIN oco EXISTING CLEANOUT AS NOTED z A SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO o:co 1 �, a T 1 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE ° \ a �' �TC: L. �, i :�� ' I=l EXISTING CATCH BASINM r co 00 w y. ` / SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE O PROPOSED CLEAN-OUT — o o '''ii Permit# 26 ,�I,�r„ - / PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE EXISTING SIGN m z o o v �j►�, / DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND -o PROPOSED BUILDING DOWNSPOUT z o"'..."'. Addtes_, ' ip.; 1� / / EXISTING TELEPHONE PEDESTAL $ t ;/ � RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR ��� ` }W a ; �, • e NOT SHOWN ON THESE DRAWINGS. # PROPOSED LIGHT POLE a o / .���� Date: EXISTING IRRIGATION CONTROL VALVE N GgTF ,,` THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE =20"""""`-- PROPOSED MAJOR CONTOUR LINE EXISTING FIRE HYDRANT co u I� RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF i / CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 219-'""�"`'� PROPOSED MINOR CONTOUR UNE XX EXIS77NG LUMINARE CS Air CS COPY (III PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO PROJECT BOUNDARY ExlsriNG DECIDUOUS TREE Nf CE NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY o AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL w w PROPOSED STORM DRAIN LINE w EXISTING EVERGREEN TREE City of igard Erosion Control LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK SD PROPOSED STORM DRAIN UNE 1-(t + hedule Inspections: / ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF "%--..... -195-- -- EXISTING 5 FOOT INTERVAL CONTOUR oD PROFS all (503)639-4175 / / THE OWNER OR THE ENGINEER. ss SS PROPOSED SEWER UNE - - _194-- --- —-- EXISTING 1 FOOT INTERVAL CONTOUR D' �,Ncl►�etR `r`r�p ci Initial inspection: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT -` • . - - EXISTING EDGE OF PAVEMENT 54x65 Prior to footing Inspection •':.�. PROPOSED SIDEWALK Final inspection.// ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. E .' t - "' - : 3 N`t'final � °`�NOTICE TO EXCAVATORS; NW NATURAL GAS PROPOSED CURB X X EXISTING FENCELINE ATTENTION: OREGON LAW REQUIRES YOU TO OREGON 1, POTENTIAL UNDERGROUND FACILITY OWNERS M-F lam-bpm 503-226-4211 Ext,4313 xso xs� EXISTING STORM DRAIN �� y 11 , Pym FOLLOW RULES ADOPTED BY THE OREGON AFTER HOURS 503-226-4211 PROPOSED BUILDING xss XSS EXISTING FENCELINE /c49ANI E\-c- ao ' UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 Dig , Safely. PGE 503-464-7777 xw xw EXISTING WATER LINEcn .�J EXPIRES 12/31/2017 f CENTURY LINK 1-800-491-0118 THIS DESIGN COMPLIES WITH ORS 92,044 (7) IN THAT NO UTILITY THROUGH OAR 952-001-0090. YOU MAY Call the Oregon One-Call Center P EXISTING POWER LINE SHEET h OBTAIN COPIES OF THE RULES BY CAWNG THE VERIZON 1-800-483-1000 INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY CENTER. DIAL 811 or 1-800-332-2344 COMCAST 1-888-824-8264 MONUMENT LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. NO DESIGN T EXISTING TELEPHONE N EXCEPTIONS NOT FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CO (NOTE: THE TELEPHONE NUMBER FOR THE c EXISTING GAS LINE O CITY OF TIGARD WATER, DAY: 503-639-4171 CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACED WITHIN THE OREGON UTILITY NOTIFICATION CENTER IS EMERGENCY TELEPHONE NUMBERS N (503)-232-1987). SEWER AND STORM NIGHT: 503-639-1554 PROHIBITED AREA. x00 WASHINGTON COUNTY 1-888-824-8264 c_ CITY OF TIGARD CASE FILE NO.SDR2016-00001 N O O i N W N Et GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) STREET & STORM DRAIN Z °z 0 • 0 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE 1. STORM PIPE SHALL BE PVC ASTM 0-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL F" ♦n w AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL WILL BE BE 4" PVC CONFORMING TO ASTM 0-3034. C/) V p RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL = • W re 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ASSIGNMENT CHANGES. 2. ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. .1 O 0 HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. Q 0 O r O 2 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR 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 APPROVED BY AGENCY OR CITY. LL al 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, In arm C7) ce W U c w ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF 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 WITH A 2"x4" PAINTED WHITE, EXTENDING FROM CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ANY/ALL ASSIGNMENT CHANGES. THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM NE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. Q O 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO 5. COMPACTION SHALL BE PER APWA DIVISION III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. J a J uj it N 0 CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY al, V AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT SHALL IN NO WAY BE 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. COMPACT TO 95% AASHTO T99. TRENCH w � {V AND OTHER SERVICE PROVIDERS. RIGHT-OF-ENTRY OR EASEMENTS. BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-O" CRUSHED ROCK, COMPACTED TO 95%. (T-99). COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. 0 �} 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS {MIN.} BEFORE INITIATION OF CONSTRUCTION NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE W LC) N O WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SUBGRADE SHALL BE THOROUGHLY COMPACTED TO 95% AASHTO T99. C 1/) T- CGC el 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE 35. (PRIVATE SYSTEMS) NE DEVELOPER SHALL MAINTAIN NE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL G r 1 ' AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. O CO 0 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE 36. {PUBLIC SYSTEMS} THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC {QUARTERLY} 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN 0 EFFECTIVELY MAINTAINED. MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS NE RESPONSIBILITY OF THE CONTRACTOR. YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF NE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 8:00 P.M. THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL I. ' DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE FOLLOW THE REQUIREMENTS OF THE LATEST COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. OF THE FACILITY, NE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF NE OPERATION AND MAINTENANCE NEEDS OF NE 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 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. BY NE CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY NE CITY ENGINEER. 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . NE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12).FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY GENERAL NOTES 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING STANDARDS. CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. WATER SYSTEM 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY NE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH NE 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF CITY OF TIGARD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. CO 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED STRUCTURE AS MAY BE NECESSARY. 2. NOTIFY CITY OF TIGARD, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE APRE-CONSTRUCTION MEETING. TELEPHONE 503-639-4171. LLI TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). COMPLETING WORK COVERED BY THE PERMIT. 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION 3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 0 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL CAN START. 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. Z BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR AS BUILT DEVELOPMENT. 5. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "MON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ PERFORMANCE. (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" GRAVEL 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. NE WORK AREA AND SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE FROM NE SITE AT NO ADDITIONAL COST TO NE OWNER. PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 7. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED FOR THE 8. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME CONTRACTOR TO PERFORM HIS/HER WORK. ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 9. ALL 2" WATER SERVICES SHALL CONSIST OF A MJ X 2" IPI TEE AND 2" IPI X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. - 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO 10. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALYY OR 3 FEET VERTICALLY OFA WATER MAIN SHELL BE ENCASED INA REINFORCED CONCRETE JACKET 6" THICK FORA DISTANCE OF 19' ON BOTH WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO MEET LOCAL REGULATIONS. SIDES OF NE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. ACCOMPLISH EFFECTIVE EROSION CONTROL 11. 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 5 PSI. WATER MAINS WITH A STATIC PRESSURE 8. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES NE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WIN LIKE KIND AND 12. UPON SATISFACTORY COMPLETION OF TESTING, NE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING MATERIALVELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH AND CITY REQUIREMENTS. THE CONTINUOUS FEED 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED DEMOLITION NOTES METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE zo NAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. NE CITY MAY DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCUIM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS a 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING DEMOLITION ALLOWED TO FLOW THRU THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION OS OF THE SPECIFIED STRENGTH. TREATED CHLORINATED WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT NE END OF NE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST to o_ 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET WORK. 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT NE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT zo 0 FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY SOURCE OF SUPPLY. CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT SHOWN o AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID ITEM. DISPOSE OF NE DISINFECTED WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF > E SHALL BE CORRECTED AT NE PERMIT HOLDERS EXPENSE. LU O 3. IT SHALL BE NE RESPONSIBIUTY OF THE CONTRACTOR TO LOCATE AND COORDINATE NE REMOVAL OF EXISTING UTILITIES OR REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR CC 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OFTO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. a PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN (SEPTIC TANKS, WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE LINES, ECT.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER13. WATER METERS WILL BE INSTALLED BY THE CITY OF TIGARD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE 4 NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING WATER WELL THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. ) -o METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE NE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACFLOW PREVENTION a AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. SANITARY S EWER SYSTEM DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH NE RESULTS FORWARDED TO NE CITY OF TIGARD WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. NE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM NE PROSECUTION OF NE 14. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A 3/4" FIPT (FEMALE IRON PIPE o WORK. THREAD) INLET, AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, NE SAMPLING Z 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) OF WASHINGTON STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO N 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE COUNTY {AGENCY} R&O 07-20 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING STANDARDS AND DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH SPECIFICATIONS. NE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. PIPING WILL BE BRASS, AND 1/4" BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. a 24. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034, SANITARY SEWER PIPEhi CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE SHALL BE GREEN IN COLOR. o PROVIDED TO NE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE OPERATION OF VALVES IN NE TIGARD WATER SERVICE AREA IS PROHIBITED 411o (FORM ATTACHED). 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM NE MAIN AND 10 FEET INTO NE LOT AND SHALL HAVE MAGNETIC ao 1 4. TAPE INSTALLED OVER NE PIPE AS PER CWS DWG 520 (SEE SHEET 32). NE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" k. o c'ci E 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM PAINTED GREEN EXTENDING FROM THE INVERT TOA MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE D rn �; °o Ui • AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY TOP OF NE 2"x4" TO THE INVERT WRITTEN THEREON. Lig°�°' o, o BUILDINGS TO THE SEWER SYSTEM. ° a w F, 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45'). k-..„\\ r-t3 v o 1. '- )oM o 0 26. NE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO NE CITY'S o O 0) c-)INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE I 5.) 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE BACKFILL IS PLACED m Z an{n E AND COMPACTED. A DVD VIDEO, REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CWS. MANHOLES SHALL BY HYDRO-STATICZ .. 3 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER ONE YEAR. TREE REMOVAL wax 3g, w PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH o 81-w 3 TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). COMPACTION NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED co m °? RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. FOR REMOVAL) SHALL BE SUBJECT TO A CIVIL PENALTY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF NE TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. co 0 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OFA PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 7. NE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. o A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION cI 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT 8. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND o HOLDERS EXPENSE. N 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING NE ESTIMATED VALUE OF ANY UNLAWFULLY N 30. NE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN REMOVED OR DAMAGED TREE, AS DETERMINED USING NE MOST CURRENT INTERNATIONAL SOCIETY OF PLACED. ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL ��.D PROF ' "e".2 s.14G 1 NEER ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY NE CITY'S CASEFILE SDR2OI6-00001, AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING 54665 IMPROVEMENTS, IT IS FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. .. OREGON = ��/ `2t y 11 ° Pte'' c4jANI E\ -�A EXPIRES 12/31/2017 in SHEET L C0. 10 N •41C1: CITY OF TIGARD CASE FILE NO. SDR2016-00001 N O O� N W nt N Ce SI Z zd Hint s co• d/i o A ___ ____ ____ , *WJ ____ ____ 1 _ ____ ir-- .11114106-41111h' LU 0 t3 x _ 20' 0 10' 20' 40' ____ N Q ....1 haw aj , • in -1111 -1.1 — 7____ MIMI W), i or C f SCALE 1" = 20' 0 co N 1-- u... oW to N O a /1/ t, vii) / 1h i a 0 co 0 POSSIBLE SANITARY EXISTIN�`i BUILDING X 15' STORM EASEMENT ,ei; SEWER STUB 0 — ` — PER DOC, NO. 85-005074 ,•ir— _ ='- 244- -' — r . — � - _XSD XSD D —.... `, SITE LOCATION .-- ►e!a` l�liC3 �'T11i11111T_j/►`vl = _ f ;`s:'-�, `kso 5' SLOPE EASEMENT �.�•�r� XSS XS5 XSch'r XSS X t 5 Xis +, XSS X S` 1 '' RSA J PER BK. 335, PG. 296 & / • 111 / TAX LOT 9100 10"CEDAR --_. .,, �° \ �, , XSS ��� SS `,` • j\/ BK. 342. PC 258 tri �.__ / }� l► i f LOCATED IN THE SW 1/4 OF SECTION 2 WALL ,} ,lT \/ - T.2S., R.1 W., W.M. _ �A1 �.; / 10-CEDAR -246 // \ o • / '`�, CITY OF TIGARD, ill X a-,. �, f ` Av..., :�� WASHINGTON COUNTY, OREGON , t LIMITS OF CONSTRUCTION --.., / ♦ C3 CL.. 10"CEDARlit 1 \x r \ \ \ \ p �1 / � r / 10"CEDAR I ° /J \ a�,� } ;( f Ilt.�r, . _ A ` 1 � / 1 to"GEDAR Ia / , A FS SFAAFII,T cG f i , / ,:7,..? DEMOLITION KEYNOTES LEGEND>i� / PER DOC NON 2008085487aZooTA; LOT 900 Z LOTS / , / x w f ;ii d� f' //.# i' 1 ASPHALT SAWCUT LINE *CO EXISTING CLEANOUT AS NOTED `'�"� 10 CEDARI ini \ m / r 0 + J �� �l / 436 SQ. FT. OF EXISTING ASPHALT TO BE 1=1 EXISTING CATCH BASIN ,�, 111.111 U .i �-- (� ! E REMOVED. EXISTING SIGN 10"GEDAR ' l f �/ mos omml /17,, � ` `:,� '� �' VISION , SAWCUT AND REMOVE $4 LF EXISTING CURB EXISTING TELEPHONE PEDESTAL /` " O / \\ I / !11�� CLEARANCE / icy W 70 CEDAR , \ 1' a '� VT , EASEMENT pQ EXISTING IRRIGATION CONTROL VALVE " °�, / \\ / ' 1 ,�� = ......."40:177... / 4 EXISTING UTILITY VAULTS TO BE ABANDONED 10 CEDAR �� / r / / 45.7Z , ,\ EXISTING F/RE HYDRANT V in 15 SANITARY SEWER \ / / \ o' --, , IDENTIFY AND RE-LOCATE EXISTING Y +� EASEMENT PER DOC. ,I • \ 0 I \ .. oc / Na83000s75 00 \ ,,�° / \ �� �� •fit Q ELECTRICAL AND TELEPHONE VAULT AND 41 EXISTING LUMINARE • P /. \ ..;.. o o ° k� ASSOCIATED UNDER-GROUND LINES / *i . ' ° G EXISTING DECIDUOUS TREE 12"CEDAR cn + J �1- -' I �,t Sts VAULT 1 P ,.- 2 / / \� 0 4 ,DOS \�h ` / / £X/STING EVERGREEN TREE� l / '�40 / 40 * , 7-,,.—_e_„— �� -195— — EXISTING 5 FOOT INTERVAL CONTOUR 10"CEDAR ° "; / TAX LOT 9100 G� / `� _ s s' G 4I ��� — _ _194 - - - - EX/STING1FOOTINTERVALCONTOURa,I x I ?s• 11,7J�O S.F. 4 / — -246 -- ��/ ,'// •/ a 10"CEDAR ,° ` / --' • Q",:d . 4t �" / - EX/STING EDGE OF PAVEMENT Ca I. 10"CEDAR ' ~ T .-- f //___, ,)40s5)4)°,43. / ?p C.''`` // X X EX/S71NG FENCEL/NE o / / ti = / ��-17 / XSD XSD EX/STING STORM DRAIN / '�� S3'`- T / / a. .� XSS XSS EX/S77NG FENCEUNE z I �. / /y ,C``:)4' / JTT x xw X/ TI T W E S NGWRUNEQ Tce,, T \ EX/ 71NGPNE/ / /" 4 / � TAX LOT 700 � cr' �` 10 CEDAR Q_ / ,�/ ;.I G EX/STING GAS UNE > STUMP CUT OFF I '' /„ / �J `� ! /, / / / ./ / :? W ts 10"CEDAR r ----~2�1 a a I �� r / / ,, , \ / N �� a 10"GEDAR ,r'' .„ �/ ° 411#/ow. I a- 10"c£aAR TRANSFORMER Ire) .250 �"' / / �. / ��lf '�\ ` � // r*, UNDER GROUND UTILITY NOTE" Is. � �� SURVEY NOTES LOT2 12DEC ., r '" p :� , �Gw g DEC. / /k _ , �'� , PRIOR TO THE BEGINNING OF CONSTRUCTION, THE DATUM FOR THIS SURVEY IS BASED UPON WASHINGTON COUNTY `� G / THE CONTRACTOR SHALL POT—HOLE AND FIELD = • I / , ELEVA ONK289.594WASH/NGTON COUNTY DATUM. `z " 1, 4251 r /, // .. 4� VERIFY THE LOCATIONS, SIZING AND10 CEDAR =_ J $� / � (��. � � � � ATR/MBLE 5600 SERIES ROBOTIC INSTRUMENT WAS USED TO COMPLETE THIS p " ,, /, , ELEVATIONS OF ALL EXISTING ON SITE SURVEY. a 10 CEDAR a -- , N .,,� + UNDER—GROUND UTILITIES AND REPORT ANY BOUNDARIES WERE DRAWN PER PLAT AND MONUMENTS FOUND. MIS IS NOTA0 W 42) WALL • X BOUNDARY SURVEY. NO PROPERTY CORNERS WERE SET IN THIS SURVEY. 1, / DISCREPANCIES TO THE DESIGN ENGINEER OF N. h 0 N 44 1 ,� ,I NO WARRANTIES ARE MADE AS TO MATTERS OF UNWRITTEN 177LE, SUCH AS % N co:co,n 8" t �' RECORD IMMEDIATELY. ADVERSE POSSESSION, ESTOPPEL, ACQUIESCENCE, ETC. z °' •cNf0 CEDARS w oy.�''ll. ♦ THEUNDERGROUNDUTILITIES ASSHOWNONIH/SMAPHAVE BEEN LOCATED W q cNn Ca + / FROM FIELD SURVEY OF ABOVE GROUND STRUCTURES AND AS MARKED BY i` c' a �A- x ��a) • OTHERS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND ` „,...;.....,7i...?, . . Q\ / / UTILITIES SHOWN COMPROM/SE ALL SUCH UTILITIES /N THE AREA, EITHER /N -0 E SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT z a 3 + THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED, w w- 3 ., `; ♦ ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS N>1-j, ;<0>v<); POSSIBLE FROM INFORMATION AVAILABLE INE SURVEYOR HAS NOT PHYSICALLY ` "�m _ _ 1 G LOCATED 7HE UNDERGROUND UT7UIIE.S SUBSURFACE AND ENVIRONMENTAL III oo / / CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. �� , NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND ORWi ?51 SSX SSX 0 ,o I . / OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR 1: DEVELOPMENT OF THIS TRACT. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR. o, NO TITLE REPORT WAS SUPPLIED OR USED IN THE PREPARATION OF THIS MAP. THERE MAY EXIST EASMENTS, CONDITIONS, OR RESTRICTIONS THAT COULD • , NNa / AFFECT THE TIRE OF THIS PROPERTY. NO ATTEMPT HAS BEEN MADE IN THIS L O T ° 111 SURVEY TO SHOW SUCH MATTERS THAT MAY AFFECT 77TLE.1 &,< / . $ ;:; in th 1 / .. C.) PRb OREGON 141111° �' Y11,'x' Q�' /cOgNIE��J '� 1 EXPIRES: 12/31/2017 SHEET to N Cl . 0 N N N. CL: CITY OF TIGARD CASE FILE NO.SDR2016-00001 v ,,v o , X o -- ° x IX " 1, ,J 11,111:111111111 �1l�l�fii� T, `-- /' /' z Z ...� W° xss xss xss xss xss xss xss xss xss x•. xss xss ss xss xss xss xssxss—mss xssxss //' `•�'✓ I'll 0 t/1 W o6 0 i , 1 7 / ‘t4 . I / * A° E / �.�• Q 1, r • i wi kikt•i / E—/ 0 / I ,-1 d. JN Q / ° LIMITS OF -.�� -./ Q �"" .�I CONSTRUCTION '/ V WN e 711I „,.„' ill r„ -- tew-::::-, ' `"':' -'7.1, a • / W tLo`� 26.22' f // f 5�r �„ ,r a�a aam�a� aa� i aa. ara �aw�� a� a� a� aa� aa� a� s a� — — iwIlliob' - (sas I f n t. I w� ; ] / 1 r 0 '...., 12.00 $ �,. �': 17,1 11's I 1 I68 OOL 4110 i4 R2.50' OM ''.1, �,/'( 30.50Nur Alt 7 8.50f ° r fr•' r,/rEXISTING BUILDING 10' 0 5' 10' 20'35.48 , Ii -. I 4\ 4.00 / o' �/°I x 18.50' 1/i0 " ```o `'`'. i� ///1/114141./t/44t4001•4:4,.. _ _ .,_ _„___ _1 Alf, I0 14.00 3.00' ' `'�•.� 'o.. ��/ SCALE 1” = 10' 0 I / �. I I '50.85:4,„_'C',--cN ,,,..._ /►�, ''sem 13 1 .........1.11 rellillID IIMIIIIIIIII i11111111111111111.11 D-- a 1 .mammout D 41-.7,-, 1 / z 1 I111 •d 4.00' `, / a I * rat) 4 .4 4 6.00 4 .0 Q l ° x iii 20.50'------4! �R f ° d Q AI 3.00' '•.+k // Q. • ++ +,ai 1 1 6.75 !a ,MM,,,� ifElm 85.31 I LIU *4#4 .tv4100% .. // x 1 c I ' 4® 4 ,'''seNO I ,� ` s,,., : I I ; iX 1 / t I / .i.', : '-€. / �` x • ! NEW BUILDING G 4, / 0 I I FF = 250.26 / �`' .� a� NID47// O ' 4 / / " i 4 / 3.00 / N. / i E ' 14:1111 0 cz w o ° 1 6.50' / // , y� o I I / z . N ° 78.00 `� > co 1 g I 1:441INEr �° KEYNOTES Oi a ii:0/ 25.25' l° X °z 'l l ` 0 6" VERTICAL CURB AND GUI ILR. SEE DETAIL SHEET. IeL 23.75' ,Q to I ®/ ® CONCRETE SIDEWALK. SEE DETAIL SHEET. o° ;o ° 6" STANDARD CURB. SEE DETAIL SHEET. ciX11 �7A0 t / ` ZN�oi0i�� ` 0 ® AC PAVEMENT. SEE DETAIL SHEET.I ...: 5.00 M.Mrn.1ri.i / / o • 0 r0rr 1u .1 ��,� /I���.i��MM% %i0AC SAWCUT. MATCH EXISTING PAVEMENT ELEVATION oI x s 10- ''0''/ / 0 >°��°����� s PEDESTRIAN RAMP WITH TRUNCATED DOMES PER ADA REQUIREMENTS0;` ' aoauoo J 0,h ..,., �_ 1 aa00040�aa��/ 11.00 / BIGYCLE RACKS. SEE DETAIL SHEET. N ...„ v)00° � 18.50 aaiu$$ ,It aaaaI �� • ���TI / / / w C7I •I $ CURB STOP PARKING BUMPER. SEE DETAIL SHEET. coa, , L. a ''''''''''N‘z ::(0::..: tr-s:75 , i A 451. STRIPED PEDESTRIAN AND BICYCLE PATHWAY. Vw a�/�. �—� 8.00 m CZ. ?o o O x . ` s 17.00' / '� PEDESTRIAN HAND RAIL SEE DETAIL SHEET. o w v ° I l EXTERIOR CONCRETE STAIRS. SEE DETAIL w=' 3 0 I zI— I y' /jf VAN ACCESSIBLE *1* '" 1 � PARKING AREA ( a 9.00 (") IL SHEET. � H I f 16.50' / MI / 7/ 1!:•° ,....„, i a3� I #150' / / N 1 X Iii : I ,.��1 Iilots / 32.00' 4 I 1 -7 R250' I ((;)) €gp I1 7.50 } N- 1 / ' / c.\���D PROFFs��� I I / / kovic.) / 54665 It; I �, , 4 0 1 ,, OREGON ��r»� / RANI E�-F, a 1 i° ..... 1 I ( EXPIRES: 124M/M7 r"' - 4 I /J ' / SHEET h I I N ° o VI / ' / C2.00 N I N. / (n / Ci ! " / CITY OF TIGARD CASE FILE NO. SDR2016-00001 : Ix x x x� - _ CV __-_-_7_---- --- 7<1 u - -` "" D XSD XSD �,�,� XSD XSD XSD XSD �,,,4SD XS . '`-� N / ♦ 4.111111111k1 rIS71.1111111111111i1 1111111111 MAI / �".►,.` / XSD /x.;;.) / ibt '�'q J . S0 a `��' 0 .. I"' CDrn 0 W ° xss xss xss xss xss xss / xss xss xss x XS xss SS xss xss xSs��_ XS . xss �' xsss";- X } xss rr '++' ,,, 0 Ce ad -Nt• 61' / •ti4tN N , 1 7 _.__ .......„ i x LIMITS of GRADING / �'� &li �° /� -- 4/11Ik 0..... ,r� Mil O r-.4.4 w (i.) 1,... „: ix v/ ce < 9 /) 47/, i , / ,?,, *4. 4° NN,+4, ,,,c) / \ 6 /, AC246.63 -1.5 6I AC246.16 (ME) / ,� o� / .+ /' b144%4. b44. .� p„ N Q r\---- �°`� t LUriITS GF '``.�� ��o } f *,„ Q I'\ NI""'CONSTRUCTION +I ' -� - p r`rtJ Cid <74 \ 6 INV=240.91 / °�, / .'/ mem r I / CLEANOUT RIM=245 71 1 •� �`'� �° / rrr w M 0 7AC 246.70rtj J/_ -� � 6" INV=240 97 _ �/ �So r�,r / ,;1r L� n ° I CLEANOUT RIM=246.84' �J?. \ w w }a� .... .......A' �•� ,/ / r1111P/ 0/4100, Co I �, I 61. INV=243 81 r 0 C 246.33 (ME)�`� - AC 245.87 (ME} AC 24562 M .r ' n / %�, r� �. di f RIDGE ` ( ) *+� ,F�^ �° �It ..- / ! I ` �� ' AC 245.57 (ME) f \h �© _,�� Ac')/3P-74 -� �,.- %`++err I c�1.4111 SD Sd SO SD Sa-AC 245.93AC 245.75 1. E � �,/ �r , x I Ayvti-�\ �. 6INV=240.64 *�M�► o�� �. r lb • I ,� v` � 4 /IN V--2413;9°1 243 00, li����T�T�T��� ,,� �:. a,. t:Pirri tIA ♦tee..�T�T�T�,�� AC 245.78 / r 20' ... - / ...„. \ II 10 Q 5 10 \\,..,. x , ''' . '\ ,, , \'''6":"'I" 16. ci � T��iS����1�L��i► +.� ++� �iP� �/ / E E E11.1 /A:: ` � Ci CD< /r SCALE: 1 10 66, TIrk IT T _ J I .i \ till ( I D 4D �D �G4 4D 44 D 4 �__�J, cLY�� / Z' ,,, CONTRACTOR TO POT-HOLE AND VERIFY DEPTH AT Zr g < I AC 246.46 AC 245.78 ■���,� ( ) - +� EXISTING MAIN PRIOR TO INSTALLATION OF 6 3034 I / -1.0% a : TC 245 38' �y°`� " ° � . \I �� � � AC 245 99 ME �- � N. „� �'£ / r \ 247- v 2 • '��� ►��� t; , '`+ , PIPE TO NEW FILTER CATCH BASIN. 11 1 TC 246.03 4 ,'`�� �= I AC 246.52 :,, s I � Tc 250.1s � � . , , .. � � ►�< � . � CUT/FILL VOLUME (,� �' p 0 •��,� 1w ,E I ��.C1► AC 246.25 : %.,;44.N. \ /r g it I x , �° I \�` a r ti a TC 246 804 \ N . �.it. `•: Is \ 4\-TC 249.98 / sof 'ti4'� \ SDCB-1 RIM=244.97 ~+� `' /r ,� `' CUT VOLUME = 20 CU. YD. E I \ *, \ © m , r. / FILL VOLUME = 570 CU. YD. I 7 / \ MATCH EXISTING AC � „ " 1 I I \ / (� / \ ?. ~`' -____ X, +`~•: /'r /410* NET = (FILL) 550 CU. YD. ' I \ / I \ ''' 1` \ '�; ++'++,�,o'/ae Cs) (THESENUMBERS ARE CALCULATED FROMEXISTING$ fp, I , CO II I 4} 4,, moo " �,"� k� GROUNDSURFACE MODETO FINALGRADESURFACE�, r.11_ I \ / I �` \ �` ,,°► '`► MODEL AND DO NOT REFLECT THE ADDITION OR ` D I /X I \ / S �•/ \ .. - " �, +Ity. SUBTRACTION OF CONSTRUCTION MATERIALS SUCH 4-11: a �. i I . r`r „�, �, '�` AS CONCRETE, ASPHALT, GRAVEL BASE, ETC.) k'lIlw.N\s'''''''ztk--""l,„.....'"*.*:,. /Ns %sN -. ...- i ii / / '.. UNDER GROUND UTILITY NOTE y _ a x it it, I ,-- I X / i 1 NEW BUILDING • 'N c,9 PRIOR TO THE BEGINNING OF CONSTRUCTION, FF = 25°�� '%144444t.,..",,,,N..+S t.--i"-'..' s4, .4% ��� -�"�'' THE CONTRACTOR SHALL POT-HOLE AND FIELD `� XS° 1 ,,n, ;1 c, . , ,- r2 / ''' Gs'N., "---,.. / / 248.31 ,,, •� NI ✓. .,r,! ,�'1I I 4I �. / ` e2S4W7 .86 � � VERIFY THE LOCATIONS, SIZING AND I / ; \ / \ , //,,,- 246- ---- -- -- _ /II ♦j : r... ELEVATIONS OF ALL EXISTING ON SITE z 1 I / . Ac 247.x7 ~� UNDER-GROUND UTILITIES AND REPORT ANY 0 f TC 249.97G «.. ,;a. + ,. _ DISCREPANCIES TO THE DESIGN ENGINEEARN R OF �, �, 4 J \ ! ' - -_ /// RECORD IMMEDIATELY. a CO I 44 ° S" INV-246.70 / 14 A 248.49 / ��° -247-. _ �'` N. ` /f w 1 ti X '�� // TC 250.17 N I !' • t ,' >�/ k :' ��° �' LEGEND o / o 3 r �T�w!<<��T�T�T�T�._ / gyp./ } / , LIMITS OF CONSTRUCTION a I �T��I�Tts�T�TLT�T�. Ca I T�T�7�rLT�lwT�T�TLT / // / \. I � T�r� f.�TLT 4 ,, / / / GRADING LIMITS DAYLIGHT LINE a. - LT�T��'L7T�T��T�� • o �\ ` ° .ti�e r�TLTt ;;TLT�T�`� / r - Jt ;: , / }�' / d �� ,` \ `r\_,,,.,,.� STORM DRAINAGE FLOW DIRECTION z �TLT�\!:ATL L�� IV , •°" ��i� %Sga' J` 1 ��T�TL► Or . r 400.14,1 / .,. \ / `. r rLT�T�• •LTA ��` e��%�►.� �` ,'� / o I � � ►T�T�Tw��T�TL!_ - ` � i %i�srr�� TC 250.17 / � X I�T�T�I�`r�r�TLTLT�-�. , , ® S2� i�lor%�fr�� �° I ►TLTT�►ThC�TT��1�1� . 1�` �ir�riri �' (n ,ILTLT�T�l� T -w•l -44174:;:;71:40! rrrrr % 'IT�TLT►T�TItTL���i••it•� O =e,>! x TC 250.37 too I° $ AC 250.57 ::004,144,4,, /�LT�T�'ILTvlJT���Ti ,,�®`� AC 249.91 ,, Q 0 f, t- .T.T.AY NAA'vA A / KEYNOTESLa 0 p t �TLT�.r�T�Tir *` ‘; . `Dsg �,�ls I �iT�I� TAI'lT�' ' AC 250.55 M . '4%. 0°f coo rn `• Q ��T�ti�r�' " � _ // ik. AC 249.87 (ME) AC PAVEMENT. SEE DETAIL SHEET. 5 z!oz. 11 •5, ;�,.. _`r�T`��. AC 250.8 y'' ' a 2 AC SAWCUT. MATCH EXISTING PAVEMENT ELEVATION �°` � �,,.,o 0 'L\ //f AC 251.01 : ' - = / • oo w c`� ��11\ I •+►//l `1 L ;' A. REPLACE EXISTING CATCH BASIN WITH CONTECH STORMFILTER CATCH BASIN. `w� m?-3: ma.Fco / Sg o AC 250.24 / „ .;,: + J /�` 4ti` 0 .i` - TC 250.49 *14 / "3 SEE DETAIL SHEET. 3 w¢ �. LIMIT'S OF GRADING / -, in ,- J / G r_?; "ll / / AC 251.30' STORMWATERPLANTERFACILITY P2. SEEDETAILSHEET. 4 a, mbl o/� 11 ,. AC50.60 / STORMWATERPLANTERFACILITYP1. SEEDETAiL SHEET. °'/�, � . ;.,; �� � TC25 .524114c)®® STORM DRAIN CLEANOUT � / N II ! bR, ��" __ / CONNECT NEW 6" STORM DRAIN LINE TO EXISTING STORM DRAINAGE PIPE WITH iti rilA I ° I . TC 251.74 COMPATIBLE CONNECTION. CONTRACTOR SHALL POT HOLE AND VERIFY EXISTING � ' I �' I "� 1 ((:)....) INVERTELEVATION AND NOTIFY ENGINEERofRECORDTOVERIFY ADEQUACY. --- X 3• I \ ! ,0 PROF�r :s1 f ! EXISTINGINVERTOF18ATCONNECTION ESTIMATEDTOBE240.14 � �' �NGINE�r,� `S��! ° 1 ifI AC 251.24 / PROVIDE CURB INLET FOR STORMWATER FLOW INTOSTORMDRAINAGEFACILITY. 54665 ° 1 / � SEE DETAIL SHEET. * 0 II - r �V OREGON ) i vY TC 252.45 / )/ JQ' o II / 4Srr •� , _ • AC 252.03 (ME) / h / I EXPIRES 12/31/2Oi7 I f ,� citSHEET k p / ° / /7 7,441 / X3.00 N I ! I 1 / /! CITY OF TIGARD CASE FILE NO.SDR2016-40001 ON 9 N LU 4 re z si f2 . 0 ILI 0 1 a Usi 1-') w 0 w'm 0 Fe PI u- '17) ci ci 1 uj ..... 1- ui Ce a I " i A ...., . 1I STORM PLANTER PLANTING TABLE N I- I I1 .... co < u) I 250.26 -rq ce of) I- I Qv' 4 k DS 11 ROOF DOWNSPOUT INLET FACILITY P1 TREATMENT AREA .ai GS ?_^ w Z W .... co to. E LU LO ...... C•1 0 I - i I i I I (ENTIRE PLANTER) w. mc u) ._0 - c w c 92 n_ b E to g a) I g (?> 0 c ,.-_ g • c Rk- a I / 4 ).'41 i'4.- • E a t •E g as ID .-E a° 220 SF 0 115/100 SF = 253 PLANTS Plant Communities o a. 3 c?c) CO I (1) i 141\541rT ._i- CC it) 1 1 I , Rossi Sedge (Carex rossi) 64 Herb Moist Sun 1/2 Gallon 1'o.c. \ -kc? I \ ----, / I (1) Cf) a X I „ olliked Slough Sedge (Carex obnupta) 64 Herb 62 Herb Moist Wet Sun 1/2 Gallon 1.o.c. Part 1/2 Gallon 1'o.c. -- - Ac-- I v0 ifitpl ti) 1 1 ofti-r-d 1 , .....A.„....= Creeping Spike Rush(Eleocharis microcarpus) * ° I / Small Fruited Bulrush (Scirpus microcarpus) 63 Herb Wet Sun 1/2 Galion 1'o.c. \ I 0 1 II N \ TOTAL 253 / % i s"',...._-- I a V) I 1 t,47) 1 : FACILITY P2 TREATMENT AREA 02 .E• ri \ -- / ' ,c, \ 0 co 0 I III \\\\ 250.26 TC 414 CI A- I 5' 0 2.5' 5' 10' w w c 8 NNNN(rN_. 246.00 TC'itt5. / 1 / I ‘i 1 4 (ENTIRE PLANTER) a. c 0) u) .2 Lts Ct_ EL % 7 ". 18510=111;;;= 1 E 'Eh E tz) , c) I II\ i ,-- 1 1 \ ••, 1 W < 2 z x N246.36 TC ,p -v 1/1110 I ""1" II gft. •...., 1. -4-.." -.. SCALE: 1" = 5' 346 SF 0 115/100 SF = 398 PLANTS - .g Ea (2; c 0 • ;I] 6., -- E E. a .E 2 CD 02) _ b ca WI Plant Communities o a. 3 Cc° '..71 cc u).- u) Isamm Z Cl) N. 0 1 \ % X I ai IT/ N%) / ..j250.44 TP 14 < < " Aye:, \,, c'' •, Moist Sun 1/2 Gallon 1'o.c. ......1 0 4•4'104._ * le ' A i lfr, Rossi Sedge (Carex rossi) 100 Herb N N .,, x I 1 II ig imml Om < I il . Slough Sedge (Carex obnupta) 100 Herb moist Sun 1/2 Gallon 1'o.c. a (,) Creeping Spike Rush(Eleocharis microcarpus) 99 Herb sPaunrt 1/2 Gallon 99 Herb WWeett it: !milli I xcni 249.76 TC KEYNOTES q, e c, 1 h% It Aitill 0 tiN 246.37 TC I 4bari4.114w,librimP24464,frlribt.41.4111-fAi0 _„....,.. C) OVERFLOW PIPE Small Fruited Bulrush (Scirpus microcarpus) TOTAL 398 1/2 Gallon l'o.c. ' IIIII Loa // .c) '--. -- / I 1 I 1 1 % 0 •j / c,) 7 ° I 0 4" MIN. PERFORATED PIPE iii i A V 0 I 1.-- - / I 1 1 CO 0 1 (D . a 1 % to -.11, 250.56 INLET,--- IV-le. 4 / Elil I 1 % 1 C) pGRAVEL SPLASH-BLOCK AREA IPE OUTFLOW 245.80 INLET--,,,,... lir,.go• CA/ 0 / \ AO, VII!, I a % ‘ 250.26 TCI I 1 I % • ,,, / (.--) CURB INLET ItPOD'1 4414), ,, 1 I I ‘ I o I . 246.28 TC - c2.- , .A.e.v.0111 lita,18,0104 / \ cn g 1 / , ' P 4 '4. AN. RAIN DRAIN AND OUTFALL < / - - % •*-. s * 4, . 4, ... - PROTECTION r i 1 Ak 251.01 Tp ,______/ %. ,, %. ,/ ' 4 4 -- • . C2) / <1- 464! 246.S0 INLET I I . • - .4 0 0, c-) * 'NW ii '• \ '"/ •-• • * BUILDING OFFSET AND , * * / \ / I W .4s1'• \ i 1 ..'' 'I' • A 4 ' k ill..:.....-.Lit.,:i.: ' ' ' -, ' .,,, a *• • B1MyPEBRuMILDEAINBGLE jUuRNIZIKATIS0APN PROVED . ) / I 1 / . .d • 4. 4 • • .1.,,:-4, * .4. - P PERFORATED PIPE MANIFOLD z 0.. I •1 'le 4' r s > *4) z6 / /1 c? i • /1 41*4 l< / \ \ \ 1 1 >f<'3 li I , I I // i 1 ,i) I ,., • - • . _...... ti * ' • Miii •, 4, * •. .." . . •.., * '4' ..1 *4•. * . 0. FOR LENGTH OF FACIUTY: 4" MINIMUM. BSTLUCINTUGR JALumWsADILLcriP0ENR Pc1 Cf) c-Na- Z cn L•4 CD ta 4 Ne4 ev A - 4 :: ... .-.. . . Atito• . ' ' A *"•. STORM 41A1c)AITERF/:C/ILITY P1 STORM WATER FACILITY P2 .-.. % - •-•'1111111111 - 1111111W VP,r„&• LLI CC sz, SCALE: 1" = 5' SCALE: 1" = 5' L , . _. . . . .. 4; tti94 4 .• .d .4. OVERFLOW TO 6" TYP. 30" MIN. CONVEYANCE W ul 1-._...FACIUTY WIDTH •11.4Z , . • li I.U1' . • . .- 1-.---- •''' '..1v //11111011C:/ :. c4 r MIN FREEBOARD ci5 4 * \1111111114tVi , ‘7771V-It• 4: 6" MAX POND DEPTH ,tc •• ' .c7 4-.-,:a' 1_A A 1‘1.*: rtN. ; •• .• •#* e4.:•..••..0 I V...`.," IP.IM, LE.a. ‘\ 18" MIN GROWING MEDIUM :::- .• #.-• ;.,!... gr-01=17411 .71411711711P -!.4K.*. 0 b4 0 L.... 4•,• : ,," 4". /s .,.. MR 611ffillt ::: F',4",„:1„,14,,, ,m, 3" DEEP (3/4" - 1/4") CLEAN co • ''. I .**/s e.: ,WiStiiti; PtiPitm;‘'-7 ..:-K. \H,N, 4. r'. i ... .....7-f ." :-.".. 1;.•;-*•"'?"*:17....-.:4S"4 4 S' CRUSHED DRAIN ROCK La-0°3 '. .44. ..* N• 1-1(CAA-ir:40.40:#:; e...4....._. r DEEP (1-1/2" - 3/4 ) Dm.70-0 0 :. ,-...-0.,.... .... - - .. -. - -'7 /-A .:,'kil *11_.," I - • , . E CLEAN CRUSHED DRAIN ROCK .4.,. 30" MIN. il'or . - •- r • ...%::. -..-"' .;,. -4A745m45.• -v.s....-"Axiace$4....:-N,•*- • ,, . ,,, E'D,,T,53.,Y,' tr) ',,,* \ '"L&ir-,0413 .... L. 30" MIN. LINED PLANTER WIN NO INFILTRATION TO OVERFLOW TO 0 o--.0 LINED PLANTER WITH NO INFILTRATION TO N.,' • 14"'T,',4•V2)77*&41.!.''‘` A. : - < CONVEYANCE 1 '''' SUBGRADE ALLOWED. 7" TC TO INLET INVERT \. \.. \ . t mzin., SUBGRADE ALLOWED. - 7" TC TO INLET INVERT OVERFLOW \Ns.),, 44-r-- ** t e WATER PROOF PVC BOOT AND -., -0........._,. „. CURB INLET 2" MIN. BUILDING FOUNDATION ni4. ..,k, • . : :-..., .. CLAMP OR APPROVED EQUAL Z N' ll',A.''' . ,$ii - (C. t . Af7xkj‘\ ,>/#i;./.?/T*c - FOUNDATIONLu 5_ t fs, CURB INLET r GRAVEL SPLASH BLOCK ...„ 2. MIN. FREEBOARD DOWNSPOUT INLET TW 250.26 - 0.5' (SEE NOTE2_21 FREEBOARD OVERFLOW DOWNSPOUT \' .."- ' DRAIN PER DESIGN :s.* NOTES: - m 04 ..... TW 246.28 - 0.5' (SEE NOTE 2C) r 0 0 . a a o 1 *.-.-'4--,.-..No•V*1...\, .t..11" _ ___ \ .„...... . ..1 . . . .. GRAVEL SPLASH BLOCK EL 249.98 ' • . ° a . . . . . • - 1111511.' `. ElkiVrAr-42k,ogla e . vg tray ,"'-- '/" / **" 21: 3PORIVAIATEIN wiWADTETHR_QUFAAUcITYuTyTRLENEATMGTHENT TO BE CALCULATED BASED ON *111 fri EL 246.00 „It-A ibtin,k, „...1, , ,, • . A, 0 .,i •IMP qp N 10 i 'e ' ' EL 249.48 _ 1 F g• Staiiiiiiiti I lir I , , , , BUILDING WALLS INCOMING FLOWS. EL 245.50 1114114411141hia- 1 , . v. __.... 6" TYP. THICK STRUCTURAL WALLS 4 p°Nv.r.c ;.....,,s,•,•;: ".04:>:,..V4: 41‘,>.::, 1 I I reve-- • vks.r . 'A.°., \ c?"t;k1 N -Ve<11:4••.`1, \ ' FACILITY# P1 P2 3. HVEAGNEDTBA0T100KN.: SEE PLANT UST IN UDA •N% .-141 c'-'"-).%1C1.*.e-'013.4,T,\. 31-5" 1.5' SEPARATION (SEE NOTE 7) 4. NO TREES OR DEEP ROOTED BOX SIZE (SF.) 220 SF 346 SF , ccill 31-5" 1.5' ik#,./. ,.', / . \,.\,e '.v**1 EL 247.98 (SEE NOTE 6) _1 Nr• EL 244.00 (SEE NOTE 6) 4/e4.1V... 3" (3/e TO 1/4") AND # OF PLANTS 253 398 ocD PROpe '..' EL 243.08 1 /7-- -;,frawsweT.T.T. --.4,4, e-tor-. .%91-. 1--ir A Alb J. 0* Alb 0* A 3'' (3/4. TO 1/4") AND A 9" (1-1/2" TO 3/4") EL 243.17 v immirsimmiliet A oi ..1*. ,„,--d'il=r1163?"'44" latiow.10 s-, ' 9" (1-1/2" TO 3/4") :',. it.. WASHED DRAIN ROCK HERB 5. MRAAIINNTDARINAINIASAXAIMNUDIAOuVENREFLAROW TO SEPARATION. oto I NEop * cl C.'‘‘'.- 314> t'S ta, EL 243.00 /*--- / A WASHED DRAIN ROCK 1' 6. FLOU0TFwAcLLAL.PcRuOLATEnCoTINOsN. SIZED PER it 7. BUILDING JURISDICTION APPROVAL 0 .,,,.-- - 7 "*//r- / // (.. . ,iO4 OR OTHER APPROVED MATERIAALLE -', r ,r 54665 •• /••• X•st.:•* I.:.* 40;::* :::. ;::: •:,:,‘j, OR OTHER APPROVED MATERIAL REQUIRED WFIEN DEP11-1 OF FACIUTY * NT (SEE NOTE 6) '.• *k',*4.* *••''v• 4:*-P \w•:.. •:.. ...-. .... .... (SEE NOTE 6) 30 MIL PVC LINER OR EQUIV TYPE OF PLANTS HERB SIZE OF PLANTS 1/2 GALLON 1/2 GALLON IS BELOW BUILDING FOOTING. OREGON •• •• •• ... . 30 MIL PVC LINER OR EQUIVALENT 6" TYP. THICK STRUCTURAL WALLS 4" MIN. PERFORATED y... PIPE TO RUN LENGTH r ABOVE PLANTER BASE WHEN REQUIRED WATERPROOF PVC BOOT AND CLAMP ABOVE PLANTER BASE WHEN REQUIRED OF PLANTER (SEE PLAN 4 0 WATERPROOF PVC VIEWS ON THIS SHEET) LIDA 4" MIN. PERFORATED PIPE TO RUN LENGTH OF FLOW THROUGH PLANTER PLANTER (SEE PLAN VIEWS ON THIS SHEET) EXISTING SUBGRADE BOOT AND CLAMP EXISTING SUBGRADE ) tri STORM WATER PLANTER FACILITY P1 -SECTION STORM WATER PLANTER FACILITY P2 - SECTION HANDBOOK aeanWate;14rServices ........ EXPIRES: 12/31/2017 . DRAWING NO. 794 REVISED 03-16 SHEET ,-) 41 CZ) I t\I (4. STORM WATER PLANTER FACILITY DETAIL C3.01 4..... CITY OF TIGARD CASE FILE NO.SDR2016-00001 N a o N NI W 'r / PER PLAN / A,r C Z z m 1� C 12 0 us • MATCH GUI ILR PAN OF 0.50' » ' ADJACENT CURB AND GUTTER / 6 / 2% 4" / AS SPECIFlED / Cl)� 4 W 4" THICK _I O W a q 6 •• ' • . • . 2% CONCRETE •� O O O a ° a d DEPRESS GUTTER 2" " I7-111-=-111=4*_F---111=1 _ A ' ': .,' r 0 oe: SURFACE OF 1 R �iire•- :f% MITIS-, e.: "' . 4• l-III-III- �. LL. ., W AT OPENING 12" • . polite' 1=1 1 -` . • 4 1 1 1=1 1 1=1 1 a" CO Q w 1.00 PAVEMENT A. !j� I I _ •�I .� �, - . i - W (,,,1 a \ . , , a • •a'�%iii I I 1 I I--- --q- . �- ' . r , . n =1 11=I I !' „� te 4 a a 6. ?! . • • •;; +`; 1- 11-- I, , ,I I , . .III- 11=111-III=1 11=111-111-1 I I I , . ,I I a 0 cv, Q sir, 3 OF 3/4"-O" 2" OF " - o" =111=111=111=W III-III- J H to a .. • . s •'j • `� CRUSHED BASE ` Q 7 SPLASH PAD " )!,��f'�j �j�i CRUSHED ROCK COMPACTED X N I'� a a I 4IIII16 COMPACTED BASE SUBGRADE C.) CO < MIN. 3000 P.S.I. ' I 1 I I- M a CONCRETE AT • NOTES: W uo N O I 28 DAYS •_ 9" E III) 4.50' a 4 a a 1.50' L CONCRETE SHALL BE 3,300 P.S.I. 2 M a I \ - 1. PCC SHALL BE 2500 PSI STRENGTH AT 28 DAYS. 2. STANDARD SIDEWALK CROSS SLOPE SHALL BE 2% . WHEN THE LOT IS BELOW THE TOP Cl) R=3/4" a - THE CURB AND SLOPES DOWN FROM THE CURB, A MINUS 2% SLOPE MAY BE REQUIRED. aI / 9" / 2. EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAY APPROACHES, ANY FIXED OBJECT a a WITHIN THE SIDEWALK AREA AND AT 30' (MAX) INTERVALS (SHOULD LINE UP WITH 3. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN. DRIVEWAY d I ad CONTRACTION JOINTS). JOINTING MATERIAL AT DRIVEWAYS SHALL CONSIST OF AN SECTIONS INCLUDING SIDEWALKS THROUG-I DRIVEWAYS SHALL BE NOMINAL 6" MIN.R0.50 APPROVED FILLER AND SHALL NOT BE LESS THAN 1/2" WIDE. 0.50' a NOTES: 4. EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS • 3. CONTRACTION JOINTS SHALL BE PLACED AT ALL CHANGES OF DIRECTION, POINTS OF AND SIDEWALK AT THE DIRECTION OF THE ENGINEER. CONTRACTION JOINTS SHALL BE a 1. EXPANSION JOINTS SHALL BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB. INSTALLED AT APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE STREETimiw- - IIIW 1.50' L MATERIAL SHALL BE PRE-MOLDED, NON-EXTRUDING, WITH A MIN. THICKNESS OF 1/2". CURVATURE AND AT 10' (MAX) INTERVALS. JOINTS SHALL BE 1 f8" TO 1 f4" WIDE AND DEPTH OF THE CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE ' a 2. CONTRACTION JOINTS SHALL BE A MINIMUM OF 2" DEEP & SPACED A MAXIMUM OF A MINIMUM DEPTH OF 1/3 THE THICKNESS OF THE CONCRETE. INTERVALS OF 5 FEET. 15 FT. APART. » 4. ALL SURFACES SHALL BE TROWELLED AND GROOMED IN A WORKMANLIKE MANNER. ALL 5. INSTALL A BOND BREAKER OR ISOLATION JOINT BETWEEN BACK OF CURB AND SIDEWALK, ^ 3. BASE ROCK - 1-1/2 MINUS, COMPACTED TO 95% AASHTO T-180 - SHALL BE TO AND AROUND ANY OBSTRUCTION WITHIN SIDEWALK AREA. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH. WHICHEVER IS GREATER. CONTRACTION JOINTS SHALL BE STEEL TROWELLED (3 IN. TYP.) CO o- 6. SEE STANDARD WHEEL CHAIR/BICYCLE RAMP DETAILS FOR SIDEWALK PATTERNS AT DEPRESS GUTTER 2" u 5. SLOPE SHALL NOT TO EXCEED 1:20 IN DIRECTION OF TRAVEL INTERSECTION CURB RETURNS. AT OPENING < ) I SECTION PLAN VIEW STANDARD 6" VERTICAL CURB - DETAIL MONOLITHIC CURB AND SIDEWALK - DETAIL SIDEWALK - DETAIL W SCALE: NTS SCALE: NTS SCALE: NTS C • CURB INLET 4" A.C. PAVEMENT CLASS 'C' BOLT DOWN BIKE W RACK FACTORY BOLT DOWN Elam'NTS 2" {4"-0") CRUSHED ROCK FINISHED WHITE BIKE RACK POWDER COAT co 1. CONCRETE, 4%-7% AIR. SHALL ATTAIN 3300 PSI COMPRESSIVE STRENGTH AT 28 DAYS. \ 6'-O" / 2. CONTRACTION JOINTS OF THE WEAKENED PLANE TYPE, DOWN THROUGH THE CURB TO HALF THE V / DEPTH OF THE GUTTER, SHALL BE SPACED AT 15' INTERVALS AND AT POINTS OF TAGENCY FINISH �=•&.......ri1:!�.� 7,11 i'7s r¢� r� �1RO��_AIN,1i'zl?i!41ti � i* e- EXPANSION \ �- - 1 THE`EXPOSED EDGE WITH 1/4" RADIUS EDGER. DO NOT USE EXPANSION JOINTS. -e Qa i Sir o, ANCHORS PER ) " 3. CONSTRUCTION JOINTS SHALL BE FORMED WITH A SMOOTH FACE SQUARE TO THE CURB AND DOWN r '� C� � � Q L� O MANUFACTURER _ 1.50' -"- 6" --J R=1 THROUGH HALF THE DEPTH OF THE GUTTER. FINISH FUTURE EXPOSED EDGE WITH 1/4" RADIUS "AP , Oil Q d� EDGER. THE LOWER HALF OF THE GUTTER CROSS SECTION SHALL BE LEFT WITH A ROUGH EXPOSED 3'-0" I 5If" R=1" 6 AGGREGATE SURFACE TO INTERLOCK WITH A FUTURE EXTENSION OF THE CURB AND GUTTER. , �� 4. BASE ROCK UNDER THE CURB AND ALSO PLACED 12" BEYOND THE BACK OF THE CURB SHALL BE EXISTING 2`6 11.1111111 © d a a $ COMPACTED TO 91% OF T-180 MAXIMUM DENSITY. CONCRETE 1 4 5. DRAINAGE WEEP HOLES OF 3" DIAMETER PVC SCHEDULE 40 PIPE SHALL BE PLACED THROUGH THE , SIDEWALK, REF. I I 6" '-"" 6" CURB 1/2" ABOVE THE GUTTER INVERT AND EXTEND 3" BEYOND THE BACK OF THE CURB AT _ • SITE PLAN •T�!�•' a ail ll ' I I �- � i ii � l I 5wAper-. w , ,0...,_�_ POSITIONS SHOWN ON THE PLANS. LOW POINTS IN THE CURB, OR WHERE DETERMINED BY THE -I I ( I- I I I I I I , n (-I , .� L • cops" i:.` :`./ e �:�:�:� p:�_��`b'��'oo��`�•��`�s• ts, ::�:►� ENGINEER. . • \ ` '• z !'•' • '•''•'•'•"•`•• '' ' ''Y'itk .1p • 6. THE BACK OF THE CURB SHALL BE BACKFILLED NOT EARLIER THAN 7 DAYS AFTER CONCRETE 8 (1Y2-0 ) AGGREGATE BASE g. " • •- - l:,l l .1.al�l; 1 1 1;�1 1�t 1;�;s1,�'�1 e1 PLACEMENT • AND PRIOR TO THE COMPACTION OF BASE AND TOP COURSE ROCK AND PAVEMENT. COMPACTED SUB-GRADE a ° " d• . • `• •. a- 24" 12" j 7. THE EXPOSED SURFACES SHALL BE BROOM FINISHED IN THE DIRECTION OF GUTTER FLOW. NOTES' ` : DEDICATED EXPANSIONCG FOOTPRINT ANCHORS PER zt. 1. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT DESIGN. O a MANUFACTURE in a CURB AND GUTTER STANDARD DUTY AC PAVEMENT - DETAIL BICYCLE RACK - DETAIL w SCALE: NTS SCALE: NTS SCALE: NTS CC 4 4:Sa; 4 o PAVEMENT MARKING STENCIL o MINIMUM STANDARD c. SIGN DESIGN o SIGN DESIGN .. ci C Z.''l SINGLE -ACCESSIBLE PARKING SPACE SIGN NO. OR7-8 a SIGN NO. R7-8B , N Background 0 (VAN-ACCESSIBLE DESIGNATION REQUIRED) El b b b ( A b Q. o� n_ 1( BUMPER CURB (2) - Pinning Holes to C (stroke width) t�, I� ch h os TUF-STOP PLASTIC CAPPED w/(2) - " x 18' a ,-� •,o-� D-f E 6'-0" LONG Rebars & Plastic Plugs `� Q. Q. �' a°. a A 124 lbs. 0 I i O 044444 CI.° cU N tea..n.m IMIACe'" SIGN OIMILIP 41.4W MN gyp G '- - i r 00 -CO �J~ q . o.rae 65 y as mw OR7-8 h E ( ) 6-0 0 °�' °' curb ramp with H F 5"< ,_. Z - Pin wing Holes w o kJ detectable warnin VAN ) 7-___HG W/(2) - x 18 Rebars Plastic Plug ��o n oq Q YAN SIGN g I PARKING WITHD.M.Y. �� ¢ B �� Z00°�,q (shall not extend into B K IIR7-86 K ACCESSlB�E �� DS` . `, I VIOLATORS SUBJECT TO -� "` " 1 ap 0 N0 0 the access aisle) DISABLED PERMIT ONLY �� a a II CL"' TOWING UNDER �-K a E •��12 r�re) • a).. tib ' d ' • d' d d d d ' d ORS 811.620 JK a L2I " " cl3Z tott) VC c ' . ACCESSIBLE ROUTE' . •AND FINE UNDER �-K o C '_0• 8,y2" S 0 , Zo.... .•IN N , V7 d• d_e • d. d d . d. d sign .O.•. •�.� ORS 611.615 J 3 W t j,d 3t l_ ■ N Q F-LI 3 p V • location • ;44.........1•`•......�:�e a• CJ t CJ ALJ o B o a •• . 1. p d 1•j 0: ' :❖O. o• ~ o h`, K " Nm •y ..+....•.o❖..•.00.❖.•: ao ,mow 1=•-2 -2..- c BUMPER CURB-STD CONCRETE/2'-0" raze: C-_-_-_-.7.=\‘ 6'-O" LONG oU Wheel stop--} TYP. 290 lbs. I (TYP.) ) '-0" ) N Pavement Mocking Background: Optional: Blue, Retro-reflective 3' Sign Background: Blue. Retroreflective sheeting Sign Background: Blue, Retro-reflective sheeting '-0' AI;> N Pavement Marking Stencil: White, Retro-reflective a `-white 4" 4, co Sign Legend: White, Retroreflective Sign Legend: White, Retro-reflective sheeting PRD nn{{�� O o 17' TYP. wide lines g o o ca�FR�p INE vv/ i o Angle orientation N \ 6 R O o N for field layout o ca E er► N DIMENSIONS (INCHES) c DIMENSIONS (INCHES) N DIMENSIONS (INCHES) 4 54665 l C LEGEND c. c1. SIGN C SIGN A B C D E F G ¢ Kc ABC DEF G H J K L M N . A B C D E F G H J K L M N CO 0 y MINIMUM 28 24 3 y 2' TYP. CITY STREET 12 18 % 11/2 2% 2 5 1/2 %{C /6 MINIMUM 12 6 % 1 Y2 1t/2D /2 10 1 t/2 , STATE HIGHWAY 41 36 4 4 ' f -� m STANDARD 18 24 1/2 11/2 212.212 612 21/8 1C sf6 STATE HIGHWAY 18 9 % 21/4 2 D 1 11/2D 1%2 63 43i 4'4)'Y 11, �P� o N N tt • _ Access Aisle ' -� PARKING BUMPER CURB �ANIE� °� SCALE: NTS _I EXPIRES: 12/31/2017 h The pavement marking stencil shall be used to designate an accessible The Disabled Person parking sign is used to designate a The VAN-ACCESSIBLE sign shall only be used with sign OR20-68 NI Pavement markin 1-z1 co parking area reserved for vehicles with DW permits. t`LA_ required. See Figure parking area reserved for vehicles with DAN permit as stated. L. to designate these parking spaces that have an 8-foot aisle SHEET ix 1 for dimensions 4 Q.. N z 9' 8' z C3.02 o.: Figure 1 7 Figure 2 8 Figure 8 14 Figure 9 15 CITY OF TIGARD CASE FILE NO.SDR2016-00001 1 N 0 R N W N CZz Z o • 0 R: w CD t J = ' WR 0Sw o Q � et"' O Fe ri/ �hh ri] mmW ,J0Q., ONQ ¢M N Q W 2M lc re' ii: i!: 0 comum m V b11" TREAD - ---\l\• ,. -""-- ° /6" NOSING 1 1/2" SCH 40 TYP 3" —'- �'- d .. 5" RISE d Y2" RADIUS 3'-3" - ° d ° ° V +. 2'-10" I a 0,33' ° ° a °° 2' Y2" RADIUS J 7- 2" CURB ° . ° ° d ° 2" CLR. TYP ° d ° Q! 1111.11 IIP .�"/-1, W IT II II b II < 1'-2" • U° #4 REBAR AT EACH ° I I W _ RAMP NOSING 6" TYP. FOOTING FOR CONCRETE STAIRS - TYPICAL STEP U) RAILING POST 1'-0" --M-- J SCALE: NTS NOTES: 2' 1. CONCRETE: 3,000 PSI • 2. REBAR: ASTM A615, GRADE 60 BUILDING FRONT 3. FOUND ON UNDISTURBED OR GRANULAR MATERIAL COMPACTED 1 1 2" SCH 40 STANDARD 4 TREADS AT 11" = 3'-8" 1 i'-O" TYP BUILDING FRONT p / 0 STAIR 4 TREADS AT 11" = 3'-8" 1 -0 TYP IN 6" LIFTS TO 95% OF RELATIVE MAXIMUM DENSITY PIPE HANDRAIL & POSTS i BUILDING REAR - 1 1/2" SCH 40 STANDARD �. (-_ .,I » TERMINATION PIPE HANDRAIL & POSTS BUILDING REAR 0 STAIR TIP 10 TREADS AT 11 = 9'-2" TYP 10 TREADS AT 11" = 9'-2" TERMINATION RAMP - SECTION SCALE: NTS o P 1 1/2" SCH 40 TYP 3" �"' - 7._ , _ 2' 10" Lii a a co 2'-10" 3'_3" n A A t ,r 2'-10" 4" CONC. SLAB12" 3" .c'�' 4" CONC. SLAB » #4 REBAR AT EACH 2" CURB4 2' #4 AT CORE DRILL DIA. HOLE O.C. E.W. FOR 12" DEEP POST BURY, °~ 0 CAE.W? STAIR NOSING 2" CLR. TYP r FILL WITH NON-SHRINK Q d ° ° io a GROUT TYP4 a 141 iu�1 / ALIGN END OF CHEEK i �i ° I I " 2-0 ;q ° II II ° d , WALL WITH END OF STEPS 11 II 0,1 _ BUILDING FRONT °° 4 8 0 4 ABRASIVE STAIR -BUILDING FRONT °� o. ° 4" ABRASIVE STAIR 2-0 T T 4 RISERS 0 5" = 1'-8" ° ' II II - a ° • NOSING TYP z iN < II II » a ° d ° NOSING TYP II II BUIDLING REAR d a (I 114 RISERS 0 5 = 1'-8" ° d d BUIDLING REAR " �--. `� ° Ili CORE DRILL 3" DIA, HOLE 1t — Q o 10 RISERS 0 5" = 4'-2" °d ° d ° ° L_1 ° ° ° �"� `, �tl II ,, 4 ° ° -10 RISERS 0 5" - 4-2 4 FOR 12 DEEP POST BURY, °d ° 4 ° ° , 4° ° QS ° ° Q °II II a FILL WITH NON-SHRINK - - ° ° d d 1�IN 11 ° ° ° — q d - ° ° ° 4 ° ° GROUT TYP - ° °°° ° d°d d , ` q Itl II ° ° ° 4 °4 d °d 4 ° ° II d ° v ° ° 4 ° \/\/\/\/\/\/\/\/d/\/d,v ,,Q\/\/\/\/\/\\ . d •,, Q., d ° #4 REBAR AT EACH p \\, \//\\// // / // // // // //\;,�\ � � � \ II 114 0 0 CO �i <W >\\/\ \ \ \ \ \ \ \ \ \ ° STAIR NOSING \/\/\/\�\/\/\/\/\,,. b % \/\. d K\//\/i \/i\/\/i\/i\' ° d #4 REBAR AT EACH w 0 1;. / / / / / / / / / / / / / / 6 3-6 \ \: \ \ ° °° STAIR NOSING ='co Lo ° Ca 44 ` \�\/\ \ \ \\d l4 ° d \i\\/\j,.\,,/\\,\\i\\/\ ° to on<r, U v A VA VApi iAAA \VA VAA\\/\ VA�;`,�y\;r ° °° Av V��A/ALA/A/A A/A/V�/\'V`!\A/A< — . „/\// %\���//��/�/�///\//\.:\/\,/•� \\\//\/\//\\/\\\/\/�`✓\\\//�\//\//\\ ► ® 's. \ <`&-'1-(°" v P.7 /!/\/\�j��j\��j\��j\✓\�//�!�j,,,,/, �/, NOTES: ` Ni S o .2 'c' / , 1. CONCRETE: 3,000 PSI -F•- 1'-O" .© ,E ca z I- a,: —"- 1'-0" - 2. REBAR: ASTM A615, GRADE 60 A A w w 3 t A i Nt-l� p 3, FOUND ON UNDISTURBED OR GRANULAR MATERIAL COMPACTED 1'-9" '` - m POST SPACING 4-0 MAX IN 6" LIFTS TO 95% OF RELATIVE MAXIMUM DENSITY cl 03 re-: BETWEEN POSTS ' � `b BUILDING SIDE CONCRETE STAIRS & HANDRAIL - GONGRETE STAIRS & HANDRAIL - DETAIL CONCRETE STAIRS - SECTION "A-A" DETAIL `fri SCALE: NTS SCALE: NTS "1 SCALE: NTS tzw N CQED PROFsi � cs) t11G 1 NttR O tr.� 54665 .o OREGON _ f ili v �c�ANIE - � Ct. EXPIRES: 12/31/2017 SHEET 0 C3.03 4: CITY OF TIGARD CASE FILE NO. SDR2016-00001 .w,�, , _ N O 9 ,r , N WN M Z STORMFILTER CATCHBASIN DESIGN NOTES O ' O STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN Cl) ■ w O HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER ...i = O W a CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. — O 0 PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS Q - r . O E REQUIRED. T U Ci w CARTRIDGE SELECTION W < O N ACCESS COVERCONCRETE COLLAR CARTRIDGE HEIGHT 27" 18" 18" DEEP ,J,�� 0- J • 0 AND REBAR TO MEET MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' ~ HS20 IF APPLICABLE BY N .• :' : `. •_ :`• a: : . •a. CONTRACTOR SPECIFIC FLOW RATE (gpm/sf) 2 gpm gpm/ft2 2 gpm/ft2 1 gpm/ft2 2 gpm gpm/ft2 (� Q '` .---\\..-. _= -.-.----- -----... .=--z-- CARTRIDGE FLOW RATE (gpm) 22.5 1125 15 7.5 15 7.5 W M i- U) � 11 : PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 LL1 11? N 0 I1;•' • t•♦��♦ - INLET PERMANENT POOL LEVEL(A) 1'-0" 1'-0" 2`-0" E an - >. A ♦���+��♦♦ L A el lit. ������������������ is �:' II, ? OVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-9" 4'-9"FE �> a �' • 'fr ♦�������♦ T T ' Il •- . w a II •" : GENERAL NOTES 0 U ° II a r�������� 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. C,) ����������������� 116 II a' Z 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR II. . • ���������,,������. , 1 I I (� CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. ww.ContechES.com -4 1I 3. wSTORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN • ��:°. ' • • . • . _ • THIS DRAWING. 'F.-,..--=---='= =.=24==.=--74----:---7 ..= .=--.',-.. _ _• ,:- •a.,:: . VANED INLET GRATE 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY s .' ...,. : a;'' •a_ (SOLID COVER OPTIONAL) CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE T 2'-4" 2'-4" USING FLEXIBLE COUPLING BY CONTRACTOR. INSIDE RIM INSIDE RIM i 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD 1'-0" - 4'-8%4" RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO COLLAR OUTSIDE RIM BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE T 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. PLAN VIEW 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq ft). < J INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY Col INN ENGINEER OF RECORD. 11= w B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES i= Q PROVIDED). "' C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. - 4'-4%4" - FLOATABLES RIM: 244.97 I BAFFLE (MATCH EXISTING) 1-CARTRIDGE CATCHBASIN B - 0 1 PERMANENT LIFTING EYE STORMFILTER DATA POOL ELEVATION (TYP. OF 4) STRUCTURE ID SDCB-1 FINISHED GRADE j _ WATER QUALITY FLOW RATE (cfs) 0.01 ,:, •. - .. ;.� to • '_'ll""' �..�►�i�. PEAK FLOW RATE (<1 cfs) 0.14 F= ¢ t RETURN PERIOD OF PEAK FLOW (yrs) 25 a ELEV:243.97 i Y CARTRIDGE FLOW RATE (gpm) 15 0 WALL MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ZPG rS STORMFILTER _ CARTRIDGE ...../ FILTRATION y N__WEIR 5" RIM ELEVATION 244.97 a BAY INLET FILTRATION BAY r m INLET _ 5" PIPE DATA: I.E. DIAMETER o FLOW INLET STUB N/A N/A Co �, I IE: 242.67 OUTLET STUB 242.67' 6" N. PERMANENT ___/":"/ (01CONFIGURATION ix POOL ELEVATION OUTLET OUTLET (, \-- OUTLET STUB In to N CARTRIDGE INLET c 0 O 3INLET N SUPPORT - r--_ ELEV: 241.22 y OUTLET PIPE INLET INLET a FROM FLOWKIT o FLOW KIT -7/ CLEANOUT SLOPED LID YES\NO i' • CATCHBASIN FOOT B -.•.I� ACCESS PLUG 21-0„ CATCHBASIN FOOT SOLID COVER YES\NO z b 14 (TYP. OF 4) ON WEIR WALL INSIDE (TYP. OF 4) NOTES/SPECIAL REQUIREMENTS: ' Q. 11 ,.- 2'-0%2" (41 OUTSIDE .4`;'-c SECTION A-A SECTION B-B 0 . w a FINISHED GRADE `'° n NFcarn00;N T EC J\II/ _. 1 t {! a°orn tur � � V)LC; N ENGINEERED SOLUTIONS LLC °� ` N LC; 8 4 www.ContechES.com yinfm -o o 4 D ;3M'C01 �pw? U --- 24" MIN. -- 8"45° El :.: / ELBOW N v:ffil-iLnii> � 3 �', •.i N m �. FLOW ax? b IE:242.67 w ±6 LF 8" @ IAI Mi 1% MIN. NI 0 1e 'N.li N 8"45° / QED PRor s ELBOW CONNECT TO c..) ENGINEER v`�/p EXISTING LIN54665RI b E STORMFILTER CATCH BASIN STORMIE: NE CONNECTION DETAIL N,GREEGON CLANI E\-�� I EXPIRES: 12/31/2017 1 (t) r.r.r� r'7 SHEET441 041O C3.04 ,:„ N 4: CITY OF TIGARD CASE FILE NO. SDR2016-00001 N O O C41 a - w 1\,',,\\\1.,,,, r N LU •Cil a X �,� © \ 0 Z Z aT T �"� /42 ��74 (a. LU w a X 11/,,,,,........%, `-� ��° UNDER GROUND UTILITY NOTE —100c4= a ''''''''''''''''s+:" � — 0 r p Il I / PRIOR TO THE BEGINNING OF CONSTRUCTION, a V- r W �'-4-� '9° / THE CONTRACTOR SHALL POT-HOLE AND FIELD W U 172 WM 0 W ~`♦� / ``� VERIFY THE LOCATIONS, SIZING AND O N I -6)/'''N -1-6b1/11/ � ELEVATIONS OF ALL EXISTING ON SITE -� a' --I . ain — -- — — — --- — — — — — — — — --- — — -- — — �� �, UNDER-GROUND UTILITIES AND REPORT ANY — X r,...._W W W4' . ,4- *4)/// DISCREPANCIES TO THE DESIGN ENGINEER OF CII N i /7 ♦\ / ,,� RECORD IMMEDIATELY. W I C cC4 0 i ° AV's i ch a / O SD SD SD SD SD SD S i } SO r ' :; / G r — 174. at b i X I I —„ c° a 0 }moo ,, �� �. O1 St l I .1 PZ ,.4( ....... \ / i x � I // A- , ++, +• L1-7- 1 j / // / 4 ♦++� •+•• f// / / 4 : I 7 I D 0D 0D 0Q 0D 4D 0D 01.......x_: 45:///40 --mi ,,,,�`` •� `� «+ +•✓ Alla. v. in i _ - *.+, a XT:( 1 , 4 A 4 ' 1.4*. / Z ,.., •4( Cr, / ...1 :No °�1 WATER SERVICE STUB. SEE ARCHITECTURAL �,° . ` ',� •��►"� I E �4 ,, / ♦ o j J I , ii. PLANS FOR SERVICE CONNECTION TO BUILDING 4 / i ♦ }� ♦ ` // a a ' 41 SEWER SERVICE STUB. SEE ARCHITECTURAL / ♦ `• + '- PLANS FOR SERVICE CONNECTION TO BUILDING 4 ` / �, 248.73 CLEANOUT RIM ` ° j • ♦ "" a X1/1)) t INSTALL NEW 48" MANHOLE OVER EXISTING 8" SEWER MAIN. `, N. ♦ IP �;�, I41, / Mimi a I I SEE UNDERGROUND UTILITY NOTE THIS SHEET �: -� ♦ , ♦ ,�h, . / ♦ ♦ LIVE TAP CONNECTION TO 3O a X I ;! / ♦ r \ -jy BE PERFORMED BY CITY WATER I 6 / / ::,_;�► ,�° ` 'c , �' �,,` CREW AFTER FIXTURE COUNT a i / ! ♦ ,. ♦ AND PAYMENT OF SDG. / NN/ � , . i x i I i ' ( • 4'''''N'sgli ilfrvAi 4F a 1cf)n I 4ilit / {1 x to 1 Q / / i ,,,, AV, < / 7 / / 4 I / ° 1 1 • / ` . a ;.t INSTALL 3/4 WATER METER PER I I / // / / CITY OF TIGARD STANDARDS. �, ! ° , / / /V / igliiit CITY TO PR`DEs.METER BOX. I v) tilc-7 k3 ' ,,,, . 'N'N' `N,,,,......s. /* Z Lo I 4 /I f / 61114111r) , / / 0 0 a I g3 1 0'4 A : 5' 10' ill LLI I i // / 11111C-7.E: 1" = 10' / �, 11 N. N. CCVc co o co I 411%\21 l1 1 1 .((41) A '' i!!!!!!!ils�! / N 17 X i i 4jijs�ij$i$r ! J 3 z f f \ o I aaaoaa ! ! / ///' aet !� °oou / / ` hs I j I i / / o 1 f 250 250 0, _88 1 41 / EXISTING X I t(/"' / / 248 —GROUND PROFILE FINAL GRADE PROFILE 248 W a i / N.,.. ic.:.)c•TE '- I / / / 246 .....—c 246 + / / / p�----�— 6" STORM kat: \ Lu o t�,. j i ca X 1 / 244 / CAP AND MARK STUB 244 m tX I / ! PER GWS STANDARDS T =o o-s " I / / mzaa to to E v a 1 / / / 242 242 ` : e.:.15- . I / / 13.9' OF 6" 3034 PVC > 3 I ' x —1I 1 / / s=O.oBDo I 1 / / 240 I 240 m m 1 / f INSIDE DROP WITH BEAVER 0 3 I �, I J 238 PER CWS STANDARD DWG 080 CONNECTIONSLIDE AT LATERAL 238RI Q3 a x I / / ago Mcc? v I // / 236 1-44—N N 236 a II / / ..1, I 1 // / ,�, 3� _ c.1 i _�I a X - 234 0—�'¢,--,--,— - 234 - N t / 232 —_ c:, —. 11�� W W W_ 232 ����D PRQFFs�� H ►-+ a-J E k N fR ili I 1 / vii o C ar'sv *co 4 54665 I "� I / 230 230 3 a I OREGON = I 1 <v'` co 4 ° •• ' -0+05 0+00 0+10 0+20 0+30 0+40 0+50 �'�,�cr "' JQ� o 1 1 tANIELF, o. - I / SEWER LINE A PROFILE EXPIRES: 12/31/2017 L.. in SHEET I X HOIZONTAL SCALE: 1" = 10', VERTICAL SCALE 1" = 5' k / 71 / t%C4.OQ N CITY OF TIGARD CASE FILE NO.SDR2016-00001 N 0 O N 'r ' ,N' air PLAN I Z U EASEMENOR T CD • 0 O _ \ z LOCATE FRAME AND COVER V mow OVER LEDGE OF AT LEAST W 12" IN WIDTH •r ► e Mme. BEfY�EEN .J 0 DC Ial� KNOCKOUTS STANDARD CAST IRON NON-SHRINK GROUT am. //Q O `' II 1111111 �' t� .`, " FRAME AND COVER O 0 2 • DRAWING N0. 510 11 sr. �/' W PIPE SIZE AS SPECIFIED SECURE 2x4 IN PLACE ` II!' 6�1 W .. . AGAINST PLUG W BACKFIU � STANDARD MANHOLE '� LL MEI TO PREVENT PLUG BLOWOFF I W GRADE RING . ill111 STORM OR SANITARY ..,Q .44 ... -.. ® 4- MIN. � O. '..1 N ` :b ANDARD FRAME AND COVER OR12 0 INN NOTES: TOP OF FIRST STEP Pi WATERTIGHT FRAME AND COVER ` a` � �, `�// � f �/ �n Sri MAIN MAXIMUM 2r FROM -'"a STD. DRAWING NO. 110-SA/ST FINISH GRADE ,• • ., z , = TO TOP OF CASTING OR NO. 120 �' ',..".•.' t � UI.FOR NEW CONSiRUC ICM ALL SIDE'"SEVER AND S CESTORM manic V 0 Q N H CONNECTIONS TO r AND 10"MAINS SHALL BE M/TH FACTORY ,, SET FRAME IN NON-SHRINK :%' ' a ..': L coFABRICATED'TEE" FITTINGS UNLESS �OT}M:RVMISE APPROVED. 2X4 .>r•�v��i• GROU7 / WATERTIGHT PIPE PLUG 1_' v urn, 2. PPE MATERIAL SHALL BE ONE OF'THE FOLLOWING WITH STOPS UJ M '`' ',/� ' I,n N 0 `G n. A. Piot ASTM-3034 NOTES: .i GRADE RINGS (2",4",OR 8") ° `' y y.-`y „<s-, .^ r ALL PIPE SHALL BE COLOR CODED: T 1. ALL PRE-CAST MANHOLE SEGT1gNS SHALL CONFORM TO THE - :-..-0 MAXIMUM 12" SET IN �/ a° "-`c.' 1� LI) GREEN FOR SANITARY SIDE SEWERS NON-SHRINK GROUTWIIII VNMITE FOR STORM SDE PIPUNES 12 REQUIREMENTS OF ASTM C-478. al. / ° /,? PROVIDE 3/4"-0 FORA MIt- 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY A I` •• 2" MIN. CLEARANCE /(� MINIMUM OF 6" AROUND E B. ��ASTM C-14 a.-2 STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". . `tsit' •'. " ' ,,•,,y..-..;,,1, ` CLEANOUT _ C. DUCTILEIRON CLASS-50 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4. STANDARD ECCENTRIC t -' s" J� 'r� MIN SUCH AS KENT-SEAL NO. 2, RAM-NECK. OR AN APPROVED 38" CONE ,. • HEIGHT: TOTAL LENGTH OF 2X4 w EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. '�-U `,d-,,t, owl"T MIN. LOT k AS SHOWN ON APPROVED SET OF PLANS 3� m 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. Cr MARKINGS TO FACE STREET Q 5. PIPE CONNECTIONS OF 24. OR GREATER SHALL REQUIRE A �''-�" // 12" HEIGHT < MANHOLE AND CHANNEL DETAIL '" \,MANHOLE SIIPS SEE '7'\Y' > 4 .a'''';•••:'''''n �' OF GROUND MAGNET! } 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL r r��'i t+ 2X4 SURFACE TAPE In REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 ' MANHOLE SECTION 1" MIN. OVERLAP ' ...t,,„,, >is - IN COLOR CODE SURFACE 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) \ LOT# (GREEN-SANITARY MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED •• -44 1'-4') \`\t a�, III ` 0 ���C�a N ON THE INSIDE FACE OF THE MANHOLE. S �...U ,� (WHITE-STORMS x 1 N 8. BREAKOUT OF WALL FOR PIPE SHALLBE 2" MINIMUM AND 2 + 4" MAXIMUM CLEAR OF PIPE WALL. Z i . �' f. t \K�`S' r = 9. THIS DETAIL UMITED TO MAXIMUM INTERIOR DROP OF 24" 2` ..\"r- v ,� ' FOR SANITARY CONNECTION AND 48" FOR STORM "o "-° °' �' ` LABEL MAGNETIC TAPE WITH BLACK LETTERING z ,o • l ,^ GROUND SANITARY: "CAUTION SEWER BURIED BELOW.' CONNECTION. --�- '-*-8 MINIMUM • /% • j 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND o STORM: `CAUTION STORM DRAIN BURIED BELOW." I .. PLACE 18" ABOVE TOP OF PIPE AND AGAINST"2X4. r Q COVER SHALL BE USED IN ALL EASEMENT AND OFF �=+-IJ •,, n q,` ' �t F STREET AREAS. • a a - . ( 1/ O -1/ r i a�� o .� e 48"MIN. •;:••.---0 MINIMUM 12- LEDGE PIPE t (ONE REQUIRED) � 2" MIN. FROM TOP OF III �'' PLUG ! 1'/fT St.OPE TYP. sigC ') PIPE TO ANHOLE a> � .. _ c�. �' a'� � ' +, �� ;� sEcngN -.,,*;; j • : ,w ; W " 'i. ! ; �' .. , �< � 1. '1-.'..‘=!.....- a oh vw° j ,> uo J ��. • PIPEi: 0 0 :1��1 1� b,' � O.D. • CONCRETE ENCASED . • 1 !! /rBOTTOM OF WYE _I • • � MINIMUM SLOPE FOR 3,/4'-0 PIPE ZONE` .r>;:'•;• :�� " ti 3/4"-0-/ FOR PLASTIC PIPE \._3 4 -O !P ... ! SMOOTH FINISH CHANNEL 1O _.�•�•a • 8 MINIMUM CONCRETE • 6" PIPE 4.01{3 MATERAL AS SPECIFIED rt1111.11 - '© :+':• 4" PIPE = 0.020 3/4 VERTICAL HEIGHT OF PIPE • '••••:•••••••:"....1;•1••-•%'.' •a,,:•t... ••.:.. :� $ • 'a M' SUPPORT TEE WITH Z. , ., � •...,r•;.4•.'.,.../‘...1.2':.:11....,` ;i I • '"' t'' 72" MINIMUM +&a`A,+, ' NOTE: '�' 12" MINIMUM OF ff."-O" COMPACTED----* ,•;J.'::;: "' ''- J ��i �l►1/ BEDDING GRAVEL. ON "� ' �•'''= 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE w� . / MINIMUM 2'0" WIDE ELEVATION BASE MATERIAL • 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. MAINLINE GREATER THAN B" SHALL HAVE A 8" STANDPIPE. STANDARD MANHOLE SIDE SEWER / SIDE STORM CeanWabeSeryices Our commitment is clear. REVISED 02-03. DRAWING . STANDARD Services CeanWateServicesPIPELINE REVISED 02-03 Oar commitment is clear., Our commitment is clear. DRAWING NO. 170 DRAWING NO. 500 REVISED 12-06 PIPE PROJECTING 7-0" 8'-0" PUE z BEYOUNDINTERIOR �.__. 5'-By a SURFFACEE OF MANHOLE WALL IS NOT ALLOWED SIDEWALK V) (nu E �i I,.SVj��j��`',`' x.441 �' Ca C WATERTIGHT •::!::t�:=:�r..-x..._,:YRIA_a ��•lj'l•%/�. ' •/ 1/) 14 SEAL .- . S‘•,114. �`j�`j4`+'�` i 12"x20" ROTOCAST METER BOX, WCI ;I\=a 30" MIN SERVICE LINE DEPTH C: -% W/12"x20" COVER W/5-1/2"x11" ., F 1-----� CAST IRON INSERT WITH NO -a IW/////// - TOUCH READ HOLE IN THE TOP Q. 48" MAX. FOR • OR INSERT. NO HINGED INSERTS co STORM AND % " . SANITARY FOR. PIPE TYPE, SIZE, SIDEWALK ADJACENT TO CURB Q k AND CONNECTION d p a S "7"'"�---.. PER PLAN, AS ..., APPROVED 5'-6" 5'-0" 8'-0" PUE di A N. VARIABLE'DIA. .6 t CHANNEL BOTTOMsi' ,,,- 1'-6. `',A, _ '`iA`�A����``* . �A.:%A�*-",--Ai Ai Ai i Ar Ai Ai C4 OPEN INSIDE DROP •=- - �A/�''.,"4..%-t' .. ..... - - o WITH BEAVER SLIDE 30" MIN SERVICE LINE DEPTH0 12"x20" ROTOCAST METER BOX, O UT W/12"x20" COVER W/5-1/2"x11" CO� CAST IRON INSERT WITH NO w o CN N E D TOUCH READ HOLE IN THE TOP 2. INSIDE DROP PIPE TO EXTEND A OR INSERT. NO HINGED INSERTS / �` �'`�coo) 9 MINIMUM 0F,1" BEYOND SHELF. LJ Q Z 11 c SIDEWALK WITH PLANTER STRIP AT CURB U,�r-co�,,.j 0 �II ` -OoUE -1 Z I- y _y 1^e NOTES: CUSTOMER SIDE _ y w F-tL3 a 3 ° 1. SURVEYOR TO INSTALL TEMPORARY HUB �, -° J �' AND GUARD STAKE AT LOT LINE FOR `"° I m METER INSTALLATION. 1 %/%�_ %//% G 48" MAX. FOR 2. BOXES SET IN CONCRETE SHALL BE 8-10" rull SEE PLUMBING CODE of STORM AND 3 NEXT SIZE LARGER, r 24" MAX. FOR 3. CENTER OF METER BOX TO BE OFFSET =: FOR DEPTH OF U '; SANITARY * ,` PIPE TYPE, SIZE,AND CONNECTION 1 FROM PROPERTY LINE. I , o VARIABLE DIA. 0 PER PLAN, AS 4. BANKED METERS WITH SHARED SERVICE ,•:• . ._.i. t f-i .I. . .:_ I p . APPROVED LINE TRENCH SHALL HAVE 18" MINIMUM 1 N PRE CAST MANHOLE DIAMETER DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN - ` `� � /�FOR LARGE " „ .. I^�^ PIPE. SEE STD. 5. IF WATER METER IS LOCATED IN A 3/4 -0 METER �,` 'PR�FFS3, v t °"`.� a� 4 �'.'.n..:', £ °42` . ;"4 DRAWING NO. 160. SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE \5 �NCIN£FR 'O """ ARMORCAST 17"X30"X12" RPM 20K WITH MUELLER 1" 624258N THIS IS 54665irs OPEN INSIDE DROP FOR A ONE PIECE 17"X30 RPM 20K COVER AN ALL 1" 300 PSI BALL ss LARGE DIAMETER PIPE OR EQUIVALENT. IF TWO METERS ARE VALVE NO LEAD ANGLE STOP) OREGON BANKED IN SIDEWALK AREA THEN DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL 'fy 20 ' O f BE 24". 1" TYPE "K" SOFT COPPER TUBING /t, i1, AN o OPEN INSIDE DROP - SEAMLESS IRE S 1 E\-ti 4 I EXPIRES: 12/31/2017 " - CITY OF'JIGnRn APPROVED BY: NO SCALE r�"r MANHOLE CleanWatee� ServicesSHEET OREGON LORI FAHA. P.E. In DRAWING NO. 080 REVISED 11-06 •ur commitment is clear. _ ENGINEERING DIVISION DWG. N0. . ■ rursuca-oRxsDErwRrm�cNr OTT R , 1" WATER SERVICE TIGA4/ 13125 RD, S.W. V 2 C4.0 1 �° TIGARD,OREGON 97223 MAY 2018 520 V ; VOICE:(503)639-4171 ' FAX (503)684-7297 _ APPROVAL DATE N 4hR•44- et: CITY OF TIGARD CASE FILE NO.SDR2016-00001 .W,•1 N G 5' N EROSION CONTROL LEGEND W z z O • C� 0 34 180 EXISTING CONTOUR (n L p i r W • ., 180 PROPOSED CONTOUR J t) 5R 3: 5 % (4111rUJ 0 ____ PROPOSED SEDIMENT FENCE I' - //�♦� CO 02 i w ) ---E3---EF _ _ BIOFILTER BAG SEDIMENT BARRIER IX Q a I — ` .�.-- �'"" ---` . � *4 .�:0. AT CATCH BASINS J J — ../ 20 0 10' 20' 40' Q �, .....--- '' — — . _. . - V (I'� I DIRECTION OF STORMWATER FLOW Ce co — — .._.-- "-- -- SCALE: 1" = 20' f W N Q xC �, 2r � � o co Pr 0 (...) 0 o' X x °t:�f 1 (,), 0 x0 • _� •-• _,_ 1. 0......4.1_, / GRADING NOTES RECOMMENDED CONSTRUCTION -' I '- — -� �!!� XSD ��XSD XSD D I xss SEDIMENT FENCE —xss x:s x ' xss x xSS�lit�' ss2.:= Y --L�' • �� ° '� SEQUENCE FOR E.C. 0 ( ') \\ ��� \e411** =-r`� �`"' ,/ ` 1. NECESSARY GRADING/CONSTRUCTION EASEMENTS FROM ADJACENT ° _ -246 - / I 1 / o rr►���I �; •4.1r / PROPERTY OWNERS WILL BE OBTAINED AS PART OF THE SITE IX PERMITTING PROCESS AND PRIOR TO ANY SITE WORK. x '` / LIMITS OF s� ar �;�, 1. PRE-CONSTRUCTION MEETING. li • I ../,?,""-- I -' �� CONSTRUCTION \ .1i+ } ��� . • Act l � `�,/re11* n / / sr } )4 2. FLAG OR FENCE CLEARING LIMITS. �• _ _ SAWCUT EXISTING — `� 71 �� / / 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WIN NAME AND I i / AC PAVEMENT } � \ ;��/ � I PHONE NUMBER OF EROSION SEDIMENT CONTROL SUPERVISOR. Q / ,/r,„,._ -, f f ft j '""" o c� \ , / tipt + 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. Z x ,.., ..._, / 4v ,/ 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES). ,i tib' e E, �..,•w�,,;. .- .` ;/ �t/ f Cid -,£ .'.,, r t � 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). c 0 .V:i \ am` f E " , ) % riri 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE Et 1.,,,' .��'! \ '+: > \. ~�= _- I SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING Ill- ,, :I 1 tiiii71111\ Pr / \ �( >`� ti"�':r ` _-- �` FOR PROJECT DEVELOPMENT. t.Imo; I co/ r /// \ 0 ,01,,r` , . . , � 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH LOCAL ti° ,/, \ \ '4•. o '"'-'r "� r�, . 44.„, / JURISDICTIONS AND MANUFACTURER'S RECOMMENDATIONS. BIOFILTER BAG SEDIEMNT ~ _—Ti- / BARRIER (TYP OF 5) 411 �!' 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL I IN - '2a1 / = ° / /• MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS1 NEW BU LD G FOOTPRINT \ o / '% N. - ,/ • CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN p -" / / �/ 4 • ', F,\L.•; / ACCORDANCE WITH CLEAN WATER SERVICES EROSION AND SEDIMENT X 4 / ` \` - _246 ` 1;14/ ��� CONTROL STANDARDS. • SAWCUTEXISTING / , / ; / 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN z ` AC PAVEMENT / I �� _ - DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET 4P1 :,• f � r -- \ x j` SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC // -`'`--- '.ate" SHEETING OR EQUIVALENT. z LIw f / 6.- or r/ I / +f 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN E o u 1 T �, DAYS. •-• o f// ---. / 12. SEEP OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30ii IX "Q 7..., / 1 �/ DAYS. I 4.. cn I-V' �� .°°" /( /� / 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE M; \ /41, "\ •416. ♦ STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IFa ^,u9, / `a I► + APPROPRIATE. 0 0• '` LIMITS OF �, , /1) ~`• CONSTRUCTION ,* �. zN. 8/12 / , � IQ ,.iii, R NOTES FOR SEDIMENTits :.., j i t'` O FENCE o i• a. / `- / �) / 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT0 c4. 4 2 �m / �� TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS o ,� � 5? l Q w �, y '' ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A 'i,� -03 N N q J / 1 )7 '� O'JA/ SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY 1 °3 0003 IT, '�'• / FASTENED TO THE POST, OR OVERLAP 2" X 2" POSTS. a torn31 . ••'�� dwr.to ; cn �� / • °x 2. FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS M � - S�M° 4 +� WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' I o E w " z E- °' le APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 . ce •• •• cn / n S w� w / N}�w i>n< / . / 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6". m ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION o SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. c; X • I ttl �� 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE [�Xy . / / MANUFACTURE STITCHED LOOPS FOR 2X2 POST INSTALLATION. STITCHED N - ssx '� LOOPS SHALL BE INSTALLED ON THE UP HILL OF THE SLOPED AREA. 'SSX @ ,o , _,v. ,.x lilt 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED ��1)PROFF ci) THEIR USEFUL PURPOSE, C, th "' BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN � i."G`"�eR �� 0 / 0PERMANENTLY PROTECTED AND STABILIZED. 54665 s,. x / *' 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY OREGON I APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT c ` rt1 0 $ . LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS /�' �1Q' a / SHALL BE MADE IMMEDIATELY. DANIEA, - / in_ EXPIRES: 12/31/2017 v) --1 I • SHEET ir / kr) in tZt ,\ _ EC 1 N CITY OF TIGARD CASE FILE NO. SDR2016-00001 N 0 O N • LLJ N NOTES: re Z O i 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED f/"'`'i ` Z BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED INTHE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT �■,/ • ,� V R CONTROLS WHO WORKS FOR THE PERMITTEE. � s: ,R O ANGLE FILTER FABRIC 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR Cl) ^� `,/ FENCE TO ASSURE SOIL IS TRAPPED E • W X 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. milmaV co fd.. f3. .�. O II i 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING Emu C i j * CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. Qr ,� L) LU r T ( Ii ti a * ♦ 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE `E__ lLj�, Q LU APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. () • 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED 11i OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE < Q c R ■ ■■ m■ ■ DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT J ,. f�f• OF STATE LANDS REQUIRED TIME FRAME. h INTERLOCKED 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS„DRAINAGE WAYS,OR WATER BODIES. ttmm� N/� 2"x 2" POSTS B. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, V Cl) / AND ATTACH PLAN VIEW AND PRIOR TO THE CONTROL MEASURES L. A/ CI (_ /(I) u. NTS 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT W ■C 1- ♦ a COMPLETION OF PROJECT. Et L T--10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL USE STITCHED LOOPS �.. 3' minimum OVER 2"x 2" POSTS NOTES 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS CONCRETE WASTE,SANITARY WASTE.LIQUID ran = . WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 0 coV♦ V from toe slope. a 1. BURY BOTTOM OF FILTER FABRIC 6" 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. ) VERTICALLY BELOW FINISHED GRADE. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD `r+ c BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. C° c 2. 2"x 2" FIR, PINE OR STEEL �j,♦ 1 C FENCE POSTS. 13 OWNER OR DESIGNATED PERSON SHALL SE RESPONSIBt E FOR PROPER INSTALLATION AND MAINTENANCE OF ALLEROSION AND SEDIMENT CONTROL `. MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGUtATiON3 `////�� ¢ 3. POSTS TO BE INSTALLED ON ♦ 14. PRIOR TO ANY LAND DISTURBING ACTNITIE$,THE 80LMDAFtIES OF THE CLEARING LIMITS VEGETATTTt BUFFERS.AND ANY SENSITIVE AREAS SHOWN ON ��I UPHILL SIDE OF SLOPE. THIS PLAN SHIA i L BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE F1 - 4. COMPACT BOTH SIDES OF FILTER FABRIC CLEARING LIMITS.THE OWNERJPERMETTEE MUST MAINTAIN 711E DELINEATION FOR THE DURATION OF THE PROJECT. .,�-1' NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. IIr TRENCH. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT (�j'V 5. PANELS MUST BE PLACED CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. E PROFILE\ FI LE ACCORDING TO SPACING ON DETAIL N0.940 18. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. NTS c 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE,BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 1 1 lime 'p i whirl i'i's'�ni"%iai i�i�i�i�r ii�'Oi'ii a i Iii 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT i'i::. :"::ii'":::$44.••?..:::.*.ta�"iitt. •:::::::::::�::':::: `04 CONTROL BMP .E.FILTER BAG). Z CO .� FILTER FABRIC MATERIAL � � .o : •0;•••N2„,„o Sy':'+.a. ,„v4 ;�.��,��..04 .4. `7.x 36" WIDE ROLLS 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER N •.• •iib'••:�iis�i�i�:•iS,,•..,,..,i•••:•:•O:•,.•,...•,..?.. •ti DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. :4. ....b. .♦...•.0.....z :4,•......: ...4i... .6. ;,40,4. ,:;ilii 0�::%:;�:Xs:*::+:+ii:�I'i�::':'i:4':•. . 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION d- `.• • .`+4A,• ` 4i, ,04 ...4.4.4,...:..40.440:40. ` PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. �1 fp `�► r -�/ •I i 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. Z . ! 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC W I SHEETING,MULCHING,OR OTHER APPROVED MEASURES. 0 1 U 6'MAXIMUM SPACING U FOR FURTHER INFORMATION (��'"� I(� `' ON DESIGN CRITERIA SEE 23. ALL EXPOSED COILS MUST BE COVERED DURING WET WEATHER PERIOD. FRONT ti.J N 1 VIEW CHAPTER 4 OF CLEAN WATER Cn SERVICES EROSION PREVENTION 0 NTS AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ce E J SEDIMENT FENCE aeanWater Services STANDARD EROSION CONTROL NOTES DRAWING NO. 875 REVISED 12-06 fur commitment it clear. FOR SITES LESS THAN 1 ACRE CleanWater Services DRAWING NO. 945 REVISED 12-06 Our commitment is clear. z 01 a a. 0 MAY BE USED SHORT TERM 4 'irm t cc W/ UTILITY WORK AND W/ -___=___ _ Z w s.PHASING OF DEVELOPMENT -- _E= 33 r: Q 0 0 triPfli• c:4 _ _ \ " •■M _ ,i� -era iii ■t y ,, !t: � CG IIIS{iit)5111411 ti14{tita•ii 1/Iii. l.i.l lit t itsorti (tt bili I li n Iirr<I Milts, trlrr!+srjlutr 1 REBAR FOR BAG REMOVAL FLOW •* .w ... l INN filHl»r wilFr MI! mtvir.14rim mt�{dt:Iiii,' hill t>III1IiI 111I111�I11�l�ll ____ _�- t4ItrIC1'LILIII,', writIiitll MI111i 410 i'�'1111N{tr+li �s MItltfill111111 Iit{*k1tMI '111111101111'.• 'Oil CATCH BASIN GRATE IIiI�III►tlifthll' tait LEI 0 int NW 1;;;+rnlrt,reniotati- ........lain 1111tt1i1,KIM .t111111117144II � MtuNlytLau,{11k' == a . , Q ■ W 4 r,-.A-moi O _"�.. ;.. tes... ._ . CATCH BAST z 60" AREA DRAIN \�� : '•; - •4.4•I4ott�'�'�4�I�44,I7 :,. '' a CATCH BASIN +.#4"4.4,04It�441.41�1.4/. �, �, EXPANSION RESTRAINT • .0.0 FLOW 11t�w�lilnm,..„ r���1 �►�'i'I�,br . ,,. . Itlil'.Y _..r � Il lrlllf{�Iti it • �'�������� a ••'� � Q 'Tlihl .�0��►�' - W 'tilLllriruii ��, . . 4 I�.1miu,at, O 1 . wC7 Q. v 15 F N N Blo•r IN° 01■ICH BOITTOM • ■IIi1111;' STORM PIPE .• +A '• •�� ii, (� i ..-^,.....;%-,--4,7-7. t �B I I►I{Illatt lti` � -- _,,.,,�• ..i llun,e FLOW . �/ , `�° Co-ro Obi v Z . ♦ auurtiAlH UI -.� :a o I I rn O iNitllldl'lllll .•; e a 0 n o IIg111111t111ru , s,„,... \ • J . a, • w •. -=__'. tlI111111U1'll' •`. A • , ..- '.t .. . s. �• • .. - \ m Z lLo n y tout TlNllllar -z-F. W IUlfl'UJIilttdl w d •ix 3 U - Jrd111TJl:urn � �j w Q 3 Lu DITCH INLET PLAN VIEW 1pitiMilli 2"X2"X%4" RUBBER BLOCKS �m F- 3 . 441p•n1p11, N u■ u, POLYPROPLENE oav NOTES: 6" overlap of bags. FILTER SACK (WOVEN) U 1. ADDITIONAL MEASURES MUST BE 1 CONSIDERED DEPENDING ON SOIL o TYPES. WOVEN POLYPROPLENE SACK 1 cv cv 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING .c5'c PR�FF k. , s (2) 1"x2"WOODEN STAKES OR \5 GINEEE,p -0 o APPROVED EQUAL PER BAG. NOTE: c,54665 1-,. 3 FOR FURTHER INFORMATION FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER OREGON SERVICES EROSION PREVENTION FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION v HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL �'Aj `�r 11,' �G' Zs PLANNING AND DESIGN MANUAL. (.� �P o OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. BY MANUFACTURER. /On T Q. EXPIRES: 12/31/2017 Limn= ci) INLET PROTECTIONINLET PROTECTION SHEET TYPE 4 aeanWater\ Services TYPE 5 CeanWater Services 0 iur commitment is clear. •ur commitment is clear. EC2 1 DRAWING NO. 915 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 I N <t- CITY OF TIGARD CASE FILE NO.SDR2016-00001 N I t n N ,. W 4 OC • Z Q z 0 . O E— , 40' MATURE v TREE CANOPY -''" rIf__-- TREE CANOPY p TarIJi * y, - - - --- - - - - - . , ILI., § Liu%- NOTES Ed r / i 4,1 - likt:--- "ft � � -.... .., �" 1. CONTRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES. IF THERE IS A DISCREPANCY � QL.- � Wammil oir, /,‘0,00 ♦ ,, / is. BETWEEN WHAT IS SHOWN AND THE QUANTITY LISTED, DESIGN INTENT PREVAILS. la- I 'b illhnall.,'111111111P ��'� "00,,, ,�r ~T2, A PERMANENT LANDSCAPE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED Q1 i ... 40.0 . ' �70.,� , AND BONDED CONTRACTOR AND SHALL FOLLOW ALL LOCAL AND STATE CODE STANDARDS.� � ,I10 orrff-;-*A ��� � ' WATERING SHOULD BE PROVIDED AT A RA OF AT LEAST ON I �`•� Q iii 1 �. / TE E NCH PER WEEK BETWEEN LLEXISTING 6 TALL \ / ,moM'�►,�•�► , �'/i/� ,� JUNE 15 AND OCTOBER 15 IN ALL PROPOSED LANDSCAPED AREAS. IRRIGATION CONTROLLER 0 CMU FENCEI 40.0 . Fitl' ►' W N �/ r / /'` jAilpPriWr / SHALL BE PLACED IN A SECURE LOCATION. EXlS11NG IRRIGATION SYSTEM SHALL BE,, PROTECTED AND REUSED WHEN POSSIBLE. TM �"al ill ' oop 1f- tl �� _;I-��_/ `' __ ,t pi .♦ �� 3. PLANTING SHOULD BE DONE IN NATURAL-LOOKING CLUSTERS. PLANT ALL CLUSTERS IN n { 1 ,.s=ue-.e-.—.D 0 D 9)1 i-- =_�•'1'---� # `/ ♦ ♦ UNEVEN NUMBERS ROUP OF MAKE SUR URA ANDALLEXTRA ITEMS r _���. �1`�� {G 3, 5, 7, ETC.) E BURLAP P E TR TES O � ° ilk "'� *�'� UMW" ��;►� {�► `s. N-7-1051111W ARE REMOVED AND ROOT BALL IS LOOSENED BEFORE PLANTING. t.- c• * 11111111111 ° a a filt4)4444471.4)/Arr/ 4. PLANTING SHALL BE EXECUTED IN ACCORDANCE TO STANDARDS ADOPTED BY OREGON I �.�► „p 4 `4 </., G ,a �\ 4 ,, 4 /�71' T:/// ^} LANDSCAPE CONTRACTORS BOARD (OLCB) AND OTHER APPLICABLE INDUSTRY STANDARDS i ,1/ � .,y► 5. ALL PLANTED AREAS SHALL BE MAINTAINED ON A REGULAR SCHEDULE TO KEEP A I Pr 4 + WEED FREE AND TIDY APPEARANCE. I �= I IMM " 6. PLANTING AREAS SHALL HAVE A 2 INCH LAYER OF MULCH APPLIED AFTER PLANTS I I Ift ARE INSTALLED, EXCEPT THE STORMWATER PLANTER AREA. I ..i i , , 4 ,c, , , s-N.----- ---N. ,,,,,,,c.... ,. 7. CONTRACTOR IS RESPONSIBLE FOR TREE PROTECTION OF EXISTING TREES DURING I #t ' • '4°""iiiN, I CONSTRUCTION. CO 0 Z I 15' WIDE LANDSCAPE aI d ' N. �► 8. LANDSCAPE COVERAGE REQUIREMENT. W Z a SCREEN BUFFER I I /// I y PROPOSED LANDSCAPE AREA - 4,393 SF or 37% L Z c n i i * I NN,/ ` REQUIREMENT MET. Z nj n I r // 4: 21Z ° %� I ` / 9. TREE REQUIREMENTS. Q I I • Q 1 ° I / 197 LINEAR FT OF LANDSCAPE BUFFER. MIN. OF 13 TREES REQUIRED. I41*'. -7 // ft 16 EXISTING TREES PROVIDED AND 4 TO BE PLANTED. : EXISTING LANDSCAPE ° #1 I 4. / ♦ REQUIREMENT MET. ctg n I y d , // \ / 10. SHRUB REQUIREMENTS. o I I /•// / 3,000 SF BUFFER AREA. (30) 5 GALLON OR (60) 1 GALLON SHRUBS REQUIRED. , I / �` 60 PROVIDED. a I o "�I /, / REQUIREMENT MET. .c,.` EF al *n �� ��'` It' ���'���� jj / 11. TREES AT PARKING. ca i ►-'�� .\ / (3) RED MAPLE TREES WITH 40' DIAMETER CANOPIES ARE PROPOSED. "� ! ' "4-10)40 ? / TOTAL PARKING AREA = 3,031 SF z o "' / MIN. CANOPY COVERAGE = 30 % or 910 SF 0 N 15.0' - '+ =� , ' < / CANOPY COVERAGE OVER PROPOSED PARKING = 1,458 SF = 48 % COVERAGE Ls N n , �'� U I � it / gf �„ < ,41111101 / REQUIREMENT MET. p 0 Ilardirril*. . /Atet �� � ,iii fi�i�i��� / t2. THE OWNER, TENANT AND/OR HIS/HER AGENT SHALL BE RESPONSIBLE FOR MAINTENANCEcaa/ � ?. / seEsp$40i1 'lit al if 4 / OF ALL LANDSCAPING AND SCREENING. cc 15° �� �1 tAr. � o aiw, / 13. ALL PLANTS SHALL BE OF HIGH GRADE AND SHALL MEET THE SIZE AND GRADING Eli /+. /10-......; / STANDARDS OF THE AMERICAN STANDARDS FOR NURSERY STOCK. ca 8 . 1' / v I t' �` / �f 46° 4 // 14. TREES WILL BE MAINTAINED SUBJECT TO THE TREE RELATED RULES AND REGULATIONS OF Vca V�►'1 --„ ''�. / THE CITY OF TIGARD. ..4 -- / 4 40.0' 's��.�O / / n 40' MATURE Ii WI, , /// PROPOSED STORMWATER FACILITY PROPOSED LANDSCAPE LEGEND N TREE CANOPY 1 �`' / w • / 0 o a / / STORMWATER PLANTER PLANT MIX - 586 S.F. SIZE/COND. o Li- �Iq. / / f QUANT. COMMON NAME SCIENTIFIC NAME SIZE/COND. SPACING QUANT. COMMON NAME SCIENTIFIC NAME SPACING - % n 111 .� / Tw o pD C� ��1 19 ROSE ROSA x MEIPOTAL 1 GAL. 5' O.C. H N N �k I \ .,;;A:0,4%, / / T 20% RED TWIG CORNUS SERICEA 1 GAL. 5' O.C. u9 rn °' o 'CAREFREE '�, v, �� � �, a \ 4g�_ . / DOGWOODSI DELIGHT -z 1 _ ...: +, • wi �,;1 / SPIREA ' >0.o°'•y `' I Ii '/ 10% DOUGLAS SPIREA DOUGLASII 1 GAL. 5' O.C. a n t° ' Irti��/ % 1` / � 1` 78 TALL OREGON MAHONIA AQUIFOLIUM 1 GAL. 3' O.C. ` m o o ° / --' / / GRAPE \ zoo a �► 20% CREEPING MAHONIA REPENS 6" POT 2' O.C. m ow F -4 LANDSCAPE n / IRIS 31 INKBERRY ILEX GLABRA 1 GAL. 4' O.G. :. 4.1. 15 WIDE I / OREGON GRAPEz r a, SCREEN BUFFER *1111f 'SHAMROCK' I15% DOUGLAS IRIS DOUGLASIANA 6" POT 1.5' O.C. I �, oI0.411111011 10% YELLOW-EYED SISYRINCHIUM 6" POT 1' O.C. 1 GRASS CALIFORNICUMfq 3 RED MAPLE ACER RUBRUM 2" CAL. PER PLAN rvi 10% HARD-STEM SCIRPUS ACUTUS 6" POT. 1 O.C. o 4 I BULRUSH cal 15% SLOUGH SEDGE CAREX OBNUPTA 6" POT 1' O.C. I / • 4 WEEPING ALASKA CHAMAECYPARIS 2" CAL PER PLAN I -r CEDAR NOOTKATENSIS a EXISTING 6` TALL PENDULA z? CMU FENCE I T MATURE TREE CANOPY COVERAGE OVER PARKING AREA. I aI / I o ' , (,) i /Ei GXISTING DECIDUOUS TREE irn EXISTING CONIFER TREE SHEET 1i / I 20' 0 5' 10' 20' 0 ' I / LANDSCAPING PLAN N CNe - _- LIRO ,. coI 1 SCALE: 1 : 10 SCALE 1° = 10' CITY OF TIGARD CASE FILE NO.SDR2016-00001co/ N 0 9 N / \ W It _ r Mil - � � - / I 4! MOM - - - - - 0 TREE PRESERVATION NOTES 0 Z °z , pmortx.mf- :,,.a......401 ..... ..o....,aws,,Nss,. .,N/111 EC = EFFECTIVE CANOPY COVER. _ W °or : #5 ��, stiV; CONDITION RATING IS 0 - SEVERE DECLINE OR DEAD; 1 - DECLINING; 2 - AVERAGE; 3 - EXCELLENT. J c Ce a. MC / "" PRESERVATION RATING IS 0 (HAZARD), , Z IS SUGGESTED ROOT PROTECTION ZONDE�D MEASURED N) FEET AOFRRApIUS SURROUNDING THE TREE. 'Q V O r O w No ANALYSIS AND MITIGATION. W mmm w#6 I j� 7488.9 SF EXISTING CROWN COVER BEING PRESERVED ON THE PROPERTY. 8f�� 1 4 `\ PER SECTION 10 PART 3.M.2.a THIS DOES NOT INCLUDE ANY TREE WITH A CONDITION OR PRESERVATION RATING LESS THAN 2. J N < EXISTING 6' TALL I / ,�� � . $4� Q I " (?CMU FENCE ilk ` CG DISTRICT REQUIRES 30% EFFECTIVE TREE CANOPY OVER PARKING AREA. tom' Xkik 0 hi:i PARKING AREA IS 3031 SF. EXISTING TREES ARE NOT LOCATED SUCH TO PROVIDE THE REQUIRED EFC PARKING AREA CANOPY. N#7 I ; M � (4LL (3) REp MAPLE TREES WILL BE PLANTED TO ACHIEVE THE MINIMUM 30% EFC OVER THE PARKING AREA. NO TREE CANOPY FEE REQUIRED.�i I -� � W � N (� TREES BEING REMOVED PER LEGEND AND TREE TABLE TO BE REPLACED WITH WEEPING ALASKA CEDAR. r >" . t imimmi � �111 NO 1,4at1/4417,4 .. T \ 0 , ; 4 ' 4 '4 4 4 -....1%,... ir -*/ \ ..... i -is--oobk. o 1 // , \ ,4 4 0 \ ''',.. ..,11 ,IIVIA7 4 4 , 7:4148) i a /ryaAtifir \ V i '� ` ~`��s `► II a \ . �� ... z � / I V / .4 / #10 a/ \ 7 / e ce op 1All J 15' WIDE LANDSCAPE a Q /, N. ` �± t SCREEN BUFFER AND 249 / LEGEND Q ROOT PROTECTION ZONE a i �' "� I 61.8 ov a I --- 5800 EXISTING TREE TAGS L Z w a • W #11 a /I / 6 .. -- — — — PROPERTY/ROW LINE 0 Q aI . PROPOSED ROOT PROTECTION W U. \ / �f ZONE PER ARBORIST 12 0 ~ ' — - X99 — EXISTING 1' CONTOUR LINE 0. • I CO`` ` 200 EXISTING 5' CONTOUR LINE LU I / 4 - \ _ fn iCe Liiii., #13 a / A " - 2¢6' -_._ / GEXISTING DECIDUOUS TREE TO REMAIN M C • g a O / • EXISTING CONIFER TREE TO REMAIN 111#14 JØ / . /G / n. o cv REPLACEMENT TREE �� / PROPOSED RED MAPLE N #15 g / ` <v REMOVE TREE STUMP a 1.50' r 4 Co‘' r �•/ r c�, i r /as • PROPOSED WEEPING ALASKA CEDAR TO F a; #16 `�� �s/�/ri�/r/rr REPLACE TREES THAT WILL BE REMOVED Fe 75 ,r/rsrirr„r�r t/� ;/rOr/prs Z w o <:<) _ ,00.....: C� a ,.:4:02.:;;;;700/1/ o°o°o° ;^ 000e� a /ate, a��.." G TREE TABLE X E TREE TO BE REMOVED ■ .a as Ezi ix REMOVE TREE pito / 40(41* ./ Ta Common Name DBH Cro�Fn Crown O n/ Condition Pres. Preserve. Comments RPZ REPLACEMENT TREE jer�, ''� g Radius Sq.Ft. Stand' Rating Rating W #1844L 2q♦ f L1 REMOVE TREE ilip I / a W c .... 4 Leyland cypress 10 12 452.16 0 2 2 yes 8 Z REPLACEMENT TREE 5 Leyland cypress 11 12 452.16 O 2 2 yes8 Lu / ispii‘li 6 Leyland cypress 11 12 452A6 0 2 2 yes 8 REPLACEMENT TREE il 1I`I�^ 7 Leyland cypress 10 12 452.16 0 2 2 yes 8 CEJ `�-� 8 Leyland cypress 11 12 45216 02 2 yes 8co i-- h° 9 Leyland cypress 9 12 452.16 0 2 2 yes 8 o _� #19 ,/ 4 \ 10 Leyland cypress 12 12 452.16 0 2 2 yes 8 0 :8 20 111111V4�' /� ' 11 Leyland cypress 11 12 452.16 0 2 2 yes •$ vREMOVE TREE a 12 Leyland cypress 9 12 452.16 0 2 2 yes 8 Z co rn o 13 Leyland cypress 9 12 452.16 2 2 yes 8 ® � > M•a) Io 15' WIDE 7 / I 14 Leyland cypress 12 12 452.16 0' 2 2 yes 8 j Q....-1P-,(0-66 LANDSCAPE ji I / , 15 Leyland cypress 8 0 0 0 0 0 no fell over and cut off 0 iSCREEN BUFFERi 16 Leyland cypress 10 12 452.16 Cl 2 2 yes 8 21-- °' W I x �ix 3to \, --_; f ,, 17 Leyland cypress 8 12 452.16 0 1 1 no tipping 0 3 #21 f." 18 Leyland cypress 11 12 452:16 0 1 1 no tipping 0 c m rt) Lu #22 I 19 plum 16 15 7063 0 2 2 yes 8 2 4, Ef ! / �' �\s 20 E.hawthorn 8 6 0 0 1 1 no nuisance list 0RI — ��� 21 Leyland cypress 8 12 452.ii O 2 2 yes $ Ni ° 22 Leyland cypress 10 12 452.16 O 2 2 yes $ o 11 f / 23 Leyland cypress 12 12 452.16 Q 2 2 yes $ R, !a 8393.22 EXISTING 6' TALL I a CMU FENCE 1. a 3 #23 I / I 3 d — / 111 `tl•` / I , li / I to / I SHEET fr I URBAN FORESTRY AND TREE PRESERVATION PLAN 20' 0 5' 10' 20' o L •si . 1 ,,, 11. r `'~--X L1.1 SCALE: 1 : 10 SCALE: 1" = 10' CITY OF TIGARD CASE FILE NO.SDR2016-00001 Ljti cc