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Greensward Park 4 GREENSWARD PARK No . 4 AS T 6 0 0 05/18/2016 LO 00 Y U co ul m A 15 LOT SUBDIVISION, TRTACCT "A" OF PLA 31785 NOTE Q M CO O 0 NE 114 SECTION 11, / . 2V, R. 1 W, W.M. FIELD AS-BUSURVEY AND FlILT DRA NOS NELINSPECTOR GAAAFORMATION IS TH D DON ATA.ALL a a J INFORMATION HEREON SHALL BE MED VERIFIED PRIOR TO USE CITYOF TIGARD, OREGON N DESIGN AND/OR CONSTRUCTION. Q d r Q N as - D z BENCHMARK INFORMATION SITE MAP VICINITY MAP ZINN, w 0 CO CO 0 CITY OF TIGARD SURVEY CONTROL BENCH MARK 1222. I I i — — L III I wO V LOT 49 ---- L--------- li I \ I oisz IJ ELEVATION=208.63' I I ————— I Z L------------- - ----- ------ . I I �------------111 DATUM= NGVD 29 I LL 1 0 1 LOT 50 1 1 mrsr x Z j r------------ Lu Lu I 0 Lu IMPERVIOUS AREA SUMMARY Z W -L - — J TOTAL LOT AREA(INCL. PERVIOUS) = 151,737 SF(3:48 AC) I I I 015 EXISTING PRIVATE PROPERTY = 0 SF(0 AC) I 1 I W EXISTING PUBLIC ROW = O SF(0 AC) I 9 1 11 1 I I 10 N Lu V7 TOTAL EXISTING = 0 SF(0 AC) I I I L- J (' L___-__-_J I I L J I 40' 0 20' 40' 80' 2 Z PROPOSED LOT AREA(2640 SF/LOT) = 39,600 SF(0.91 AC) I 1 SCALE: 1" = 40' DRAWING INDEX W Q PROPOSED PRIVATE PROPERTY = 0 SF(0 AC) I I I I I I SH. TITLE PROPOSED ONSITE PUBLIC ROW 69,493 SF(1.59 AC) -- 8 I 1 I i 11 PROPOSED OFFSITE PUBLIC ROW = 6,230 SF(0.14 AC) I 1 > I - III I 0t COVER SHEET,INDEX OF DRAWINGS&LEGEND O Q L_____-__- I I L___----_J I 1 1 02 CONSTRUCTION NOTES TOTAL PROPOSED = 115,323 SF(2.64 AC) - -- - I 13 1 14 03 TYPICAL STREET SECTIONS V II I I 1 I I I I I III I 04 EXISTING CONDITIONS AND DEMOLITION PLAN 7 I I I I 12 I I 1 05 TREE PRESERVATION&REMOVAL PLAN ENGINEER'S NOTE TO CONTRACTOR - I I I I I L____J 1 L_____J _---- 06 TREE PRESERVATION&REMOVAL TABLE z 07TMITIGATION PLAN a /) REE e THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS - �� 08 PROPOSED PLAT TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES - - - - - 09 COMPOSITE UTILITY PLAN WN THOSE SHOON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE - 10 GRADING PLAN L0 F DRAWINGS.THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 11 WATER QUALITY&STORM LINE SD-01 PLAN&PROFILE N RESPONSIBILITY FOR THE UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN OR SWIIVEZSTRET s m h NOT SHOWN ON THESE DRAWINGS. - 72 WATER QUALITY FACILITY RETAINING WALL DETAILS& LLJ NOTES < o THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE - - -. .- -. _._._.__�_._.__ _ ._.-... _._._. \ 13 WATER QUALITY SWALE PLANTING PLAN u RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF W CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND -- --- - I r------ I r------ I r------ I r------I I r------it r, 14 VEGETATED CORRIDOR MITIGATION PLAN&NOTES o PROPERTY;THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO III I I I I 11 ¢' _ NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY - I 15 VEGETATED CORRIDOR MITIGATION NOTES AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL I I I I I - I I 11 o LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORKIII III III III III �" ^� ON THIS PROJECT,EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE I 6 III 5 III 4 III 3 III Z III 1 11 I TR A I 16 STORM UNE SD-00 PLAN&PROFILE o o OF THE OVMER OR THE ENGINEER. I I I I I I I I I 17 P89TH AVE ROFILE &90TH AVE AND STORM LINE SD-04 PLAN& CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT I I I I I I ISI ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SW INEZ STREET AND STROM LINE SD-02&SD-03 PLAN I I I I I L--_- -J I L--_-__J I L-.-----J I L-----_J I L------J I L-----_JI I 18 &PROFILE � W 19 CURB RETURN DETAILS 2 \ I I 20 SANITARY LINE SS-A&SS-C&WATER LINE PLAN& o W PROFILE a rou+E. NOTICE TO EXCAVATORS / 1 \ I 21 SANITARY LINE SS-B&WATER LINE PLAN&PROFILE ATTENTION:OREGON LAW REQUIRES YOU TO FOLLOW RULESCD7 LOT JI _ \\ - [0r a0 1 ��za 22 SIGNAGE&STRIPING&STREET TREES PLAN ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER / \ 1 Lor29 THOSE RULES ARE SET FORTH IN OAR 952-DOI-ODIO - ,/ + 23 SIGNAGE DETAILS ( zN E THROUGH OAR 952-001-0090 YOU MAY OBTAIN COPIES OF 24 STREET LIGHTING PLAN(ELI) THE RULES BY CALLING THE CENTER 25 PRELIMINARY PRIVATE DRIVEWAY LOCATIONS m m (NOTE:THE TELEPHONE NUMBER FOR THE OREGON UTILITY 26 STREET CONSTRUCTION DETAILS NOTIFICATION CENTER IS(503)-232-1987). 27 STREET CONSTRUCTION&WATER QULAITY SWALE DETAILS �" o POTENTIAL UNDERGROUND FACILITY OWNERS SITE DATA THIS DESIGN COMPLIES WITH ORS PROJECT CONTACTS 28 STORMWATER&SANITARY CONSTRUCTION DETAILS 92.044(7)IN THAT NO UTILITY 29 STORMWATER&SANITARY CONSTRUCTION DETAILS �I Dig,Safely. AREA: 3.48 Ac. INFRASTRUCTURE IS DESIGNED TO OWNER: LAND USE. CIVIL ENGINEER GEOTECHNICAL ENGINEER: 30 WATER CONSTRUCTION DETAILS Call the Oregon One411 Center ZONING: R-4.5 SURVEYiMONUMENT LOCATIONIN ONE(1)FOOT OF DDCA, LLC AND SURVEYOR: GEOPACIFIC ENGINEERING, INC. \S` pP�Rp DIAL 811 or 1-800-332-2344 PO BOX 1577 EMERIO DESIGN, LLC 14835 SW 72ND AVE 1200-CN SUBMITTAL a SHOWN ON A SUBDIVISION OR ° h BEAVERTON,OR 97075 SUITE 180 PORTLAND,OR 97224 TAX MAP: 2S1 11AA PARTITION PLAT.NO DESIGN SH. TITLE EMERGENCY TELEPHONE NUMBERS CONTACT: ALAN DEHARPPORT 8285 SW NIMBUS AVE CONTACT: JIM IMBRIE EXCEPTIONS NOT FINAL FIELD a NW NATURAL GAS ECI COVER SHEET c2 M-F lam-bpm 503-226-4211 Ext43i3 TAX LOTS: 7500 LOCATION CHANGES SHALL BE (503)709-2277(P) BEAVERTON,OR 97008 (503)625-4455(P) AFTER HOURS 503-226-4211 PERMITTED IF THAT CHANGE WOULD ENGINEER CONTACT: ERIC EVANS (503)625-4405(F) Ecz DEMOLITION AND EROSION&SEDIMENT CONTROL PLAN cOA10E N0. OF LOTS: 15 CAUSE ANY UTILITY SURVEYOR CONTACT: KING PHELPS POE 503-464-7777 NO. GRADING AND EROSION CONTROL PLAN INFRASTRUCTURE TO BE PLACED (503)746-8812(P) SHEET CENTURY LINK 1-801-491-0118 WITHIN THE PROHIBITED AREA. (503)639-9592(F) EC4 EROSION&SEDIMENT CONTROL DETAILS 0 1 FRONTIER 1-800-921-8101 EC5 EROSION&SEDIMENT CONTROL DETAILS $ CLEAN WATER SERVICES 503-681-3600 OF CITY OF TIGARD PUBLIC WORKS 503-718-2591 - 30 a CITY OF TIGARD CASE FILE SUB 2014-00010 z C G C 0 GENERAL CONDITIONS GENERAL CONDITIONS(CONT.) STREET&STORM DRAIN 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 D-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 Q O O 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 D-3034. N RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL Z 2. THE CITYS HIGHWAYS",STANDAR DEPDT.PECIFICATION FOR TRAFFIC WA,CURRENT EDITI ,CONTROL IS ANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ASSIGNMENT CHANCES, 2 ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III,SECTION 301.1.01,AND SHALL BE UNCLASSIFIED. Y U ti yj j 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 VEIN A MAXIMUM SIZE OF 3/4"-0",UNIFORMLY GRADED FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. J r (n rn 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITYS STANDARD SPECIFICATIONS AND, EMERGENCY TELEPHONE NUMBER OF A DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, Q J M N O o ALSO,IN ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CHAP.437,DIV.3 CONSTRUCTION,SUB-DMSION 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 Q. 2 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 THE TOP OF THE 2"x4"TO THE INVERT WRITTEN THEREON. Q J ~� < cl U � V_' 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC AT ANY TIME,WITHOUT HAVING FIRST TAI RIGHT-OF-ENTRY F CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFICCFFL WPDIS2UPTIONS TO STARTING WORK. PROOF ICF RIGHT-OF-ENTRY ERMITOUHPO�ERLY EXECUTED EASEMENTS,SHALL BE PROVIDE)TO THE CITY. THE CITY S COMPACTION SHALL BE PER APPA DIVISION III,SECTION 301.3.07.CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. CLI Q (L Q N 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 DRENCH MATERIAL CONFOHMINC TO"CLASS A"PER CITY STANDARDS&SPECIFICATIONS COMPACT TO 959.AASHTO T99.TRENCH Q U 2 AND OTHER SERVICE PROVIDERS. RIGHT-OF-ENTRY OR EASEMENTS. BACKFILL IN STREET AREAS STALL BE MADE WITH 3/4"-0"CRUSHED ROCK,COMPACTED TO 95X.(T-99).COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. � � Q U 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 ' LLQ 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 O (n LL WORK. DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. SUBGRADE SHALL BE THOROUGHLY COMPACTED G 95%AASHTO T99. LZ LL Q LL 6. ACCESS TO EXISTING PROPERTIES SHALL DE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER DUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK,AND STALL W ~ O >_ AND IF NOT,SHALL BE CAUSE FOR WORT(STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. w v 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) & 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 INSPECTION OF C9 r U EFFECTIVELY MAINTAINED. MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE(3) THE WORK.FAILURE N DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER IST OF EACH YEAR DURING Lu 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M.TO 7:00 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 G MEET THE CRITERIA SET FORTH IN THE LATEST COOT SPECIFICATION 00745,AS MODIFIED BY WASHINGTON COUNTY.SUBMITTAL OF THE DESIGN SHALL FOLLOW THE Z DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. WORKS, CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR G CITY FINAL ACCEPTANCE REQUIREMENTS OF THE LATEST COPY OF THE COOT CONTRACTOR HMAC DESIGN GUIDELINES. OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE 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 LEANED,MANDRELED IF PVC,AND VIDEO TAPED FOR ACCEPTANCE,PER R&D 04-09. BY THE 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 THE CITY ENGINEER. - - 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY MTH APWA 204.3.09.THE MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL DE DETERMINED BY AASHTO T99 OR v' 10. MINIMUM TRAVEL HANE WIDTH SHALL BE TWINE(12)FEET;PEDESTRIAN TRAVEL STALL ALSO DE PROVIDED FOR. N80. W 11. TIME 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 O CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 12 BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT 1. ALL ROAD WORK TO COMPLY W/CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS WATER SYSTEM Z INSPECTOR,(503/639-4171)TO ESTABLISH A PLACE,TIME,AND DATE FOR A RECONSTRUCTION MEETING. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES ONLY.THE 1 THE CONTRACTOR SHALL MAINTAIN ONE SET OF CITY OF TIGARD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES Z CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL COORDINATE WITH THE 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TVINTY-FOUR(24)HOURS PRIOR SURVEYOR THE LOCATION,ADJUSTMENT ON 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: O 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 PIAN G 3. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA(AMERICAN WATER WORKS ASSOCIATION THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION )STANDARDS 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 7PW,WATER DIVISION. 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 CITYS 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 5. ALL PIPE AND FITTINGS STALL BE DUCTILE IRON,CEMENT-UNFIT,OF NEW MANUFACTURE AND MAGE IN THE USA.PIPE SHALL BE"MON"JOINT DUCTILE IRON,CLASS 52 ALL FITTINGS SHALL BE MJ A/ 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. LL PERFORMANCE (MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. S. ALL MATERIAL SUPPLIER(S)SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED 6. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36".BACKFILL SHALL BE 3/4"-O"GRAVEL `/, APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE FROM THE SITE AT NO ADDITIONAL COST TO THE OMJEER. 7, ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE,OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA Z 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO P - 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLICg,C ROADWAY IS THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES REQUIRED FOR THE POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE,CROSS,AND BEND LOCATIONS(SF DETAILS FOR MINIMUM BEARING AREAS). O 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 STALL CONSIST OF A MJ K 2"APT TEE AND 2"IPI X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. - U 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES,STUMPS,BRUSH,ROOTS,TOPSOIL AND OTHER MATERIAL IN THE ROADWAY AND 10. ERRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6"FLANGE TEE,6"FLANGE X MJ GATE VALVE,6'MJ X MJ HOLDING SPOOL,AND A MUELLER CENTURION FIRE HYDRANT,A-423,6"MJ,5-1/4"MOV,3 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 PORT(2-2 1 2 NST HOSE CONNECTION,1 J 1/2"NST PUMPER),1 1/2"PENTAGON OPERATING NUT,OPENING LEFT,COLOR:AND A M APPROVED EQUAL IRE HYDRANT, NT,A-4790,CLOW MEDALLION WATER SERVICES AND DEQ REQUIREMENTS THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO MEET LOCAL REGULATIONS /" ACCOMPLISH EFFECTIVE EROSION CONTROL B. CONSTRUCTION VEHICLES AND EMPLOYEE PARKING TO BE ON SITE.NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 11. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED 2"-3/4'DRAIN ROCK.TARPAPER WILL BE LAID OF TOP OF THE DRAIN ROC( 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX:SHRUBS,FLOWERS,BARKDUST, TO SEPARATE THE ROC(FROM EARTH COVER. EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED OR REPLACED,WITH LIKE KIND AND MATERIAL. 12 ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALYY OR 3 FEET VERTICALLY OF A WATER MAIN SHELL BE ENCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 19'ON BOTH SIDES OF THE CROSSING WHERE CROSSINGS ARE NECESSARY,THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES.WITH AT LEAST 18"OF SEPARATION BELOW THE WATER LINE. 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED DEMOLITION NOTES o THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY 13. 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 z o AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FON 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. o 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING DEMEITIOU WORK. a 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET 14. UPON SATISFACTORY COMPLETION OF TESTING,THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION.FLUSHING N 2. REMOVAL OF EXISTING INTERIOR FENCES,SER RE LINES(AERIAL&UNDERGROUND PEES,MISCELLANEOUS ITEMS NOT SHOWN AMD THE VELOCITIES SHALL BE AT LEAST 25 FEET PER SECOND.DISINFECTION SHALL SE IN ACCORDANCE WITH AWWA STANDARD 0651-92,THE STATE HEALTH AND CITY REQUIREMENTS.THE CONTINUOUS FEED to FORTH IN OAR 952-001-0010 THROUGH OAR QUESTION COPIES LE SAID RULES MAY BE OBTAINED FROM TIME CENTER BY C) CALLING 503-246-1967. IF YOU HAVE ANY DUESTIOV ABDUT THE RULES,CONTACT TIME CENTER. NOTE: DAMAGE TO UTILITIES CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID M. METHOD OF DISINFECTION SHALL BE USED.DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MGA(MILLIGRAMS PER LITER).THE p a J SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSEDISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCUIM/SODIUM HYPGCHLORITE AND WATER SOLUTION INTO THE PIPET-INE AT A MEASURED RATE WHILE FRESH(POTABLE)WATER IS (n m 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING UTILITIES OR PROPER ALLOWED TO FLOW THRU THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION OS OF THE SPECIFIED STRENGTH.TREATED(CHLORINATED)WATER SHALL SE RETAINED IN THE PIPELINE LONG ENOUGH 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF DISPOSAL AND/OR FILLING ACCORDING G DEQ/WASH.CO.SANITARIAN,IF THEY ARE TO REMAIN(SEPTIC TANKS,LINES,ECT).IT SHALL W < TO DESTROY ALL NCNS'ORE-FORMING BACTERIA TYPICAL RETENTION PERIOD IS 24 HOURS AT THE END OF THE 24 HOUR PERIOD,TIME PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF OREGON WATER MASTER 503-681-7018 TO APPROVE 10 MG WORK(POTHOLE BEFORE DIGGING If NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE /L AFTER SATISFACTORY CHLORINATION,FLUSH THE WRIER FROM TIME UNE UNTIL THE WRIER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF THE FILLING OF ANY SEPTIC TANKS&REMOVAL OF ANY DUSTING WATER WELL SOURCE OF SUPPLY. N WORK PERFORMANCE CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. DISPOSE OF THE DISINFECTED WATER IN AN APPROVED MANNER.DO NOT ALLOW DISINFECTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF °' 22 A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C.OR HOT MIX BASE PAVING)SHALL BE PLACED CN TRENCHES WITHIN ROADWAYS REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEC.AFTER DISPOSAL AND FLUSHING OF TUE DISINFECTION SOLUTION,THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD PRIOR `� o AT THE END OF EACH DAYS WORK. NO TRENCH,ON SITE OR OFF-SITE,SHALL BE LET AT ANY TIME IN AN UN-SAFE CONDITION. G BACTERIOLOGICAL TESTING.BACTERIOLOGICAL TESTS WILL BE TAKEN BY DPW. a N N THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF T14E SANITARY SEWER SYSTEM o�, WORK. - 15. 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 o h (CWS)OF WASHINGTON 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 DS, d o 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADITCHES,ETC.)AS MAY BE 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES( METER FOR COMMERCIAL,MULTI-FAMILY,INDUSTRIAL,AND INSTITUTIONAL SERVICE,REGARDLESS OF SIZE,SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM ; AND CITY OF TIGARD ENGINEERING STANDARDS AND, 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 NECESSARY,IN THE CITY INSPECTOR'S OPINION,TO OVERCOME DETERIORATION OR DAMEWITCH OCCURRED IN CONJUNCTION WITH COUNTY(AGENCY)R&D 07-20 STANDARDS AND SPECIFICATIONSO THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. SPECIFICATIONS - DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER,WITH THE RESULTS FORWARDED TO THE CITY OF TIGARD WATER DIVISION,BEFORE WATER SERVICES CAN BEGIN. 24. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, NG ANY REVISION MADE TO THE PREVIOUSLY APPROVED 16. PROVIDE AN ECLIPSE NO.88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY,ST.LOUIS,MO 63102 THE SAMPLING STATION SHALL BE 2-0BURY,WITH A 3 " 2. MAIN LINE PIPE SHALL BE 8"PVC AND SERVICE LATERALS SHALL BE 4"PVC CONFORMING TO ASTM D-3034.SANITARY SEWER PIPE ' " 4 FIPT FEMALE IRON PIPE CONSTRUCTION PLANS AND,ALSO,ANY IMPRO4EMENT WHICH MAY IMPPACTACT AAN EXISTING PUBLIC SYSTEM CO FACILITY,SHALL BE SHALL BE GREEN IN COLOR. THREAD)INLET,ANDA 3/4"UNTHREADED HOSE NOZZLE,ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE,NON-REMOVABLE,ALUMINUM-CAST HOUSING.WHEN OPENED,THE SAMPLING PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE 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 ? 3. (FORM ATTACHED). - SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FREE THE MAIN AND 10 FEET INTO THE LOT AND SHALL HAVE MAGNETIC DIGGING.A COPPER VENT TUBE(STANDARD)WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING,AND G MINIMIZE BACTERIA GROWTH.THE EXTERIOR om TAPE INSTALLED OVER THE PIPE AS PER CWS DWG 520(SEE SHEET 32).THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PIPING WILL BE BRASS,AND A 1/4"BALL VALVE SHALL BE PROVIDED IN PLACE OF THE i/4"PET COCK ON THE VENT PIPE p 25. A SEWER SYSTEM AIR-TEST AND(VAS.)T.V.TEST REPORT AND ONE SET OF BLUELINE"AS-BUILV(OF EITHER OR BOTH THE STORM PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO FEET ABOVE THE GROUND SURFACE,WITH THE DEPTH FROM THE AND SANITARY SEWER SYSTEMS)SHALL BE REWIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY TOP OF THE 27x4"TO THE INVERT WRITTEN THEREON. N a m n BUILDINGS TO THE SEWER SYSTEM. 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2%WITH A MAXIMUM GRADE OF 100%(45). OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED a.� 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS,ON A WEEKLY BASIS,TO THE CITYS AS-BUIL T <�n m U INSPECTOR.(SEE DEVELOPER-ENGINEER AGREEMENT NOTE$5.) 5. ALL MAIN SEWERS SHALL BE BALLED,FLUSHED,THOROUGHLY CLEANED MANDREIFD AND AIR-TESTED AFTER THE BACKFILL IS PLACED M M . ° o' AND COMPACTED.A DVD VIDEO,REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CWS.MANHOLES SHALL BY HYDRO-STATIC �.9.m _ 27. THE CITYS 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. 0511812016 �vv PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH o TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-C"CRUSHED ROCK,COMPACTED TO 95%(T-99).COMPACTION 3 RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. NOTE m 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OMER SATISFACTION. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING THE AS-BUILT LATERAL LOCATIONS. 1 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 29. EXISTING MONUMENTS,PROPERTY CORNERS AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT B. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL HOLDERS EXPENSE. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE p 9. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. IN DESIGN AND/OR CONSTRUCTION. 1 30, THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR MEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN o PLACED. p PROFF TREE REMOVAL �5S cwy cv �% 3 4885 NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE,ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE REMOVAL CHAPTER(IHLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL)SHALL BE SUBJECT TO A CIVIL PENATLY OF UP TO 1500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. 3 SUCH REMEDIATION SHALL INCLUDE,BUT NOT BE LIMITED TO,THE FOLLOWING A REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION /C�ANIE�-F� S 18.790.060(D)OF THE TIGARD DEVELOPMENT CODE;AND ' a B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY N REMOVED OR DAMAGED TREE,AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF SHEET 77 ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL O1w g ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE N0.SUB2011-0001,AND ANY TREES THAT ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING OF 1 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 CM AUTHORIZATION WILL CONSTITUTE A VIOLATION. w O s i CITY OF TIGARD CASE FILE SUB 2014-00010 O C 9 Nt Z Z O s Z Lo Y U 0o W m J ti W m r co n WET WEATHER SECTION: TOP OF CURB= Q J 4) C-4 O p ADD 6"OF 1-1/2"-0'BASE CENTERUNE ELEVATIIXI a Q Q ' Q Q PUE PL 1895% ROCK( T-180) Q a r Q WITH(95% - FABRIC CL PL PUE CL PL PUE U _J C7 r 0 B'PUE 50'ROW 8'PUE 25'HALF R.O.W. 8'PUE Q __ Z 0.5 14' 14' 0.5' 0.5' 5' S - (NO PUE ON TRACT A) �j Q W �- 5' 5' S' S' 0.5' SIDEWALK PLANTER PLANTER SIDEWALK EXISRNG 4 10 PAVEMENT PLANTER SIDEWALK 0'5 Z 0 ce O GROUND Afq LLI U. W O } .............. -3.36% -3.36% gi LLI 1.5'GRADING EXTENTS 25 ULTRA Z AND WORK AREA BLOCK WALL CURB AND GUTTER 3-1/2°LEVEL 2,1/2"DENSE HMAC(TWO LIFTS) CONCRETE SIDEWALK PER CITY OF -COMPACTED TO 92%OF MAMD PER CITY OF TIGARD TIGARD DETAIL 126 2"OF 3/4"-0 LEVELING COURSE DETAIL 120 -COMPACTED TO 100%OF T-99 SFE SHEET 10 FOR EXTENT 8"OF 1-1/2"BASE ROCK OF ULTRA BLOCK WALL -COMPACTED TO 100%OF T-99 F W SW INEZ STREET- TYPICAL SECTION(STA 10+00.00 THRU 13+87.35) SW INEZ STREET-TYPICAL SECTION(STA 13+87.351 L N SCALE: 1"=5' SCALE: 1"=5' Z co _O J AS-BUIL T Lu WET WEATHER SECTION: TOP OF CURB= 0511812016 ADD 6°OF 1-1/2'-D"BASE CENTERLINE ELEVATION-.07' >L ROCK(95%T-180) CL PL r WITH GEOTEXTILE FABRIC NOTE 8'PUE 44'ROW 8'PUE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 0.5' 0.5' FIELD SURVEY.AND FIELD INSPECTOR GATHERED DATA.ALL 0.5 SIDEWALK i6 F SHALL BE 16 SIDEWALK O.5 INDESIONAND/OR�CONSTRUCTION.�VERIFIED PRIOR TO USE -3.36% -3_36% � a 0 o� Y F O ' CURB AND GUTTER CONCRETE SIDEWALK PER CITY OF 3-1/2'LEVEL 2,1/2"DENSE HMAC(TWO LIFTS) PER CITY OF TIGARD TIGARD DETAIL 126 -COMPACTED TO 92%OF MAMD c_ DETAIL 120 2"OF 3/4"-0 LEVELING COURSE N -COMPACTED TO 100%OF T-99 S N 8"OF 1-1/2"BASE ROCK � < N -COMPACTED TO 100%OF T-99 b; I SW 90TH AVE- TYPICAL SECTION SCALE: 1"=5' o " z o � W, 0 ve`1 $ w WET WEATHER SECTION. ADD 6°OF 1-1/2"-0°BASE TOP OF CURB= w r g ROCK(95%T-180) CENTERLINE ELEVATION mj omm.W WITH GEOTEXTIU FABRIC M° o PL CL L owE 25'HALF R.O.W. 25 HALF R.O.W. .. MATCH IXTG CURB LINE s 2.7' 6'SIDEWALK 0.5' 12'PAVEMENT 3.8' FEMSTING AVEMENT 5.5' PLANTER SIDEWALK 2.91% INSTALL 3'ASPHALT P CURB \S.` 3-1/2'-LCOMPACTE/ D TO 92%OF MAVEL 2,1/2-DENSE HMAC MD 0 ) FUTURE IMPROVEMENTS °sas 0 2°OF 3/4°-0 LEVEUNGCOURSE o, -COMPACTED TO 100%OF T-99 8'OF 1-1/2'BASE ROCK -COMPACTED TO 100%OF T-99 C�ANIV. o SW 89TH AVE- TYPICAL SECTION SCALE: 1"=5' SHEET m E 03 s O 30 4 CITY OF TIGARD CASE FILE SUB 2014-00010 C O G AS-BUIL L Z Z / 05/18/2016 z° �, N ..�■.. TLD- r NOTE � � � � � • M N o .. • AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, F------------------ *--�- i. --- -----------� I I I : FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL a-INORMATION 12 i I f 1SHALL BE FI I INFDESIGN AND/OROCO STRUCTON.�VERIFIED PRIOR TO USE Q U a r 010-/ / / I I \ 230, _ , I I • I Q Luz 130.00` S895/Y5'W - / oras _ -------L------------- 0 _ LU LL LOT 5z (nLL 1i �l ////i/ I \\\ I o \%t \ 232 I • LZ LL O Lu ------ --- I --- z -� ■ , I F- /, N c� -------- v - ----- ----------- o / I F- ------------- a / w �: Ln" I ■i �I _ �.J 1 \ f =_ 30 0 15' 30' 60' On I ILOT11 SWPItVEBRooKCT I Z I I LOT 50 I a y r SCALE: 1 =30 N Z ' / •• � / Z 'tib i y' I a DEMOLITION NOTES., F- 26904' Z ..:.: 16904' S89'4OWN / - _ a ---------------1 1 1 a I ,2�' l y� ■ ��!■�eia® ■s■L '■�!■■ REMOVE EXISTING STREET BARRICADE. 0 Z REMOVE EXISTING WATER BLOW OFF VALVE.SEE SHEETS 20& O J 21 FOR DETAILS. \�\\ \ I\ \ /// • (( / :�` :*::I O REMOVE AND REPLACE STORM LINE SEE SHEET 16 AND EC2 - FOR DETAILS. V LOT 6 \\\ \\ /I �// //' / I O4 REMOVE EXISTING PIPE OUTLET.SEE SHEET 16 FOR DETAILS. Q a tih LIMITS OF CONSTRUCTION \ v v \ \ TREE PROTECTION FENCE !:: I LOT 5 X/ LIMITS OF CONSTRUCTION i -�/' { -:� '•�i - - z i SD sn / a w e r... I V) o 252'/ / XI / I / I A ss— o / • // // /1 I I l... CWS 21216 t■ ii.'.c> v) m ' 1 SWPIIVEBROOK DR UJ a J sR f� swiv r". SWIIVEZSTREET �Q / / I r / / _ / a 2 I / / / / T/.69' SB939'26'W l . .� .wv A CWS 184684 ■ ■: c o a I I QI o I I 2 r J I / ,/ // // � i / / / ,-, �, ■.1r oD i a�/ARK��' 3 III I LOT s ■ _- / � i/ i/ / // / // CWS 183228 ■a CWS 183117 / °J / / / 1 LIMITS OF CONSTRUCTION \ �"oN� a. •;ITU \ \ m z ao a i III iIIII III rI rIIIII rIIII 24�-b 1-fi1 r a /� i\/./\.\■/ti■ ////\v�/ III- - \-\r�Fl�e—®®\r\■.r\�\ _�/.i-®--\\/-V■r �/■/r/ g0"00"E rIII I/■'/// /�/,// /l y,-•4" IIII l b b // �� /II( ■■'// }hi / WW/ CWS 21216 rl:'r ws t62 �-c /\�• t\o �/��♦\/:`/a/ - g'a;m fQ rwom� �.� 'ESWPIVEBR X TREE PROTECTION FENCE *00 474.01' N90PR 65 LOT 2a LOT 31 Lar 3oLars Lorze EXISTING VEGETATED CORRIDOR 50.0'VEGETATED BOUNDARY CORRIDOR N1Q,OOKDR C Wa P On l /' ---� �4 SHEET N ALL EROSION CONTROL IDENTIFIED ON SHEET YYY _.� - - ExlsnNc J - cws 165710 04 EC2 OF THE 1200-CN SHALL BE INSTALLED WETLANDOF BOUNDARY PRIOR TO ANY DEMOLITION WORK. 30 a CITY OF TIGARD CASE FILE SUB 2014-00010 O 14 A S—BUIL L � Z Z � o 05/18/2016 Z in Yvti � W ca NOTE Q —1 <j N o AS–BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, d "Q i-: 0 C FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL Q F------------------ ----* -------------------I I 1-- INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR To USE D V 0 r; N IN DESIGN AND/OR CONSTRUCTION. 0 N I fRfrtNS p N0.2 I I Q V 2 i I a W H LLLOT 49 ,/�.p -------------- Z LL ••yL v+ O LOT 52 P' 06018 `Ij� oBOJ4 8026 �` 6011 602060�6'�1�4 t)61 Lu LL LL \ 1 F4 6 �6ft90,�j1p 60]5�, 6025 6014 a8023 I W O __ I 0 r V I N lJ ae16 ui ----------- 3 1 ------ ———— -- 66 _ I 6089 z r------- -- % awt I pslo0 p �( Ica p` 0,LOT ^ 6099 6W 2 0�5i0 - _ I 30' 15' 30' 60' Z 'LOT 7 I I I LOT 51 ■ A BO3e 'S O i LOT 50 I I 19eN s s I SCALE: 1"= 30 Q Z ■ �, "A I LEGEND Q a --------------- 1 I x L __ /��// ■ 5955 s■®■■■�■■ ■ s■ ®■■� 6 /��'.tTld��T ' M saes 58s V S95a ,v'Je('/•��1_', San xemn e�BS `' —— BOUNDARY LINE W Q` 5987 ^ "�tll"✓ 5m3 �� 5e46 � 1x°16 / ,�,9]3 ■ qr s9 59n 5847 5939 n 9r ——————— ADJACENT/ADJOINING LOT LINE w O 5960 x5956 /r5951 5945 39]1 li C a 5981 s958 R '/jj„Fp'\\\\ .MJ5 5978 �C ♦--�.— — —�--- TREE PROTECTION FENCE G Lor s y ,Iuj 5 -� MAI 5985970 �\Y u I/ a W 49 6847 0' 'nNp\aeea \�I ` ■ O EXISTING CEDAR TREE /W/ 5937 5946 ■ L� 5840 -——————————————— 5936 ,Ay(� � — ' Ji 5609 / �' 1'�"" ■ 3s Mm seao 9// leaf / ■ O EXISTING FIR TREE 5934 6943 i O • .� 5941 ■ 593a � Y Lor s 5au } 5800 EXISTING TREE TAGS � NJO -2 • �aB 5652/ seas f'\(0 /_// 5ai2 ■ EXISTING MAPLE TREE o '\I 5HB4 fW33 M. 4 5928 5869 pv¢ JQSBE] ■ O O 5928 59]0 5885.n� ] 5854 N N N / M b_ W73,] o EXISTING DECIDUOUS TREE a 6 sen r \ h F 5927 ee�`5971 \4 5675 58; x5859 \ - 5821 ry p\ '5878,7�(58lell,, \ N• 5820 `•tBl] { \� /' 5677 n /,/. 5922 581 5 5018 ■ `/ j] S+RsINEZSTPEET V�Ii<— _se 3� 58f9\r saa ■ J� EXISTING TREE TO BE REMOVED o o a 591 SB10 /MM�11"` SBf4 , ` A \ 595914 %/ x \\ x x //ull 11\ 5913 `.1812 _ O 9n I'\ x5959 y\��I/ sato ■ /� `le PROPOSED ROOT PROTECTION ZONE(RPZ)PER 5, --w 5810. 5918 5921 �{MIR� �seff ( ARBORIST MIS N- 5882 VVA ; Z ■ 5912 I I Ix5923 3884 5981 5807 8 x I I 1 ■ see° E e 590 58071 \5,689, 5890 Se� 5902 ¢rc r m m I I �(sela `l;C I M92_ seae � I ■ se93\\ sear )(seza o w v �J..s R, IS9255901 sem 1 I 2 5903 5887 5m I I I • 5907 s9oo ' sesee.//I�c�� ® ®M• •• ��>� III ■ Tp{ sal° �I ( I L �^T ,�i �e ■■��■■■e■s•■ ■Bev■e ■■� osva ■■e■e�■■ PR I // \ I I I■ E„91 650 a / I \ LOT ie ■ :.'�'; :::._:;..>:.: LOT 46 LOT 31 \\ Lor 30 i (OT 29 ■." i L /CD 11 z�'�Q�S'' y U- 12/31/=7 E1-12 t 7 1p� SHEET 77 05 0 OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 1" G C 0 C o T Common Name (TBH Crown ECC Condition Pres reserve Comments RPZ Lot T Common f�rtte DBH Crown ECC Condition Pres Preserve.Comrrrents RPZ Lot T Common Name OBN Crown ECC Condition Pres. Preserve.Comments tiP2 Lot C to Radius Sq.Ft.Rating Rating Radius Sq. Rating Rating -.. Radius Rating ting n . ". - _ 5890 bougiasfir 31 0 1257 2 2 ...viable 6x40 Douglas fir 17 12 452 2 2 viable � Z z0 2 bird the 10 12 0 1 1 viable;.added 5891 western red cedar 20 15 1 0 basal decay;trunk.decay 6041 western red cedar 32 16 804 2 2 hedgerow,topped;res uted to 0 _ 3 big leaf maple 47 42 0 0 0 basal decay;trunk decay,stem decay;broken to 5892 western red cedar 29 15 707 2 2 viable 6042 western red cedar 7 8 D 1 1 hedgerow,.topped;-sproutedto ;stem dec Z 4 Douglas Or 6 10 314 2 2 added 5893 Do s fir 28 20 1257 2 2 viable 6043 western red cedar 12 10 14 2 2 hedgerow,topped;res vied lips;786043, 44,6045 are one tree 5 western red ceder 28 14 016 2 2 added 5894 vrestem red cedar 31 15 F 2 2 viable 6044 vrestem red cedar 22 10 314 2 2 hed erow;tapped;res uted to Y (,) W 00 W m 1814 Douglas fir 29 25 1963 2 2 5895 western red cedar 3-18-1016 2 2 viable 6045 western red cedar 13 10 314 2 2 hed erow,topped;resprouted to 2801 western red cedar 25 14 616 2 2 viable 5895 western red.cedar 33 15 7717 2 2 multiple stems at 10 6046 western red cedar 28 12 452 2 2 erow;topped;rev uteri tops Q J M N O o 5057 western red cedar 28 16 0 1 broken top,trunk decay;multiple resprouted i 5897 bigleaf maple 21 30 1 0 aldecay;trunk decay 6047 big leaf maple 10 314 2 2 viable .. 5068 Oregon ash 31 18 0 0 O labroken top,Mmk deo ;stem dna 5900 bi leaf maple 30 38 0 0 0 basal decay:severe trunk decay;#wlfow -4 m�touglas8r =` ".1 °'1' 452 - ''_--ries • Mable—'-, '- w"" d'15 d 5142 western red cedar 26 20 1257 2 2 viable 2 2 yes .-_ _,;-, - _ _ ;•`ter 975 Douglas fit 15 8 201 2, 2 yes '+dabte 12 15 Q V J 5143 western red cedar 23 12 452 2 2 viable 5902 bird cherry 7 8 201 2 2 viable;ay 76 Douglas fit 15 6 113 21 2tyes viable 12 15 0 a Q N 5144 western red cedar 14 8 0 1 0 trunk decay 5903 bird cherry 5 8 201 2 2 viable;ivy 77 Douglas lir 18 10 314 2 2yes viable clematis 14 15 �n w 5145 western red cedar 20 16 804 2 2 leans over creek 5904 Do u s fir 21 18 1018 2 2 viable 78 Douglas fit 13 6 113 2; 2 yes viable 10 15 Q 0 Z 5146 western red cedar 12 14 616 2 2 suppressed 5905 Douglas fir 21 1 1018 2 2 suppressed (979 Eougias fir 13 8 .201 2f 2 yes viable 10:15 Q L) 5147 western red cedar 27 12 452 2 2 codommate,5747 and 5148 are one tree 5906 Douglas Or 30 20 1257 2 2 viable;2115 on map 5906and5907,2tags on tree 5906and5887 6080 Douglas fit M16 12 452 2 '2yes viable 12 15 N LU 5148 western red cedar 20 2 452 2 catlominate,5147 and-5148 are one nee 5907 Douglas Or 35 28 246.4 2 2 dead branches;ivy 6981 Douglas fir 18 10 314 2 2yes Hanle 12 15 0 (n 11- 5149 western red cedar 20 14 616 2 2 viable 5908 Douglas 44 28 2 2 2 dead brancnes;ivy 6082 Douglas fir 19 12 452 2 2 dable Z U_ 0 5158 western red cedar 31 72 452 2 2 viable 5909 W las fir 28 22 1521 2 2 wabie 6083 Deugias fir 17 72 .452 2 .2yes viable12 15 W 5159 Or on ash 6 12 452 2 2 viable 5910 western red cedar 29 '12 452 2 2 viable 6084: Douglas tr 24- 16 804 - 2� 2 yes viable - 18 15 W ~ 0 5171 white ash 9 16 804 2 2 viable 5911 western red caper 3 20' 0 0 basal decay;la a ca!iity;burned cut 6085 Douglas fir 20 15 707 2 2 Mable o tag:off property 5181 western red cedar 30 12 0 0 0 basal decay;severe Imnk deca 5912 western red cedar 23 15 0 0 basal deca;ho9avr 6086 Douglas fir 15 8 201 2 2 yes Mable 12 15 UI V 5913 ponderosa pine 36 30 2827 2 2 dead:branches 6087 Douglas fir 25 10 314 2 2'yes used branches 18 15 r' 5800 big leaf maple 23 40 5027 2 2 dead branches 5914 Douglas of 16 15 707 2 2 suppressed Toss Douglas ft 16 8 201 2 2 yes viable 12 15 w 5802 western red cedar 18 12 452 2 2 viable 5915 for>glas fir 28 25 1963 2 2 viable 6089 Dougi-fir 22 ,J2 452 . 2 21yes viable _ ,..�_ 16 16 Z 5803 leaf maple 24 28 0 1 D Basel deca 5916 Douglas fir 24 26 2463 2 2' suppressed 6090 Douglas fir 13 452 2 2yes viable ,� - 10 15 5804 Douglas Or 22' 16 804 2 2 crook In trunk 5917 Douglas or 12 i5 70 2 2 suppressed 6091. Douglas fit 20;;,: ;,, 201 2 ....2 yes viable. vs_ - 15 15 5805 Douglas fir 42 38 4536 2 2 dead branches 5918 Douglas fir 25 18 1O 2 2 viable 6092 big leaf maple 10 16 804 2 2 dead branches 5806 Don las fir 24 16 804 2 2 dead branches;resprouted top 5919 Douglas fir 17 12 -452 2 2 sup pressed;Tif is 5819 on map 6093 Douglas fir 28 22 1521- 2 2 dead branches Oft 5807 Douglas fir 24,12 0 1 0 red d0 rut 5920 Douglas fir 45 38 4536 2 2 dead branches 6094 Norway rim le -8 16 804 2 2 viable W 5808 western red cedar 27 22 0 1- 0 trunk decay;hollow 5921 Douglas Or 21 18 1018 2 2 viable 6095 Norway in e 8 12' 452 2 2 marble 5809 western red cedar 25 16 804 2 2 viable 5922 teas fir 16 18 1018 2 2 suppressed 6096 Oregon ash 11 16 804 2 2 via la Z W 5810 Douglas fir 10 16 804 2 2 suppressed;vdndtinow hazard 5923 Douglas Or 31 15 7 2 2 viable 6097 big leaf maple 18 20 0 0 0 basal decay;.trunk decay;stem decay;anni0ada O 5811 Douglas Or 30 28 2463 2 2 dead branches;' 5924 Do las fir 46 32 321. 2 2 dead branches;ivy 6098 English walnut 17 20 0 0 _ 0 severe basal decay,was tagged#6189;we retagged 6098 J 5812 [Douglas fir 40 25 963 2 2 dead branches;ivy 5925 Douglas fir 35 25 1 2 2 dead branches;ivy 699 big tear maple 12 24 0 1 1 yes bmk ,cTemahs r { 8 15 M 5813 Douglas r 13 8 0 1. 1 suppress kN 5926 lard cherry 16 38 45 2 2 ny;pholotrophic lean over dwelling 100 red alder 8 11 12 452 2 2 yes codommate at base -- 74 15 LY 5815 Douglas fir 9 a 0 0' 0 dead 5927 bird cherry 7 12 452 2 2 MabL- trio] big leaf maple 27 26 2124 2 2 yes wable - 20 15 Q 5816 Douglas.fir 28 28 2463 2 2 suppressed;i 5928 Douglas fir 45 22 1521 2 2 dead branches 390 Douglas fir : 18 10 314 2 2 ye_ codommate atbase 14 15 5817 Douglas fir 13 14 616 2 2 suppressed;ivy 5930 bird the 5 12 452 2 2. viable V ill Ecugias fir 18 12 452 2 2yes viable 14 15 w/ 5818 Douglas fir 23 18 1018 2 2 y 5431 Douglas Or 13 8 0 0 0 terminal decline W J $019 Douglas fir 40 20 1257 2 2 viable;i. 5932 Douglas fir 24 16 8D4 2 2 dead branches 5820 Douglas fir 17 12 452 2 2 dead branches;ivy',suppressed 5933 Douglas fir 43 28 2463 2 2 deadbranches,ivy CO 5821 Douglas fir 27 16- 804 2 2 Ivy 5934 Douglas Or 25 15 707 2 2 dead bramilres ivy,spame > 5822 Douglas fir 11 8 201 2 2 suppressed'. 5935 Douglas Or 27 16 804 2 2 viable;clematis;ivy W 5823 western red cedar 32 16 804 2 2 Mable 5936 Douglas Or 46 26 2124 2 2 viable;clematis;ivy a/ 5824 western red cedar 34 18 1018 2 2 table 5937 Douglasfir 24 14 616 2 2 viable ECC is Effective CanopyCover. 5825 Douglas fir 22 24 0 t 0 trunk decay;largecavity at 30' 5938 Douglas Or 27 18 1018 2- 2 dead branches;ivy a 5827 DouglasDouglas as 6 212244 2 2 liable 5940 Douglas leaf fmrraple z4 16 804 2 2 suppressed Condition Rating is 0 — severe decline or dead, 1 — declining, 2 — average, 3 — excellent W W 5828 Englishhawthorne 12 20 1257 2 2 clemats 5941 Douglas fir 27 16 8D4 2 2 viable Preservation Rating is 0 (hazard), 1 (dead or dying), 2 (average), 3 (resilient ) W W 6829 English hawthome 13. 15 707 - 2 2 totm Ic lean 5942 Douglas fir 27 18 O 1 D red do rot RPZ iS suggested root protection zone, measured in feet Of radius surrounding the tree. n/ 5830 big leaf maple 15,14 22 0 0 0 basal decay;trunk decay;stem decay;broken top 5943 Douglas or 27 20 1257 2 2 dead branenes ;clematis L`i 5831 big leaf made 13 15 0 0 0 basal decay,tnstk pec ;stem decay;broken top 5944 Douglas fir 34 16 804 2 2 dead branches,ivy;clematis 1"- 5832 wester red cedar 29 14 0 2 9 basal decay.large cavity IIf sump, 5945 Douglas Or 34 22 0 2 1 viable Analysis and Mitigation 5933 western red cedar 23 13 531 2 2 cable 59411 Douglas fir 32 20 1257 2- 2 dead branches 18,513 sq. ft. of existing crown cover are being preserved on the property. 5834 Douglas fir 36 18 1018 2 2 ivy 5947 Dol�lasBr 48 18 1 2 basal dmay;cavit atbase;.s rse Per Section 10 Part 3.M.2.a. this does not include an tree with a Condition or Preservation 583,836 Did cedar 30 18 1018 2 2 viable 5948 Douglas fir 32 16 1018 2 2 viable;Ivy;dead branches Y 5957 tie N11411 ' 31. 20. 1257 2 2yes dead3igtl- .,,,� ': 22 17 5949 big leaf mere 6 12 452 2 2 squirrel damage Rating less than 2. g maple 66 12 0 1 1 _ basal decay dead stem:terminal decline $950 Douglas fir 32,30 20 1257 2 2 visible;codominate from base Per Section 10 Part 3.M.2.a., effective tree canopy coverage for open grown tree areas has r� S 5838 vresternY ."r `5".,18 1018 2. 2yes Mable 2;., 5951 westerniedcetlar 12 8 281 2 3 viable z 5939 we red cedar 47 18 1018 2 2 ,table 5952 bird the 8 12 452 2 2 viable been doubled. 5840 v,Rstem red cedar 37 18 1018 2 2 viable 5953 bird cherry 10 12 452 2- 2 viable District. R4.5 requires 409' effective tree canopy. $841 western red cedar 36 16 804 2 2 liable s9,4 bird cherry 6 6 113 2 2 liable Property area is 151,737 s ft. minus ROW dedication of 32,058 s ft. Effective property o g g $842 Douglas fir 37 18 1018 2 2 viable 5955 bird the 6 8 2D1 2. 2. viable - P Y q• 9• P P Y 5943 Douglas fir 20 1 a 1076 2 2 suppressed;resprouted top 5956 bi leaf maple 1s 18 1018 2 2. dead branches area is 119,679 sq. ft. a N 5844 Douglas fir 39 18 1018 2 2 Mable 5957 big leaf maple 10 16 8D4 2 2 suppressed;dead branches to Ins 5845 western red cedar 21 18 1018 2 2 viable 5958 Douglas fir 31 18 1018 2 2 viable :Z o j 5946 Douglas fir 41 26 2124 2 2 dead branches;same heeat,5M 5959 Do Or 24 16 804 2 2 viable 119,679 sq. ft. x 409'= 47,872 sq. ft. effective canopy cover required. s 5817 Douglasffi 30 18 1018 2 2 Mahe. 5960 Douglas Or 29 24 1810 2 2 viable 47,872 sq. ft. required — 18,513 sq. ft. preserved = 29,359 sq. ft. effective canopy cover 5848 Douglas fir 111- 5 707 2 2 cable $961 u g las Or 21 10 314 2 2 suppressed - w a 5849 Douglas Or 27 18 1016 2 2 clematis 5962 Do asfir 1 5 10 D + t suppressed;declining to be mitigated. h 5850 "stem red cedar 21 14 61B 1 0 trunk decay,cirityat6' 5963 Do as fir 38 22 1521 2 2 viable To achieve 159•ECC per Lot and Tract A and 409•overall canopy 29,658 sq. ft. of ECC are 5951 Douglasfir 42 24 1810 2 2 clematis;ivy 5964 Douglas to 23 16 8D4 2 2 viable being planted. o_ 5852 Douglas fir 15 14 616 2 2 suppressed;clamafts 5965 Douglas fir 39 i6 1018 2- 2 viable 5853 Douglas fir 27 16 804 2 2 viable 5966 bigleaf maple 15 16 2 2 suppressed;stem deca ° 5854 Douglas fir 31 24 0 1 1 broken at W;res ed to 5967 pacific dogwood 9 12 452 2- 2 viable PNW—ISA wholesale median cost for a 3" deciduous tree in the Willamette Valley is $174. 5855 Douglas fir 25 18 1016 2 2 viable 5968 western red cedar 8 8 2Di 3 2 clematis o 5856 Douglas fir 18 14 616 2 2 viable 5969 Douglas fir 31 16 8D4 2 2 viable $174 / 59 = $2.95 Q 5857 Douglas Or 28 16 804 2 2 dead branches 5970 Do fir 34 20 1257 2 2 viable z 5859 Douglas Or 19 12 0 t 1 crematisinfestation ,971 Douglas fir 26 111 804 2 2 viable The required tree canopy fee is 0 sq. ft. x $2.95 = $0 ,959 Douglasfir 28 18 0 1 0 redo not 5972 Douglas fir 32 18 1016 2 viable If positive, this fee would be reduced by additional amount of effective tree canopy planted 5869 Douglas fir 32 22 1521 2 2 Matta 5973 Douglas fir 32 20 1257 2 z dead branches on the site using the canopy area values found in the Urban Forestry Manual Appendix 2. 5861 Douglas fir 33 20 1257 2 2 viable;hanger - 5974 Douglas fir 18 72 452 2 2 wlndthrow hazard 5862 Douglas fir 11 10 314 2 2 - windthrow hazard 5979 western red cedar i8 12 0 1 0 trunk decay;holovr,wood ckerdamage 5863 Douglas fir 29 16 804 2 2 viable 5976 bg eaf maple 5 6 2 liable 5864 Douglas fir 34 18 1018 2 2 dead branches;ivy;clematis 5977 big leaf maple 13 22 0 t 1 dead tranches,broken top w 5965 Douglas fir 24 14 61. 2 2 Mable 5979 Douglas Or 14 15 707 2 2 viable o y 5866 Douglas or 25 14 616 2 2 viable 5980 big leaf maple 9 18 0 2 1 squirretl damage mechanical damage to base ( a_ E W 5967 Douglas Or 31 15 707 2 2 dead branches 6012 Douglas fir 24 12 452 2 2 viable , 5a6s bird cherry 8 16 604 2 2 viable 6013 Do las fir 20 16 804 2 2 viable n m 5870 Douglas lir 33 20 1257 2 2 dead branches - .F1v"..r u`f . - - 2:�'y U(J L a p 5873 western red cedar 20 16 804 2 2 viable ;x._ - - 5972 western ret cedar 11 12 0 1 0 basal decay;hollow 6016 Dou las fir 18 16 804 2 2 Mable;off property q �• 5873 Douglas fir 18 018 2 2 dead branches 6017 Douglas Or 9 4 D 1 1 suppressed;off property - OS/!S/2O V 2 ow R 5874 western rel ceder 11 12 452 2 2 Mable 6018 Ddu as Or 16 8 201 2 2 viable cif property s 'rn>� ; 5975 Douglas Or 29 18 1019 2 2 dead branches 11919 Do u lav fir 19 18 804 2 2 wabie o8 property NOTE 5876 Douglas fir 9 10 314 2 2 clematis 16 - 2 2 res 12 -.. 5877 Douglas fir 34 20 1257 2 2 Mable 17 201 2 2 Yes wabie 12 8 m m 5978 English hawthome 7 14 616 2 2 viable 6022 bigdeaf maple 12 24 1810 2 2 -Dirressed AS-BUILT DRAWINGS INFORMATIONELSC IS BASED ED CONTRACTOR, 5879 big leaf maple 20 26 2124 2 2 Mable 1 ,r 17 10 314 2 21 es viable 12-t5 FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL o 5880 Douglas Or 30 18 1016 2 2 liable Douglas fir 10. 10 0 1 t yes: .Aable 8 15. INFORMANON HEREON SMALL TI FIELD VERIFIED PRIOR TO USE t IN DESIGN AND/OR CONSTRUCTION. of 5881 Douglas fir 30 20 1257 2 2 viable Douglas fir 7 0 0 0 1 yes viable 6 15 m 5882 Douglas fir 25 18 1018 2 2 Mable �.�DOW Is it 20 12 4522 2 2 ves Nabie____ 14 15 S 5883 Douglas Or 35 18 1018 2 2 viable �- 14 616 2 2yes watite _ 14 15 5884 Douglas las fir 21 18 1018 2 2 Mable r' 23 18 1018>. 2 2 yes dead branches 16 15 Pp��x�'�'p,, 5885 Douglas fir 21 12 452 2 2 Mable;ivy 5 fir 19 2 yes dead branches .;r sfi u,, -�'^ r. 14 15 Vca•� -`Uj 5886 Douglas Or 29 20 1257 2 Mable;ivy 6037 red alder 12,10 10 314` 2 2 ,o dominate at base,lines 4CF .a 5888 Douglas fir 18 10 314 2 2 suppressed 6038 Douglas fir 25 18 1018' 2 2 dead branches t 6939 red alder 11,14,12 24 1810 2 2 codommate al base;mut0 stems 5889 Douglas fir 12 12 0 0 0 dead We a �ANIE�� SHEET G 06 OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 � o 0 AS-BUILT Iq § Z z 05/18/2016 Z L '1 0 nN YU00W °m NOTE MJMN0 o AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, Q FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL (L Q Q Q INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE ❑ : tut 14 m..�n i -- -- 1 N IN DESIGN AND/OR CONSTRUCTION. L) J F------------------ -- ---7 I 1_-- ■ D (L Q N 0 z N0.2 I I 30' 0 15' 30' 60' Q L) W ND (n LL ay6oai _ -- ---L- ------- SCALE: t =30 uj Z LL LL / / / I I \ 'I •"�.,.. 60B1 60]9 �7�r 016 8021 6 601 I LLQ O > 61140 ////// I I \ V [ja 60]6 BOLI` :[ •`�i�.siki� � I \- ;�-� 6 ; LEGEND W ------------- ' oa L------------------- C `. : I _- Z --- -- ------ } ,�+ ` ' —��0— TREE PROTECTION FENCING T- I BOUNDARY LINE Z LOT s I I --—--— ADJACENT/ADJOINING LOT LINE J I I torso I I k iV d I I I 15 Yr I 0 = EXISTING CEDAR TREE TO BE SAVED Q ---------------L r i � I I I i O EXISTING FIR TREE TO BE SAVED g 2� 10 may, F- � I , ��, � 5800 EXISTING TREE TAGS 'k:'.: / L-_ -__ FOR TREE TABLE SEE SHEET 6D -- L___ _ __ ___ ___— — W W F--- --- ---T- 1 pl I -------- �-�T 30 J70 EXISTING MAPLE TREE TO BE SAVED NN LL ---------------- 8 11EXISTING DECIDUOUS TREE TO BE SAVED L________tors -------- -- i ______--__ I 13 I 14 I I I I PROPOSED STREET TREE WITH 30'DIAMETER MATURE CANOPY-706 SF i Y ' -- 1 --------------------------� w --—---— -- 1 rn I __ ________J a \ IPROPO I � LOT TO BDE DETE WITH 20?ERMINED ED AT TIME DIAMETER HSEECONSTRUCTIONCT 314 FON o ,. - - ' ' _ •.\ \ POANRNGSPLANATFEODR DETAILS IN TRACT A,SEE SHEET 13-WATER QUALITY SWALE ., 1- - o SWE'.1EZ STREET .,.- u zo > i I PROPOSED TREE WITH 30'DIAMETER MATURE CANOPY,EXACT LOCATION ON 30 a LOT TO BE DETERMINED AT TIME OF HOUSE CONSTRUCTION-706 SF I I I I _- --__ I Cow_E r ( ,i I PROPOSED TREE WITH 25'DIAMTER MATURE CANOPY,EXACT LOCATION ON Nwmw 8 w I I I fora I I I I II I 25 LOT TO BE DETERMINED AT TIME OF HOUSE CONSTRUCTION-440 SF 1 o 0E I I I I I I I 11 1 I I I I I I I I I II I mono m �oNwm 6 III 5 I 4 3 I I 2 ( I 1 TRA MATURE TREE CANOPY mm I11 I III III I I III III II 1 I \��'/ o I11 ___----_JIL-- -----JIL-- - ---JIL--A-, -JIL_ _J 1 1 20 , _x, -' �• 3e i `' PROPOSED ROOT PROTECTION ZONE(RPZ)PER y�l -11-------- _ ARBORIST S Trr-: / - - - --- PRS I III // I I I I ID s i I LOT 2s NOTE: TREE DESCRIPTION IN TREE TABLE ON SHEET / Y11'� �y Lir 3i L0730 L [` P O III toms � I torts i I� 05 — TREE PRESERVATION & REMOVAL TABLE SHEET 07 s OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 y — I o — — — — I — — — — — j LOT 54 j tors corns j 3D' a s' o' sa' et Z z i- 6 o 0 L �raRKNo2 SCALE: 1" = 30' 1 V loo LU � O m LOT 4e I I 730.00' 58.130. "w — — — L — — Q -1 M 04 O o Lors2 0 Q F- i r----------------- co O N LL j j I Q' 1 9 I W LL � 0 O Lu LOT I I ( LOT 51 s o - I. LOT SETBACKS: \ ( I torso I BUILDING SETBACK LINE 0 r V o i------z------- I FRONT YARD: 20' Lu Z REAR YARD: 15' 2255 54 SIF ; SIDE YARD: 5' — — — — — — —I 269.04' S89'49'35W I I L — — _ - 20'FRONT YARDSETBACKTyp 1 I I 9 II I I j 10I SI__6,105 F I 6,035'SF- I I Na t076 I 8'PUE 8'PUE L _______JYARDSETBACK ,. _ WL - _ 119' F --------- 44' W -_ -_ - AVERAGE LOT AREA: 15'REAR I 20'FRONT I YARD TRACK OYARD SETBACK T I J 1 I I i 113,290 SF DIVIDED BY 7,500 SF = 15.1 LOTS d 18 I j 11 1 -�1 1 I I I 6,105 SF I 6,011 SF 1 5'SIDE I j n 1 ' 1 III I 1 151,737 SF - TOTAL GROSS SITE AREA w I YARD SETBACK I N ( I 1 i I I I I I I I 31,878 SF - AREA IN PUBLIC STREET DEDICATION a I LOTS W _ nar +I I I m.1• —� I I 4,688 SF - WATER QUALITY AND DETENTION TRACT m -- ------- '-------- r - -- ---- --, I I r-------- --� I_ 13 14 I 1 1,881 SF - FLAG POLE FOR LOT 15 I 6, 1^ TSF I 113,290 SF - NEW BUILDABLE AREA I - I I I I I I I � I 12 _ 1 I I I 7,080 SF 15'SIDE ,' 7,036 SF 15'SIDE $ I I --------------------------, z L____ _JIL_____ _J YARD SETBACK ;_y L- -__-_YARD SETBACK) - - - - 37.6__— —29.9' � 5 I R=20' �e 90.7 8'PUE 54.dLLI 50.6' z67 R=20' I o0 20'FRONT I 1=o - - Swnv"srREA-r - 30'VISION 30'VISION YARD SETBACK TYP N TRIANGLE TRIANGLE I zo c - - - -50'ROW— - - - - 77.69' 58959'26"W N I w a I kY 30'VISION TRIANGLE - 33.0fiB.D0' R=20' 36Y 313 -.- - —.—.—. , PU ------ - LIC I o rnNN F--------11 r-- STORMWATER LOT I LOT 1 I I YARD SETBACK TYP I I I I A EASEMENT II I 5'SIDE I I V I I I 11 I $ I I I YARD SETBACK7-1 r I I I I 1 I II I I I $ Im I-e Ie F I I-e I I I si 11 18I 5 Ig) I 4 Io 41 IgI I Z IoI 1 1 IIr TR.SF I a I j 6,711 SF 6,641 SF 6,842 SF 6,841 SF 6,639 Sf 6,642 SF r 4,668 SF ti- I I I I I I I I I I I I 1 I I I II I w ¢ I I 1 1 I 11 1 1 1 1 I I I 5'SIDE I I 1RETAINING YARD SETBACK 11 N m m o I I WALLFOOTING --------JIL--------JIL-------1JIL-- - - -- JIL--------JIL--------JIT EASEMENT T I L------------- I 1 15'REAR I i I I 25'ROW j m oo I YARD SETBACK I IJ--y z E 86.0' 68.0' 68.0' 68.0' 66.0' 66.0' 47.0' z o e�E .. — —I�— 474.02' N90'0000"E I / I LOT 2B LOT 4s / j Lor al \ LOT 30 I LOT 29 I I LOT 27I ��, D PRD AS-BUILT R�� 665 /O 05/18/2016 ��,C Y11,t Pa` j LLL 10745 \ \ y I I AS-BUILT DRAWINGS INFORMATION S BASED ON CONTRACTOR,TE SHEET c y SWPINEBROOKCT FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL OQ \ INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE v _ - - _ IN DESIGN AND/OR CONSTRUCTION. OF j \ � / LOr 26 ,y 30 CITY OF TIGARD CASE FILE SUB 2014-00010 0 I I I I I --------------- n I I CWS 56356 I I I I Z z IS AS—BUIL To 0 0 SDCB-03B-i • SDCB-03B-2 1 .1. (' > --! I — - _ 05/18/2016 Z 00 W - � ■ Y U m F------------D , r ----- J 30' O 15' 30' 60' NOTE Q J M N Oss- o I SEE SHC 20 I I I I "': AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, d a J Q Q g 10 F, FIELD SURVEY.AND FIELD INSPECTOR GATHERED DATA ALL Q aI U I I _ INFORMATON HEREON SHALL BE FIELD VERIFIED PRIOR TO USE U SCALE 1 - 30 r F I I i ...1:'':. IN DESIGN AND/OR CONSTRUCTION. Q d r Q N SSMH C7 L__ -----_ -- -" L------------ ---------- I Q Q Z Q -------- --———————--- -- LEGEND W LL O (E)DOUBLE WATER METER W ~ O -- 8 .....I I I I I SINGLE WATER METER - SD 03 I I I I I I STORM/SANITARY LATERAL U EE SH 17 pa 1 L- WATER LINE WITH GATE VALVE Z L---------- - S -1 -----------J I I I FIRE HYDRANT ASSEMBLY r------'------ - --------1 I 13 14 I;: '-*-x-*-x--x-x-,�- EXISTING FENCE Z EXISTING SANITARY MANHOLE AND MAIN Q EXISTING STORM MANHOLE AND MAIN J 1 A x s PROPOSED SANITARY MANHOLE AND MAIN a 7 ... D STORM MANHOLE AND MAIN s-•� I I I L ........... ----� ------------------------- L__—_ SO 02C-1 _J I :r t---_______-_J I .... PROPOSE EXISTING WATER LINE _ I j '1; �.` - I :: _- I -•-•- • EXISTING GAS LINE J -.- -'- - ..I -.-.-.-'... - ... SDCB-OIB-1 I . . ... - .. ,^... ❑ ® CATCH BASIN - sD o2 .� .,.. .. SEE SH.18 . .. •- - SW EVEZSTREET -- -- SSMH-B2 W �i a ,o _,u aso la+so um SDMH 02B .. lg._2 I a I SDMH-02C I SEE SH.21 \ - MH 01B O r--- SSMH-84 ---- . .......... .. .......... ----- U 1 I � I � I r I SEE SH.11 1 ,. i •: "� I I I 1 j OUTLET-01A I ( I I I I I I I II A 6 I 5 1 I 4 I I I I I I I I I I I I I I I II SDCB-OtA-1 I z III 111 III III Itl II o 1 I SDDI-OOG 1 I I I I I i I I I I II SDDI OOH II SS-A I --——————J I L————————J I L————————J I L I sEESH.2o U, �� _J I L— --J I L--------JII -- I _ -- SDCB-OOF MATCH UNE S —r-- SEE BELOW FOR CONTINUAIION Of SO o SEE SH.11 I 1 2. SDMH-DOE SSMH-A7 D I �Z■ N o h ON-SITE UTILTY IMPROVEMENTS 30' 0 75' 30' 60' z� SCALE: 1'=30' o 4 SCALE: 1" = 30' c a I I I I q I I 1 � CarwE � I I I 1 NWm�g sn CWS 185710 oMiO o I I I I m MM'E p I I I I CG �;:.�1 OUTFALL-DOA i s o mw m , ---------------- I I I I CWS 183117 w f�% 1 \ : r NJLL s SDMH-OOE I I 1 I SDMH-ODD % SDMH-OOC SDMH OOB - -1- - SD-00 SEE SH 16 /41 o mi�a �: v+5o ,a,,, _. '! s0.:i ...:. .......,:, •� ?fpD.::;.,5•-- ,._...,... ':i a S .> o� _: cws 5s410 SW89THAVE iso... w� SS- SEE SHA 20 ,:. �- SD:� SA � �—_ � � CWS 182926 18_- - SDDI-OOG SSMH-A7 I i CWS 183228 ICWS 21216 CWS 184684 o I c0 NO, c :I SDDI-OOH S I I cavus�z i � .a I I SHEET a OFF-SITE UTILTY IMPROVEMENTS 09 of SCALE: 1"=30' 30 a CITY OF TIGARD CASE FILE SUB 2014-00010 G AS-BUIL T It z 05118/2016 GRADING AND EROSION CONTROL LEGEND 6 0 N GENERAL NOTES: NOTE EXISTING TREE Y V m 30' 0 15' 30' 60' J r (n N A SEE 1200-CN PERMIT DRAWINGS ECt-ECS FOR EROSION CONTROL PLAN. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, J ( ) N BIOLILTER BAGS SURROUNDING Q :NFO SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL SITE GRADING SHALL NOT RESULT IN THE IMPOUNDMENT OF STORM WATER INFORMATION HEREON SHALL -n FIELD VERIFIED PRIOR TO USE SILTSACK-LINED CATCH BASIN B. ■ SCALE: 1" = 30� IN DESIGN AND/OR CONSTRUCTION. J CO - ON ADJACENT PROPERTIES. ovaT" � / /•� Ii:5))'4:;7 i?[Fiii17J?: °� EXISTING CONTOUR 0 z I I I I 424 PROPOSED CONTOURLLI Q V CRENS p Na 2 _ I I m■a_ LIMITS OF CONSTRUCTION Z LL NLL � 2✓0- - I JI LJJLL0 � LL LOT 49 ;: _ \ -------L•-------------- —X—X— EXISTING FENCE LLI ~ O H TREE PROTECTION FENCINGLu C7 U I \�---- -- I ---t--�z"' I Z I ------------------ NL r ----------------- I r----- --- - T ---- I I I * c1AN I Z I I I Laity I I coisl : ' I PERMIT Q AREA J BOUNDARY i,1\ I I ) I ' I // •o�� I H/2 BUT 2 FT.MINIMUM a I I \I.p✓✓ ■ / 15 I PROPERTY AND 10 FT.MAXIMUM '^ I I I ■� I :::I; I I LINE H/2 BUT 2 FT.MINIMUM Ij Z - i `{2,�r ww■® - -..+w.�. -mp w w..: - t w-w�ut�wr�+4�1 w■ I / � +►T 1 L 2ANDFT. NEED NOT EXCEED o \ - i \ Q i IXIT IX2 FILL NN SLOPE LL. ■ 9 $ .... •. I 1 \ 10 I :.r::: 1 ! TOE OF }1 NATURAL OR FINISH ♦��n I . :.; \ i\ \I ....i::i?::: `zar,\�I� I i:. SLOPE L GRADE V r 150-1 -___-- H INTERCEPTOR DRAIN, L ,._....::::. L,� � r�:�`��:�:� � I \ 238-x,-�--- O _ - ... .. 7 ::N..:.�: / I WHEN REQUIRED ::\�.? � / 1 w ...:..... --- NATURAL OR I `T E (<-- --t 1 I FINISH GRADE I 3 ------- i N 1 ` \ r. i �� 11 \ / i ,( - SETBACK LIMITATIONS 23 6■ Lew=233;0 os N.T.S. - -- -- / �" ---�---- --�--I i / TW=233.3 ----- - .:./.� r / �..::::::: -1 13( I ( 14 BW=232.0 1'3 GENERAL NOTES ■ I I / , /\ h / I I I I I V TW=233.3 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING,EMBANKMENT OR STRUCTURAL FILL WORK;IT N • ::L:::L`'� ': / ti .` 3.3 MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE Z II I�=: I / / I / CONSTRUCTION-DEVELOPMENT PLAN ET. 7 i 12 TW=232.8 a s BW=229.3 3.5 / w `,� / 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT w -ti5b ■ "I of ti I / 1 _ _ __ /i7i / CORRECTIVE ACTION,AT ANY TIME w c� ■ - -_-tis-___ J I 1io .: \ ___� -_:: . :::: I :::: �::.: .�::::::. =2�2�-- -----�- 1 ti L�______ , I \ 1 / I I ">'`." E5`:5Z'! BW=2280 4'6 / // I I 3. EFFECTIVE EROSION CONTROL DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF Q — —.—.�.——'—'—' ,w — —— / / / / I ' WORK TO EFFECT CORRECTIVE ACTION,AT ANY TIME. .� •� BTW-231.8 4 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE a`" \/ 5 / 227.3 / / / I CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO o ti • . .. ...: 3'7 TW=226.9 / I / # EXCEED 8°LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 m \ I ', c; " r, ^, w I BW=226.3 1.5 / / / COMPACTION TEST. z SWIINEZSTREET / '(r I Sr i $ Yv rn ' N � / m / Bw=225.4 v7 14t -4 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING COLE.CONSTRUCTION ON EXISTING SLOPES ='- i GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND o° SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN,IF REWIRED,WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER Q —w TO EXXON _ .... ..l '•..,,..-,:. :. ...: '� FABRIC,EQUIVALENT ROCK AND FINALLY COVERING 12500,ALONG THE BOTTOM OF THE STARTING BENCH,THEVEN FILTER N PLACINGSUCCESSIVE S�I�INCH CHS WILL BE 2 ■ `v,'ye6 ........... COONSTRUCTEDVWITH TVERTICAL FILL BETWEEN TMTWO TO FIVE FEEE DRAIN ROCK TANDBE COMTH THE PACTED IN LAYERS NOTTOEXCEED 8 INCHES.LAYER EACH 8-INCH / �...'..' I `'. .1 I\� _ 1,.` I f •I / I/ / / / / 224 // / LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT - �0E 2 �. . .. I ✓ � _ FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL `�^wmrn c e / _1 r i / /r / - N / / I 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE,BY THE CONTRACTOR,OF STARTING a 8^ o 4 - I I I - / I y�" I,I i I A, / / 1/ BENCHWDRK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. mo..,.a o _7 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. io::... y 6/ I S I 4 3--- / Z / 1 L�e I TR A T3 / 1 i 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL > s /I- /1 I % / y / ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO m Li REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED.1 �/ / I I I I I I / �1-LI��/ I I X / / I I I � •� I � I � 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS, A MINIMUM OF THREE TESTS WILL BE REWIRED FOR o -11 ♦ / ' I I I / / / ♦ / I EACH 2 FEET OF FILL i • / I/ I I I �� I I �� I I / I I +/ I i / I o --- �F17 4r_ll____J L_ __ ___ I ___y!___J y ____ _ V L_ __ titik 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 UTILITY PRE-NOTIFICATION,ETC.). 41 ®wa m w 226 ®ri moors ■minion, ■-�1 ■■ h ry I r rr \ \\ / \ _ _ - - EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: SEE WATER ■ 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN 4665 -- I �,�� _ \ \ �, �, V` \ I \, I QUALITY FACILITY ■ ?jA, PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. DETAILS ON SHTS SITE GRADING PLAN +T.,2&13 2 FALL INISHEDIGRADE BARRIERS RSHOWN ON THESETPANSAFTER GRADING)'SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF SCALE: 1°=30 3. LONG TERM SLOPE STABILIZATION MEASURES°INCLUDING MATTING°SHALL BE IN PACE OVER ALL EXPOSED SOILS BY OCTOBER 1. �ANIELF o gPII.E�1R 1/=7 .q PER CONDITION OF APPROVAL NO.20,I HAVE REVIEWED 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE SHEET AND APPROVED THE FOLLOWING PLANS FOR CONSTRUCTION. PAVING. 10 m 5. INLET PROTECTION SHALL BE IN-PACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. OF g GEO-TECHNICAL ENGINEER ON RECORD 30 CITY OF TIGARD CASE FILE SUB 2014-00010 -9 Z WALL HEIGHT TABLE z O o \ \ BOTTOM OF EXPOSED FACE 10' 0 5' 10' 20' O Ve In \ LOCATION TOP OF WALL Z 00 > WOMH-o1D '� EXPOSED FACE HEIGHT(FT) ■z � � m I b SOUTH WALL SCALE: 1" = 10' J M N O w -226-7-- `227 \ \ I 728 I ° ,...,.� 221.0 220.0 1.0 Q Q J a �! 226 �B 220.0 217.5 25 d r Q w \-225 b i�\ \ zzj NOTES: Q N7 =_ O z �.� i 221.0 216.0 5.0 A THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION&DEPTH OF +� Q (� - \ H \ ( %(� EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7 _W " I ❑ BACKF&L NOTE UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE O LL ----2221.A" ` - ` - D 221.0 216.0 S.O B. REWIRE GRANULAR BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE Z LL ---zz9_- _ - -- - 221 y. BACKFILL IS PERMITTED. W LL 2196 . 216.0 3s O LATERAL NOTES:UNLESS NOTED OTHERWISE,ALL LATERALS ARE TO BE 4" 1 4r. E 5 R " 2 219 ` '; -' 4 \ �✓i C. PVC WITH A MINIMUM SLOPE OF 22 LATERAL CONNECTIONS TO MAIN V _. +, - 4" ,„ � � 219.5 218.0 1.5 SEWER LINE TO BE MADE WITH MANUFACTURED TEES.ZEES. r \ . a 3 \\ 218 � � ----- D ALL 2'z 4"STORM SERVICE CONNECTION MARKERS TO BE COOT CODED L1J sF \ 217- \ \ G N NORTH WALL WHITE. Z 217 \ OUTLET-01A w 216 $ zJp. ❑G 21&0 220.0 2.0 NOTES: C \ \ G 8 \ \ �`�• � 226, � _ O INSTALL 12.0'WIDE COMMERCIAL DRIVEWAY PER CITY OF TIGARD 215 \ �H 225.0 226.0 9.0 STANDARD DETAIL 143. I \ ._...__. ......... ._. __.___\___........__ J > 1 226.0 216.0 10.0 2O INSTALL CHAIN LINK FENCE AND GATE PER C.W.S.STANDARD DETAIL 740. O W ' 1 ` \\\ \\ �� 3 o -z29,. J❑ 225.0 216.0 9.0 O3 INSTALL ULIRABLOCK WALL. ca Q SODI-OOH INSTALL SINGLE WATER METER PER CITY OF TIGARD STANDARD DETAIL J Lu K F_ 224.5 216.0 &5 O d \ y7 v 520 FOR IRRIGATION OF WATER QUALITY SWALE - J H \ Y1g _� ! - ❑ O INSTALL 4"PERF PIPE ABOVE WALL FOOTING.CONNECT TO STORM LINE LL r 223.5 216.0 7.5 5 � O N M / z>n DOWNSTREAM OF SWALE. V '�I SDDI-OOG 219 L F \ 2 \ / 218.3 222.0 5.7 INSTALL RIPRAP OUTLET PAD. Q "' 221.0 220.0 1.0 U) CL W - - - 220 W Z NOTE: HOME OWNERS ASSOCIATION IS 4'BLACK VINYL FLEE BOARD ELEVATION=219.53 COATED CHAIN RESPONSIBLE FOR MAINTAINING AND REPAIRING 25-YR W.S. LINK FENCE COATED CHAIN Q WATER QUALITY SWALE RETAINING WALL. LINK FEND DEPTH=218.53 SDCB 01A 1 1 Sw S9THA� 2 I WO TREATMENT ci) DEPTH 0.31' = Q SIDEWALK N �+ S. A S BUIL T SEE SH.17 - \ a i v A if,o V � N 0511812016 VARIES 7 2'�2' VARIES h \ SWALE&STORM LINE SD-01 PLAN (PUBLIC) 6'TREATMENT AREA- 2 o N OTE VARIES BIO-SWALE rn m SCALE 1" = 10' AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, LLLJ a a FIELD SURVEY,AND RELD INSPECTOR GATHERED DATA.ALL cr vi INFORMATION DESIGN FIELD VERIFIED PRIOR TO USE AND/OR CONSTRUCTION.INBIOSWALE SECTION "A-A" N.T.S. a N Q o� C 0 232 - 232 a 230 - _ -47.4'CLASS'B'BACKFILL --- - 230 i 228 EXTG.GND 0 228 24.6'CLASS'B°BACKFILL STORM ___ ---- „P CENTERLINE 226 ---- -- 226 m 6' 0 � 224 ----- - 224 C'o E 222222 1:1 SLOPE -_ m o �,,, MOF 1Y .LP.,5=0.06427 -- ----- - (ALL SIDES) 5 .. z Monro o ., 220 220 F_ 106 L.F.BIO SWALE o .y 218PROP.GND 0 -- ----_ ---- 218 ..; f SWALEBOITOM -- ----- �� s SI�= SWALE �m 216 �� 216 6' BOTTOM OE 0.50% 0 214 214 ---- --- PIPE DIA.(D) 212 aF1 5.9OFs- 212 �I 3034 PVC o 210 € saoeas 210 ----- --- PR 208 N >r 6 s 208 e �� 206 +s 206 a �MS� n W ob LI n ^n r o 204 Nom s N -% � w3 204 ��j�KtrI175AaQ�` y �� a � '88 60ln� OANIC7k giR .aan� _i o .^n 202 _iso v n ,a x R°� �a 202 TW: ��m 8 0$^ �� #� w � 8 " a SHEET O N v -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1 1 SWALE&STORM LINE SD-01 PROFILE (PUBLIC) of Al 30 SCALE: 1"=10'HORZ. 1"=5' VERT. a CITY OF TIGARD CASE FILE SUB 2014-00010 �" 00 -9 FOOTING EASEMENT ' Z Z � �, 6 � p o W Z r 0 —-———— NOTE: HOME OWNERS ASSOCIATION IS Y V 0 I m ——— RESPONSIBLE FOR MARINATING AND REPAIRING —I r (1) 0 U) WATER QUALITY SWALE RETAINING WALL. a J th 04 o r --- - _ ----------- 2 3 4 5 a Q a a 3 �'�'- 5 U `, � oara N 5, 2 a EXTENT OF ?' a w F - EXTENT OF I a' �I /�%i 5 FOOTING LU O O - -- -- FOOTING 3 - — - - -- ) I _ . LU -- --- --ITt4# --- ---._ -- — 3 U U s 4 LU 5 Z 3 4 —J 4 3 3 3 3 2 2 2 3 3 4 4 - - ---------- - // W / / Q - - I - - -- Q - - - - Q F- -,con- LU ,4 00 J O Z WATER QUALITY WALL FOOTING EXTENTS D Z SCALE 1" = 10' Z LU Q 3 Y Q WN W 14835 SW 72nd Avenue Portland,Oregon 97224 ULTRAEILOCK GRAVITY WALL U rrt aLoce, ;Tel:(503)598-8445 Fax:(503)941-9281 TYPICAL SIDE DETAIL UltraWall � UltraWal! v3.3 Build 14226 PAOgrs 11'Uitrablock Wall � e Project Greensward Park 4 Pond Wall and Tamp Wali '14 Location: Site Locationfn a *' Designer. xea. OREGON short Backslope 1 Date: 1/5/2016 $ sa �— s�,� section: Section 1 C> Design Method:NCMA—O9-3rd—Ed M S N Design Unit: Ultrablock "' w ¢ o paIRa:06{=tl Salami 0.200 Q SOILPARAMETERS p coh y � o j Retained Sal: 33 deg 0 par 125 pef Q N j Foundation Soil: 33 deg 0 psf 125 pcf 0 3 Basco zone Approved Clean Leveling Pad:Crushed Stone Granular Badtflll&W/ cr 1 tf2-0) j Native Stiff Sift CoZ o 2 mpacted loBl%of ASTM D1557 j GEOMETRY 11'Maximum j Design Height: 12.00 It Live Load: 0 per � (2+1 Blocks) Wall Bailer/TIlt 0.0010.00 Well Heightj d Live Load Offset: 0.00 It a- deg Embedment: 1.75 ft Live Load Width: 100ft j Leveling Pad Depth: 0.50 ft Dead Load: 0 psi m rail contractor Responaarbie Slope Angle: 18.0 deg Dead Load Offset 0.0 ft for Stable Barka x Slope Length: 6.0 It Dead Load Width: 100 it A C N N E I Slope Toe Offset: 0.0 ft Leveling Pad Width;8,38 ft ( 4"Drain Toe Slope Angie: 14.00 - 4 z rn o Toe Slope Length: 2.00 rc v Toe Slope Bench: 0.00 in in o n mro /8'Mm Y �I �o�.m.E a -- - e nedment r ✓ FACTORS OF SAFETY(Static!Seismic) Sliding: 1.50/1.125 Overturning- 1.5011.125 k' i Bearing: 2.00 11.5 y 8"Cruixed Rock / RESULTS(Static/Seismic) Leveiirig Pad and Bwoket Drain FoS Sliding: 2.23(Ivipd)71.88 FOS Overturning: 2.8572.12 USI Bearing: 2317.6412929.89 FOS Bearing: 8.3416.59 Name E/e lea k Pa Pae Pa i- !aESsl Awar S SaI NOTES: 034 D425 1 72„ 64 0 100.00 1887 9922 8.43" 1.Wall Height(H)is the retained height �-1X 98 0 1. 0425 456 568 17( 0 42.06 3` - 2721 7.89 �Q��PIP 2 Geotechnical Engineer shoultl review sebgyade sods.. 2X2TC 492 0590. 0892 f84 2188 235 d 13.34 .3.4-- S.F54`•- 2 3.Minimum w e ll embedment is 12 inches for short walls and 18 inches for walls over 8.5 feet in exposed height 2.46 0498 0581 1 2833�.3307 382, 0 8.11 ` �-_`"$3d'mm -- �— VAS 1>w U 4.Leveling pad/blanket drain shall consist of at least 6 inches at 1 VT-0 or 3W4 o crushed aggregate compacted to 90 ,W- 0.00 . 0602_` 0691:�5415-�8229 5t3: 0 2_23(2.36)�(-3,06 � 1�HB(4,89 212 � 4665 percent of the Modified Proctor maximum dry density(ASTM D7557). - - - L S.Backfill in reinforced zone to consist of imparted granular soil es,approved approved by the geotechnical engirreer. J o, 6.Finish grade must provide positive drainage. Data 1/5/15 05/18/2016 `�%�``I' Drawn by poi �ANIE�F b Project: GreenswardPark 4 Note:Calculations are for prelimina use only and should °0' 7 r Tigard,Dragon Project No.1Y3744 FIGURE 1 ry Trot be used for construction without the review oto qualified professional. NOTE SHEET v Ultra Wall Pepe x AS—BUILT DRAVBNOS INFORMATION IS BASED ON CONTRACTOR, •` FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL INRMA-R-HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DFOESIGN AND/OR CONSTRUCTION. OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 0 N AS-BUIL T Z Z o s 0' 0 S 10' 20' z � r 0 05/18/2016 Yvco13� I 03 SCALE: 1° - 10' NOTE Q J M C-4 o _ ACCESS AREA TO BE PLANTED - AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, a Q Q F- Q Q WITH GRASS SEED MIX ONLY. ,a �mr� o' 12.0 CHAIN LINK FENCE GATE .¢ I INFORMATION HEREON SHALLFIELD SURVEY;AND FIELD SBECTOR FlEIDGATHERED DATA.VERIFlED PRIOR TO USE V d r F PER CWS STANDARD DETAIL 740. P IN DESIGN AND/OR CONSTRUCTION. Q T a N LU - ^`�.x ,. 's3 — — F — PLANTING RATES (n O N _ LL PLANTING PLANTING NUMBER NUMBER W Z FF O PLANT .... AREA DENSITY OF OF 0 LU '!r Liu TYPE (SQ.FT.) (PER SQ.FT.) PLANTS SPECIES ® TREATMENT AREA r V 600 SQ.FT. LU Z HERBS 1 600 X 6 = 3,600 1 4 o - UPLAND TRACT AREA W t 7,2315Q.FT. J a .. .... SHRUBS 1 1,231 X 0.05 = 62 6 ALL AREAS OF DISTURBED SOILS ABOVE THE TREATMENT AREA OF THE - WATER METER FOR WATER QUALITY SCALE SHALL BE RESEEDED WITH FOLLOWING SEED MDC THE Z SWALE IRRIGATION 8 \ \ \ TREE833 PLANTINGAREA HYDROSEED APPLICATION RATE SHALL BE 120 LBS.PER ACRE. •A J GRASS SEED MIX'100%COVERAGE OF ALL AREAS OTHER THAN TREATMENT AREA V'. TREES 833 X 0.01 = 9 3 %OF `` a • F SCIENTIFIC NAME COMMON NAME MIXTURE r BY PLS' J +I - GRASS PLANTING AREA Lolium arundwoeum DWARF TALL FESCUE 40 FACU Z ' — — - - 1,497 SQ.FT. Lolium persona DWARF PERENNIAL RYE 30 FACU LL Fesluca Rb. CREEPING RED FESCUE 25 FACU r 1I 11 1X = Agresfis tanuis COLONIAL BENTGRASS 5 OBL Z 6 -- ----- ----------------------- CHAIN LINK FENCE PER --------- CWS STANDARD DETAIL 740. TOTALS 3,671 *AVAILABLE THROUGH SUNMARK SEEDS INTERNATIONAL,INC.1-888-214-7333. J "PLS(PURE LIVE SEED) LLI IL WATER QUALITY SWALE PLANTING PLAN SCALE 1" = 10' PLANTING SCHEDULE MIN. MIN. SPACING COMMON NAME SCIENTIFIC NAME PLANT TYPE WATER LIGHT ROOTING PLANTING ON SPACING TOTAL REQUIREMENT REQUIREMENT SIZE HEIGHT CENTER FORMAT b TREATMENT AREA �o Q a� G5 M CONSTRUCTION ROSSI SEDGE Caren rossi HERBACEOUS MOIST SUN 1'PLUGS 4' 4' MASS 900 O o m ]. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended topsoil.Topsoil amendments shall be garden compost,not conventional fertilimir SLOUGH SEDGE Carex obnupta HERBACEOUS MOIST PART V PLUGS 6' 4' MASS 900 > W < N amendments. O \ "> 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the Sdrpus[he HERBACEOUS WET SUN 1'PLUGS fi' 4" MASS 900 u awale cross section,fabric shall be held in place in accordance with the manBULRUSH micrmarpus ufacturer's o° cos installation requirements.Anchor spacing shall be based on 3 fps flow over the fabric. RUSH SPREADING JunPatens HERBACEOUS WET SUN 1'PLUGS fi' 4" MASS 900 .o c a.Treatment area-high-density jute matting(Geojute Plus or other approved equal) a N ii b.All other areas-low-density jute matting(Econojute or other approved equal) TREATMENT AREA SUBTOTAL 6HERB SUBTOTAL 6 00 e 0 3. 2.5-3 inches of 2"t river ren ruck shall be placed over the matting evenly throughout the — - 00 lea and width of the Swale. - A z cu length � VINYL CLAD CHAIN LINK FENCING 4. Plant materials shall he placed in accordance with the plan and plant table as shown on SEE STD. DETAIL NO. 740 UPLAND TRACT AREA 2 approved plans. - z D n 5. The water quality Swale treatment area plantings can be deemed"substantially complete" p —i W 7rT RED FLOWERING Q once active green growth has occurred to an average growth of 3"and plant density is an Ribes sanguineum SHRUB DRY SUN 1 GALLON 1.5' 4-6 CLUSTER 10 3 o CURRANT y average of approx.6 plants(minimum 1-inch plugs or equivalent)per square foot. APPROVED EC 6. The facility shall be deemed acceptable m begin the maintenance period when plant growth p Y MATTING 0 SP URAAEA Sprues douglasu SHRUB WET SUN 1 GALLON 1.5' 45' CLUSTER 11 m m ZI and density matches the engineer's design as shown on the approved plans and all other C c a E Como requirements have been met The engineer must certify the facility to be functional,in > SNOWBERRY SHRUB WET PART 1GALLON 2' 45' CLUSTER 10 P (t r stolonifena - _ t" accordance with the approved plan design to begin the two-year maintenance period RED OSIER gp a A o z SWALE BOTTOM Pparagws aY.1�m 3 a- i. MIN._ Q DOGWOOD capjfaWs SHRUB MOIST PART 1 GALLON 2' 45' SINGE 11 H M o MAINTENANCE 12"MIN. TOPSOIL 1'MIN. PACIFIC Symphaicatpos SHRUB DRY PART 1GALLON 1.5' 45' CLUSTER 10 �owu 1. The permittee is responsible for the maintenance of this facility for a minimum of two years Ln ,,�" NINEBARK albus z , following construction and acceptance of this facility per Chapter 2. Z' _ �,I 1! I I W.,�s 1� A.melanchier epi i w 2. Irrigation is to be provided per separate irrigation plan as approved.- > SERVICEBERRY SHRUB DRY PART 1 GALLON 2' 43' SINGLE 10 m - O.5'MAX. alofolia Note:Irrigation needs are to be met using a temporary irrigation system with a timer during SHRUB SUBTOTAL 62 a the dry season.Systems should be winterized during the wet season to assure longevity and t} UPLAND TRACT AREA SUBTOTAL 1,231 q guard against damage from freezing temperatures.Water source shall be as shown on the 1 j RIVER ROCK 2"-3/4 approved plans. - - I 2.5"- 3"DEEP 3. Engineer or Owners Representative is to visit and evaluate rhe site a minimum of twice TREE PLANTING AREA I annually(Spring and Fall.The landscaping shall be evaluated andre replanted as necessary SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION (P $ ) P 8 P ars' I AREA 6'MINIMUM WIDTH AREA AREA to ensure aminimtmT of80%survival rate of the required vegetation and W%aerial EC MATTING ECONOJUTE' COCONUT FIBER OR GEOJUTE PLUS• ECONOJUTE` ECONOJU TE` S>207 �otp PRS N coverage.Non-native,invasive plant species shall be removed when occupying more than SEED MIX ILOW GROW MIX NONE LOW GROW MIX AS APPROVED BY OREGON ASH Fmdnus lafildia TREE MOIST PART 2 GALLON 3' SINGLE 3 20%oftbe site. ISEE NOTE p5 SEE NOTE g5 DISTRICT OR CITY 11W5 -hT�X . :1 4:1 FLAT BOTTOM a:1 2. :1 N.a CASCARA Rhamnus 4� 54aa5 4. The facility shalt be re-excavated and planted if siltation greater than 3 inches in depth ° purshiana TREE MOIST PART 2 GALLON 2' SINGLE 3 occurs within the two-year maintenance period. G "OR AS APPROVED e NOTES: BITTER CHERRY Prunus elmlginata TREE MOIST PART 2 GALLON 2' SINGLE 3 F 1. REFER TO APPENDIX A,CWS DESIGN&CONSTRUCnON STANDARDS FOR LANDSCAPING /�t�Y f1 Q REOUIREMENTS INCLUDING TREE PLACEMENT,TOPSOIL AND PLANTNG SPECIFICATIONS. TREE SUBTOTAL 9 m WATER QUALITY SWALE 2. PROVIDE IRRIGATION AS APPROVED BY CWS. DANIE 3. JUTE MATTING—GEOJUTE PLUS IN TREATMENT AREA,ECONOJUTE FOR ALL OTHER AREAS,OR SIMIUAR TREE PLANTING AREA SUBTOTAL 833 CONSTRUCTION & MAINTENANCE NOTES CleanWaher Sel ces e FABRICS,corn TOP OIL Is ALSO PLACED THROUGHOUT WATER QUALITY FACILITY AREA TOTAL 2,664 ' ' 4. 12—INCHES OF TOPSOIL SHALL A PLACED THROUGHOUT TH'c WATER QUALITY TRACT. Ovr eommitmavtu clear. A 5. FREEBOARD AREA SEED MiX,DWARF TALL FESCUE 40%,DWARF PERENIAL RYE 30X,CREEPING RED FESCUE 257 SHEET DETAIL NO. 710 REVISED 12-06 �j COLONIAL BENT GRASS 5%.APPLY AT A RATE OF 120#/ACRE. .c 13 � OF 31 CITY OF TIGARD CASE FILE SUB 2014-00010 0 VEGETATED CORRIDOR CONSTRUCTION NOTES Z AS-BUIL T z 05/18/2016 6 3.. 0 GENERAL- 00 Uj SITE PREPARATION: PLANTING: N N OTE Y v ° 1. ALL LOCAL,MUNICIPAL,STATE,AND FEDERAL LAWS REGARDING USES,REGULATIONS, W J (n O p GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANS,ARE 1. REMOVE FROM SITE ALL NON-NATIVE DEBRIS,AND ALL NON-NATIVE HERBACEOUS PLANT 1. PLANTINGS SHALL BE INSTALLED BETWEEN FEBRUARY 1 AND MAY 1,OR BETWEEN OCTOBER 1 10' 0 5' 10' 20' AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, Q J M N _ p HEREBY INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS,AND THEIR MATERIAL. AND NOVEMBER 15. WHEN PLANTINGS MUST BE INSTALLED OUTSIDE THESE TIMES,ADDITIONAL FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 0'• Q I- � Q PROVISIONS SHALL BE CARRIED OUT BY THE CONSTRUCT THE CONTRACTOR SHALL,AT ALL MEASURES MAY BE NEEDED TO ENSURE SURVIVAL AND SHALL BE PRE-APPROVED BY THE Q IN DESIGN AND/OR CONSTRUCTION. J .. U-' TIMES PROTECT THE PUBLIC THROUGHOUT THE CONSTRUCTION PROCESS.. 2. THE REMOVAL OF HIMALAYAN BLACKBERRIES AND NON-NATIVE HERBACEOUS PLANTS SHALL BE ENVIRONMENTAL CONSULTANT. O (1 SCALE: 1 = 10' a r (- ACCOMPLISHED BY HAND CLEARING WITH APPROPRIATE EQUIPMENT SUCH AS"WEED EATERS" 6 r Q N 2. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY CORRELATE CONSTRUCTION ACTIVITIES WITH AND OTHER SIMILAR BRUSH CLEARING MACHINERY. THE USE OF SMALL,SELF-PROPELLED 2. PLANT MATERIALS SHALL BE TRANSPORTED TO THE SITE IN A TIMELY MANNER TO MINIMIZE Q Q Z THAT OF THE EARTHWORK CONTRACTOR AND OTHER SITE DEVELOPMENT. EQUIPMENT THAT IS SPECIFICALLY DESIGNED TO REDUCE SURFACE IMPACT AND OPERATE ON-SITE STORAGE. WHERE STORAGE IS REQUIRED,ALL PLANTS SHOULD BE KEPT MOIST AND W - EFFECTIVELY ON SOFT SOILS MAY BE ALLOWED UNDER THE SUPERVISION OF THE SHADED. 3. THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND ENVIRONMENTAL CONSULTANT \ C0 Q =" LL INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY N .E 3. PLANT STOCK SHALL BE HANDLED IN A MANNER THAT WILL NOT BREAK,SCRAPE OR TWIST s _ ACCURACY D ALL FINISH GRADES WITHIN THE WORK AREA. WTHEHICH CONTRACTOR SHALL REPORT 3. THE USE OF HERBICIDES APPROVED FOR APPLICATION IN PLANTING AREAS SHALL BE ALLOWED ANY PORTION OF NE PLANT. PROTECT PLANTS AT ALL TIMES FROM CONDITIONS NAT CAN VEGETATED CORRIDOR LLI LL LL O TO THE LANDSCAPE ARCHITECT AND OWNER ALL CONDITIONS WHICH PREVENT PROPER LLI O >.EXECUTION OF THIS WORK. AS A METHOD TO CONTROL THE GROWN DAMAGE THE PLANT(E.G.,SUN,WIND,FREEZING CONDITIONS).OF HIMALAYAN BLACKBERRIES AND NON-NATIVE \ ' HERBACEOUS PLANTS. CURRENTLY THE HERBICIDE"RODEO"IS THE ONLY HERBICIDE $ „\ / ` V 4. THE EXACT LOCATION OF ALL EXISTING UTILITIES,STRUCTURES AND UNDERGROUND UTILITIES, APPROVED FOR USE IN WATER-SENSITIVE AREAS ANY SUBSTITUTE TO"RODEO"SHALL 4. THE PROPOSED LOCATIONS OF WOODY SHRUBS AND TREES SHALL BE FIELD STAKED AND \ 5. IDENTIFIED WITH AN APPROVED CODING SYSTEM OR BY PLACEMENT OF THE ACTUAL PLANT WHICH MAY NOT E INDICATED ON THE DRAWINGS,SHALL BE DETERMINED BY THE RECEIVE WRITTEN APPROVAL PRIOR TO APPLICATION FROM ENVIRONMENTAL CONSULTANT. MATERIAL CONTRACTOR. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES HERBICIDES SHALL ONLY BE APPLIED BY A LICENSED HERBICIDE APPLICATOR. so W AND IS RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. 4. PERFORM GROW-AND-KILL WEED ABATEMENT PRIOR TO INSTALLATION OF ANY PLANT 5. NO TREES OR SHRUBS SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. REMOVE EXISTING PIPE WHERE IN \ _--' Z 5. DISTURBANCE AND IMPACTS TO EXISTING NATIVE TREES AND SHRUBS SHALL BE MINIMIZED TO MATERIALS(EXCEPT TREES)AND AFTER INSTALLATION OF IRRIGATION SYSTEM. CIT WIN PROPOSED PIPE THE GREATEST EXTENT PRACTICABLE, A. APPLY LIQUID FERTILIZER TO ALL PLANTING AREAS PER MANUFACTURER'S 6. A QUALIFIED ENVIRONMENTAL CONSULTANT WILL SUPERVISE PLANTINGS. MODIFICATION TO CAAPP WWIN CONCRETE PLUG. THE PLANTINN G PLAN MAY OCCUR BASED UPON FIELD CONDITIONS AND AVAILABILITY OF PLANT SPECIFICATIONSMATERIAL,ONLY WITH PRIOR APPROVAL OF ENVIRONMENTAL CONSULTANT. \ W 6. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES B. MAINTAIN PLANTING AREAS IN MOIST CONDITION FOR A PERIOD OF TWO WEEKS TO i Q 0 AND SHALL ARRANGE MATERIAL STORAGE SO AS NOTTOINTERFERE WITH THE OPERATION OF PROMOTE WEED GROWN. 7. PLANTING SOIL MIXTURE SHALL BE PREMIXED IN BULK,AND CONTAIN THE FOLLOWING BY �/ so \` O THE PROJECT. ALL UNUSED MATERIALS,RUBBISH AND DEBRIS SHALL BE REMOVED FROM.THE C. SPRAY WEED GROWN WITH RODEO PER MANUFACTURER'S SPECIFICATIONS. VOLUME: 20 PARTS TOPSOIL,10 PARTS PEAT MOSS,1 PART BONE MEAL. Z SITE. D. CLEAR WEEDS ONLY AFTER THEY ARE COMPLETELY EXPIRED. i E. PROVIDE ADDITIONAL SPOT TREATMENT IN AREAS AS NEEDED. PEAT MOSS SHALL BE BROWN TO BLACK IN COLOR,WEED-AND SEED-FREE,DRIED SPHAGNUM i so `\\ ORANGE PLASTICFENCE ,,�t 7. ALL PLANT MATERIAL AND PLANTING SUPPLIES SHALL BE WARRANTED FOR A PERIOD OF NOT F. REPEAT STEPS A THROUGH D IN ALL HYDRO-SEED AREAS. PEAT MOSS,CONTAINING NOT MORE THAT 9%MINERAL ON A DRY BASIS. �.. VC PROTECTION FENCE 50.0' w LESS THAN ONE YEAR FROM THE COMPLETION DATE OF INSTALLATION. ALL REPLACEMENT i STOCK SHALL BE SUBJECT TO THE SAME WARRANTY REQUIREMENTS AS THE ORIGINAL STOCK. 5. ROTOTILL TO A DEPTH OF 4 INCHES,ANY AREAS COMPACTED BY HEAVY EQUIPMENT OR PRIOR _ BONE MEAL SHALL BE FINELY GROUND,RAW,MINIMUM 4%NITROGEN AND 20%PHOSPHORIC ORANGE PLASTIC FENCE O Z ANY DAMAGE DUE TO REPLACEMENT OPERATIONS SHALL BE REPAIRED BY THE LANDSCAPE SITE WORK. ACID. IT SHALL BE DELIVERED IN SEALED BAGS SHOWING THE MANUFACTURER'S GUARANTEED TREE PROTECTION Q CONTRACTOR. AT THE END OF THE WARRANTY PERIOD,INSPECTIONS SHALL BE MADE JOINTLY BY LANDSCAPE ARCHITECT,OWNER,TENANT AND LANDSCAPE CONTRACTOR. ALL ANALYSIS. U _ >�... ° PLANT AND LAWN AREAS NOT IN A HEALTHY GROWING CONDITION SHALL BE REMOVED AND TOPSOIL B. EXCAVATE PLANT PITS FOR SHRUBS AND TREES AS FOLLOWS: o a REPLACED WITH PLANTS AND TURF COVER OF A LIKE KIND AND SIZE BEFORE THE CLOSE OF CONTAINER STOCK: WIDTH=2 TIMES THE CONTAINER DIAMETER,DEPTH=CONTAINERLU THE NEXT PLANTING SEASON. 1. PLACE 4 INCHES TOPSOIL BY HAND AT ALL AREAS TO BE SEEDED. DEPTH. ` \ Z BARE ROOT STOCK:WIDTH=2 TIMES THE WIDEST DIAMETER OF THE ROOTS,DEPTH= 0 8. ALL STAGING ACTIVITIES SHALL OCCUR TO THE NORM.ON THE SITE OF GREENSWARD PARK 2. TOPSOIL SHALL BE WELL-DRAINED,HOMOGENOUS IN TEXTURE AND OF UNIFORM GRADE, DEPTH OF ROOT SYSTEM. � Q NO.4. NO STAGING ACTIVITIES WILL OCCUR WITHIN THE VEGETATED BUFFER CORRIDOR. WITHOUT THE ADMIXTURE OF SUBSOIL MATERIAL AND FEE OF DENSE MATERIAL,HARDPAN, BALLED-AND-BURLAPPED: WIDTH=2 TIMES BALL DIAMETER,DEPTH=BALL DEPTH. - CLAY,STONES,SOD,OR OTHER OBJECTIONABLE FOREIGN MATERIAL CONTAINING NOT LESS SCARIFY SIDES AND BOTTOM OF PLANT PITS TO ROUGHEN SURFACES. EXISTING TREE PROTECTION: THAN 5%OR MORE THAN 20%ORGANIC MATTER IN THAT PORTION OF A SAMPLE WHICH oil OA ` :w , ' W Q PASSES A 1/4"SIEVE WHEN DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE 9. PLACE PLANTS PLUMB IN THE PIT,BACKFILL WITH NATIVE SOIL TO THE ORIGNAL PLANT SOIL /^ 1. PROVIDE TEMPORARY FENCING,BARRICADES,AND GUARDS AS NECESSARY OR REQUIRED TO - DRIED AT 105 DEGREES FAHRENHEIT. LINE,AND TAP SOLIDLY AROUND THE BALL AND ROOTS WATER ALL PLANTS IMMEDIATELY PROPOSED 10'x 8'x 1.5' V PROTECT TREES WHICH ARE TO REMAIN FROM DAMAGE ABOVE AND BELOW GRADE,PRIOR TO THE AFTER PLANTING IF SOIL IS NOT SATURATED TO THE SURFACE. W \ COMMENCEMENT OF CONSTRUCTION. CLEARLY DESIGNATE TREE PROTECTION ZONE i0 BE CLEAR OF 3. TOPSOIL SHALL CONTAIN A PH VALUE WITHIN NCLASS 50 RIPRAP PAD. E RANGE OF 6.5 TO 7.5 ON THAT PORTION OF ANY PERSONNEL OR VEHICULAR MOVEMENT THE SAMPLE WHICH PASSES A 1/4"SIEVE. 10. MULCH ALL WOODY PLANTINGS WITH A MINIMUM OF 3 INCHES OF ORGANIC MATTER(E.G.BARK s MULCH)TO 18 INCHES IN DIAMETER. MULCH SHALL BE WEED-FREE. MULCH MUST NOT MAKE ° A. TREES IDENTIFIED FOR RETENTION SHALL BE MARKED WITH YELLOW FLAGGING TAPE AND 4. TOPSOIL SHALL CONTAIN THE FOLLOWING GRADATIONS: CONTACT WITH THE PLANT STEM. PROTECTED BY BARRIER FENCING PLACED NO LESS THAN 5 HORIZONTAL FEET FROM THE SIEVE DESIGNATION %PASSING OUTSIDE EDGE OF THE TRUNK IN ALL DIRECTIONS OR BENEATH THE TREE DRIPUNE, 1^ 100 11. ALL PLANTINGS SHALL BE WRAPPED WITH AN APPROPRIATE MATERIAL TO DETER DEPREDATION REMOVE EXISTING OUTLET.CONTRACTOR IS' WHICHEVER IS GREATER. CLUSTERS OF TREES MAY BE PROTECTED BY CONTINUOUS FENCING 1/4" 97-100 AND DAMAGE FROM WTLDUFE. �>jTO REMOVE OUTLET WITHOUT DISTURBANCE FOLLOWING THE SAME GUIDELINES NO.200 20-65(OF 1/4"SIEVE) TO THE WETLAND AREA.THE ELEVATION OF B. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE TREE PROTECTION ZONE,INCLUDING, 12. REFER TO LANDSCAPE DETAILS,SHEET 13. INSTALL STRAW WATTLES ALONG THE EXISTING OUTLET IS t 6 FEET ABOVE § Q BUT NOT LIMITED T0,DUMPING OR STORAGE OF MATERIALS SUCH AS BUILDING SUPPLIES, 5. TOPSOIL SHALL NOT BE SPREAD WHEN THE GROUND IS EXCESSIVELY WET. THERE SHALL BE WETLAND BOUNDARY FOR EROSION THE GROUND AT THE OUTLET. M SOIL WASTE IT€MS,EQUIPMENT,OR PARKED VEHICLES. NO PLACEMENT OF WET TOPSOIL WITHIN ANY OF THE REQUIRED MITIGATION AREAS CONTROL - - °' WETLAND BOUNDARY '6 � HYDRO-SEEDING: a g o 2. PROTECT ROOT SYSTEMS OF TREES TO REMAIN FROM FLOODING,EROSION,OR EXCESSIVE WETTING FERTILIZER: air RESULTING FROM DEWATERING OPERATIONS AND COMPACTION. DO NOT STORE CONSTRUCTION 1. ALL DISTURBED VEGETATED CORRIDORS AREAS SHALL BE HYDRO-SEEDED AS SHOWN ON PLAN, MATERIALS OR PERMIT VEHICLES TO DRIVE OR PARK WITHIN THE DRIPUNE AREA OF ANY TREE TO REMAIN. PROTECT ALL PLANT GROWN,INCLUDING ROOT SYSTEMS OF TREES,FROM THE DUMPING OF 1. FOR TREES AND SHRUBS USE INORGANIC(5-4-3)COMMERCIAL FERTILIZER WITH BETWEEN MARCH 1 AND NOVEMBER i. N m , N REFUSE OR MICRO-NUTRIENTS AND 50%SLOW RELEASING NITROGEN.CHEMICALLY INJURIOUS MATERIAL OR LIQUIDS,AND CONTINUAL PUDDLING OF RUNNING 2. SCARIFY SOIL SURFACE TO A DEPTH OF 3 INCHES,TO ENSURE ADEQUATE DEN w ED CONTACT WITH WATER. PROTECT AGAINST UNAUTHORIZED CUTTING,BREAKING,ORSKINNINGROOTS AND 2, HYDRO-SEED MIX SHALL CONTAIN FERTILIZER PER HYDRO-SEEDING SECTION OF THESE SOIL � BRANCHES,SKINNING,AND BRUISING OF BARK. DO NOT ALLOW FIRES ON SEEE.. SPECIFICATIONS a 3. MAINTAIN PROTECTION FEATURES THROUGHOUT THE CONSTRUCTION PROCESS. IMMEDIATELY REPAIR 3. PRIOR TO SEEDING,CLEARLY DELINEATE SEEDING LIMITS USING FLAGS OR NON-TOXIC PANT. ANY ALTERATION TO PROTECTION MEASURES BY CONSTRUCTION PROCESS AFFECT ALTERATIONS TO 3. FOR FINAL FERTILIZING,FERTILIZER SHALL BE A SLOW-RELEASE COMMERCIAL FERTILIZER, PROTECTION MEASURES IMMEDIATELY UPON DIRECTION OF OWNER'S REPRESENTATIVE. MONITOR GRANULAR,WITH HIGH NITROGEN,38%URAMITE OR APPROVED EQUAL 4. HYDROSEED APPLICATION RATE SHALL BE AS SHOWN ON PLANTING LEGEND ON PREVIOUS i MAINTENANCE MEASURES DAILY. - SHEET AND SHALL ACHIEVE 1007 AERIAL COVERAGE. c 4. DO NOT PRUNE WITHOUT EXPLICIT APPROVAL OF THE ENVIRONMENTAL CONSULTANT. WHERE PRUNING PLANT MATERIAL: 5. HYDRO-SEED SLURRY MIX SHALL BE AS FOLLOWS: o c a OF EXISTING TREES IS NECESSARY,REVIEW CONDITIONS WITH THE ENVIRONMENTAL CONSULTANT La BEFORE PROCEEDING,AND COMPLY WITH HIS/HER DIRECTIVES ALL TREE PRUNING OR ROOT CUTTING BIOSOL 7-2-3 FERTILIZER 80(1 POUNDS/ACRE i. PLANT MATERIAL SHALL BE FIRST QUALITY STOCK AND SHALL CONFORM TO THE CODE OF WOOD MULCH - 1,750 POUNDS ACRE Q TO BE PERFORMED WITH SHARP PRUNING INSTRUMENTS;DO NOT BREAK OR CHOP. LIMBS AND/OR POUNDS/ACRE STANDARDS SET FORTH IN NE CURRENT EDITION OF THE AMERICAN STANDARDS FOR NURSERY R0015 GREATER THAN 2"IN DIAMETER SHALL BE CUT ONLY UNDER THE DIRECTION OFA - J--TAC TACKIFIER 50 POUNDS/ACRE Native Plant List g STATE-CERTIFIED ARBORIST. STOCK_SPONSORED BY THE AMERICAN ASSOCIATION FOR NURSERYMEN,INC.(AAN). t�sLWi;:AR 9• �'"�°'W i1 Note. No trees to be planted over the stormwater 2. SPECIES AND VARIETY AS SPECIFIED ON THE DRAWINGS AND DELIVERED TO THE SITE SHALL 6. CUSTOM SEED MIX SHALL BE PROCURED THROUGH SUNMARK SEEDS INTERNATIONAL,INC., rwemere roc cedar rn care 2 avis' iono.c. z alignment. The 38 shrubs to be planted within the o 5. DO NOT CHANGE THE EXISTING GRADE BENEATH DRIPUNE OF TREES TO REMAIN. 1-888-214-7333.THE SEED MIX SHALL CONSIST OF ooa asn Frewrororeww�e z avas _ mgo,c__ z temporary encroachment area. The BE CERTIFIED TRUE TO THEIR GENUS,SPECIES AND VARIETY AND AS DEFINED WITHIN THE 000viasa rsaudasage z,yns" +Bfto.c. a 13 trees and remaining 6 shrubs to be CURRENT EDITION OF INTERNATIONAL CODE OF NOMENCLATURE FOR CULTIVATED PLANTS "'o"'�s° lanted within the vicinity of the mo ISSUED THE INTERNATIONAL UNION OF BIOLOGICAL SCIENCES. MIX COMPOSITION %OF MIXTURE BY PLS SODS s p y [=I E GRADING &EROSION CONTROL: smnm temporary encroachment area. Final plant N�mw E 3. OBTAIN FRESHLY DUG,HEALTHY,VIGOROUS PLANTS NURSERY-GROWN UNDER CLIMATIC NATIVE RED FESCUE 50 srw,o.Me+poa rAw". locations to be determined in the field -zti CALIFORNIA BROME 20 5noii°o"+' mwioaV1s zno.c. 10 o 1. THE WORK LIMITS SHOWN ON THIS PLAN STALL BE CLEARLY MARKED IN THE FIELD PRIOR TO by o landscape professional. ».1°"- CONDITIONS SIMILAR TO NOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF TWO BLUEWILDRYE 20 Rae-Dear OBgwooa cornus seen Gere roov+B• ate• B ¢�n"u; CONSTRUCTION. NO DISTURBANCE BEYOND THE WORK LIMITS SHALL BE PERMITTED. YEARS. PLANTS SHALL HAVE BEEN LINED OUT IN ROWS,ANNUALLY CULTIVATED,SPRAYED, znOC roo n o LARGE LEAF LUPINE 10 Yee Mapb A-CMMe Baro roW18' 5 f O.C. 5 PRUNED,AND FERTILIZED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE. ALL m oo m 2. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES,CONTRACTOR SHALL PLACE CONTAINER PLANTS SHALL HAVE BEEN TRANSPLANTED OR ROOT-PRUNED AT LEAST ONCE IN ami cameo crape Mshoem nervosa B mmovis O- eo gow.m ORANGE CONSTRUCTION FENCING AROUND PERIMETERS OF CONSTRUCTION IMPACT AREA,AND THE PAST THREE YEARS. BALLED-AND-BURUPPED PLANTS MUST COME FROM SOIL WHICH maiea Fare °B'"r'"a Gere rowl8" sfto.c s Temporary z s m� SEDIMENT FENCING AT DOWNHILL PORTIONS OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR - resrr a Tem VC Encroachment CO Q' s WILL HOLD A FIRM ROOT BALL HEELED IN PLANTS AND PLANTS FROM COLD STORAGE ARE P y F �J PROPER INSTALLATION,MAINTENANCE,REPLACEMENT AND UPGRADING OF ALL EROSION AND NOT ACCEPTABLE. _ suee+ar se Enhancement Area- 758 SF �m SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH LOCAL,STATE,AND FEDERAL "E "" `^' "' "¶ " REGULATIONS,AND CWS R&0 07-20. 4. PLANTING STOCK SHALL BE WELL-BRANCHED AND WELL-FORMED,SOUND,VIGOROUS,HEALTHY, vveMern roc ma myeµxere znavas +onoc s Trees -88 m .� FREE FROM DISEASE,SUN-SCALD,WINDBURN,ABRASION,AND HARMFUL INSECTS OR INSECT a Hear arc Ace.ma z _ 7dnoc sa �/ Trees to be Removed 3. GRADING SHALL BE PERFORMED BY HAND AND DURING OPTIMAL WEATHER CONDITIONS AND AT EGGS;AND SHALL HAVE HEALTHY,NORMAL,UNBROKEN ROOT SYSTEMS. DECIDUOUS TREES AND hahs x LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. SLOPES SHALL BE GRADED TO SUPPORT SHRUBS SHALL BE SYMMETRICALLY DEVELOPED,OF UNIFORM HABIT OF GROWN,WITH amioroeoa crape Manoms aerwea mro roans zao or i THE ESTABLISHMENT OF VEGETATION. STRAIGHT TRUNKS OR STEMS,AND FREE FROM OBJECTIONABLE DISFIGUREMENTS EVERGREEN sympmncarpos cs,biar, Tree Replacement Mitigation saornarn groes mre roowB zfto.0 s Trees- 5 TREES AND SHRUBS SHALL HAVE WELL-DEVELOPED SYMMETRICAL TOPS WITH TYPICAL SPREAD sown r 11 Shrubs- 6 4. EE CLEAN WATER SERVICES'EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND. OF BRANCHES FOR EACH PARTICULAR SPECIES OR VARIETY. ONLY VINES AND GROUND COVER - - -- PRO DESIGN MANUAL(REVISED DECEMBER 20087 - PLANTS WELL-ESTABLISHED SHALL BE USED. PLANTS BIDDING INTO LEAF OR HAVING SOFT sa. s`��+ s - '�V" �Ff' ftores: sa�mams r«d +roan a: sa asaa casae uadrn \5 c.�C1 O '� GROWN SHALL BE SPRAYED WITH AN ANTI-DESICCANT AT THE NURSERY BEFORE DIGGING. 5. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 5 H AND GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND 5. CONTRACTOR SHALL NOT MAKE SUBSTITUTIONS OF PLANT MATERIALS IF REQUIRED SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE LANDSCAPE MATERIAL IS NOT OBTAINABLE,SUBMIT PROOF OF NON-AVAILABILITY AND v WATER STANDARDS. - PROPOSAL FOR USE OF EQUIVALENT MATERIAL WHEN AUTHORIZED,ADJUSTMENTS OF 6. CONSTRUCTION FENCING SHALL BE REMOVED FROM SITE UPON COMPLETION OF CONSTRUCTION, CONTRACT AMOUNT(IF ANY)WILL BE MADE BY CHANGE ORDER. ANIELF'�P a SEDIMENT FENCING SHALL BE REMOVED FROM SITE UPON FULL ESTABLISHMENT OF VEGETATION. 6. PLANT SIZES AND GRADING SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK,AS SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,INC. SHEET (AAN). 7. ALL VEGETATION SHOWN ON THIS PLAN SHALL BE MAINTAINED IN A HEALTHY AND VIGOROUS ATION MITIGATION PLAN PREPARED BY 14 g NOT SO MANG NTA NED SDITION HALL E REPLACED WITH NEW VEGETATION AGHOUT THE DURATION OF THE DT THE BEGINNING USE. ALL TOF THE ENVIRONMENTAL SCIENCE & ASSESSMENT, LCC. of NEXT,GROWING SEASON. 30 a CITY OF TIGARD CASE FILE SUB 2014-00010 C O G 9 AS-BUIL L 6 � z " 3: O N � PLANTING NOTES APER CWS R&0 07-20 LANDSCAPE REQUIREMENTS. JUNE 2007 0511812016 Z O Y U � � � m 1. CO NATE Q TRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES. IF THERE IS A DISCREPANCY BETWEEN WHAT IS SHOWN AND THE QUANTITY LISTED,DESIGN INTENT - J O rn NOTE _M N _ ❑ 2. PLAN BASED ON REPORT DONE BY ENVIRONMENTAL SCIENCE&ASSESSMENT,LLC,PATRICK HENDRIX DATED OCTOBER 2014. REFER TO CWS SERVICE PROVIDER AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, d Q Q O LETTER SPL N0.14-002931,DATED-NOVEMBER 6,2014. FIELD NFORMATIONYINSPECTOR GATHERED IN HEREON SHALL BE FIELD VERIFIED PRIOR TO USE V a- 3. r 3. PLANTINGS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND - DESIGN AND/OR CONSTRUCTION. w O r Q w NEWLY INSTALLED PLANT MATERIAL Q O Q V ? 4. NO STRUCTURES,DEVELOPMENT,CONSTRUCTION ACTIVITIES,GARDENS,LAWNS,APPLICATION OF CHEMICALS,UNCONTAINED AREAS OF HAZARDOUS MATERIALS ASW DEFINED BY OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY,PET WASTES,DUMPING OF ANY MATERIALS OF ANY KIND,OR OTHER ACTIVITIES,SHALL BE PERMITTED N O (n LL WITHIN THE SENSITIVE AREA OR VEGETATED CORRIDOR WHICH MAY NEGATIVELY IMPACT WATER QUALITY,EXCEPTING THOSE ALLOWED IN CHAPTER 3. Z LL LL O 5. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT ACTIVITIES. ENHANCEMENT ACTIVITIES SHALL W ~ O H COMPLY WITHTHEGUIDELINES PROVIDES IN LANDSCAPE REQUIREMENTS(R&0 07-20:-APPENDIX D). REMOVE BURLAP CROWN OF ROOTBALL CROWN OF ROOTBALL (� 6. ENHANCEMENT OF THE VEGETATED CORRIDOR SHALL BE PROVIDED IN ACCORDANCE SPL PLANTING PLAN AND WITH R&0 07-20,APPENDIX D. FROM ROOTBALL TO BE 3"ABOVE TO BE 3"ABOVE FINISH GRADE TEMPORARY 2"MOUND FINISH GRADE Lu 7. THE VEGETATED CORRIDOR AND WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES,AND DESIGNED TO BLEND INTO THE NATURAL TEMPORARY 2"MOUND FOR WATER BASIN; Z SURROUNDINGS. - FOR WATER BASIN; CUT THROUGH EROSION REMOVE UPON ONSET CUT THROUGH EROSION REMOVE UPON ONSET CONTROL MATTING WHERE APPLICABLE OF RAINY SEASON CONTROL MATTING 8. PLANTINGS ARE TO BE FLAGGED TO IDENTIFY THE PLANT DURING DORMANT SEASON. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING OF RAINY SEASON PURPOSES. _ HYDRO-SEED d HYDRO-SEED 9. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT,THE APPLICANT SHALL PROVIDE UPDATED �' r =�- I O DRAWINGS,AND IF NECESSARY,OBTAIN A REVISED SERVICE PROVIDER LETTER. -I FINISH GRADE 'w II Z FINISH GRADE Q W _ 12"TOPSOIL iv _ _ I�12"TOPSOIL 10. PLANTINGS SHOULD PREFERABLY BE COMPLETED IN THE FALL(MID OCTOBER-EARLY DECEMBER)OR EARLY SPRING(FEBRUARY 1 AND MAY 1 OR BETWEENOCTOBER _I, �_ i �y F• 1-MARCH 15),WHEN THE SURFACE SOIL HAS BEEN MOISTENED BY THE SEASONAL RAINS PLANTS MAY BE INSTALLED AT OTHER TIMES OF THE YEAR;HOWEVER, II-__III-III-I BACKFILL SOIL MIXTURE BACKFILL SOIL MIXTURE !�Y/ ADDITIONAL MEASURES MAY BE NECESSARY TO ENSURE PLANT SURVIVAL. PER SPECIFICATIONS 2 X R-BALL SUBGRADE EXISTING SUBGRADE O ZTBALL O 2 X 11. THE VEGETATED CORRIDOR WIDTH FOR SENSITIVE AREAS WITHIN THE PROJECT SITE SHALL BEA MINIMUM OF 35 TO 50 FEET WIDE,AS MEASURED HORIZONTALLY ROOTBALL FROM THE DELINEATED BOUNDARY OF THE SENSITIVE AREA. U Z 12. REMOVAL OF NATIVE,WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE o O DECIDUOUS TREE PLANTING SHRUB PLANTING 13. PRIOR TO ANY SITE CLEARING,GRADING,OR CONSTRUCTION THE VEGETATED CORRIDOR AND WATER QUALITY SENSITIVE AREAS SHALL BE SURVEYED,STAKED,AND W TEMPORARILY FENCED PER APPROVED PLAN. DURING CONSTRUCTION.THE VEGETATED CORRIDOR SHALL REMAIN FENCED AND UNDISTURBED EXCEPT AS ALLOWED BY SECTION 3.06.1 AND PER APPROVED PLANS. 14. PRIOR TO CONSTRUCTION,A STORMWATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO ORDINANCE 27,SECTION 43. W 15. REMOVAL OF INVASIVE NON-NATIVE SPECIES BY HAND IS REWIRED IN ALL VEGETATED CORRIDORS RATED"GOOD". REPLANTING IS REQUIRED IN ANY CLEARED AREAS LARGER THAN 25 SQUARE FEET. Lu 16. PRIOR TO INSTALLATION OF PLANT MATERIALS,ALL INVASIVE VEGETATION WITHIN THE VEGATED CORRIDOR WILL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES AND SHRUB SPECIES. 17. PERFORMANCE ASSURANCES FOR THE VEGETATED CORRIDOR SHALL COMPLY WITH SECTION 2.06.2,TABLE 2-1 AND SECTION 2.10,TABLE 2-2. STAKE TUBE TO GROUND TREE OR SHRUB 18. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.11.2 OF R&0 07-20. If AT ANY TIME DURING THE WARRANTY PERIOD THE REMOVE BURLAP CROWN OF ROOTBALL PER MFR'S SPECIFICATIONS LANDSCAPING FALLS BELOW THE 809 SURVIVAL LEVEL,THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTINGS AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND WITH WOOD OR r THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. FROM ROOTBALL TO BE 3"ABOVE BAMBOO STAKE `^ FINISH GRADE PHOTODEGRADABLE,NON-PERFORATED z 19. FOR VEGATED CORRIDORS UP TO 50 FEET WIDE,THE APPLICANT SHALL ENHANCE THE ENTIRE VEGETATED CORRIDOR TO MEET OR EXCEED GOOD CORRIDOR TEMPORARY 2"MOUND BROWSE PROTECTION TUBE, CUT THROUGH EROSIONCONDITION AS DEFINED IN SECTION 3.14.2,TABLE 3-3. FOR WATER BASIN; CONTROL MATTING INSTALLED PER MFR'S SPECIFICATION REMOVE UPON ONSET 2! z o 20. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE,TRADE,OR BARTER,ON ANY OF RAINY SEASON G o NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. HYDRO-SEED 21. APPROPRIATE BEST MANAGEMNT PRACTICES(BMP'S)FOR EROSION CONTROL,IN ACCORDANCE WITH THE CWS EROSION CONTROL TECHNICAL GUIDANCE MANUAL -- o SHALL BE USED PRIOR TO,DURING,AND FOLLOWING EARTH DISTURBING ACTIVITIES. FINISH GRADE z N m 22 PRIOR TO AN SITE CLEARING,GRADING,OR CONSTRUCTION,THE APPLICANT SHALL PROVIDE THE DISTRICT WITH THE REQUIR€D VEGETATED CORRIDOR 12"TOPSOIL I� __ ENHANCEMENT/RESTORATION PLAN IN COMPLIANCE WITH R&0 07-20. I L- BACKFILL SOIL MIXTURE 23. PROTECTION OF THE VEGETATED CORRIDORS AND ASSOCIATED SENSITIVE AREAS SHALL BE PROVIDED BY THE INSTALLATION OF PERMANENT FENCING AND SIGNAGE 2 X RCOTBALL EXISTING SUBGRADE BETWEEN THE DEVELOPMENT AND THE OUTER LIMITS OFTHEVEGETATED CORRIDORS FENCING DETAILS TO BE INCLUDED ON THE DETAIL SHEET. aN a EVERGREEN TREE PLANTING BROWSE PROTECTION DETAIL o 0 MAINTENANCE PLAN: 4 z o i 1. CLEAN WATER SERVICES REQUIRES A TWO-YEAR MAINTENANCE PERIOD FOR VEGETATED CORRIDOR MITIGATION OR ENHANCEMENT PLANTINGS. THE ENHANCEMENT z AREA IS TO BE INSPECTED ANNUALLY,A MINIMUM OF THREE TIMES DURING THE GROWING SEASON AND ONE TIME PRIOR TO ONSET OF THE GROWING SEASON. INVASIVE SPECIES CONTROL IS TO BE CONDUCTED AS NEEDED BASED UPON THE SITE INSPECTIONS. 2. CLEAN WATER SERVICES'SUCCESS CRITERION FOR VEGETATED CORRIDOR LANDSCAPING IS 809 SURVIVAL OF TREE AND SHRUB PLANTINGS DURING THE TWO YEARS FOLLOWING PLANTING. THE VEGETATED CORRIDOR LANDSCAPING SHOULD BE MONITORED ANNUALLY IN THE SPRING OR FALL BY THE ENGINEER OR OWNERS m REPRESENTATIVE(CONTACT DDCA,LLA,ATTN: ALAN DEHARPPORT(503)709-2277(P))TO ASSESS SURVIVAL OF TREE AND SHRUB PLANTINGS IF ANY MORTALITY IS ^m NOTED ON THE SITE,THE FACTOR LIKELY TO HAVE CAUSED THE MORTALITY OF PLANTINGS IS TO BE DETERMINED AND CORRECTED IF POSSIBLE. IF SURVIVAL FALLS `v rn E BELOW 809 AT ANY TIME DURING THE TWO-YEAR MAINTENANCE PERIOD,THE PLANTINGS SHALL BE REPLACED,AND OTHER CORRECTIVE MEASURES,SUCH AS ADDITIONAL 1O In c MULCHING OR IRRIGATION,MAY NEED TO BE IMPLEMENTED. IF REPLANTING IS NECESSARY,THE MAINTENANCE PERIOD WILL BE EXTENDED FOR TWO YEARS FROM THEro rn d DATE OF REPLANTING. �"u of 3. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.11.2 OF R&0 07-20. o z �^�E 4. THERE ARE NO ACITIVITES WITHIN THE WETLAND OR 100-YEAR FLOOD PLAIN. N i 0 In INVASIVE PLANT REMOVAL 1. INSTALL PLANTINGS AS INDICATED ON PLANTING LIST. 2.-REMOVE VEGETATIVE GROWTH OF WOODY INVASIVE SPECIES MANUALLY OR MECHANICALLY IF NEEDED. I 0 3. REMOVE WOODY SHRUB/VINE ROOT MATERIAL BY HAND IN THE GOOD CONDITION COtRIDOR AS TO NOT DISTURB THE SURROUNDING NATIVE VEGETATION. PR�F�s� 4. REMOVE ALL NON-NATIVE HERBACEOUS VEGETATION WITHIN A 3-FOOT DIAMETER FOR EACH PLANTING LOCATION(AS NECESSARY)PRIOR TO INSTALLATION TO ALLOW �Ne ,a SUITABLE AREA FOR LIGHT AND WATER UPTAKE. 5. IDENTIFY ALL NON-NATIVE SHRUB SPECIES FOR REMOVAL BY CONTRACTOR(I.E.HIMALAYAN BLACKBERRY,ENGLISH IVY)WITHIN THE PLANTING AREA ADJACENT TO THE o PROPOSED DEVELOPMENT. THESE SPECIES MAY BE MARKED IN THE FIELD BY A QUALIFIED LANDSCAPER OR BIOLOGIST. EImIRES 1 1 p, SHEET 15 a OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 C C C 0 Z z \ I I I I z 0 ow o 40 O 20' 44Y eO' J r U) 0 Ui I, \ --------------�,, I _— a M N 1 \\ I I O I a4 I I o I SCALE 1. =4o 0 a J ~w .� Ix �1-------------J I ¢ 0 V r F ----,--------------------y------------1 w I I Qv�i�''}Z-------- I Q a V �_ z nua � w a Lu I I I I o I N c�it3lo ----- Z LL W O U. GENERAL NOTES: w I- 0 A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION A DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. B. BACKFILL NOTE UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE \ CWS 184684p CWS 183228 _ i- _ - I I I ... REQUIRE GRANULAR BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE W \ CWS 182926 / •—�a5 SD-EX as o_ �_ � l _ _ SDDI OOG BACKFILL IS PERMITTED.SEE CITY OF TIGARD DETAIL 180.SHEET 27 Z EX S C. LATERAL NOTES:UNLESS NOTED OTHERWISE,ALL LATERALS ARE TO BE 4" ' -C PVC WITH A MINIMUM SLOPE OF 2%.LATERAL CONNECTIONS TO MAIN 06 \ 7 —_s+5m s+so s+ooz .,,. -S SwS�THAVE,°oo. "7+50 s+w %50 Wo _ e+so o�cu t SEWER LINE TO BE MADE WITH MANUFACTURED TEES. \ _ - \ SD-00 D. ALL 2"z 4'STORM SERVICE CONNECTION MARKERS TO BE COLOR CODED Z WHITE. Q SDMH-000 —M E:- \\ OUTFALL- p5 i� 4 B - - I- - - T- - - -I- SDMH-OOE E. SEE SHEET 03 FOR TYPICAL STREET SECTIONS SDMH-GOB CJ L.- / WS 3 I I 183117 I I a SEE SHEET 19 FOR CURB RETURN DETAILS CWS 185710 5 \ / I I I I I - O W \ I I I I J o I I 1 I I I I I CONSTRUCTION NOTES: REMOVE AT 10.0'FROM UPSTREAM END OF PIPE AND CAP WITH CONCRETEO PLUG.REPAIR EXISTING STRUCTURE CWS 182926 AS NEEDED.REMOVE W 1 I I I O DOWNSTREAM OUTLET CWS 185710 AND CONFLICTING PIPE AS NEEDED. Z a S I I I I CAP DOWNSTREAM END OF PIPE WITH CONCRETE PLUG. REMOVE EXISTING PIPE AND REPLACE WITH 10"STORM WITH NEW GRADE. J ----- _-_-----_ L_t C 1---------- 1 ---- 2 IE ELEVATION WILL REMAIN THE SAME. �GN O3 T-CUT ROADWAY PER CWS DETAIL 600. O STORM LINE SD-00 PLAN (PUBLIC) O LINECON ATCTOR TO POTHOLE AND THE STORM LINE CROSSING. CONFIRM ELEVATION OF EXISTING SEWER SCALE: 1"=40' N O5 INSTALL CLASS 50 RIP RAP PAD(10.0'X SA'X 1.5')AND OUTLET. CHAMFER OUTLET PIPE TO MATCH PROPOSED BANK SLOPE 225REMOVE EXISTING PIPE AND RELAY WITH NEW END INVERT AND SLOPE, E O BEGINNING INVERT(OUTLET OF EXISTING CATCH BASIN)IS TO REMAIN 225 Y THE SAME. 98.9'CLASS°A"BACKFILL 496.6'CLASS"B'BACKFILL S 220 220 N U U Z 12 V1 y bb_o uj w b 215 I _ 215 EXTG.GND® 210 STORM 210 CENTERLINE = ,5'yc' I z PE 205 _ -_- _ _ --- OF o 205 o PROP.GND 0 /�' 37.4 OF IS' I zo m o STORM / PVC P OF 14 �m'-"� 0 N CENTERLINE 5=0.0092 1360 W fano 2 lZ ao'o z 200ri a zo m M m 200 o o o H 1 F� roo'v Wrn n ��....3 0 195 / -4+= 195 3 v i 190 a 190 of m H ? o 5@ <z o n «o 55 .� 3 a 5 i 185 oo2s S-i� ��s$-z ��s 5- N 8- n 185 2� obs5li Rg� wz� cEq6iv a g� � AS-BUIL T 8 a sz4,n AV-b'- 05/18/2016 c10- -0+25 � eA' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 ' ' SHEET NOTE AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 16 S FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL OF STORM LINE SD-00 PROFILE (PUBLIC) INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. SCALE: 1"=40' HORZ. 1"=5'VERT. 3U a CITY OF TIGARD CASE FILE SUB 2014-00010 `" 0 AS-BUILT Z z s SW INEZ STREET --- -- --------i--- ----i y-------i Z ?, 0 N I I r----� I r ------- I �� I I 05/18/2016 0 w s L------- I `1 I III III I I J r D --- I I � III II II I NOTE QJMN0 y I ---- SD 02 I .,I I I I I s I I I. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, d -J I llY^'J I SEE SH 1e I I I s s FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL a Q ~ 0 a c� ¢ .. .� I I I I I 1 § I I I (, +¢ o---- _ _ 7 III B III J I I I S I G INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE �+ rn N o�� -I l WOMH-01B I I I IN DESIGN AND/OR CONSTRUCTION. a r Q N v¢~i it N o SD-01 _ f��I z I z Q I o SEE SH.11 I, N �]~ 4 1 1 i t 2 I I I N Q O N I L__- 1 _J SDCB-03B-1 I I I - W I I I I 41' p za' 40' ao' Z LL 13� (n LL SDMH-DZC - SW 90THAVE 5 I i - - -\ - ■z� W N I W 1 Lu 0 3 I: �-TR A j 1 so 03 SCALE: 1 =40 N I 4 CL INTERSECTION - - - ss-S -SSeo woo SS 1-SS z+ y S ssss-55- V 7 STA 14+74.64 SW INEZ ST= - a+so aoo STA 10+00.00 SWo, 90TH AVE ; t; Z SDCB-01A-1 SECTION I a / q 1 1 . .. 2 <: __ s I 3 GENERAL NOTES: STA 14+74.64 SW INEZ ST= r F- 1 I Z Q STA 11+25.66 SW 89TH AVE •` III I SDCB-03B-2 I A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION&DEPTH OF Q J 1 SEE 5H.16 I _ 2 III III I I I EXISTING UTILITIES PRIOR TO CONSTRUCTION. a SD-00 SDMH-DOE I ' s - B, ,:_ ;+ o I BACKFILL NOTE:UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE W H I I REQUIRE GRANULAR BACKFILL FOR PIPES OUTSIDE PAVEMENT,NATIVE -------- ------------------'I lz IiI ll I 1Q I j I BACKFILL IS PERMIITW.SEE CITY OF TIGARO DETAIL 180,SHEET 27 O SW89THAVE I I Q uj I I C. LATERAL NOTES:UNLESS NOTED OTHERWISE,ALL LATERALS ARE TO BE 4' SD-O III I I PVC WITH A MINIMUM SLOPE OF 2%LATERAL CONNECTIONS TO MAIN = J `~ SEE SH.18 '''. '. I 1 I 1 1 I I SEWER LINE TO BE MADE WITH MANUFACTURED TEES. I L---- L J L J I I I i D. ALL 2'x 4°STORM SERVICE CONNECTION MARKERS TO BE COLOR CODED O Oft O I - J --- ---- I I WHITE O K7 E. SEE MEET 03 FOR TYPICAL STREET SECTIONS _y LLI a SW 89TH AVE PLAN (PUBLIC) O SEE SHEET 19 FOR CURB RETURN DETAILS j J 0 SCALE: 1'=40' SW 90TH AVE&STORM LINE SD-04 PLAN (PUBLIC) c¢ SCALE: 1"=40' a G Q as CONSTRUCT/ON NOTES: F� 40 240 265 265 co (n 2021 CLASS"B°BACKFILL O.INSTALL STANDARD CURB&GUTTER PER C.O.T.STANDARD DETAIL 125 a 95.7'CLASS°8'BACKFllL� INSTALL STANDARD 5.0'CURB TIGHT CONCRETE SIDEWALK PER C.O.T. N PVI STA=10+70 n 2 STANDARD DETAIL 120 AT TIME OF HOME CONSTRUCTION. N 35 PVI° =z23 at a 235 260 260 i h PVI STA=10+00 -K_= 2.03 O INSTALL STANDARD 6.0'CURB TIGHT CONCRETE SIDEWALK PER C.O.T. o o PVI a" 21&73 K-1203 'g,�N 3 STANDARD DETAIL 120 AT TIME OF ROAD CONSTRUCTION. < S of LP.STA=9+70.00 �•� N� PVI STA=10+80 PVI STA=11+60 o 3 I ¢ LP.ELEV=217.76 ' INSTALL WHEELCHAIR RAMP STANDARD CORNER PER C.O.T.STANDARD o 0 N N AD=3.46% $ems n , PVI ELEV=245.26 PVI ELEV=240.87 O o a 30 C�m��' K=17.32 $$ - -�rn" �� AD=3.16% AD=2.12X DETAIL 128 AT TIME OF ROAD CONSTRUCTION. W +,r, z ++ II + 230 255 <y K=12.65 K=30,17 255 INSTALL STREET BARRICADE AT END OF SOUTH BOUND LANE PER C.O.T. N +,ri o 60.00'VC o N o n ^ 40.00• z 64.00'VC C�5 STANDARD DETAIL 192.CONTRACTOR TO INSPECT EXISTING BARRICADE a F oo, n AND REUSE IF IN GOOD CONDITION. N N¢I $ MATCH EXISTING SIDEWALK AND CURB&GUTTER ELEVATION AND - Lu < Q EXTG.GND 0 $�a $^ ALIGNMENT. a 15 Z } 3. % 225 250 Sl ± 250 .I 9 vzi o a N - n x CENTERLINE ^^ n n N o ¢I N m N ° i J FUTURE ROAD GRADE END SIDEWALK CONSTRUCTION.INSTALL SIDEWALK BARRICADE. G N � I W m I pO o 'r PROP.GNDLIN 0 ]0 }! CENTERLINE 220 245 PROP.GND 0 A 245 W�w - CENTERLINE �� EXTG.GND 0 y TA CENTERLINE CATCH BASIN DATA TABLE Q IS 215 240240 CATCH STREET RIM I.E. Q C.B. TYPE SLOPE PIPE DATA - -Zz BASIN STA ELEV. OUT o -�•- __---, 193.7'OF 12;D .SA.0201 4 SDCB-01A-1 OG-2 10+33.71 �88 *17-70 8.85319 4938•LF o N NE v -3+.•-- 17.32'LT 10°C900 PVC m E .--1 11A64C 21&3 217.8 0.0611 -m 2 Q `I x_00 - ----- SDCB-03B-1 CG-2 11+93.85 4�4 236.48 6.99i LF co+a n p a 10 210 235 235 1as4'LT 12'D.I.P. <W^m IIA173C 2393 23&4 &0041 moo. 1 I, A3 11+93.85 2834 LF •o N` SDCB-03B-2 CG-2 239:24 ?3&80 99868 i z E p1T4 IIA174C 14.70'IT 239.8 23" &0112 10°DIP z w ; AI )5 - a <dd 205 230 230 m 3 m LG 3��iF �FiF iG ? N�� e1 �C3�C3 � m a � o "� `n`i ' "J " "MIS it it 11 " _ i STORM SEWER LATERAL TABLE 1 C� It{ 200 225 -. I pp n n W� 225 �•�{ ��GN14 Z�v N!Op H v w I.E. I.E. COVER LOT $ STA SIZE& LEN 0 ASB 0 ASB SL ASB 0 ASB n 1:4w�w wI n!;+I,y NUM. MATERIAL M.L PLUG PLUG N z -I--N z ---`- �i,.tC p 25± o 7 7 0+85 4"3034 PVC 16.3' Y36:43 M3.4 244.0 9.9096 &0246-b.4'- 4.4 i 65 / o 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 6 0+99 4'3D34 PVC 16.3' 48948 23&3 £T8ft 23&6 99496 0.1143- 62 9 1+53 4'3034 PIC 16.5' 27.!.50 23&7 436.6E 23&3 0,.eM &1155-4.1 2b 10 1+50 a 3034 PVC 45.5 436:52 23&4 437.43 237.4 98498 0. 13--@9'- 2.8 NIEt-� 11 0+98 4'3034 PVC 45.7' 43848 236.0 437:NY 23A0 @,9288 0.0820-g5-- 5.6 exP�1 a SHEET SW 89TH AVE PROFILE (PUBLIC) SW 90TH AVE&STORM LINE SD-04 PROFILE (PUBLIC) 17 0 OF ,o SCALE: 1"=40'HORZ. 1"=5' VERT. SCALE: 1"=40'HORZ. 1"=5' VERT. 30 N i CITY OF TIGARD CASE FILE SUB 2014-00010 -- --- L __ _ - R // / T r -1�' A S-LJ lJ/L / �j M 1I II 8SD 03 I I '�' S i ++i! s II11 I ' III II III II - ❑ 1' 2' 4020' 0 3 Z yZ ----------'-- 17 05/ 8/20q6 6 OOr N r � i , SCALEi = 20 uj L--_ -- L J � ONOTE IAiS 13 O r - AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, N y vv I I I FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA ALL d .:::':' tt Fl .. .:.#:. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE Q Q Q I I I ( I I IN DESIGN AND/OR CONSTRUCTION. GENERAL NOTES.- Q U J f7 F I 7 I �. I IZ I I III I .... 5 A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION§DEPTH OF 0 a r Q I _ 2 _ SDCB-02C-1 I I I I i L- 1 --J ---------------- EXISTING UTILITIES PRIOR TO CONSTRUCTION. Q Q :_ a q / ` -.--2 J 1 __ SDCB-01B-1 B. BACKFILL NOTE:UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE Q (� - ' -.-.- REQUIRE GRANULARPIPES OUTSIDE PAVEMENT TI _ - .. _•::,. .. 2 .... ,• .- .. WOMH-01B I BACKFILL IS PERMITTED.SEE CITY OFTIGARD DETAIL 180,MEET 27 Z O 1L 2 ."' I C. LATERAL NOTES: UNLESS NOTED OTHERWISE,ALL LATERALS ARE TO BE Ir LL o I PVC WITH A MINIMUM SLOPE OF 2X LATERAL CONNECTIONS TO MAIN I SEWER LINE TO BE MADE WITH MANUFACTURED TEES. W LL roo Is+so W O _,„� SD-02 ;V= gWI.E. . u, . , N1ER D. ALL 2'z 4°STORM SERVICE CONNECTION MARKERS TO BE C0.0R CODED AMW : Fr - s -• ^�"-'� STA 14+74.64 SW INEZ ST= T V ST 2566 SW 89TH AVE --` . 1.. ,. :.:, ... .. 3 .. SDMH 02D � _ I E SEE SHEET 03 FOR TYPICAL STREET ACTIONS W SDCB 018-2 \. I Z III .... SDCB-02C-2 _ I _ 2 I SDMH-02B I III STA 14+7 I I r I SD-01 �I I I Ox SEE SHEET 19 FOR CURB RETURN DETAILS. M F---- - � Ir - [or 3 I eo7 s I 1 SDMH-02C INTERSECTION III III SEE SH.11 4.64 SW I NEZ ST= I I II II I I I I I STA 10+00.00 SW 90TH AVE I I I I I III 6 I I 5 I I 4 I I I 3 I Z I 1 I A i CONSTRUCTION NOTES: ZLu (n I' III I _J - I III __ _� � _� L_ J L _ INSTALL CURB AND GUTTER PER CITY OF IIGARD STANDARD DETAIL 126. 00 _ I III I III _ II III ( ' i N u- I I I I I I I I I I I I I SW INEZ STREET&ISTORM LINE SD-02 &SD-03 PLAN (P I 1 O INSTALL O.O'SIDEWALK WITH 5.0'PLANTER STRIP PER CITY OF IIGARD w I I I I -y II _ """ -: '. - -a^ I 2 STANDARD DETAIL 120 AT TIME OF HOME CONSTRUCTION. (�,I �i O 1 L--------- I U B L I C I TAPER STREET WIDTH TO MATCH EXISTING(RT). i•n� w SCALE: 1"=40' O START STA=9+94.86, END STA=10+27.27 U) a 265 265 Oq STAPER TART STREETSTAIWIDTH TO END EXISSTA TING 9+95.12 N W ca PVI STA=9+10 N Z Z PVI ELEV=250.80 3629'CLASS"B'BACKFILL uj LP.STA=9+63.00 O5 END SIDEWALK CONSTRUCTION.INSTALL SIDEWALK BARRICADE. Z LP.ELEV=250.37 PVI STA=10+20 PVI STA=12+00 C J AD=2.02% - - PVI ELEV=249.67 PVI STA=10+90 PVI ELEV=246.35 INSTALL STREET BARRICADE WITH REFLECTORS PER C.O.T.STANDARD C a R 260 K=52.55 AD=0.57X PVI ELEV=248.00 AD=9.75% 260 O DETAIL 192. 0 106.00'VC K=52.95 LP.STA=11+10.00 K=14.36 LP.ELEV=247.70 PVI STA=13+75co ^ 30.00'VC AD=0.89% 140.00'VC PVI ELEV=226.66 Q R K=45.12 L.P.STA=14+42.00 o, 6 m r „ 40.00'VC Fy+ LP.ELEV=225.73 U) 255 m n N g y a AD=9.86X '2.83 II u ± II n o N K=13.59 255 CENTERLINE CURVE TABLE o y, 134.00'VC -FI NUM. STREET REF. PC PT A RAD LEN TAN . 250 O SW INEZ STREET 10+00.00 10+36.45 738'22' 750.00' 36.45' 18.23 a PRO,ECT BOUNDARY - 238 a± LLd r 250 4� SW INEZ STREET 10+36.45 10+67.36 r38'22" 750.00' 30.91' 15.46 $ 9+73.02 SW INEZ ST �' -1,50% II ° �o i ELEV=250.28 ' U C c J RE 245 - \ „�*, 245 Asm CATCH BASIN DATA TABLE Lu 1 ^ CATCH STREET RIM I.E. o $ BASIN C.B. TYPE STA ELEV. OUT SLOPE PIPE DATA 240 -. 240 SDCB-OIB-1 AREA DRAIN 13+85.43 'fP7:29 224.88 8:11F Sfi.4B LF < o 1fA186C TYPE 1'I 1232'LT 227.3 2238 omm 10"C900 PVC o I EXTG.GND O 13+70.78 1.4 t;74 LF o 235 �7r CENTERLINE 235 1�taeAc 16-2 -3O 15.50'RT x`68 23550 221.0 0= 10"C900 PVC o j 10+90.59 .8 33 41 LF \ SOCB-02C-1 CG-2 {43:06 24696 47876 Bc h< 11A171C 1261'LT 2478 243.4 0.1258 10'C9GO PVC H - PROP.GND O a CENTERLINE \ z� SDCB-02C-2 CC-30 1,+13.26 66 �0 �4 12174.82-LF Q 230 3 230 1fA170C 15.25'RT 247.1 244.5 0.4462 t0"C900 PVC0 W m \ it ion omm z awn"�9 225 225 mo n nn Oc m m -oom _ STORM SEWER LATERAL TABLE e N 220 220LOT IZE I.E. LE COVER NUM. STA MATERIAL LEN ® ASBO ASB SL ASB 0 ASB o M.L PLUG PLUG 1 0+29 4"C900 PVC 31.2' =" 22L4 9238+2254 0O 0.07 -4 BD q1 215 _ 215 2 1+02 4'�Ja IWC 31.3' 220.4 231.4 &9199 110803-9.4' 7.2 ®+ y 3 1+21 4'3034 IWC 31.2' 2iQ94 229.9 2323 49299• 0.06730.06739,1'- - 8.0 PR 3 y 4 2+32 4'3034 PVC 31.1' 236,24 2354 236,92.24J DAM 0.1876-9.0 5:9 4665 , ' +L C9 5 2+76 4'3034 PVC 30.9' 237.7 2423 9,929& 0.1288�.� 82 210 v��N W- �6 Noo II II 11 <x7 II -.-.w W o II v rr i I i u n ---E,� oN II ° x S a�-W.I.n^y{-ol•a 210 6 3+23 4"3034 PVC 31.0' 240.8 24.6 69999• 0.0339-&9''- 3.7 .H-.I- S "a^" 3`W-' I 3`-' 3 z 3 +�I z z z z o oma+ .'c' o i m o��" ,�z,z chi T 12 1+26 4'3034 PVC --w 2�.5 233.8 19BNB• 0.0740-8b= 7.5 CQ Ni r �P K g r ` 13 097 V 303PV36.8' ,92 0.9 29CA93 o +-- �y�m+ter N HE o��li�-e v as .a a n Ir a• a N ¢ a .- 14 0+50 4'3034 PVC J8.6' 225.2 2288 09288• 0.03{49= 0.1 SHEET 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 15 0+00 4'3034 PN 30.7 220.1 231.4 919e9 Masse�,� 57 18 OF SW INEZ STREET &STORM LINE SD-02 &SD-03 PROFILE(PUBLIC) N SCALE: 1"=40 HORZ. 1"=5' VERT. CITY OF TIGARD CASE FILE SUB 2014-00010 Iz30 C G G 0 z Z o O o Z N � r (� � Y U CC) w E '^ Q J M 04 o a d I ■ Q O a r z_ N SCALE: 1" = 10' PC=STA 10+39.21,SW 90TH AVE= PT=STA 10+38.79,SW 90TH AVE= Q V 256 - - 2556 STA=0+0.0,CURB RETURN STA 0+39.14,CURB RETURN _ W PVI=0+36 TC ELEV=246.21 .a TC ELEV=246.14 O LL 254 6.0'VC _.-. PVI=0+06 FL ELEV=245.71 TC=246.45 I c R ELEV=245.64 z LL � N LL 0 PVI=0+28 4.0' --.-. 246.27 a FL=245.95 R=3295.0' .. ` 246.26 LLJ H O �. ___---_- _..___ 6.0'VC-_ PVI=0+0 LI 252 ELEV=247.97 5.00'VC ELEV 246.21 252 246.73 N A=901754" TC=246.17 245.86256 256 d. EXISTING T=25.13' R=245.67 ! PVl=0+12 20 PT=0+39.40_- .._.... ._ GROUND __._ PC= +00.0 - 250 24675 �i 245.91 ST =-0 06.01 i;: f FL4246.61 I 3/4A �A1 254 ---------- I H.P.STA=0+14.86 W 248 .1.98%-2. - 5.3476 248 / FL=245.76 \ 246.53 10.0'VC I Z . .._ _ _ l° -- --- 1.90% -7$00 247_80 �ti4 TC-FL=246.61 I �og� 252 �-PROPOSED TOP OF g 252 5.85X - -- X 2.32X - ---- --- - I1 TC=FL=245.74 -- -- - ! ORB ELEVATION o ' 246 -_.._ ---- --- 1.90% 1.92X-_ _.._...- 246 a' .f ° a TC=R=246.69 o' c e d 250 -- -----o u o 25D 23?R ° TC=R=245.79 A. RAMP It 244 CURB ELEVATION ^--G 244 6 26 248 d" 248c 242 TC=247.45 1/2A FL=2410 -1. % FL=246.95 FL=246.79 66% 4.84X,I 246 (JQn 246 240 W H w H-d� `>J` 240 3/46 TC=246.36 •25X __ _F_..._..-_ �„,,, .-_- TC=247.53 R=245.88 W RAMP FL=247.03 1/4A 244 .� --.__.....__ M o, I 244 PC=STA 11+75.87,SW INEZ STREET= ?n 0 238 - 238 - PT=STA 10+93.87,SW INEZ STREET= I TC=246.30 ^ ,�rn-i ' EXISTING 0+50 0+40 0+30 0+20 0+10 D+0 -0+10 -0+20 STA 0+39.40,CURB RETURN R=2450 STA=0+00.00,CURB RETURN 242 0 -N o-�+,�o------ --- ----- ""GROUND _ 242 TC ELEV=247.97 TC ELEV=245.98 - n u n n I n I Z FL ELEV=245.48 >F ; CURB RETURN 0 FL ELEv=24za7 240 � ��a-- -�N-- - --- zao � SCALE: 1"=10'HORIZ. 1"=5' VERT. 1 - - 1400 - - �- - - 1+50- L=39.14' - -iz+0o W N - -�- R=25.0' 238 238 SWEVEZSTREET A=89.42'06° 0+50 0+40 0+30 0+20 0+10 0+00 -0+10 W T=24.87' CURB RETURN CURB RETURN OO SCALE: 1"=10'HORIZ. 1"=5'VERT. 0 SCALE: 1"=10' U 00 y� Y LEGEND. PC POINT OF CURVATURE to' 0 5' m' 20' - PT POINT OF TANGENCY Lu ¢ Q GB GRADE BREAK N °` SCALE: 1 =10 1/46 QUARTER POINT OF CURVE SW17VEZSTREET 1/26 MID POINT OF CURVE a L=39.26' �o R=25.0' 3/46 THREE-QUAREIER POINT OF CURVE o 234 _ - - A�39'S8'23' - 14+50 - TC TOP OF CURB 0 0 232 ---{----+N- N PVI=0+05- PVI=0+25 PVI=0+36 232 T=24.99' o 6,00'VC FL ROW LINE,BOTTOM OF CURB n o 6.0'VC 6.00'VC PC=STA 14+33.86,SW INEZ STREET= EXISTIN ° N 230 STA=0+00.02,CURB RETURN FILSTA STATION TC ELEV=225.75GROUND ELEV=225.25 1/4A ELEV ELEVATION 228 FL224.96- + - 0 226 -4 °J$ wo - -1.20%-- _ --- - _-a w 226 1/2A , in W S z TC=225.53 R=224.64 T2 224 224 R=225.03 ° �' a m•� j TRANSITION.CROSS Mw on -3. TC=R=224.82 '. az�oSLOPE VARIES.222 222 ac ^N si 3/4A R=224.32220 220 225.6224.96 Es 218 -- --- 218 224.91 a RAMP N c TC=224.80 216 216 R=224.30 I o -0+20 -0+10 0+0 D+10 0+20 0+30 0+40 D+50 224.6 A °p d CURB RETURNI PT=STA 10+86.68)SW 89TH AVE= O I STA 0+39.26,OR RETURN PR N SCALE: 1"=10' HORIZ. 1"=5' VERT. I e TC ELEV=223.96E R ELEV=223.46 ' y AS-BUIL T CURB RETURN O 05/18/2016 ��c�ANIE �P�� SCALE: 1"=10' o NOTE SHEET ti AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL 19 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE g IN DESIGN AND/OR CONSTRUCTION. OF 30 CITY OF TIGARD CASE FILE SUB 2014-00010 C O C o �y 2 V / M Z O O Z2 Z Lo r 0 YU00W ❑m 40' 0 20' 40' 80I- ---------- fA N -------- N ■a Q -1MO ❑ F -1 - -------- SCALE: 1 =40 4 Q Q ~ - +� I III III I p d Q n~i -----------J 0 14 I I Q p w ----------- - ", I II - - r I V w I I 1 Lu L SSB - N I I 7 8 9 Z O a U. LL. W' O I S T I I GENERAL NOTES. W LL LL } A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION&DEPTH OF -- I L SSMH C1 J EXISTING UTILITIES PRIOR TO CONSTRUCTION. B. BACKFILL NOTE:UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE 0TT r U CWS 58356 I REQUIRE GRANULAR BACKFILL.FOR PIPES OUTSIDE PAVEMENT,NATIVE LV SSMH A7 - � / - BACKFILL IS PERMITTED.SEE CITY OF TIGARD DETAIL 180,SHEET 27 Z SW 89THAVE N C. LATERAL NOTES:UNLESS NOTED OTHERWISE,ALL LATERALS ARE TO BE 4" I — w SSC SS—ss PVC WITH A MININUM SLOPE OF 2R LATERAL CONNECTIONS TO MAIN IZf50 SEWER LINE TO BE MADE WITH MANUFACTURED TEES. Z I SS A ,', ,;; D. ALL 2"x 4"SANITARY SERVICE CONNECTION MARKERS TO BE COLOR _Y SS-EX1 x+C SS-A e - In CODED GREEN. w a J SSMH-A2 I SS .— E ALL WATER SERVICES&METERS TO BE 1". a — - a I SEE SH.21 - - 4 a se4to I " -_ ^ i h r s SW 91DTHAVE e——, z N W I 1 W i t I I I CONSTRUCTION NOTES: W Z J -J ::.: j Nc III IIIg tO NOT USED. Z a/ LL r 1 I N 12 , I 11 , I 10 J W ON u I I �W I I O2 CONNECT PROPOSED MAIN TO EXISTING GATE VALVES. L�i1 I 3 O INSTALL FIRE HYDRANT PER CITY OF TIGARD STANDARD DETAIL 542.STA L,f jj 10+43.3,120'RE I I L---- IL----JIL----J �j 06 O CONNECT TO EXISTING STRUCTURE CONTRACTOR TO CONFIRM ELEVATIONS ca --—-- --—--—- PRIOR TO CONSTRUCTION. o SANTIARY LINE SS-A&WATER LINE PLAN (PUBLIC) I Z V Y SCALE: 1"-40' SO INSTALL DETAIL 520.NCLE 1"WATER METER(TYP.)PER CITY E TIGARD STANDARD `Q N SANTIARY LINE SS-C&WATER LINE PLAN (PUBLIC) O INSTALL DOUBLE 1"WATER METER(TYP.)PER CITY OF TIGARD STANDARD V) SCALE: 1"=40' DETAIL 520. 235 235 255 25565 s z EXTG.GND 247'CLASS"B"BACKFILL SANITARY ® a h PROP.GND 0 CENTERLINE 230 230 250 SANITARY 250 o 0 CENTERLINE d U U� W 47.3'CLASS"B" c \ BACKFILL S ti 225 PROP.GND® 225 245 _ \ 245Lu SANITARYI 3'MIN.COVER \ 2 CENTERLINE --\ c 3Sy R � OIWA17 \ kr 220 EXTG.GND® / 220 240 - 240 0 c SANITARY CENTERLINE _ SANITARY CROSSING SW INSTREET zo � _ EZ SD-03 MINW=RUNE 215 3' .COVER Y•�' - _— _ $ 215 235 — 235 %1G AA OSP h 0 � 2 210 gGCSP 210 230 230 SANITARY SEWER LATERAL TABLE m -f� - IS I.E COVER a�,p.,",w NUM. � LOT STA SIZE LEN 0 ASB 0 ASB SL ASB - ® ASB mon 9 0 MATERIAL L m om h W.L. PLUG PLUG i w E 205 _ a a 205 225 _ 225 8 0+43 4"3034 PVC 40.6' -23&89 2349 277.7 9..9200 1 09717 ' A7 �, ' M V � �� O NFi R m N F F ° u N,y ZZ 9 0+16 4"3034 PVC 23.8' P3&7!• 216.7 43438 23&2 88299 un-$Y- S9 U O" o u'si o a < o 10 0113 C 3034 PVC MA' 4336+ =2•934.34=6 8.8299 0.0827 5:' 4,7 a0 0 200 u - 1,n s% n'~' s-� n - x i-• i--• r 11 0+43 4'3034 PVC 45.3' -93588 2368_imaw 2379 8.8299 09881-:- 8.8 a� H2 J y - ,ao ,I 200 220 �a$- n u n $- no�11 220 o<..i .em}pL, c v yo y of g <^n o 2 NOTE:SEE SHEET 21 FOR SANITARY SEWER LATERALS FOR LOTS 7&12. Cppl iTlO 4-! Wp•l�,r� 6� 0.� ,ZJO 3^ AK8 '7vU4O� O FgcwnW iU"o"i n`z" "'`�`.' v_"'~_ �mg nom~ _ pg o+4 83 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 s b 0 AS—BUIL T 05/18/2016 0PANIEv SANITARY LINE SS-A&WATER LINE PROFILE(PUBLIC) SANITARY LINE SS-C&WATER LINE PROFILE(PUBLIC) NOTE SHEET SCALE: 1"=40'HORZ. 1"=5' VERT. SCALE: 1"=40'HORZ. 1"=5' VERT. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 20 Zg FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL OF INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE N IN DESIGN AND/OR CONSTRUCTION. 30 R CITY OF TIGARD CASE FILE SUB 2014-00010 `" SEE SHEET 20 °' 0 FOR WATER LINE � o J 1p. I I } � r .I SEE SH.20._�. s� L--------- Z O -----_ -_------ -- - Z > F -------- --------,� W S I r----1 F ---- 1 .7 � Y U . I III 1 40' p 20' 40' 80' ...I r (n O vI -- I 8 I L:::I 11 I III f Q J M N 11 L---- - L -------� I I SCALE: 1 =40 N ❑ (Q� a r F r- - -- - ---- Q { 11 Q ❑ - (9 2 W z 7 r 4 1z I I I I I Z O - ! I iL-- I 5 .... LL w O E-------- i - -------------------7 GENERAL NOTES. W LL LLI -.-.- -. - - 7 A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE,LOCATION&DEPTH OF O o`o' } T I EXISTING UTILITIES PRIOR TO CONSTRUCTION T U - - I B. BACKFILL NOTE UNLESS NOTED OTHERWISE,PIPES UNDER PAVED SURFACE r S I REQUIRE GRANULAR BACKFILL.FOR PIPES OUTSIDE PAVEMENT,NATIVE LV z o „IZIso r;oo - la so - la+ SSMH-B2 14,50BACKFILL IS PERMITTED.SEE OF TIGARD DETAIL 180,SHEET 27 Z LATER SS C LATERAL OTHERWISE, 4 PVC WITH A MINIMUM SLOPE OF 2TE AL NOTES.UNLESS NOTED 0 EALL LATERALS ARE TO BE %.LATERAL CONNECTIONS TO MAIN -++ •, . I SEWER LINE TO BE MADE WITH MANUFACTURED TEES. ' - SSMH B4 EET '3SW ` \ _ _ D COOED SANITARY SERVICE CONNECTION MARKERS TO BE COLOR06 i. �Y I I I 1 I W r- _...' . .. I .:::. ... ---� I r- ........ I .......:...:. - - I r- ....:....... I ::.::� ---�I ., '1+" � E ALL WATER SERVICES METERS TO BE 1". m III III 1 III I� I N Z I I I i I I 11 Q N J 6 III III 4 1 1 1 3 III Z III 1 II A R ' _ I CONSTRUCTION NOTES: W a W 1 ( I I I I ( I 1 I I { 1 REMOVE EXISTING BLOW OFF VALVE AND CONNECT TO EXISTING WATERJ I 11 I I I I I I I I II MAIN AFTER SUCCESSFUL COMPLETION OF TESTING&DISINFECTION. Z W SEE Si.20 O STRADDLE BLOCK EXISTING MAIN LINE WITH UG CLAMP PRIOR TO J Z L______ LL J I L_ J I L------J I L------J I L___---J 1 L______JI I '' CONNECTION.RESTRAIN ALL JOINTS.A NOTICE OF 72 HOURS TO THE O t I 1 I I II _---- I CITY OF TIGARD IS REWIRED PRIOR TO FINAL CONNECTION. J SANTIARY LINE SS-13&WATER LINE PLAN (PUBLIC) INSTALL SINGLE 1-WATER METER(TYPDETAIL 520. .)PER CITY OF TIGARD STANDARD 2 SCALE: 1°=40' Q IJ,J OINSTALL DOUBLE 1"WATER METER(TYP.)PER CITY OF TIGARD STANDARD DETAIL 520. Z OINSTALL 8"X 8"TEE O INSTALL FIRE HYDRANT PER CITY OF TIGARD STANDARD DETAIL 542. v/ £ 255 255 s STA 13+59,16.50'LT. y 406.7'CLASS•B"BACKFILL O INSTALL BLOW OFF VALVE AT END OF LINE PER CITY OF TIGARD y` STANDARD DETAIL 570. e O7 INSTALL 8"GATE VALVES PER CITY OF TIGARD STANDARD DETAIL 5D3. z 250 _ 250 PROP.GND 0 a rn SANITARY o i \ CI NTERLINE N SANITARY SEWER LATERAL TABLE g 245 - - 1! 3'MIN.COVER U) g \\ 245 LOT STA SIZE& LEN I0 ASB IO ASB S. ASB WOR ASB O NUM. MATERIAL m o 7. OF �� M.L. PLUG PLUG N I ,_ iui I _V P SaQ y9p 1 1+10 4.0900 PVC 25.1' 2238&223.9 -22a-a6 22A7 9:9289• 0.0897-&2; 5.7 < 240 \ � 240 2 1+85 4'3034 PVC 251' 439:48 229.9 33666 231.6 99486 0.0588 7.6 6.3 �\ 3 1+99 4.3034 PVC 25.1' 434:33 231.0 i3i.8 6 23Ai 9.8988• 0.1011141-iY- 5.1 a \\ 4 3+15 43034 PVC 25.1' -249.36 239A 44896 240.7 96299• 0.0271 .2- &1 < 5 3+59 4.3034 PVC 25.1' 24136 241.1 -241:86 241.8 99289 0.0240-1.1: 8.2 0 o w 235 02 \\ EXTG GND 0 235 6 4+02 r 3034 PVC 25.0' 24274 242A 24329 213.0 99494 OM57 1.2; D.7 �!• \ SANITARY TB, \\ CENTERLINE 7 3+88 43034 PYC 43.0' 244.96 236b 343.91-214.1 8948& 0.1718H 3A 3 QS `\ 12 2+04 4 3o34 PVC 43.7 -?31:7?-231.4 43239 23U 89498• OHM " 4.7 230 ' 1 \\ 230 13 1+79 4'3034 PVC 43.1' 2283 23467.2328 89496 0,0188 V 83 ti 14 1+26 4.3034 PVC 43.0' 224A 42844 227A @8486 OA936-{;{- 9.7 $ W 2 \\\ 15 0+76 a•3034%C 429' 2211 224,66 231.1 8.8754 QO958-84- 7.0 w$ � \ 0n E 225 ? 225 - v y \ �c 220 220 0 m . 881'OF 3034 PVC PIT{ c s=omn � 215 NT 215 � pPROg N cNF 165 210 o o 210 4 C RV/L T C a m< °� �� iNn �i3 �I��< •n�� a� on 11 �� P,DrNi'11��@2 q $$ = 05/18/2016 ` A .a 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 NOTE SHEET SANITARY LINE SS-13&WATER LINE PROFILE (PUBLIC) AS-BUILT DRAWINGS IELDRINSPEC IS BASED ED CONTRACTOR. 2 1 0 FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL � INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE OF 'o SCALE: 1"=40'HORZ. 1"=5' VERT. IN DESIGN AND/OR CONSTRUCTION. 30 Y 3 a CITY OF TIGARD CASE FILE SUB 2014-00010 9 STREET TREE TABLE: M STA 11+06,17 RT,SW INEZ STREET 16 INSTALL 2•MIN CALIPER-5'MIN HEIGHT / / r-------------------ar . . -------------- I 1 I Z STA 11+00,25'LT,SW 90TH AVE } OHEDGE MAPLE(AGER CAMPESTRE) INSTALL 2'MIN CALIPER-5'MIN HEIGHT //////I I I I I 6 Q O HEDGE MAPLE(ACER CAMPESTRE) LREENSWAI+dP No 2 I Z LC) LD LJ) STA 11+60,1T RT,SW INEZ STREET / / I 00 LJ.I o 17 INSTALL 2°MIN CALIPER-5'MIN HEIGHT HEDGE MAPLE(AGER CAMPESTRE) LOT 49 )J -------Ak- L------------- J NOT USED r N 0 w O . !or sz Q J M N p I I I 1 dQQa STA 12+43,1T F- RT,SW INEZ STREET I I �� :w { Q STA 11+62,25'LT,SW 90TH AVE 18 INSTALL 2'MIN CALIPER-5'MIN HEIGHT I \ '. V d HEDGE MAPLE(AGER CAMPESTRE) I r Q N O INSTALL 2'MIN CALIPER-5'MIN HEIGHT - w HEDGE MAPLE(ACER CAMPESTRE) I :: ? Q 0 e U' z STA 12+99,17 RT,SW INEZ STREET _ ___ _ : ■ a W H ------------------ ------------------- N L) STA 11+63,25'RT,SW 90TH AVE 19 INSTALL 2'MIN CALIPER-5'NIN HEIGHT i Z 0 LL :�.;� ly O INSTALL 2'MIN CALIPER-5'MIN HEIGHT HEDGE MAPLE(ACER CAMPE.STRE) I I I # 0 HEDGE MAPLE(AGER CAMPESTRE) I 30' 0 t5' 3D' so' W 0 STA 13+78,17'RT,SW INEZ STREET GoI STA 11+00,25'RT,SW 90TH AVE 20 INSTALL 2'MIN CALIPER-5'MIN HEIGHT I I torso : I LOT 51 SCALE: 1" = 30' O INSTALL 2'MIN CALIPER-5'MIN HEIGHT HEDGE MAPLE(ACER CAMPESTRE) I I I I 0 r V -- --- --------- HEDGE MAPLE(ACER CAMPESTRE) I I I { r-- - i W O STA 10+74,25'IT,SW 897H AVE I I I 1S Z STA 10+53,25'RT,SW 90TH AVE 21 INSTALL 2'MIN CAUPER-5'MIN HEIGHT HEDGE MAPLE(AGER CAMPESTRE) O INSTALL 2"MIN CALIPER-5'MIN HEIGHT -----L HEDGE MAPLE(ACER CAMPESTRE) STA 10+15,25'LT,SW 89TH AVE STA 10+25,17 LT,SW INEZ STREET - O INSTALL 2°MIN CALIPER-5'MIN HEIGHT I Z HEDGE MAPLE(ACER CAMPESTRE) O INSTALL 2"MIN CALIPER-5'MIN HEIGHT I 1 I 4 I I Z J HEDGE.MAPLE(ACER CAMPESTRE) I 9 - 10 I Q. ` a STA 10+56,1T LT,SW INEZ STREET ;, #"Fr?.` I I t-__ 1 _ $ INSTALL 2°MAV CALIPER-5'MIN HEIGHT _ _ __-________J W HEDGE MAPLE(ACER CAMPESTRE) i --—--—- --�—--—-- --—-- W STA 10+84,17'LT,SW INEZ STREETO j I�I W INSTALL 2°MIN CALIPER-5'MIN HEIGHT I r , r V HEDGE MAPLE(ACER CAMPESTRE) 'P ��_ :::: I ------ I -- 8 3. 5 11 I I I W STA 11+92,1T LT,SW INEZ STREET I I + I I I I Q W 70 INSTALL Y MIN CALIPER-5 MIN HEIGHT HEDGE MAPLE(ACER CAMPESTRE) L- -- -------- �1 _ _______J I I j < Z L� ---- -- ---- I N STA 12+20,17'LT,SW INEZ STREET 13 14 (A - 11 INSTALL 2"MIN CALIPER-5'MIN HEIGHT I I I I I HEDGE MAPLE(ACER CAMPESTRE) I6 STA 12+49,17'LT,SW INEZ STREET I 7 I II 1Z I I I I 1 Y � I b 12 INSTALL 2'MAV CALIPER-5'MIN HEIGHT ............. ---- N HEDGE MAPLE(ACER CAMPESTRE) 7 I - 8 _ 9 I s 10 11 12 J I L O 14 — —. —.— B -- -- IQ STA 12+82,17'LT,SW INEZ STREET — — — — 1S INSTALL 2'MIN CALIPER-5 MIN HEIGHT b I o HEDGE MAPLE(ACER CAMPESTRE) .. •. . .... .. 1: .. :E .: ' o o; I c°S� o STA 13+64,17'LT,SW INEZ STREET 14 INSTALL 2'MIN CALIPER-5'MIN HEIGHT — - - �_ - +c _ u,oc ,- �i 1450 m HEDGE MAPLE(ACER CAMPESTRE) ,�- SWIIVEZSTREET _._. s I w STA 10+33,17'RT,SW INEZ STREET e... .. - 15 INSTALL 2"MAH CALIPER-5'MIN HEIGHT - - '$ y HEDGE MAPLE(ACER CAMPESTRE) 15 - 20 C o� H I I ( 17 ji 21.1 II M I I III I III III li z 6 I I S I I 4 I I 3 I I Z F E SIGNAGE&STRIPING PLAN: - I ( I I I I 22 — — ----JIL--------JIL--------JIL------- L----- —JIL--------JI -- cis O STA 10+40,SW 90TH AVE --_ __ I I I I I „. a n m a os INSTALL STOP BAR An .f - _ _- r� — YZo,nom nm OB STA 10+32,9'IT,SW 90TH AVE t INSTALL SIGN OSTA 14+36,17'RT,SW INEZ STREET F G rom INSTALL SIGN H 2 4SIGNAGE & STRIPING LEGEND a OSTA 13+68,17'RL SW INR STREET D INSTALL SIGH O O STOP ��. �I24°J--j� �I24'} �--124.1-^� I P" O30°x 30' -1 12" MIN �S O`c' cr a E STA 13+89,4'LT,SW INEZ STREET SW INEZ ST (6°J SW 90TH AVE I6•; SW 89TH AVE I6'I 05 INSTALL SIGN O � � � l O 2 SIDED [. ) 2 SDED O 2 SIDED O AS-BUIL T STA 9+96,2'RL SW 89TH AVE 2 PROPOSED 2 PROPOSED LJ t PROPOSED 1 PROPOSED I'll INSTALL SIGN F 05/18/2076 �P 6 7 trPE.R�n. IrrE'R5-1° ITrE'Rs-zR' T ��rRm STOP BAR-SHALL BE HOT-LAID �gNiEE e ONE 1Y x 16° .. . 30°x 30° ONE 2 xis FUTURE DMOPMENP WRk4, OSTA 9+96 9'RT,SW 89TH AVE PER CITY OF TIGARD SHEET INSTALL SIGN O WAY WAY STANDARDS. THERMOPLASTIC PAVEMENT MARKING NOTE MOUNT TO STREET MATERAS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, O BARRICADE. O FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL �� g PR�osED PROPosm PROPosm SEE PERMANENT SIGNAGE LEGEND INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE OF ON SHEET 25 1 IN DESIGN AND/OR CONSTRUCTION. 30 i CITY OF TIGARD CASE FILE SUB 2014-00010 c C C 0 M AS-BUIL T Z Z N N 05/18/2016 Z W � O O Y U 1100� U m NOTE a -jCn 0 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, IL aQ Q Q FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL Q U J FAHEREON SHALL BE FIELD VERIFIED PRIOR TO USE INDESIGN ND/ORCONSTRUCTION. Q 0- a F w oro -� c� Z ZLL 0 LL w LLJ ~ O } '—(ORAS AP TREE TIES 0 T- U (OR AS APPROVED) r 2"x 2"D.F.STAKES W 2/3 HT.OF TREE Z 8'-0"MAX CROWN OF ROOTBALL TO BE 2'ABOVE FINISHED GRADE 2'MOUND FOR WATER BASIN 2 1/2'BARK MULCH N -11 III — FINISH GRADE III _ _ BACKFILL SOIL MIXTURE J TTI—Iii— W11H FERTILIZER 2 to 2 i/2 x EXISTING SUBGRADE i— ROOTBALL LU 0 STREET TREE PLANTING DETAIL W N.T.S. Q Z NOTE:CITY OF TIGARD WILL INSTALL SIGNS AT DEVELOPERS EXPENSE.DETAILS ARE FOR REFERNCE ONLY. C7 GENERAL SIGNING NOTES: MUTCD TARiE2D-2'RECOMMENDED MINIMUM LETTER HEIGHTS ON STREETNAME SIGNS 1)Contractor shall supply and install all signs,and is responsible for staking sign Mations and obtainin utility Ty Oflt oft TyPe Of S r O,Hiqhway Sped um. wavk HalglaRavtd d'unn"om Leae`Halq" /Dates Mrstaked sign!Dations.Signs shall be located per typist sign location oras shown on plans. InitalQ x,,Csaa Lp Casa —rr� Overhead All Types All Speed Llmks 241riUres 121nchm" 91nches^ 2)All signing shat!conform to the Manual on Uniform Traffic Control Devices and the CDunty's Permanent Post Mounted Mon-Lana Mae man 4o MPH fe b,nnea a Tremae 6lnches Signing Legend. Past Mounted Mull-Gene Less Tfwn 40 MPH 121rwires BNdres 4.b Inches HERETO HERETO 4 Posts-Ammimum of2inx2inx 10ft lvanrzed'Unistrut Teles ar'or 12 a ANYTIME ANYTIME ANYTIME § 9a p 9 gin perforated shall or nnar MPPnree 2-Gere An speed umm 121nches• BMtlms' 4.5 lriPhas' approved equivalent shalt be used.Sign combination and mimimum sign mountin height shall determine post o length.Sign posts and anchors shall be installed per Typical Sign Installation Detail'AID other type ofpost .o„I°`al2-Lana Bevels with speed "n°rzsMP"°"aa°.e"Blank 14M � 4'Inidel upper-Casa Letters AnC 3'Lower-Cam Letters Mey Be Used 6. TOW AWAY TOW AWAY TOWAWAY TOW AWAY TOWAWAV shall be used unless prior approval of the county Traffic Engineer isobtained. 'orDualSuxkedf0--SgneOrOvedieadBig.where StandardLe Haigh.I,ieldSig.Suea J_ ZONE ZONE ZONE ZONE ZONE _� Longer Than 12'1,Lerg61,a'Wtial Upper-Cam with 6"Lovrer-Cam Lelfere May Be Used. 6)Signing material Zo T No Parking Signs:use County standard 12"x 18"with 12"x 6'TOW AWAY o A)Minimum refroreftectiv ty levels shall meet MUTCD table 2A- SW Taylor St It so-ee came sg : ZONE oder. When arrows are used,signs at both ends of the zone shall have N n B Minimum sheeting fora T a)Ir;Ymeran6 mrsraapa„arornym"adrylneNnalsnmcreaxelnmecernrysowayoam 9 g type shall be ASTM III Prismatic �'T at(503)84Sa7236ekre aderkgandkaraNkg abeerrome sigrrs. single snows poinb'ng in the appropriate direction with double arrows in C C)FMorescentyellow-green shall be used for school related signs SW go Ave T , � IaWof. ro freetsMaubedeyedf0meaumardmrth,-dappoachM between a pUvaI.rwaeesr-o-bi m. o)PostmWNedsheetnamaso.si.nbeWIT)skied,rraulba..Wbeinaranadonrop NO PARKING"signs are tobe45°to roadway.45°brackets are acceptable when mounted belowanothersf n a SW Taylor st olid la Ii berdogt ix,es(gnash.libeona(i)sidedandbeisakdwMPakobake ° 9 n PERMANENT SIGNING LEGEND T F)Pl*M mantling type br alabre br.ckals. o N F)Prefaes shah be used kraNslreet name signs. OR%N Remove Eas6ng Sign IN) Fac.Sign 5`16 .01 SW 90th Ave -�- Preg-9I Ip-meeletters AMrrunum Alloy washer 5'ulNres.�upperealklcerrreee Was Ci C, N Remove Existing Sign(N)And(M)Sign Support SUpersaip f—wiMaisbe#!mamas:aNlowercaseletten G)ANseeefnarresign W axkduWsuperacdp(s lOW cerrterj isviad. 3/6•x]/16'Odve RhN T ON H)CdAteIatbns:uMUTCD Gbk ihl,Yfih Nmce rx•—I r3o•—I I-24•— oIntallNBwSign(N) 1 AvaAe ; W=LopW'WaY Install NewSign(N)OnNew(M)SgnSupportSW 90th Ave �T SPEED SPEED E15 S ORem..And Save Exiegng Sign(N) � 1- 1 Typkarsuaat llama0 1. Anchor Sleeve ZX X155'.16"deep Ty#-I lailalwn Far Remove and Save Existing Sign And - i a are„err imaaa°m„a. �”' ffi mm ti Ar imr2Xx2X•.3fiidmp L 35 35 W ®Remove(M)Sign Support \�°; ryPxai sxealNwae sya o. f o 0 Remove And Save Exfelsa Sign(N)And Syn Poet 2^x2 fYdeep ” Inslelletlon Fa vWti'm mm o Locala Collectors (M)Sign Support - lntermdkns. e' M kis ` ¢ OMaintain And Protea Existing Sign(N)And Support E • Po S'�P V-1 m 9 RIx Reinstall Existing Sign(N) a dsue ST a� sy„r -� Speed Signs:24"x 30"on local streets and neighborhood routes uR�aL,��r ,Sol w�' 30"x 36"on collectorand artenal mads d i e M o S,v ® YW4"° M K7/16' f!R wB� T CROSS INTERSECTION Relnstafl Existing Sign(N)On New(M)Sign Support or Rivet ws° The word"LIMIT"shall only be used on speed signs within sty 1 Reinstall Ezisgng Sign(N)Amt(M)Sign Support T,- limits and for all school speed zones. N m Install New Sign(N)And Remstaff(M)Sign Support skere m i Remove Existing Sign(N)And M1 AOChOf a� See MUTCD R24 and OR2-1 forsign details. Save Existing(M)Sign SupportN Sign !sign t N M= Number r /TYPICAL SIGN INSTALLATION $ TEE INTERSECTON Matedals:S=Pedorated Square Breakaway Steal NTS SP=Signal Pole Stainless Steel Clamp - Rc TYPICAL SIGN LOCATIONS „ SL=Stainless Steel Clamp on Street Light a ps. f,Of PITS PR `= 65 -0 WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY o DEPARTMENT OF LAND USE& PERMANENT SIGNING LEGEND DEPARTMENTOF LAND USE a STREET NAME SIGNS c DEPARTMENT OF LAND USE 8 NO PARKING AND SPEED SIGNS o TRANSPORTATION TRANSPORTATION TRANSPORTATION ENGINEERING SECTION ENGINEERING SECTION ENGINEERING SECTION K(y PLOT STAMP:03�13�14 6:OOP KELLYE EFFECTIVE DATE: 3/13/14 WASH CO.# 6510 PLOT STAMP:0311314 5:57P KELLYE EFFECTIVE DATE: 3/13/14 WASH CO.# 6511 PLOT STAMP:03/13/14 6:01P KELLYE EFFE.'TIVE DATE: 3 13 WASH.CO. CAD: 6510.DWG CAD: 6511.DWG CAD: 6512.fWlG / /14 6512 0 SHEET .g 23 g OF e N 30 CITY OF TIGARD CASE FILE SUB 2014-00010 CC e PUBLIC STREET LIGHTING OPTION "A"NOTES: G Q CITY OF TIGARD LIGHT POLE LOCATION TABLENUMERIC SUMMARY N 1.LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, - Z z TWO-PIECE BRONZE,FIBERGLASS LIGHT POLE. POLE NUMBER MH W LUMENS ARM ARRANGEMENT STREET POLE TYPE - O O PGE APPROVED LIGHT POLES ARE: 1 25 FT 47 3830 6 SINGLE 90TH AVE FIBERGLASS PROJECT: GREENSWARD PARK N0. 4 r o Z La L SHAKESPEARE BHT3099S5BL9901 2 25 FT 47 3830 6 SINGLE 90TH AVE FIBERGLASS w 00 W o CMT MDS30-F-100-S2-HS-PC-NP-1B-22 LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN o Y V ti w m ACI DST30FSDN1 3 25 FT 47 3830 0.67 SINGLE INEZ ST FIBERGLASS J r y O rn 4 25 FT 47 3830 0.67 SINGLE INEZ ST FIBERGLASS k+rn N W Q J M N p PGE APPROVED STUBS ARE: SW 90TH AVE ILLUMINANCE FC 0.48 1.04 0.11 4.36 a SHAKESPEARE BHS3099N3BL9901 5 25 FT 47 3830 0.67 SINGLE INEZ ST FIBERGLASS �j c o 0 0 d Q Q F ACI DS6STUB-30CMT P 6 25 FT 47 3830 0.67 SINGLE INEZ ST FIBERGLASS '�12 bo M 106 c o Q JJa Q N 7 25 FT 47 3830 6 SINGE 89TH AVE FIBERGLASS SW INEZ ST ILLUMINANCE FC 0.43 1.03 0.10 4.30 10 Lzu 2.JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. W U O '^ c^ O SW 89TH AVE ILLUMINANCE FC 0.43 0.77 0.13 3.31 8' � Q U ~ O ' N PGE APPROVED JUNCTION BOXES ARE: F .d Z 0 NEWBASIS FCA132418T-00043 - ,'�P-i LL pp LL LL O W QUAZITE A4213418AO17 o ` I-- ARMORCAST A6001946TAX18-PGE z0 H W O HIGHUNE CHA132418HEl o� "ELECTRIC"OR"POWER"SHALL BE IN THE UD MARKING AREA. W O O G W _ Z 3. LUMINAIRES SHALL BE PGE APPROVED 47 WATT LED,24OV,MAST-ARM MOUNTED, --- - .a BRONZE SHOEBOX FLAT LENS FIXTURE WITH A NORMAL POWER FACTOR REACTOR BALLAST, WITH TWISTLOCK P.E.RECEPTACLE. I I Z u „ PGE APPROVED SHOEBOX LUMINAIRES ARE: b«b n• ro a n I 47W GREE STR-LWY-2M-HT-02-E-UL-BZ-700-40K-R-UTL-SPX .m a.m bmlb a.mb I J 9 bmbwbvbnb b.a 10 4.THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED UFE TWISTLOCK, 'I::'. . as aaa«'em bmb I I �J FAIL-ON,ELECTRONIC,105-300 VAC,60 HZ,PER ANSI 136.10,.BRONZE HOUSING,1.5 LUMEN LP TURN-ON,RATED 1000W TUNGSTEN(1800 VA BALLAST)1.5:1 TURN-OFF/TURN-ON.RATIO, SOLID BRASS PLUG BLADES,CONFORMABLY COATED CDS CELL,160 JOULE MOV,2-4 SEC. as,a.m a.m b.m b.r D.., . Z TURN-OFF DELAY. PGE APPROVED PHOTOELECTRIC CONTROLS ARE: b.m b.m b.m b.«b.m b.« ........ `./ S0.0 8483 Lu b. . . b.« b.n b.m b.m T.m b.0 ........ 5.THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED#IOAWG, r '600-VOLT,3-CONDUCTOR,CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT ----- $ PVC JACKET,SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90-C DRY AND 75-C WET. /E I Q/ W FOR 240-VOLT APPLICATIONS,THE PGE WIRING CONFIGURATION IS: LLI BLACK AND RED(HOT) .m p.«b.a b. v cl) I FG.1 ^ N ......... F_I GREEN(GROUND) � ...a d.a 5 u b-«b.0 m .d. � I � � 6I .. ::�::is i:�: 6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO P.G.E.SCHEDULE"95'OPTION 'A"SPECIFICATIONS. ALL MATERIALS AND INSTALLATION SHALL BE APPROVED BY P.G.E. .b.,x b.m b. .v b.a b.0 I 13 I 14 co LIGHT POLES AND STREET LIGHTS TO BE INSTALLED BY P.G.E. b«bv bm «ba b.m i I I y b«b.0 bx b.z+bv s . I.....'.' 7.LIGHTING CONTRACTOR INSTALLER IS SOLELY RESPONSIBLE FOR INSTALLATION OF b.a bm b.m 11 /, CORRECT MATERIAL BASED ON CURRENT PGE APPROVED MATERIAL LIST AND J.)RISDICTION SPECIFICATIONS AND STANDARDS.UGIT POLE AND FIXTURE SUBMITTAL TO PROPER LP JURISDICTION RECOMMENDED. N a I LP = INSTALL PUBLIC LUMINAIRE POLE # ...... _ $ I I g X - _.. ._.-. 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' bss b.n b.n z abr b.a'o•bss b bss bs ba bn b.m b. b.v ba Dm b.ssb b. mbr b.n D.nD xb.n D.n bmb wD.r bm ab.ax ba Dn Bas b.a bn ba b.n rbn b.0 b.m bu bm b.0 bu o.a bmb nb b. b.+bu bbxa by b.a b.n b. � �I�1�� +Dvb by b. b.v b.v D.a ��'' <p N b. .a b.0 b. br by by D,zb+bss ab.a D.a b.xb.,d.a,ba b.m b.m b.a mb.r Dx Dn b.ub ba b.0 ssbm ub.tt bn Dv by ba+b.a by b. bu mbv bm nb b.m bmb .«o. wb.a b® abn b.a b.a b. b..b.ss o.za o.0 bm .a b. d. .mb a,.on a.v bs o.m by ba b.a b.v b.v b.m b.bm b. bss b.a b.n ;� y y o\ h :. ........ J -w--w • '' ''' .m b.n 4a n b.v b.a . ......• ..:.....•... .._..-..... .......... . nb b SWIIVEZS----- 1 brbm nbm U LP ........ LP L.:.:... :..1 LP I LP I I bmb« mb i 3 I I 4 1�.x amP�E I I I I 1 bn b.s b ba � woe I � WW 6 .5 4 I 3 2 I 1 ssbr b.0 ��n Zpw,E _ I I 1 LP Wm b.m b.n b.a b.0 � � (� YYY tltltl N _ N dj � �I I ti ti y�ES PRO�� As-BUIL T 20' 0 0' zo' 40' -°� .€b a) , /c�ANIE �P� o N 05/18/2016 E-1 A Q ■ SCALE: 1" = 20' NOTE SHEET DRAWINGS INFORMATION IS BASED ON CONTRACTOR, DWG.NO 24 0 FIELD SURVEY.AND FIELD INSPECTOR GATHERED DATA.ALL OF INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. ELl 30 CITY OF TIGARD CASE FILE SUB 2014-00010 C G C 0 //�////�I rI EI I II I Grs�ENSWANNIII P I �jZ----- --------- -� --------------- NDRIVEWAY LOCATION TABLE O rvoZ N Z 0 f LOT N0. CENTERLINE OF DRIVEWAY DRIVEWAY WIDTH Yu c LLI w Qm STA 13+53.0 orfs/ I -_-----L------------- J U) O N 1 20 I I`� I mr52 (L Q Q C.4 a SW INEZ STREETS r, ^� A i STA 13+19.0 I I �� ' I !� ��Yi C7 2 SW INEZ STREET 20 �"� o- -————————— Q N 3 STA 12+19.0 I �, r \ Q c z_ SWINEZ STREET 20 I------------------- L------------------- Q V H 4 STA 11+85.0 20 I I r---------- ---- I O ', L LL SW INEZ STREET I I 1 30' 0 15' 30' so' Z LL LL O �, STA 10+85.0 I I W ~ 0 } 5 SW INEZ STREET 20 I i N LOT5r I I LOT 50 I SCALE: 1"= 30' V STA 10+51.9 I I I I 6 SW INEZ STREET 20 r---------------I W Z STA 10+71.6 I I I 1$ 7 2° SW 90TH AVE L20.0 STA 11+25.6 - I 8 SW 90TH AVE 20 i------ i I-` ----------- , }�:>: I:: `W 9 STA A90TH AVE 20 STA 11+59.6 I „I n/ 10 ST BOTH AVE 20 9 w 10 I I F Q ------ 11 SWA90THAVE 20 L- --- M - :C', ------ --- .. --- STA 10+71.6 f- --- --- .. ....:I:: --- --- SW 90TH AVE 2° I I 1 T_jr- ------ 13 SWINQSTREETSTA 2° 8 ----- I .... CC STA 13+38.5 14 SW INE STREET 20 ._ L____--__--__J I I L---_ ______- , STA 13+78.3 -------- ._ �G -----y I W 15 SWINQSTREET 20 i---------- �.i - ------j 1 i 13 1 ( 1 14 ........: a Tle YP 71 1 I I I I I I I I k •tl 412" L ti .-.-.-.-.-.-.-.-.-.-. I 'OR gN -_ - N w CD .5 11R$ SW INEZSTREET ui h ,� z a < I ` I � :.: TTI: I .:,. ...... .r s TYR x z I I I I I I I I I I I I II p T I I I I I I I I I I II .�i�g I o 6 I S 4 I .3 2 I 1 TRA I I I I II -u s I cp—, 2 I I I IL---------J I L---------J I L---- L--------JIL--------JIL---- JIL---------JIL------- I ffE V b N 0 — �PROS 5 a AS BUIL T s 3 05/98/2096 WIIE51 7 ,q NOTE SHEET ti AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ^� EZ FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL INFORMLATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE OF IN DESIGN AND/OR CONSTRUCTION. 30 CITY OF TIGARD CASE FILE SUB 2014-00010 A S-B UIL TM 05/18/2016 0 3: o s STOP SIGN LOCATION r N (INSTALL 4"PVC SLEEVE UNTIL CROSSWA..F' Z Lu a CURB-JOINT NOTE DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING Y U ED SEE STD 3"I.G. SCHEDULE 40 7 DETAIL No.146 '�-5'MIN. SEE NOTE 5 ROW FIELD USURVEY,AND FIELD INSPNCS INFORMATIECTOR GATHERED DATA.ALL ILT DRAWIS BASED ON R 1 I-b PIE W/COUPLING 0T� PC/PT Q J M N o INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 1"BATTER SIDEWALK 8 + (L Q I- ❑ Q 2% IN DESIGN AND/OR CONSTRUCTION. ROAD --i t"6••1" R CURBSIDE e. Ij Q J C7 BOAC T - 3%4" R EG_L I .� 12" O .. 3 )Rq �E Pu LL ❑ a r Q N T 6, YS � ❑ _ C9 Z_ Lu --2"OF 3/4"-0"BASEROCK ° °• A .'° °' o,M. h/\F cP. N Q V F 5" -- DRAINAGE BLOCKOUT s ,•_ LL _ W LL COMPACTED.SUBGRADE 6 --A 3" I.D. SCHEDULE 40 I' _/°' " TRUNCATED DOME (n } BASE COURSE DETAIL 0 -_-_ DWV(ABS OR PVC Z LL PIPE W/COUPLING 24 �--- �� z LL O SIDEWALK ADJACENT TO CURB w,o ° p 16" COMPACTED SUBGRADE ° ° ° ,P�\ m 2� uj O H EXPANSION P`STRIP ANTER __� __5 MIN.- RCW 4 o O 0 0 e Oo Oo O° of �QO �to Y m JOINT(TYP) f V �_Z% �6 Q 0�Q a 1 CONCRETE TO HAVE A BREAKING.STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. OO OO OO ¢ a W PC/PT Z ROAD -• •• • ° 2. EXPANSION JOINTS: WRe d rn I Iali� - I A. TO BE PROVIDED: 3 1)AT EACH POINT OF TANGENCY OF THE CURB. 2"OF 3/4"-0" I 2)AT EACH COLD JOINT. RAMP TEMRE O COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3)AT EACH SIDE OF INLET STRUCTURES. PATTERN DETAIL PLAN VIEW NOTES; 4)AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. ,r+ NOTM - - A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED,NON EXTRUDING, U 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1)AT EACH POINT OF TANGFNCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' - 4' -- -..II 6" 2)AT EACH COLD JOINT. 3. CONTRACTION JOINTS: '^ 2. PANELS 10 BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3)AT EACH SIDE OF INLET STRUCTURES. FLUSH V/ 4)AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. i .. 12:1-_ 3. EXPANSION JOINTS&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT J IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 7-1/2 INCHES. - _ _ Jr7M- g-- ♦A PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILI?Y VAULTS,WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0"OR 3/4"-0",95%COMPACTION. BASE ROCK SHALL BE TO -°'- '^` Q SPACING NCZ T TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE Of STREET STRUCTURE OR 4IN DEPTH +- 000 Z WITH A MINUMUM THICKNESS OF 1/2"AND SHALL OVER ENTIRE CROSS " ,`MIICHEVER IS GREATER. 4" P.C. CONCRETE- 91 °opo 00 0 o r O 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2"RADIUS. 5. DRAINAGE BLOCKOUT- 3"DIAMETER PIPE: 2" 3/4"-0" AGG. BASEROCK-- W 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3"I.D.PIPE WITH COUPLING. D 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE SAW CUT VERTICALLY 18"EACH SIDE Of DRAIN AND REPOURED TO FULL DEPTH OF CUR.'.. NOTES C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' W A MINIMUM THICKNESS OF 4 WCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 30G0 P.S.I. IN 28 DA Y:I. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0'FROM PROPERTY LINES Z. CONTRACTION JOINTS SHALL BE SCRIBED 3/4"DEEP AND RAMP PANELS SHALL BE D_ W SCHEDULE 40 DWV(ABS OR PVC)PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES(SEE NOTE 5 STD DETAIL NO. 126 EDGED ON 4 SIDES. N OVER PIPE. 6. FOR SUBDIVISIONS AN"S"FOR SANITARY ANDA"D"FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2' ASPHALT IMPREGNATED MATERIAL OR EQUAL. LLL 6. FOR SUBDIVISIONS AN"S'FOR SANITARY AND A'b"FOR STORM DRAIN SHALL 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWlO EDGES ON ALL SIDES.. r 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED 9Y ENGINEER. 6. SEE STD DETAIL NO. 146 V� f. NO SCAIF OTT pPISGAM "r' NO SCALE CAT'OPTIGARD � NO SCALE C ypp'IyGARO NO SCAT£ OP TIGARD IPMo,ED a!� ARao,£n Agw0�4D er AwRG,fo as MICHAEL A.STONE.P.E. RPGON MICHAEL A.STONE,P E OaPrON NICHAEL A STONE,P E. .1,uH MICHAEL A.STONE,P.E. CONCRETE owc.No. ." "aP°'gs'°m ° " STANDARD owe N ! ° a° owc.Ho. �r a"�� IL uruA r 2013 SIDEWALK „°A.o"" N ANVARY 2013 CURB125 Rw".,•�.a. CURB & GUTTER � � WHEELCHAIR RAMP DWG.No. oa.°nsmv 1 20 1 25 nq°a,ReTcuJN my JANUARY 2013 1 26 JANOARY 201s STANDARD CORNER 128 �.� � 150J`;�"' :. NX° 6.'��Ot m z w EXISTING DRIVEWAY- p o N¢ MATCH WIDTH &GRADE a 3 z� EXISTING DRIVEWAY- A R/W LINE EXISTING DRIVEWAY- U) F m P¢2 MATCH WIDTH &GRADE MATCH WIDTH &GRADE Z r,�ma A VARIES SEE NOTE 3 A N c= va ,n'nio R/W LINE '-- R/W LINE N SEE NOTE 3 2% 12% ----- ---- SEE NOTE 3 ¢ N/N LLJ o'-�+ VARIES 2% SEE 11 6" Of N .zm¢ 5'MIN NOTE 3 SID WALK SEE NOTE 4 V tMIN 12% SIDEWALK 5'�MIN 1271 -� SIDEWALK o SEE NOTE 2 A 1 - N o M/H SEE 30' MAX /-SEE c N LANDSCAPE NOTE 3 LANDSCAPE 6' 6' LANDSCAPE NOTE 3 I_ANDSCAPF o U'I` STRIP SEE NOTE 2 STRIP 10'MIN STRIP SEE NOTE 2 STRIP i J z 0 ¢w ti ¢ ~ ZU W �¢ oz T-¢' y� 30 MAX - 4¢O 10"MIN 0'MIN (t O 0-w wZ� FI Ai,E 3�a ��, f PROJECTED TCP R/W PR LIAR a� J. wr¢ a R%w `l 3/4" OF CURB 6" YVF-Y1 R/W \Rp,( m U mgr o: 6" O 8" O tC'rr E . z�3 ¢ 3/4" PROJECTED TOP R +%MAX 3 4• PROJECTED TOP y°'mwn c gad o OF CURB MAX / Sao ¢o STREET J� op .p e ° a�C,,o M 0 OF CURB 2%MAX - w STREET _il ORiRf \ a �o o �h,qr\ STREET I ..-.._•AI '7j�q)\� ° zo'-'�p o 4✓� po po°o •.rP.urr>',a•a.•..'..° tM, \ � ! , .° � �, � � a-� -( ow o°pogo ° o°po paoo li-•III _ v3i5"a a' ¢� 000 000 •1 .°. a°a, 2"OF AGGREGATE 000°o 00 sv '�• , SEE NOTE NO. 4 LS a i r w o SECTION A-A (3/4-o") COMPACTED °' m .--k ap o N 2"OF AGGREGATE 2'"OF AGGREGATE �a SECTION A-A (3/4"-0") COMPACTED d4� SECTION A-A (3/4"-0") COMPACTED w I. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 300 PSI AFTER 28 DAYS. z� oin NOTES 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. N076S nz z N m 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS, 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3. EXPANSION&^ON TRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED .oCO PRO E`J ,p ww oMATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. $Jy 2. CURB JOINT SHALT_BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. V� f HE'ER C x -zo o.oSEE STD DETAIL NO146 4865 ,I so' z o v 3. EXPANSION &CON TRAC110N JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED . 3. EXPANSION &CONTRACTION JOINTS SHALL BE 1/2"PREMOLOED ASPHALT IMPREGNATED $ a MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 0o i M¢ 4. DEFORMED X13 REBAR AT 12"EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. (FOR COMMERCIAL DIRVEWAYS ONLY) C YOETTGARD NO SCALE CEIYOPTIGARD "wnaLmar. NO SCALE l'IG:llm NO SCALE C FT1GdA0 SCALE /DgNE1-� a MICHAEL C STONE,P.E. MICHAEL A.STONE,P.E. MICHAEL A.STONE,P.E. MICHA0.A.STONE.P.E. EN-12 7 pq e moo+"g P a DRIVEWAY owc.Na _ m om N STANDARD DRIVEWAY 13-No. # AYaN N, a STANDARD DRIVEWAY owc.Ho. E �pffi ,g COMMERCIAL •Np SHEEP T.°Aan",oaaw"N�b 3ANUAm sms zols DRIVEWAY LOCATIONS AA. 0,3 /LANDSCAPE STRIPS w/CURB-TIGHT SIDEWALK 141 143 26 g OF 30 a CITY OF TIGARD CASE FILE SUB 2014-00010 o AS-BUIL L I Z 05/18/2016 As required in 6 0 N O CONSTRUCT i/2"TO Off typical sections _ 32, _ Z W W o of construction 00 3/4"RAcws LIP Street Street Y 1..1 ti W m CONSTRUCT DRIVEWAY APRON NOTE pI..B '( 16 8 QI J MIN. 3"SAWCUT AND AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, I Area f, T c ,L J j A x4 MIN. Q Q N VERTICAL BREAK A FlEL.D SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL - Ut See 20• N ❑ INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE note 7 TYP T d Surfacing Q Q H O a N' f IN DESIGN AND/OR CONSTRUCTION. g T 1 5' I, ,:. Q J EXISTING °:. Topsoil or as ' PAVEMENT I - Q d SECTION .a o a © directed Bose Material GROUND v4 ` 8 r 18' �bS'\XXV't.C"r. ' 6•, ''QEnD N •�2"OF 3/4•'-0"COMPACTED AGGREGATE c �y 12" V W CURB AND GUTTER ~ SEE POST Q W z O aa.U SUPPORT DETAIL O 11 SEE NOTE 4 1/ �� m$ I -O Ed LULL U_ O CONSTRUCT 1/2"TO J/Ja/1\/) U O LU z M N _ NI ~ 3/4" RADIUS LIP SAWCUT MIN 2' wx U >w"'•- ♦� FROM FACE OF CURB y y- O i. MATERIALS: V r 7 CONSTRUCT DRIVEWAY APRON - y O E _��- 2"X 2"X 63", 12 GA. GALV. PERFORATED STEEL W I// MONUMENT CASE & COVER �' ° L�N a Posr. Z b� A. O) N C O 0 ""T-3 7' • O G) �O AO p y g p- ."T- 2 1/2" X 2 1/2"X 18", 12 GA. CALM. PERFORATED EXISTING .p'- n' N I s ca PAVEMENT "' t'> cV I'a - y N h GROUND O STEEL STIFFNER POST, � d SECTION +- NOTES: .- lIO' aM Lj pmt \/ \\ `� %�`T� 2 1/4" X 2 1/4" LLI X 36", 12 GA. GALV. PERFORATED Z J • Qi d Q i O STEEL ANCHOR. O -Y OF 3/4"-L`"COMPACTED AGGREGATE I. MONUMENT BOXES TO BE CAST IRON OR 6N Min bedding 11 -� �� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH STANDARD CURB ALLOY SUITABLE FOR HEAVEY TRAFFIC below OUt31de Of 6° 6° O LOCK WASHER,OR 5/16"CORNER BOLT. r LOADING#1036 OR 1033 SUPPLIED BY: MIN MIN pipe bell 3/4" - O" O 0 7/16"X 5", GALVANIZED CARRIAGE WITH FLAT AND EAST JORDAN IRON WORKS, INC. Crushed aggregate - LOCK WASHER, 2 BOLTS PER RAIL PER POST. NOTES: (PART NUMBER 3680) O 2" X 8"CROSSRAILS WITH REFLECTORIZED RED AND 13127 STATE AVE WHITE CROSS RAILS. r J 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE MARYSVILLE WA 98271 0 Al TO CURB FACE AS POSSIBLE. (360)651-6144 2' Min Trench SALES REP: (503)367-7925 \ �\ \/j,/ 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N Q 2 COMPLETE CURE AND GUTTER SHALL NOT BE REMOVED UNLESS foundation O FOR STREETS AND HIGHWAYS AND THE OREGON 7 _j 1- DIRECTED BY THE ENGINEER, Stabilization SUPPLEMENT. 0 2. ALTERNATIVE TYPES MUST BE APPROVED if required O Uj 3. WHEN STRAIGHT CURES ARE REMOVED, A MINIMUM OF 2 FEET BY THE CITY ENGINEERING DEPARTMENT. q O 3F-1 BARRICADES OF PAVEMENT FROM THE FACE OF CURB SHALL BE. REMOVED -- - - 6C-8 BARRICADE DESIGN V ' AND REPLACED. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 6C-9 BARRICADE APPLICATION NN : 4. WHEN ENTIRE GUTTER PLATE IS REMNOTEPOST SUPPORT DETAIL .A REMOVED THE EXISTING - 4. MONUMENT TO BE NO DEEPER THAN 6"BELOW 3ALL MATERIALS AND WORKMANSHIP SHALL BE IN r PAVEMENT SHALL CUT BACK AND NEW 6" MONOLITHIC CONCRETE FINISH GRADE. 1. i°T-CU . W T FOR PIPE ONLY PROJECTS. W TAL GUTTER CONSTRUCTETE ACCORDANCE WITHD. 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICTHE CURRENTATIONS FOR HIGSHWTE OF OREGON AY CONSTRUCTION W r 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. 3- SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. _ 4. EARRICADE FOR SIDEWALK IS SIMILAR.' CRY OFTIGAM NO SCALE LT1Y<)):'fl(..\ILO NO SCALE CRY OFITGAGD NO SCA'_E NO SCALE O CITYOF TIGAIID YICMAEL A STONE,P.E. MICHAEL A.STONE,P.E. MICHAEL A.STORE.P.E. MICHAEL A.STONE.P.E. _ GD, CURB KNOCKOUT oWc.No. MONUMENT DWG.NO. +' B TRENCH wG.h. r STREET DWG.NO. ¢ ] JANUAWY 2013 FOR DRIVEWAYS 1 45 ANVAV 2013 BOX 170 180 °GSM p.ap�A 1 92 JANUARY 2013 BACKFILL JAIJTwRr 20,3 BARRICADE nx.4m)aa--ixn �.C s)ew.nn ,�.`x(ircl`ea�rn O. � b Z � N ¢ b d U O ATSTAINLESS Sing.CHANE OR CABLE N V K TTAWFD TO ORIFICE PLATE AND STRUCTURE AS APPROVED.CHAIN OR CABLE G AOT SMPJ1 _ SHALL BE SMALL E)IW W TO ALLOW OPoFlCE 1 x5'CENTERED PLATE m BE REMOVED FROM WIDE.mme In J PLATE AND WIDE TO BE MANUFACRIRED SEE S.DRAWING NO.400 I II III FROM X. HOPE OR Y4"-LESS 51EEL. A A FY#t FRAME AND CRATE I-T Q o WALL SECTION ARD v,. ¢ INTERIWR DIMENSIONS LDW T, fuT x��rm y IN ACCORDANCE WITH P 21&53� MAXIMUM WATER WRFACE ELDARW Y w 510.DWG 3B0y LyRyMLA, ..w 1ST ORIFICE SIZE=23" '.1 1ST ORIFICE ELEVATION=213.50 N (nrmmro SECTION A-A a ¢¢ FRAME:GRATE PER ''A RNelairt Pop. sTa Dwc 4W J: sN.�Pop.N 2ND ORIFICE SIZE=5.3• 2ND ORIFICE ELEVATION=217.&5' AUGN INVERT OF ORIFICE TO WACER REWIRED FOR &PERT OF PONE MULRPtE ORIFIQ-S ¢ B 3 ./ d PLAN ,y STORM SEWER WT ;t/2' >PLATE AND •'k . :.( �/�/�� 3 \ PLAN GUOE(SEE i.. ANCHOR lb WALL YAiFI PLATE RRICKNESS 1.1/4' �` i MA%30' -- ORAWNG NO STAINLESS STEEL WSER FINISH GRADE •p FLOW INVERT V CLAMP OR Y MNL-LESSSTIED-BAN 00qq44I-�� J 18' STEEL-ANC IRS MINIMUM OF 2'MIN. yP BELOWIOGRAIE _ BO' 1 1/2° 1 1 2" m a0 Ai 2 PLACER. I Y WN. I MM. MAXIMUM I WW OC=O 2T• 10'MINIMUM O �Pm W B'L ) Iz ;' FRT '9 B B Yi1cz�3,oa n En s } SECTION B-B y�nm9 n SECTION A-A { ! tg F N CLAMP DETAIL o Ii o :o soup .:p 'o te' P m z o a M mFaa SEF TAPPING COHptETE co-'A'.. tl040M MIWPS 5-12 OR YMM. , I •:.9'9',,j� B. .: o•.V.•y..0 d'.'I EY....3 APPROVED EQUAL I •. 2 1/2'N 1/4'SO.EDGE FIAT BAR N> 3 �- fMXT.1 'STARLESS SME. 6' 32' TVP.GRATE BAR(17 FA.) BB O` 8- 24' 8' e° 27 3/B' 6' 31 1/4' n o m SECTION A-A SECTION B-B 3 18" N NOTES: h FICA PLATE WIDE FFUM CHFIT NNEL NOTES: �"p0.WEEPHOLES GATE AND INCLUDE 80TfdA CHANNEL T. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 1. CONNECTING PIPE AND TEE SHALL BE 4',6',OR 8"AWWA C-900 OR ASTM 3034 PVC,AND ORIFICE PLATE WIDE. 2, INSTALL STRUCTURE ON MINIMUM OF S'OF 3/4•-D"COMPACTED BASE MATERIAL. ONE SIZE LARGER THAN THE ORIFICE OPENING. 21 2. MAXIMUM ORIFICE OPENING SHALL BE 6"DIAMETER. 3. PRE CAST REINFORCEMENT SHALL BE REGAN MEETING ASTM A615 GRADE 60 OR WELDED S0.EDGE FLAT BAR 3•C.To G 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO.390 DITCH INLET. NOTE 3. MEETING ASTM A497 '^CFI PRS N 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO.400,DITCH INLET FRAME )r SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLICATION �}"'•' "'< A,PHILLIPS 5-12 OR A 3'MIN.SPACER IS REWIRED AS C ALL POURED IN PLACE CONCRETE MALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND PLAN AND GRATE. APER EQUAL. X51 R �O 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. B 1)y'STAINLESS STEEL SHOWN.SPACER TO MATCH PLATE WIDE RUMP OF 2"TO 4". V OLT. : BS 6. MAINTAINANCE ACCESS REWIRED TO WITHIN 10'OF CENTER OF BOTH STRUCTURES. DIMENSIONS,WIDTH,MATERIAL NOTE WITH A WATER TIGHT SEAL S. PRE-CAST STRUCTURE'S CONFORMING TO O.O.O.T.TYPE G-2 CATCH BASIN DESIGN/WITH DITCH FRAME AND GRATE SHALL SE NEW STRUCTURAL ASTM A-3R FLAT BAR STEEL OR APPROVED EQUAL 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. INLET lYW ARE AN ACCEPTABLE ALTERNATE.ALL GRATE MATERIALS SHALL MEET C.W.S. STANDARDS AS SHOWN ON DETAIL/400 U OUTFLOW CONTROL ORIFICE PLATE ° DITCH INLET C�anV4T�r Services C1eanWao?Services DITCH INLET FRAME AND GRATE CkanWater )ervKes �ANIE�E STRUCTURE AND GUIDE QeanVJates Ser ices ' DRAWING NO.720 REwsED 11-06 �m eommm°pL i°elm. DRAWING NO.730 REwSED f2-06 °r°°mmMm°°t i.�t°.r. DRAWING N0.400 REVISED 12-oE 0.,-Et�°AIM=1°°=. ' DRAWING NO.390 REVISED 05-07 0u1roo„N:mvv13.LI°°` SHEET a 27 OF ,o 30 W CITY OF TIGARD CASE FILE SUB 2014-00010 y4 AS-BUIL T M d Z Z 05/18/2016 Z6 N 3. 0 =,TE PRAW ARD COVER PRE CAST{i•CoNG. m OVER LEDGE OF AT 1EASf NOTES: AGES(2)SAMTARY NOTE e3/ J ,w p N 1Y N WUTN r= f 1.ALL sREME TS 0 COLIFORM 78 THE covED ONLY AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, Q J M+ REQUIREMENTS OF ASTM C-418. M N ❑ e wt eErItMI 2.MANHDIE STEPS MUST BE TIGHT AND FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL 3.ALL S EM M"M N A MANHOLE SHALL t'FIAT FACE LE(TERINc INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE a Q Q Q BE OF THE SAME GESGR,TYPE,AND IN DESIGN AND/OR CONSTRUCTION. Q J •, 0 SIZE.(MIXING OF UNMATCHED STEPS (RECESSED RUSH) Q L) ^ _ ~ 0 1-i 4' '• IS NOT PERMITTED). \ -._� Q ILL W 1-1/8^ OJ�e NO Wq ST® • Q N ...0 5-3/4Nos0 ® ® �/E� y_ a V p - NO MUM 2Y FROM "d / ANDARD FRMff AND COVER OR ••i. :d'•: V! •L"/E• TCP OF FIRST STEP WATEHIIGIT FRAME AND COVER. ( �f �1 �� J O /E/ VJ LL TO TOP OF CASING STD.DRAWING N0.110-SA/ST h a 1� •�- I 0 a ® L LL y� p OR 40.120 d• O�1O l 0 ^ 0 W LL SET FRAMLu E IN NCI-SHRINK I� 10-3/4• ,��. i GROUT •'...i.•'.{ `✓` / � O I- NOTES : LGIUOE RINGS(2•,4',G!6•) ' J:•4't! ' O O © 0 XU` 1. ALL PRE-CAST MANHOLE SECT TNS SHALL CONFORM TO THE MAR tY ST IN ,e•-N I..D 12' (1)OPEN 9q f P 0 0 REQUIREMENTS OF ASM C-4J& NON-BNPoM(GROUT 2 Al PoURED IN PLACE CONCRETE GMALL HAYS A 2S DAY PICKHOI£' l�pS 705Lu STRENGTH OF 3000 P.S.I.AND SLUMP OF 2'TO 4•. A' •V;' (16)3/4' z & AL MINTS SHALL BE SEALED WTH PRE FORMED GASKETS STANDARD ECCENTRIC COPOLYMER POLYPROPYLENE PLASTIC HOLES AS SHOWN Z SUCH A5 KENT-SEAL NO,2,RAM-NECK,OR AN APPROVED 36'CONE .; SANITARY PLAN VIEW COVER BACK GOO CONFORMING TO FEDERAL SPECIFICATION SS-SW21O. 4. At PIPE CONNECTIONS TO MANHOLE SHAH BE WA1fRIGIT. 1/Z'GRADE 80 REINFORCEMENT ,.°i 24-3 4" Z 5. PIPE-CON ECIWS OF Z4'OR GREATER SHALL REQUIRE A MMWCE AND NS OF FOR ORAL. O 8. PIPE CONNECTIONS FOUR OR MORE MAINMNES SMALL IIMIKK£STEPS S]E• 24 3/4"DIA. REQUIRE A.MANHOLE CONNECTION AND CHANNEL MTAB_ SID GRAWINO N0.100 Ll ). PROVIDE A MINIMUM OF 8'OF INTACT(UNGSIUR. MANHOLE SECTION MINHOIE WALL�1WEEN PIPE BREAKOUTS AS MEASURED (VARVBIE 1'-{') livl3-3f8"FOR W THE INSIDE FACE OF THE MANHOLE. 8. BREAKOUT OF WALL FOR PIPE SHALL BE 27 MINIMUM AND PLASTIC SAFETY STEP1/4,. 7/$' �yMAXIMUM CLEAR OF PIPE WALL caTHIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' a-5/ �V FOR SANITARY CONNECION AND 48'FOR STORM •�.A �.j 8• CONNECTION. 5.4NMUM TT 10.WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND i'•14 (•' - --- I SORER SHALL BE USW IN ALLEASEMENT ANO OFF •�•4.'Q' 2 I/$� � - 51RL£T AREAS. '. .• • � 3' T 6'SQ. 48'NIN. #6310 GALVANIZED BM ,'�.L.:),.•a '/2 L '^ A.T:9 7 1/2"SQ. r cn J MINIMUM 1r LEDGE MATERIALS: �;' %! r 3' PICKHOLE DETAIL Q Z •0 f/FREQUT.SLOPE MVP. • 2'MIN.FRGA TOP OF GALVANIZED: 6 .� i,•p 1Y 2 Q %PE TG MANHOLE •,. 22 1/2" DIA. / O SECTW #5(3/4'DIA.)GALVANIZED DEFORMED REINFGRGNG BAR. .•'J.,:-_. I zs I '... REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. •fk.'a' i 24-1/2^ ^I SECTION VIEWPIPE ICy U L,L,I GALVANIZED CONFORMING WITH ASTM A-123. 31' Ili Q PLASTIC MUST CONFORM WITH ASTM C-478. •�. O n:s•-�;c:•_,; ;�,A .�IYN&PIII SMOOTH-1.CIIIMLL TO comcmu IE STEEL REINFORCING BAR MINIMUM 1/2'GRADE 60. LIQ MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED NOTES: Q 3/4 VERTICAL HEIGHT OF Pl. .••. ..••_ t°x r:tom: WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FGR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS `I •Y,F�P9'•,•1 y"'S YB7N SERRATED SURFACES 2. COYER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS. VI tY MINIMUM OF 9Y-0'COMPACTED -s ,is•.; FCR GALVANIZED STEP 3. COVEN AND PRIME TO BE MACHINED TO A TRUE BEARING ALL AROUND. BASE MATERML 4. NOTCH LID FOR LIFTING HOOK, SUBURBAN AND STANDARD STORM WATER Q STANDARD MANHOLE SW'i= Cl MANHOLE STEP eanWa6er Services MANHOLE FRAME AND COVER QWater Services MANHOLE LID G7eanWafier Serv)ces_ tJ) y ean DRAWING NO.010 REMscD D2-Da oRT nRmmLlmew is clen,' DRAWING NO.100 REVISED 02-03 On,nommilmnv<i,d°N. DRAWING NO.110 SANITARY REVISED 12-06 Onr commilmevl i•e1•N• DRAWING N0. 120 REVISED 12-06 Onr A°mmilm°nM°clear. a v1 ¢ o � In N ONE TWO RECESSED SEVEN N0.IT BARS d U N STANDAR AT TOP OF - B� SEE STANDARD DRAWING NO.320 FOR N0.6 NO.3 A AREA AT STANDARD DETAL 1020. PRIME AND COYER. �-'I U M) FOR LARGE DIAMETER BAR BMS I (n MANHOLES SEE _- IN°Tp:a 0 ;L • Z .I°j y STANDARDDETMLWIN Non .d. . { CD r GRADE RINGS(t.4",OR 81 Ewe Amwm - N O MAXIMUM B°-SEE N17TE6 4 y_d A S T '•' BET IN NCNSHRINKOROUT WT PAVING RINGS NOTALLOWED m'°° 1�' ---- --- -�`d• d L ¢ G A A _ NOTES: _ 1.ALL MANHOLE SECTIONSBHALL ' d•A- ti CONFORM TOTME REQUIftEMENIS �O rms.4)• °°"'N m � - A'� - .• O OF ASTM 0-478 AND APPUCABLE I 4 PROVISIONS OF STD.MANHOLE \ -. '.. 2.INLETANDOUTLETPIPENTTTOMCEED I V°°' 18"DUL 1;• ¢ � 3.PROVICE SPECIAL DUNE FOR CIfILET FL°W CONTR°L FXCEEOING I-M. 60•MINMUM on✓;T FPc,� Z 4.ALL OUTLETS SHALL HAVE FLOW CCNINOL ra0n a�Aj' ,4J WATERTIGHT SEAL RECESSED CURB INLETS DEVOCE' + ANTI.S'PHCN DEVICE PLAN VIEW SNUUT mL-varER-TU E9ls 3EPARAroR iw,amwrm°.n TO BE REINFORCED PIPE TYPE CONCRETE INCE WITH I H IN PLAN Q ` SIZE,AND ACCORDANCE WI1H VMMES TO BEE STD OR UNG N0.320 L° CONNECTION NILS B� CURB TdP DRAWING N0.310 CURB TYPE FOR FRAME AND COVER. -4 °&FLOUT°dL 80EBRIS STOP PER HOG➢S AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE PAVEMENTy ALL WATER NDTRM9 FOR CUTCH BASNIB L , ANOWMANUFA TUREDTRUCTURES SNAIL P�'IV aLAS T AC 4ENTURCII PRBY: �., es BE AS MANUFACTURED BY: 53 MT.-HER D ,. P :• - eFDO H�E MPoO�° BEST HpNq EME".PRODUCTS.INC •.4� _ p ¢ BESTMANAGEMENTPROOUCTS,INC. LYHE,C 6 1/R' N0.6 BM 53 MT.ARCHER�. 60 02 3 - ` A �m�m L04 LYME CT M7 TFEI FREF 8011504 8008 C BBB 354 1583 3'WEEP (MO)434-02TT,(8fi9)4343186 B S .a° stn. HOLES d. O NpMA A01•E Iyx ' �j o m o+& FAXTOLL FREE:(806)6049009 ]. Em PRE APPROv[D EOu 1 OR PAVEIENT ; I ¢W n m 9 N OR(080)354-]685 V 1� 2 ALL WiGDS SHALL BE CONS'R IC 0 III GLASS RETNFORCCD RESIu CDMPDSITY_WITH 'd - WPBSiTE:IROWED QUAL M RSD GEL CO Ex ERID FINISH II'I MINIMUM 012;'LAMINATE THICKNESS. I NAX O if ED OR PRE-APPROVED EQUAL 1 •�. LANDfO0AN➢3 SHALL BE EVE ED I WATERTIGHT ACCESS PORT,A MOUNTING FLMGC. I �OvvE OILS FL°ATABLE DEBRIS ANTI-SIPHON VENT AS➢BIXIN.(SEE CDNFIGURATTGI DETAIN.) ON SURFACE CANNOT FRIT PIPE-- I . THE SIZE A POSMIN OF THE.000 SHALL BE DCTERNINCD BY OUTLET PIPE SIZE AS 6'FORuO£EDW ®6 26/8' > iL; _•' A PER MANUFACTURER'S RECOMMENDATION. 5'WITM m n� SUMPVOLUMEAVMIAME --+ 1 5. Tr¢BOTTOM OF THE HUDO SHALL EXTEND DOWNWARD A DISTANCE OF IS`FROM I.E.OUT. �' • SO B"NCEMENT '/ No. MINIMUM MAIUMUM I FOR PRECAST b. ( OPTION CONST.JOWi [Bs fF m - THE AN S DN VE SIALL EXTEND ABOVE FMD BY MMIMUM OF 3'AND A MAXIMUM OF '.M' 8' /B OF m G 9Jm'ACE AREA i 24'ACCDRD NG D STRUCTURE CONFIGURATION • d• A / BAR a N•MHv ff•4CF 1 i�T�AET0FN-�Er TRI-E HERE THE HOOD I3 MOUNTED SHALL BE FINISHED ••• d 2g^ •• 2T • MEN.11 v1 A LD E MA SECTION A-A SECTION B-B i 8. THE UEL SHALL BE ILLLREIS ATTACHED TO STRUCTURE WALL NUF 3/8'STAINLESS 4 SEE HOOK u STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER.(SEE NOTES A BM OS_ INSTALLATION DETAI•f 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE Ni1H ASM C-Q& 9 INSALLAT N IN m i10wS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED 2 INSTAL STEPS WHEN DISTANCE FROM TOP OF GRAZE TO ROW ONE OF PIPE IS GREATER THAN 48'.SEE STANDARD p INS TALLATIDN K:T. DRAMNG NO,100.SET FIRST SRP 12'FROM IDP OF STATE. ( - PR & INSTALL STRUCTURE ON MINIMUM OF 8'OF Y4'-O'COMPACTED BASE MATERIAL SUMPF'aLEB REQUIREMENTS - I INSTALLATION ION SFIALL INCLUDE- 4. REINFORCEMENT FOR PRE CAST CATCH BASED SHAH BE REBAR MEETING ASTM M915 GRADE 90 OR WELDED NNE �• INSTALLATION INSTRUCTIARS MEETING ASTM M46J. SECTION A-A `• B. PVC ANTE-VENT PIPE AN➢!11 TELL AA➢APTER rA I /2• tiers MINMM•pmWpm F, bT TS O M GASKCT VITH FSA RACKING & ALL POURED IHPLDI FLOW R SHALL HAVE A W DAY STRENGTH. L P.S.I.PLI A SWAP DU Y TO 4". HOOK BAR & CHANNEL REWIRED W ROW THROUGH APPLICATIONS,IS PPPRO4Ep.ALL OIIFR MRICAION3 REWIRE AN 18'SUMP Q' h E: ANCHORS SNIELPS IT Rust BELOW LOWEST PIPE AVERT. DETAIL O >. FULL CURB EXPOSURE REWIRED CANNOT BE LOCATED IN SIDEWALK RINDS OR RAMP MNGS WATER QUALITY WATER QUALITY GUTTER & CURB MANHOLE SNOUT A G7eanWa6erServlees INLET CATCH BASIN GUTTER & CURB INLET CATCH eo �uP (SNOUT) MANHOLE (SNOUT) B G9eanWa�rServices ) ��r'W ``c� BASIN CG-2 REINFORCEMENT G7earLWater Services ANIE� DRAWING NO. 250 REws£D 12-as ow nommiEnom L.ae•T' on.commitmcm l:olwT. DRAWING NO. 300 CG-2 REVISED I2-W °vx commNLmO°L I'LT•°`' ( ) FFXPIII£412 1 T DRAWING NO. 260 NENSED 12-06 DRAWING NO 310 REVISED 12-05 Jnr commimnvti.dl SHEET .e 28 g OF 30 C `" CITY OF TIGARD CASE FILE SUB 2014-00010 G Go g o M � z Z d � U o z MANHOLE LID FACE OF SEE STD.DRAWI YU °�° ry � m AS APPROVED NG 370 q+-T - CURS Vie::."'� �'vo'�.V•.��'� FOR TOP SE0710N DETAILS J 33• .V B M O TTI W PAVING .`p. 0:• A 1.L K i L A A Q U �2- FACE OF CURB • 4' •: N Q LL Q LE Z W 6/Y,Enaf 6oL I BACK OF CURB - Q Q ^ 1�4 �1 3"WEEP HO - A ALU 5¢ Q OPENING 30F"T V D)_ T" Fat vRAME ANDS I•.'.'.-..ti1 O LL so.mYTE RAT eAR FACE cF CONTRACTION PLAN VIEW z SECTION A-A GU ER oINTs LL O f .. >. �' . I W ` LL PRE MO.DED B B W r O H ANC1E I+-3-C' EXPANSION JOINT 3"X2T 2"%3 4 I'• TYP A J FILLER(TVP.) SECTION A-A /4• O n OTTOM FACE OF GUTTER PLAN VIEW PLAN 4'MIN.CURB INLET OPENING NORMAL CUTTER LI�A FLOW LINE TOP-FACE OF CURB TOP-FACE OF GUTTER SECTION B-B PLAN VIEW B 3/a-X 2 1/2"FIAT IIARS BOTTON-FACE OF GUTTERz Ile GN OMNRR MAXIMUM 27-FROM TOP OF FIRST g ¢. STEP TO TOP OF UD. M ® O Irl BACK-BUTTYIM OF CURB SLOPE TO MATCH-SIDEWALK Y WEEP HOLE 1:' .-S::'.:'.•: PAVED ROAD SURFACE aPz _BMM55 DR FOR STD.loo _y U aL° Dom•NaMO '4� O 1: FYXH STEPS V.WEEP HOLE {iV o tl O 38' 54-- FOR POURED IN PLACE LL i LL WITH REINFORCEMENT FOR PRE CAST LU =Tr6. Q N J =TF6 •3� • 1 1/2" 36" a n: PIPE SIZES NOTES: ffi 1L4Z .� V 1.PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE SECTION A-A SECTION B-B O Q PERSPECTIVE VIEW SHOWING > M1TN ASTM C-a7s. FRONT VIEW NOTES: DEPRESSED GUTTER AT CURB INLET 2.NON-SUMP INLET MANHOLE SHALL BE 1. ALL PRE CAST SECTIONS SNALL CONFORM TO REQUIREMENTS OF ASIA C-476 C I 1 Er B 2 G V CHANNELED. 2. pNBTALL SIPUCTIRE ON MIN OF 8"OF '-0"COMPACTED BASf YAIEPoAL 3/"X 2'FLAT 0A`BOTM ENO v 3.ALL POURED IN PLACE CONCRETE SHALL HAVE A 26 DAY 3. NIB CAST RBNFM Ej ALL BE R®AR MEEnNO ASTM Aets GRADE OR WElnm Q R PLAN DDreR BAR6 ND S NOTES: 4. /f s"INfi6R SECTION B-B 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL,ASTM A-36 STEEL,AND BE STRENGTH OF 3000 PSI.AND A SLUMP OF 2x TO 4" ;. ALL PGURFD.INPLACE CONCRETE SHALL HAVE A 28 DAY SIAENGIH O 3000 P.SI.AND A SLUMP HOT-DIPPED GALVANIZED AFTER FABRICATION. CF r TD 4". O N 5. CHANNEL REQUIRED IN FLOW THRGUGH APPLICATIONS.AS APFRGVED.ALL OTHER LCL 2.ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 18' APPUCATDNS REQUIRE AN 18"SUMP BELOW LOWEST PIPE INVERT. AND A SLUMP OF 2"TO 4". SUMP '4 6. NSTPLL STEPS VN FN DISTANCE FROM TOP OF GRATE TO FLOW UNE W PIPE 5 GREATER THAN 3.INSTALL STEPS WHEN DISTANCE FROM TOP OF UD TO FLOW LINE OF PIPE IS GREATER TFAN - 4B".SEE SinNDARO DRAWING NO.100.SET TMST 6TT 12"FROM TOP aF GRATE. \L NOTE: 48',SEE STD.DRAWNG N0.100.SET FIRST STEP 12'FROM TOP GF GRATE AND ALIGN WITH T. PRE-CAST SiRUC1URE5 CONFORMING TO O.D.O.T.TYPE G-2 CATCH BASH INLET ARE AN FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. UD OPENING. 10"MINIMUM OF WTO 0"COMPACTED BASE MATERIAL ACCEPTABLE ALTERNATE(ALL GRATE MATERIALS SHALL MEET GWS. _ ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPUCATIONS. ;.INSTALL STRUCTURE ON MINIMUM OF B-OF%'TO 6-COMPACTED BASE MATERIAL. STANDARBS AS SHOWN ON DETAIL#320) 5 72"MAXIMUM ALLOWED WITH DISTRICT OR CITY APPROVAL.TO AVOID CONFLICTS WITH EXISTING Z uTILInEs. SECTION A-A .g CATCH BASIN AREA DRAINQ CURB INLET MANHOLE �(lean%f;;��ServicesFRAME AND GRATE (CG-2) CleanWater Services INLET CATCH BASIN (CG-30) aeanWator Services \\ TYPE II DRAWING NO. 320 REvrED T2- es REVISED D5-G' "``OOOilr0000M°T`". (CG-48 M.H.) eanWalem Rfu.T... DRAWING NO.380 aevlscD 12-cs e DRAWING NO. 330 DRAWING N0. 350 REVISED O5-07 g N � Y Q � C b � N F O b d U N PLAN PRGPQtTY UNE OR Ln tUtnn h UTILITY EASEMENT \ Z W y 3/4"SQUARE O - p A _,: A B B S NON-SHRINK GROUT O LV Q `2 STANDARD CAST IRON /y O O D f d' FRAME AND COVER Ell DRAWING NO.510, 110 F V D q}' STANDARD MANHOLE S PIPE SIZE AS SPEOFlEO SECURE 2%4 IN PLATS Q GRADE RING AGAINST PLUG W/SACKFUL W D O s O O TO PREVENT PLUG BLDW'OFF ❑❑ D❑/ STORM OR SANITARY 4•MIM \ Q NOTES SEWER-N Q N FINISH GRADE :."+' 1.FOR NEW CONSTRUCTION ALL SIDE SEVER AND SDE STORM PIPELINE O CONNECTIONS TO 8"PND 10'MAINS SHALL BE WITH FACTORY FABRICPTED"TD:-RTDNGS UNLESS OTRBRWASE APPROVED. 2.PIPE MATERIAL SHALL BE ONE OF THE FOLLOINNG Z O + TIGHT PIPE PLUG A PVL A81M-3034.ASTM-6-900 U YMTH B.CONCRETE ASTM Sll�S-s CL2 Z%4 G WCTLE IRON CLASB-50 om.A-20 PVC ASTM- fl ONLY DA-2000 }PRONDE 3/4"-0 FORA e• SECTION B-B F.CAP ANETNG AASHTO M252 ' I Q E PVC RIB MEETING ASTM D 1)84T 2 CLEARANCE \ MINIMUM W 6"AROUND 3.ALL PIPE SHALL BE COLOt COOED: h GREEN FOR SANIT SI ADE SEWERS, I M+ -WIOIE FOR STORK OE NPFSE ER MIN0 �1 MIN I S O� Y. -18+� 12+ RIGHT HEIGHT: TOTAL LENGTH OF 2X4 GROUND t1.N N 3 OF LOTS. AS SHOWN GN APPROVED SEF GF PLANS SURFACE MACNETC E g 1-MN.OVERLAP ••,� SECTION A-A 2X4 MARNNGS 1D FACE STREET LOTH 1.3 O b Ot w y �T COLOR CODE SURFACE '� ° Q w n ROo W N ' j (GREEN-SANI NOTES: (WHITE-S1DRM) O M '°• T.M"ALLEN READ BO115 VSEL MAGNETIC TAPE WITH BLACK LETTERING o " I O Nlw E LONG RECESSED. OHQUND STT M. C'CALTOAUTIONN STORM DRAINN-1.BELOW." Z 2 OO W 9 2 TB HAW BOLT DOWN WVERS PLACE 18"ABOVE TOP OF PIPE AND AGAINST2X0. f_ W W ; 3.MATERIAL SHALL BE MAY CAST rom RCN,ASTM A 4B, CLASS G. PIPE O CON C R E T E ENCASED 3/4"-0 BOTTOM OF WYE 3/4"_0 MIN MGM SLOPE FOR 3/4"-O RPE ZONE -ctrl PRs, `�I FOR PLASTC PIPE D • 8"PIPE-D.00 MATERIAL AS SPECYIED Ppe °e 4'PIPE-O.OZD NO E: DETAIL 9 s MINIMUMT FaA� ��CD 41WI Fa 1. CONCRETE ENCASE ENTRE WYE SECTION AND 45 BEND IF CONCRETE PIPE - MINIMUM 2'D'WOE ELEVATION A / / / T ss. o 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING W PIPE. / 1 S-BV/L / MAINLINE GREATER THAN e"SHALL HAVE A 8"STANDPIPE. Ia, CLEANOUT FRAME SIDE SEWER / SIDE STORM - 05/18/2016 �OgN111111 y STANDARD CLEANOUT AND COVER CbarLWater SeNices PIPELINE © ' Servrces Clean%O .Services DRAWING NO.510 ODT o°';' REVISED 12-06 REMSED 12-06IDR � DRAWING N0.520 NOTE REVISED 12-06 onl 4ommtrm<PL 1.a.... SHEET AWING N0.500 .c AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, �1 FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA.ALL L9 INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE DE IN DESIGN AND/OR CONSTRUCTION. 30 C CITY OF TIGARD CASE FILE SUB 2014-00010 � o 0 N AS-BUILT 0 3: 0 N 05/18/2016 OUTSIDE OF WITHIN T-0" 8'-0"PUE Y J PAVEMENT PAVEMENT III � W NOTE FINISH GRADE 18"CAST IRON 910 SIDEWALK LaL J N o AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, _VALVE BOX TOP a a Q 0 Q FIELD SURVEY,AND FIELD INSPECTOR GATHERED DATA ALL J INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 18"CAST IRON 970 BOX 0 U a r r N DESIGN AND/OR CONSTRUCTION. PROVIDE 24"BYTE 30"MIN SERVICE LINE DEPTH 12 �ROTOCAST"x2BOX, O r Q w " W/12"x20"COVER W/TOUCH Q 0 "' PAD(SEE NOTE 4) Q C) H Z 4THICK CONCRE READ HOLE OR EQUAL - HAND TAMP BACKFILLI-" 18' SIDEWALK ADJACENT TO CURB U) 0 '. LLI LL AROUND TOP SECTION _10 L2"MAX. Z U. 0 2"SQ.OPER.NUT----- 1"SCH.80 STEEL PIPE SHAFT LU LL' OR 1"SOLID STEEL RODI Lu 0 5'-6"-� 5'-0"--8'-0"PUE rr^^ 6"ASTM 3034 PVC 1/8"MINIMUM :!!t1'-6" 0 U s"MAX. 1/4"MAXIMUM CLEARANCE LU OPERATING NUT EXTENSION Z (SEE DETAIL NO.505) -,. [::ROCK GUARD 1/4"STL PLATE 30"MIN SERVICE LINE DEPTH TO BE 5 3/4"DIAMETER \-12"x20"ROTOCAST METER BOX, WHOLE IN CENTER TO W/12"X20"COVER W/TOUCH Z ACCOMODATE MOVEMENT READ HOLE OR EQUAL O OF SHAFT 2 1/2"x 2 1/2"x 3/8"LONG SUPPORTFCOLLAR WELDED SIDEWALK WITH PLANTER STRIP AT CURB H TO SHAF STEEL FLAT BAR ^U \ ASTM 3034 PVC PIPE N07MSURVEYORTO INSTALL TEMPORARY HUB CUSTOMER SIDE J ,^ 3"x 3"x SQUARE 2"LONG AND GUARD STAKE AT LOT LINE FOR L� N NOTES: STEEL SQUARE TUBE METER INSTALLATION. 1)VALVE BOX NOT TO REST 2.BOXES SET IN CONCRETE SHALL BE B-110" SEE PLUMBING CODE V/ NEXT SIZE LARGER. Z ON OPERATING ASSEMBLY COOR�REPTH OF 3.CENTER OF METER BOX TO BE OFFSET I_ 2)OPERATOR EXTENSION 1'FROM PROPERTY LINE. O REQUIRED WHEN VALVE NUT 4.BANKED METERS WITH SHARED SERVICE uj IS DEEPER THAN 3 FEET ® 24" UNE TRENCH SHALL HAVE 18"MINIMUM T (' FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4"MIN 5.IF WATER METER IS LOCATED IN 3/4"-0" METER N 3)CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE L,L AXIS OF OPER.NUT. � 17 Z'ROTOCAST.IF TWO METERS MUELLER B24258 W 4)PROVIDE 24"SQUARE BY 4"THICK 1) EXTEND 2"NUT TO WITHIN 18"OF FINISH GRADE ARE BANKED IN SIDEWALK AREA THEN 5/8"X 3/4"X 1"OR EQUAL CONCRETE PAD AROUND VALVE 24"-- WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM DISTANCE BETWEEN ANGLE STOPS WILL 1"TYPE"K"SOFT COPPER 1111 G r BOX OUTSIDE OF PAVED AREAS FINISHED GRADE BE 24". SEAMLESS AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD - fITV OP TILiARD NO SCALE CRYO GARU NO SCALE CINWTYG.ABD NO SCALE THE 5.KYLE.EODORP.E. T,E000RE S KYLE,P.E. THEOOORE S.KYLE,P.E. TYPICAL GATE ow¢.No. � OPERATING NUT oR No. 4 a„a 3/4" & 1" ow.No. VALVE ",�,o, N'°„�, ,uHuun zD„ EXTENSION 505 ," ""` aaHDARY xo„ WATER SERVICE 520 503 qy:(mJ��fw 4rm $ „ U.m),�.�,� N Z a Y f-2.0� SIDEWALK ADJACENT TO CURB 18" CAST IRON 910 BOXES rr ~ a�K`v i 6 FINISHED GRADE N 18" BREAK FLANGE SIDEWALK ``18"CAST IRON 910 MAX. MINt) 3"MIN. \VALVE BOX TOP Ap VVV \\\ j 6"MAX. o: g m `� > 2"BRASS PLUG Oi n " # PLUGGED TEE PLUGGED GROSS BEND PLUG OR CAP TYP GATE VALVE ¢ N j HAND TIGHT 1 1/2 _/4' DRAIN ) RCC �� :, (SEE DETAIL N0. 503 N - ADAPTER COPPER i-TAR PAPER (MOISTU SWEAT TO FIPT 6" DUCTILE IRON PIPE 2"COPPER TUBING <o RESTRAIN ALL JOINTS W/ (TYPICAL) "FIELD LOK"OR EQUAL GASKETS - R LATERAL PLUGGED CROSS TEE 2"ELL COPPER z �6" MEGALUG RETAINER SLIP ti GLAND (EBAA IRON) / CONCRETE THRUST BLOCK SCHEDULE o CONCRETE PIER 6"GATE VALVE) ZJ. 2" ADAPTER COPPER U'-ICK FLG. x M.J. (BEARING AREA OF THRUST BLOCKS fN SQUARE FEET) SWEAT TO MIPT x 6"FLG. TEE FITTING 90-BEND,TEE,OR 45' 22 1/2' 11 1/4' TYPICAL: V SIDEWALK WITH PLANTER 2.0 SIZE(INCHES) PLUGGED CROSS BEND SEND BEND MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK REQUIRED 2"TAPPED o� STRIP AT CURB Oe 4 01.9 01.3 -- -- MON JOINT PLUG OR 6 04.0 021 01.3 -- NOIRE, M.J.CAP WITH MEGALUG o SIDEWALK THREADED BRASS PIPING MIN. RETAINER GLAND ��,N E 3" 8 07.7 03.9 02.0 07.3 NmmvO1i$ BREAK-FLANGE MAY BE USED IN PLACE OF "MAX. 12 16.0 08.8 04.5 02.3 COPPER TUBING �I I a WoA 16 28.4 15.5 08.0 04.0 PERMANENT :,9 N07M ' 24 64.0 34.9 18.1 09.1 a„,n 1. HYDRANTS TO BE MODERN MUELLER CENTURION,A-442,(OR APP-0 EQUAL)6"MJ,5 1/4" STREET PLUG OR MVO 3 PORT- TWO 2 1/2-PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.AND AN EDGE OF PAVEMENT J / PHASE BREAK 3y" A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. IN N I-"�s B. BRONZE ACTUATION NUT COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MJ GATE VALVE IS U STESSES,USE THE FOLLOWING EQUATION AND VALVE BOX C. BRONZE SEAT RING COMPLETE - o D. WEATHER SHIELD CAP BEARING AREAS= (TEST PRESSURE/150)X(1500/SOIL BEARING STRESS)X(TABLE VALUE) REQUIREDT E. SAFETYSLEEVECOUPLING maim a ^ ti F. THREADED NOZZLES WITH "0"RINGS h G. NATIONAL STANDARD THREADS 1.CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER wl 2. SAFETY CHAINS TO BE REMOVED. 2.STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO.561 -l?�� 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 4.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. BY DISTRICT FIRE MARSHALL. UNDISTURBED EARTH S.THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON 4. HYDRANT UC BE INSTALLED TRUE AND PLUMB. THE PLANS: e.g.15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 'QF�P ` 5. NO OBSTRUCTIONS WITHIN 3'0"RADIUS OF HYDRANT. 6.IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, MECHANICAL FIELD "` 6. IF SUBJECT TO VEHICLE DAMAGED,PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY,TO CONFORM TO THE TEST PRESSURE(S)AND ALLOWABLE SOIL BEARING RESTRAINT REQUIRED 65 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESSES)STATED IN THE SPECIAL PROVISIONS. BY ENGINEER. 7.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF O BE DETERMINE i 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER(OR EQUIVALENT) THRUST BLOCKS ARE IN SQUARE FEET. IN THE FIELD o ON THE 4 1/2"PORT, TEMPORARY P�c�AN11E��P a No SCALE CITY OP TTCAxD ND SCALE CSPY OFT(G1RD NO SCALE (:ITYOP TIGARD ��P: THEODORE 5.KYLE,P.E. 1NE00pRE A KYLE.P.E. oR¢cON THEODNiE 5.KYLE.P.E. EWH6 1 7 q •' _ FIRE HYDRANT DWG.NO. . "' s STANDARD THRUST Dwc.No. _ _ 2" STANDARD DAG.No. SHEET "y ASSEMBLY c.`""`o"'�co"nmv T ,uHuaRr zo„ BLOCK 560 "''"@ JaRuaRY z0„ BLOWOFF 570 542m �9„n 30 OF 30 ry 4 CITY OF TIGARD CASE FILE SUB 2014-00010 L"