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Plans (2) SIT2006 00021 TAX MAP : IS 126DC ., 4100 8c 4200 COMMUNITY DEVELOPMENT N T NCOUNTY,FTI ARD WA HIREITYN� 9600 SW Oak, Suite 230 Portland, OR 97223 PROJECT TEAM: (T] 503-432-8003 [F] 503-452-8043 www.alphocommunity.com OWNER JACK M. & ALICE 0. CORYELL — — — — — — 9900 SW 92ND AVE. TIGARD OR 97223 \ j ;/■]{8y is J \ •Q.i \ $. \ } i�M�R�� 'Y-RFA S, �..:, 2{�£ � x � ��}T \ ; 2\ \� r REVISIONS TIGARD, Y�1 t^'O �� \x ..Utz` � ...\h . `max ti.`t \ zx �\.� ' NO DATE DESCRIPTION SW CORAL DRIVE \ s APPLICANT a x ,.:. _ ...... �.-. Vii:... ..>, � �. -.,_ ..... —. .._ _... -,.` -z..:.:-•v. is .>"r,. . i .? V PALMER & ASSOCIATES _, _ £� 9600 SW OAK SUITE 230 -- a PORTLAND, OR. 97223 \ . x • v' •d !,n 1 Pr P H (503)452-8003 . . . 41 I tt s 0 CONTACT. JERRY PALMER . , .• ,,,�a�.,.,, } rr�< \ 3 ('� k. • :..:t.i.`x:.".^';r:x`;.r.:..'.. ':::. :." ,A s' --:3>?:a„l:?::r .,,' '� F., ?.\n <,.\ \ :s 1 SEP •...,, . ..• r:. IJV ..d ° i 1 • .. ... u`:.:�♦s\3s \ k\2\� ,... zr, L \ G �y O M1 •i1 O:,x -lam, ,�y APPLICANTS REP / ENGINEER 1S126DC , , r A TL4000 >..2 r ALPHA COMMUNITY DEVELOPMENT x. \.. e 600 W OAK, SUITE 230 ' Y .2- 9 S A + • - < :f - ;�r:s,:.yfsr•.i,`�:moi.. Y.r. G: ? r- \ -\ 4\ \ ' °'• e;Yy 3.N 3• S• � Rr a F .`Z^rc� 32: ) \} ?� <\x <iv r 'h...., X e ♦ c n 3 .'x. .< PORTLAND OR. 97223 zi> & x .•. • • i .._. .._,... , : ! •'- • - ”Y}p cic' o\ �,. \\. „bac. h ->\pt \ P 5 45 —8 03 ..x. H ( 03) 2 0 _ -- M.:Ah\ir�.£..€{ d {. {:. ? \\ `�iic`•,.w'vu,`L .w,J...S.aR.w... "iS",.wi.u.Fu:..ti'.ur...se,.o.....,.ui:, FAX. 503 452-8043 \ 8 , : CONTACT: ALBERT CASTANEDA .. -._ c i X`�.'.,.'S.T"§vi"Tf:��`.kr .\,>a�\.�.-J� :{3. vx,:Tiv♦ \\ A < \ \ 1S126DC UTILITIES & SERVICES _ • . : "yam pj \ �� WATER: CITY OF TIGARD ;_ __.. ,.:•' l+ I ...�_... �i N / STORM: CITY OF TIGARD • ° ., ° ` :. d .. .. SEWER: CITY OF TIGARD ' OPE POWER: PORTLAND GENERAL ELECTRIC FIRE: TUALA11N VALLEY FIRE & RESCUE ' ;, Eco ` POLICE: CITY OF TIGARD POLICE DEPT. -- _ 12 - SCHOOL: TIGARD SCHOOL DISTRICT PARKS: CITY OF 11GARD r F CPS ° • VALID THROUGH 12-31-07 GAS: NORTHWEST NATURAL 1S126DC TL6700 SHEET INDEX: - I 1 TITLE SHEET NOTES: 2 GENERAL NOTES SITE AREA: 1.16 ACRES EXISTING ZONING: R.12 ` f��n t `S es•�2•o0' w 3 EROSION CONTROL NOTES AND DETAILS CORAL � �� TAX MAP: 1S 126DC �� ,� — — — — TAX LOT: 4100,4200 1S126DC •! '' 1S126DC 4 EXISTING CONDITIONS & TREE PROTECTION PLAN NUMBER OF UNITS: 14 TL4900 vn 1S126DC •n--• 1S126DC AVERAGE UNIT SIZE: 1109 SF. s`� TL5000 TL5100 TL5200 5 SITE PLAN COMMONS DRAWING DATE: 4-14-06 I`� ( I I I - 6 GRADING AND EROSION CONTROL PLAN I 7 SW CORAL STREET IMPROVEMENTS PLAN 8 PRIVATE STORM DRAIN PLAN AND PROFILES BENCHMARK: — — — — 9 PRIVATE OFFSITE STORM DRAIN PLAN AND PROFILE I I OSHD BRASS DISK ON SW CORNER OF I I I I I 10 SANITARY AND WATER PLAN AND PROFILE CONCRETE BOX CULVERT , W SIDE OF 11 DETAILS y HALL BLVD. 100'N OF OAK STREET � o INTERSECTION SCALE 12 DETAILS v� M 30 0 15 30 60 `J' "' o 13 DETAILS N d 70 a s d a U S TITLE 14 DETAILS � � a `� �4 SHEET 1 IN 30 FT � � N � t� � � LOCATES L1 PLANTING PLAN � 0*1 (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) L2 PLANTING DETAILS ONE CALL SYSTEM VERIZON, NW NATURAL GAS, 246-6699 � � �„ 0 �„ N �„ N ( - �; � �; „ �, CITY OF TIO RD f PORTLAND GENERAL ELECTRIC, — 800-332-2344 s o "' $ Approved.... •-� •- 'd 4 -d 4 -d 0 4 . .. �. ...... COMCAST) u (3 8 C3 A U° U° Conditionally Approved.............. [ J 3 N No (38 U g See Letter to: Follow. [ } REPAIR EMERGENCIES 0 0 W A ed -•••••- NORTHWEST NATURAL GAS — 800-882-3377 n 0 M M o Permit Number. l � � � � � � Address: - � VERIZON — 800-628-2088 PORTLAND GENERAL ELECTRIC — 464-7750 COMCAST — 617-1212 CLEAN WATER SERVICES — 681-3600 Z TUALATIN VALEY WATER DISTRICT — 642-1511 pp �p Ln p CITY OF TIGARD PUBLIC WORKS — 526-2430 g g s OFFICE COPY �Rt 0 e o M cn� c, CN 0 PROJECT NO.: 328-029 co TYPE: CONSTRUCTION ��( 0 DATE: t F 20 C � C c N:\proj\328-029\dwg\Civil\Sheets\328-029-TITLE.dwg-SHEET:24x36 Jul 06, 2006- 1:40pm sms GENERAL CONDITIONS GENERAL NOTES STREET & STORM DRAIN (CONT.) � ... 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1. ALL ROAD WORK TO COMPLY W/ CITY OF TIGARD DESIGN AND CONSTRUCTION STANDARDS. 9. ASPHALT CONCRETE PAVEMENT MIX TO MEET THE CRITERIA SET FORTH IN THE LATEST ODOT SPECIFICATION 00745, FOR STREETS AND HIGHWAYS", U.S. DEPARTMENT OF TRANSPORTATION, FHWA, MILLENNIUM EDITION. AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALL FOLLOW THE REQUIREMENTS OF THE LATEST 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS APPROXIMATE AND SHOWN FOR INFORMATION PURPOSES COPY OF THE ODOT CONTRACTOR HMAC DESIGN GUILDELINES. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD ONLY. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED PRIOR TO COMMENCING CONSTRUCTION AND SHALL SPECIFICATION AND, IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF COORDINATE WITH THE SURVEYOR THE LOCATION, ADJUSTMENT OR REPLACEMENT OF ANY UTILITY OR RELATED 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELED IF PVC, AND VIDEO TAPED THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). FOR ACCEPTANCE, PER R&O 04-09. 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN 3. CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF TIGARD FOR REVIEW AND APPROVAL BEFORE 11. COMPACTION FOR ROADWAY EMBANKMENT AND ROADWAY SUBGRADE SHALL COMPLY WITH APWA 204.3.09 . THE APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION CONSTRUCTION CAN START. MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE, ETC.) AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION 12. USE 4,000 PSI CONCRETE FOR ALL SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING COMMUNITY PLANS AS-BUILTS ON THE JOB SITE AT ALL TIMES DURING THE AND ALSO MAINTAIN AT LEAST ONE (1) SET FOR STANDARDS. 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY CONSTRUCTION CONSTRUCTION PHASES. WATER SYSTEM DEVELOPMENT PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 5. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIALS TESTED IN ACCORDANCE WITH THE 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICES BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS. AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 6. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL 9600 SW Oak, Suite 230 6. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR TIMES. Portland, OR 97223 WORK AND SHALL BE EFFECTIVELY MAINTAINED. PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOT BETWEEN 9: 00 P.M. TO 7: 00 A.M., MONDAY 7. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS, BRUSH, ROOTS, TOPSOIL AND OTHER MATERIAL IN THE 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. [fl 503-452-8003 [F] 503-452-8043 THROUGH FRIDAY, BETWEEN 9: 00 P.M. TO 8: 00 A.M. SATURDAY, NOR BETWEEN 9: 00 P.M. TO 9: 00 A.M., SUNDAY. ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISPOSED OF IN 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION www.alphocommunity.com SUCH A MANNER AS TO MEET LOCAL REGULATIONS. MEETING. TELEPHONE 503-639-4171, 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 8. CONSTRUCTION VEHICLE AND EMPLOYEE PARKING TO BE ON SITE. NO PARKING TO BE ON PUBLIC RIGHT-OF-WAY. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY DEMiO=ON NOTES TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. REVISIONS 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF TIGARD BUILDING DEPARTMENT PRIOR TO STARTING 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S INSPECTOR DEMOLITION WORK. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE NO. DATE DESCRIPTION (MICHAEL WHITE) AT (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS MEETING. 2. REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT OTHERWISE SPECIFIED. SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR (MICHAEL WHITE) AT ITEM. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" GRAVEL. (503-639-4171) TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION, AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDINATE THE REMOVAL OF EXISTING 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN WILL BE REQUIRED. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLANS AND ALL (SEPTIC TANKS, LINES, ECT.). IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE STATE OF AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, OREGON WATER MASTER 503-681-7018 TO APPROVE THE FILLING OF ANY SEPTIC TANKS & REMOVAL OF ANY EXISTING 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND WATER WELL. TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). TO THE THE CITY'S STANDARDS AS REVISED JULY 15,1998 APPENDIX D, PAGE 38 R SPECIFICATIONS AND TO THESE GRADING NOTES GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF 11. A 4"X4"X8'-O", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AND WORK PERFORMANCE. 1. THE BRUSH AND TREES FROM THE CUT AND FILL AREAS SHALL BE REMOVED FROM THE SITE OR DISPOSED OF AS REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJX2" IPT DIRECTED BY THE ENGINEER. THE STRIPPINGS MAY BE SPREAD OUT IN 8" LIFTS TO A MAXIMUM DEPTH OF 6" OVER THE TEE AND 2" IPTX100 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE LOTS, WHEEL ROLLED, GRADED AND SHAPED TO DRAIN TO STREET OR REAR LOT DRAIN WHERE APPLICABLE. WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJX6" FLG. (FLANGE) TEE, 6" FLG.XMJ GATE VALVE, 6" MJXMJ HOLDING HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK 2. EMBANKMENTS OR STRUCTURAL FILLS FOR ROAD WAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED FROM EXCAVATED SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT (2-2 %" NST HOSE AREA. MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" CONNECTION, 1-4 'A" NST PUMPER), 1 112" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS LOOSE MEASURE. ALL EMBANKMENTS, FILLS AND BACKFILLS WITHIN 3 FEET OF ESTABLISHED SUBGRADE SHALL BE EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION.STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. BELOW THE 3 FOOT LIMIT, COMPACTION SHALL BE 90 PERCENT.MATERIALS WITHIN 1 FT. BELOW ROADBED SUBGRADE OR STRUCTURE FOUNDATION ELEVATION SHALL BE 3-INCH 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ',6 CUBIC YARDS OF MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. MAXIMUM AND SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 15. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED 3. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33, SECTIONS 3309.4, 3309.8, AND 3305 OF THE UNIFORM BUILDING MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5: 1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE FABRIC, IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF ��ED P 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX SHRUBSRCI�Fss ' 1 1/2"-0" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC. SUCCESSIVE SEPARATION BELOW THE WATER LINE. �� G I NFA. FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKERS, MAILBOXES, ETC., SHALL BF t;EESTABLISHED, BENCHES WILL BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8 INCH LAYER SHALL BE COMPACTED TO A 2 P REINSTALLED OR REPLACE, WITH LIKE KIND AND MATERIAL. MINIMUM OF 90 PERCENT AASTHO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2: 1 AT FINISHED GRADE. NO 15. ALL MAINS WITH ASTATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR - ROCK OR SIMILAR MATERIAL EXCEEDING A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THF WORK SITE AND SHALL PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. OREGON�� QQ BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVII,IG SYSTEM IS NOT 4, THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE BY THE CONTRACTOR �� ti 12, ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO OF STARTING BENCHWORK TO DETERMINE THE NEED FOR THE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE F�'J SSP ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 5. ALL COMPACTION SHALL MEET THE REQUIREMENTS SET FORTH IN THE APWA STANDARD SPECIFICATIONS (1990 WITH FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH VALID THROUGH 12-31-07 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID AMENDMENTS). DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY BE MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE QUESTIONS ABOUT THE RULES, CONTACT &QUARYSEWER SYSTEM PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW 1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE CLEAN WATER SERVICES (CWS) OF THROUGH THE PIPELINE SO THAT THE CHORINE-WATER SOLUTION OF THE SPECIFIED STRENGTH. TREATED 19. THE CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION WASHINGTON COUNTY (AGENCY) R&O 04-09 STANDARDS AND SPECIFICATIONS, AND CITY OF TIGARD ENGINEERING (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORM ING PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN STANDARDS AND SPECIFICATIONS. BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE ®M� MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SANITARY LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO PERMANENT WORK WITH AFFECTED UTILITY AGENCIES. SEWER PIPE SHALL BE GREEN IN COLOR. SOURCE OF SUPPLY. 20. A TEMPORARY HARD-SURFACE PATCH (COLD-MIX AC OR HOT-MIX BASE PAVING) SHALL BE PLACED ON TRENCHES DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WITHIN ROADWAYS AT THE END OF EACH DAYS WORK,. NO TRENCH, ON SITE OR OFF-SITE SHALL BE LEFT AT ANY 3. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A COMMONS TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR EACH LATERAL SHALL BE MARKED WITH A 2x4 PAINTED GREEN EXTENDING FROM THE INVERT TO A MINIMUM OF TWO SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2x4' TO THE INVERT WRITTEN THEREON. ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) 4. SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45'). BY TPW. AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH 17. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT 5. ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW THE PERMIT HOLDERS' EXPENSE. BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROVIDED TO CWS. MANHOLES SHALL BY HYDRO-STATIC OR VACUUM TESTED. ALL PRIOR TO AC PAVING, AND AFTER PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND 22. ONE AS-BUILT XEROX VELLUM DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE ONE YEAR. INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENTS WHICH MAY IMPACT AN PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG 6. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"-0" CRUSHED ROCK, COMPACTED TO 95%. (T-99). PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER WITH AN "ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE" AS REVISED JULY 15, 1998, APPENDIX D PAGE COMPACTION RESULTS TO BE SUBMITTED TO CWS AND COPIES ALSO SENT TO CITY OF TIGARD. DIVISION, BEFORE WATER SERVICES CAN BEGIN. 39. UPON ACCEPTANCE OF AS-BUILTS, A COMPUTER DISK OF AS-BUILTS SHALL ALSO BE SUBMITTED TO THE CITY. 7. PLUG CONNECTION TO EXISTING SANITARY UNTIL NEW LINES ARE TESTED AND CONNECTION IS APPROVED BY THE CITY. 18. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE AS-BUILTS (OF EITHER TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND 8. CONNECTION PERMITS REQUIRED FROM CITY BUILDING DEPT. ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. MASTER MAP, INTERSECTION MAPS, ETC. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO 19. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED GENERAL THE CITY'S INSPECTOR. STREET & 9pRM MAIN 20. PRIVATE PLUMBING INSTALLATIONS REQUIRE PLUMBING PERMIT AND INSPECTION ON WATER LINES TO LOTS 3,4 AND 5. NOTES 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE 1. STORM PIPE SHALL BE PVC ASTM D-3034, ASTM C76, C-900, OR DUCTILE IRON (SEE SECT. 3.06.10 FOR CONDITIONS.) PERMIT HOLDER. PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION STORM DRAIN LATERAL PIPE SHALL BE WHITE IN COLOR. SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. D-3034. TREE REMOVAL 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE 2 ALL TRENCH EXCAVATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE UNCLASSIFIED. 1. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION REMOVAL CHAPTER (INCLUDING BUT NOT LIMITED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) AND OWNER SATISFACTION. 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED SHALL BE SUBJECT TO A CIVIL PENATLY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITYAND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, . 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE BUT NOT BE LIMITED TO, THE FOLLOWING: AT THE PERMIT HOLDERS EXPENSE. 4. SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF A. REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH SECTION 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF TWO 18.790.060 (D) OF THE TIGARD DEVELOPMENT CODE; AND HAS BEEN PLACED. FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. B. PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY 5. COMPACTION SHALL BE PER APWA DIVISION III, SECTION 301.3.07. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND REMOVED OR DAMAGED TREE, AS DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE METHOD USED TO ACHIEVE REQUIRED COMPACTION. ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL. ACTION, AND IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 6. TRENCH BACKFILL OUTSIDE OF PAVED AREAS MAY BE EXCAVATED TRENCH MATERIAL CONFORMING TO "CLASS A" PER ONLY THOSE TREES AUTHORIZED FOR REMOVAL BY THE CITY'S CASEFILE NO. SDR2002-00012, AND ANY TREES THAT CITY STANDARDS & SPECIFICATIONS. COMPACT TO 95% AASHTO T99. ARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE THE CITY INSPECTOR, IN WRITING, THE NAME AND FOUND THAT REMOVAL OF A TREE DESIGNATED FOR PRESERVATION MUST OCCUR, THE APPLICANT WILL BE SUBJECT TO 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM MITIGATION FOR 100% OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIOR PROJECT NO.: 328-029 CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUBDIVISION P-EXCAVATIONS. THE FOUNDATION AND SHALL BE REPLACED WITH 1-1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. COMPACTED TO 95% AASHTO T99. TYPE: CONSTRUCTION 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR 8. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF DATE: -7 -U-Q(D EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS SHALL ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS NOTICE OF THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. N:\proj\328-029\dwg\Civil\Sheets\328-029-NOTE.dwg -SHEET:CONST-NOTES Jul 06, 2006- 1:20pm sms EROSION CONTROL NOM PLAN IlViPL NMFNrATION 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY A SCHEDULE OF PLANNED EROSION CONTROL AND RE-VEGETATION MEASURES SHALL BE >� PROVIDED, WHICH SETS FORTH THE PROGRESS OF CONSTRUCTION ACTIVITIES, AND MITIGATING TIME OF THE YEAR) PER THE EROSION CONTROL MANUAL ADOPTED DATED: DECEMBER, 2000, AND CLEAN EROSION CONTROL MEASURES. AN APPROVED EROSION CONTROL OF RE-VEGETATION PLAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS, R&O 04-09 CHAPTER 8. SHALL BE IMPLEMENTED AND MAINTAINED AS FOLLOWS: 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY STRIPPING OR EXCAVATION PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, WORK. RETENTION FACILITIES, UTILITIES, ETC.). 2. THE APPLICANT SHALL IMPLEMENT THE MEASURES AND CONSTRUCT FACILITIES CONTAINED IN 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND THE APPROVED EROSION CONTROL PLAN IN A TIMELY MANNER. DURING ACTIVE CONSTRUCTION, UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION THE APPLICANT SHALL INSPECT EROSION CONTROL MEASURES DAILY, AND MAINTAIN, ADJUST, IS COMPLETED AND APPROVED BY THE CITY OF TIGARD AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE REPAIR OR REPLACE EROSION CONTROL MEASURES TO ENSURE THAT THEY ARE FUNCTIONING COMMUNITY DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS PROPERLY. ARE SOLD. 3. ERODED SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM PAVEMENT SURFACES, OFF-SITE DEVELOPMENT 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AREAS, AND FROM THE SURFACE WATER MANAGEMENT SYSTEM, INCLUDING STORM DRAIN PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED INLETS, DITCHES AND CULVERTS. CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. WATER CONTAINING SEDIMENT SHALL NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT SYSTEM, WETLANDS OR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT 9600 SW Oak; Suite 230 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND FILTERING FACILITY OR DEVICE. GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO Portland, OR 97223 NOT LEAVE THE SITE. THIS INCLUDES, BUT IS NOT LIMITED TO WATER ENTERING THE DRAINAGE SYSTEM, 5. IN ADDITION THE APPLICANT SHALL CALL FOR CITY INSPECTION, PRIOR TO THE FOUNDATION ROADWAY, OR ANY VIOLATION OF APPLICABLE WATER STANDARDS. INSPECTION FOR ANY BUILDING, TO CERTIFY THE EROSION CONTROL MEASURES ARE INSTALLED [T] 503-452-8003 [F] 503-452-8043 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE IN ACCORDANCE WITH THE EROSION CONTROL PLAN. www.alphacommunity.com CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE 04E 'r EWCE NOM THE SITE. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH REVISIONS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"X2" POSTS AND ATTACH NO. DATE DESCRIPTION 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH AS SHOWN ON SEDIMENT FENCE DETAIL. OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE 3. THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. 11. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. LOOPS FOR 2"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE SLOPED AREA. 12. ALL WATER QUALITY/QUANTITY FACILITIES SHALL BE PROTECTED FROM EROSION, AND MAINTAINED IN THEIR ENTIRETY, IF ANY SEDIMENT BUILD UP OCCURS. THIS INCLUDES, BUT IS NOT LIMITED TO THE MATTING OF ALL 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. EXPOSED SOILS, PROTECTION OF ALL SLOPES, AND ESTABLISHMENT OF VEGETATION PER THE DESIGN AND BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. CONSTRUCTION STANDARDS, ETC. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER 13. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. SHALL BE MADE IMMEDIATELY. 14. AT NO TIME SHALL MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE EROSION MEASURES AT A CATCH BASIN OR INLET STRUCTURE. FILTER FABRIC MATERIAL 36" WIDE ROLLS USE STITCHED LOOPS 15, PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. 3' m1n1nun OVER 2"x 2" POSTS from toe stop(. 16. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACHM N ��F� PRCFss, PHASE OF CONSTRUCTION. S N �� eF 17. WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM UNTIL THE z oP 10 VEGETATION PLANTINGS ARE WELL ESTABLISHED. M I ��low 6 MAXIMUM SPACING OREGON ,�� O 18. IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, THE WET NTS WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, EROSION CONTROL MFRONT VIEW PROFILE <�F y 72 2 P�� MANUAL, FOR REQUIREMENTS. Rr F. CPS VALID THROUGH 12-31-07 19. THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED, OR THE SOILS ARE COVERED AND PROTECTED FROM EROSION BY PERMANENT SURFACES. N R ANGLE FILTER FABRIC 20. ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CWS INSPECTOR, FENCE TO ASSURE SOIL IS TRAPPED PRIOR TO ANY CONSTRUCTION. + NOTES: 0 21. CWS ESC HOTLINE 503-681-3600, CALL BEFORE STARTING ANY WORK. LEAVE YOUR PROJECT NAME, LOCATION, - i. BURY BOTTOM FlFABRIC 6" CONTACT TELEPHONE NUMBER, AND THE INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION MEETINGS, AND o VERTICALLY BELOW FlNIFINISHED GRADE. DATE ANTICIPATED FOR START OF WORK. f z. FE E FIR, PINE OR STEEL COMA L FENCE POSTS. 3. POSTS TO BE INSTALLED ON INTERLOCKED UPHILL SIDE OF SLOPE. 22. IT IS STRONGLY SUGGESTED THAT A PRE-CONSTRUCTION MEETING BE HELD PRIOR TO ANY SITE WORK. 2"x 2" POSTS 4. COMPACT BOTH SIDES OF FILTER FABRIC AND ATTACH TRENCH' COMMONS 23. RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS: PLAN VIEW 5. PANELS MUST BE PLACED SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY WASHINGTON NTS TAB ERD4N7 TO SPACING COUNTY. A. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): ELKA DWARF PERENNIAL RYE GRASS, 80% BY WEIGHT; CREEPING RED FESCUE, 20% BY WEIGHT. APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. MAY BE USED SHORT TERM B. ANDA HEIGHT RA MI W/ UTILITY WORK AND W/ ANNUAL RYE GRASS, 40% BY WEIGHT; PHASING OF DEVELOPMENT TURF-TYPE FESCUE, 60% BY WEIGHT; APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. QO� FLOW�- 24. WOOD CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) TONS PER ACRE. GQPJ�Q `�SS S0 MiN, 25. SPECIFIC METHODS OF SOIL EROSION AND SEDIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO z <4 A MINIMIZE VISIBLE AND MEASURABLE EROSION. ' EROSION 26. THE LAND AREA TO BE GRUBBED, STRIPPED, USED FOR TEMPORARY PLACEMENT OF SOIL, OR TO OTHERWISE CATCH BASIN AREA DRAIN EXPOSE SOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION SITE ONLY. RADIUS = 25 MIN. k 0y CONTROL CLEAN PIT RUN OR 2"-MINUS GRAVELfiOOF G�I6S 27• CONSTRUCTION ACTIVITY WILL TAKE PLACE DURING THE DRY SEASON (JUNE-OCTOBER), WHENEVER FEASIBLE, P,\ot`� I AND THE DURATION OF EXPOSURE OF SOILS SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. SUBGRADE REINFORCEMENT NOTES GEOTEXTILE, AS REQUIRED p4 B" MIN. 28. EXPOSED SOILS SHALL BE COVERED BY MULCH, SHEETING, TEMPORARY SEEDING OR OTHER SUITABLE MATERIAL DEPTH FOLLOWING GRADING OR CONSTRUCTION, UNTIL SOILS ARE STABILIZED. DURING THE RAINY SEASON (NOVEMBER •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FLOW DETAILS THROUGH MAY) SOILS SHALL NOT BE EXPOSED FOR MORE THAN 7 CALENDAR DAYS. ALL DISTURBED LAND AREAS WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING CONSTRUCTION SHALL BE MULCHED GRAVEL CONSTRUCTION 6" overlap of bags. AND SEEDED. ENTRANCE CURB RAMP r r 29. DURING CONSTRUCTION, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED RUNOFF AND PAVEMENT PLAN VIEW SEDIMENT RESULTING FROM SOIL DISTURBANCE SHALL BE RETAINED ON-SITE. TEMPORARY DIVERSIONS, '- I SEDIMENT BASINS, CHECK DAMS, OR OTHER METHODS SHALL BE PROVIDED AS NECESSARY TO HOLD SEDIMENT Yti�t r i AND RUNOFF. .. .:�,�' fz e�,,•. .°,. ` �.� FLOW Dam offnUm I 30. A STABILIZED PAD OF GRAVEL SHALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO THE CONSTRUCTION .I . SITETHE STABILIZED GRAVEL PAD SHALL BE THE ONLY ALLOWABLE ENTRANCE OR EXIT TO THE SITEO I NOTES: 31. TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILED AND REUSED ON-SITE TO THE DEGREE DIMENSIONS NECESSARY TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONDITION, OR TO ASSURE SINGLE FAMILY DITCH INLET 20' LONG BY 20' WIDE B" DEEP OF -' MINUS CLEAN ROCK. SUFFICIENT STABLE TOPSOIL FOR RE-VEGETATION, ADDITIONAL SOIL SHALL BE PROVIDED IF NECESSARY TO COMMERCIAL NOTES: 50' LONG BY 20' WIDE 1. ADDITIONAL MEASURES MUST BE PROJECT NO.: 328-029 SUPPORT RE-VEGETATION. 3-6" CLEAN ROCK, CONSIDERED DEPENDING ON SOIL TYPES. GOVERNING AUTHORITY MAY REQUIRE 2. BIOFILTER BAGS SHOULD BE STAKED cEOTExnLE FABRIC TO PREVENT WHERE APPLICABLE USING (2� 1"x2' TYPE: CONSTRUCTION 32. THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO THE STREETS, WATER RESOURCES OR ON TO SUB-SOIL PUMPING. WO DEN STAKES OR APPROV D E UAL PERBAG. ADJACENT PROPERTY ARE THE RESPONSIBILITY OF THE APPLICANT. THE APPLICANT SHALL BE RESPONSIBLE DATE: 7-U cj�p FOR CLEANING UP AND REPAIRING STREETS, CATCH BASINS, WATER RESOURCE AREAS AND ADJACENT CONSTRUCTION ENTRANCE Detail Drawing 4-5 INLET PROTECTION Detail Drawing 4-24 PROPERTIES, WHERE SUCH PROPERTIES ARE AFFECTED BY SEDIMENTS, OR MUD. IN NO CASE SHALL SEDIMENTS TYPE 4 BE WASHED INTO STORM DRAINS, DITCHES OR DRAINAGE WAYS. 4-111 Page 4-42 33. ANY OTHER RELEVANT PROVISIONS OF THE "EROSION PREVENTION AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" (CITY OF PORTLAND BUREAU OF ENVIRONMENTAL SERVICES AND CLEAN WATER SERVICES OF WASHINGTON COUNTY, REVISED FEBRUARY 2000), REQUIRED BY THE PLANNING DIRECTOR. I N:\proj\328-029\dwg\Civil\Sheets\328-029-NOTEI-dwg- SHEET: EC-NOTES Jul 06, 2006- 1:20pm sms c I l I OWNER/TENANT: EQUIPMENT SCHEDULE FLOOR FIXTURE SCHEDULE ID-No. SYMBOL DESCRIPTION LOCATION MANUFACTURER MODEL NSF OR EQUAL WATER HOT / COLD SUPPLIED 5Y ID-No. SYMBOL DESCRIPTION LOCATION MANUFACTURER WATER HOT /COLD SUPPLIED BY EQ-01 CHOCOLATE TEMPERING MACHINE BALES AREA CHOCOVISION REVOLATION DELTA NSF. "CERTIFIED" WA GODIVA FF-04 ®� C+I EQULIXIPMEBAR f SCHEDULE SALES AREA GODIVA FIXTURE WA GODIVA 18.25M X 1825'D X I'M CII&DELTAIIOV u EQ-02 5LENDERS(4) SALES AREA BLENDTEC STEALTH NSF, WA GODIVA G O D I VA ® 86'W X 9ID"D X I13"14 CGiBI SINGLE CUSTOM STOREFRONT SALES AREA VENDOR FIXTURE WA GODIVA O DIPPING WIT VENDOR Chocolatier 5'-6' x V-0' GODIVA CHOCOLATIER, INC. EQ-08 T; UNDERCOUNTER REFRIGERATOR BALES AREA TRUE FOOD SERVICE TUC-24 NSF. WA GODIVA 333 WEST 34TH STREET 1//VIII—Ulf STAINLESS STEEL EQIPMENT, INC. 24"L X 24.15.0 X 33.15'H NEW YORK, NY 1 001 DOUBLE CUSTOM STOREFRONT SALES AREA GODIVA FIXTURE WA GODIVA EQ-06 SINGLE DOOR REFRIGERATOR SALES AREA t TRUE FOOD SERVICE T-19 NSF. N/A GODIVA OO DI111"" x NG T-WIR" VENDOR PROJECT PLANNER: W/CASTERS - OTAINLE85 STEEL NON-SALES AREA EQIPMENT, INC. 21"L X 24 1!!"D X 1511 FF-18 O LARGE NESTING TABLE SALES AREA GODIVA FIXTURE N/A GODIVA VENDOR EQ-09 ICE MACHINE NON-SALES AREA HOSHIZAKI KM-1515A1 NSF. COLD GODIVA FF-18A SMALL NESTING TABLE SALES AREA GODIVA FIXTURE WA GODIVA 23 3/4"W X 28"D X 39"14 ITEM 0 13210 VENDOR - FF-24 CHOCOLATE CASE SALES AREA GODIVA FIXTURE WA GODIVA PLUS 3'-0' ACCESSIBLE COUNTER VENDOR EQ-0SA WDERCOINTER ICE MACHINE BALES AREA HOSHIZAKI 101-611SAW NSR COLD GODIVA 11 3/4'W X 24.0 X 39"14 ITEM 0 13216 FF-21A DISCOVERY TABLE (36" X 969 SALES AREA GODIVA FIXTURE WA GODIVA VENDOR ., MOP SINK 24" X 24" NON-SALES AREA FIAT "55-2424 W/ NSF. HOT /COLD TGG FF-215 DISCOVERY TABLE (24" X 48') SALES AREA GODIVA FIXTURE WA GODIVA EQ-10 ® WITH FAUCET 08344.112 VENDOR WJCA INC. STAINLESS STEEL MOP 2 BROOM HOLDER 505RICK 5-223 PF-28 SOFT SERVE CART(36' X 30") GODIVA FIXTURE WA GODIVA 763 SUSQUEHANNA AVE. ODOR FRANKLIN LAKES, NJ 07417 EQ-II ® 3 BOWL SINK W/DRAIN BOARDS W/FAUCET - NON-BALES AREA EAGLE MANUFACTURING 310-10-3-12 NSR NOT/COLD TGC. TEL: 201-848-9060 EAGLE GROUP 301001 - 219U X 60"L X 41"14 12"(30")SPOUT,HEAVY DUTY,SPLASH FAX: 201-848-9881 MOUNTED FAUCET) EQ-12A pQ LARGE STAINLESS STEEL DUMP SINK, SALES AREA EAGLE MANUFACTURING F0I-14-16-9b-I NSF. HOT /COLD VENDOR ARCHITECT: (SUPPLIED W/FAUCET 'A' 4 SPRAYER) EQ-125 SMALL STAINLESS STEEL HAND SINK W/FAUCET BALES AREA EAGLE MANUFACTURING FDI-10-14-5-1 NSF. HOT/COLD VENDOR DELTA MODEL 4112-1-14P 8 SOAP DISPENSER EQ-I6 18m CHROME WIRE MESH HEAVY DUTY SHELVING NON-SALES AREA BID BID N.S.F. WA TGC. DAVID A. UDKOW ON( &R MOP MTD. ! 3 BOWL STANDARDS Wl BRACKETS 11881 NORTH 11 3TH WAY (OVER SCOTTSDALE, AZ 85259 ^, EQ-Il El SAFE NON-SALES AREA AMSEC AS REQUIRED N/A WA GODIVA W 14'W X 14"D X 20.1 EQ-18 ® STOCKROOM HAND SINK W/FAUCET - NON-SALES AREA EAGLE MANUFACTURING HSAN-IO-F NSF. NOT/COLD TGC. O • EAGLE GROUP•HSA-10-F. HS-1211W U WITH SPLASH GUARD (STAINLESS STEEL) GSW-USAETL TGC. (OR APPROVED EQUAL) EQ-20 ® WATER FILL STATION SALES AREA T t 8 BRASS AND 5-1230 NSF. COLD VENDOR BRONZE WORKS INC. V EQ-21 O 6' DIA TRA844 SALES AREA GODIVA LIC. #: 2182 Q Eml EXP. DATE: 6/30/16 EQ-22 BOTTLEY BALES AREA SERVER NSA WA VENDOR EQ-25 LARGE BINS BALES AREA VELTER E5C-35LS 1220-1659 VENDER G O D I VA EQ-26 ❑❑❑❑ SMALL BINS SALES AREA VELTER ESC-20LS 1220-1658 VENDOR Chocolatier EQ-21 ® DRAIN PMN W/ SALES AREA FRANKLIN MACHINE RIF"102-1000 /FMP0102-1091 EQUAL WA VENDOR STORE NO: ,; STAINLESS STEEL LOUVERED GRID PRODUCTS FMP0 102-1089 / FMP0102-I@3 EQ-28 SCALE SALES AREA CAS USA 52000 JR SERIES EQUAL WA GODIVA 5 CORPORATION (POLE TYPE) 0 I❑ PROJECT LOCATION: EQ-32 STOCKROOM FOOD PREP SINK WITH DRAIN NON-SALES AREA ALLSTRONG RESTAURANT 8151818-IDIS-C NSF. HOT/COLD T.G.C. 50ARD (RIGHT OR LEFT SIDE DRAIN) EQUIPMENT WALL FIXTURE SCHEDULE ® 24"W X 40"L X 45'H(OVERALL SIZE) WASHINGTON SQ. MALL /� (SUPPLIED W/FAUCET) ID-No. SYMBOL DESCRIPTION LOCATION MANUFACTURER WATER HOT / COLD SUPPLIED BY SPACE B04 V�/'� UP-02 36' ETAGERE SALES AREA GODIVA V J VENDOR N/A GOOIVA 9585 SW WASHINGTON EQ-33 SOFT SERVE MACHIN BALES AREA CARPIGIANI SII NSF. COLD GODIVA 221W X 31•D X 32.1-1 '193 G-AV SQUARE ROAD IN BAR G-GAV LLF-0g MANAGER'S DESK W/SHELVING ABOVE NON-SALES AREA N/A TGG PORTLAND, OR 90703 Lo EQ-34 6'-0"FOLDING LADDER NON-SALES AREA UERNER PD 6204 TYPE IA N/A WA GODIVA -rTrr COAT HOOKS /SHELF NON-SALES AREA W/HOOKS PROVIDED BY GC. 6' PODIUM LADDER LLF-09 N/A TGG CD UP 10 II X IBD" X 12"H - VENTILATED (6)TIER LOCKERS NON-SALES AREA U-LIN - 14-3163 WA TGC. N W=-13 LIGHT BOX BALES AREA/ GODIVA FIXTURE N/A GODIVA ISSUE DATE: Q STOREFRONT VENDOR WF-13A GRAPHIC LIGHT BOX (SMALL) BALES AREA/ GODIVA FIXTURE WA GODIVA STOREFRONT VENDOR NO. DATE DESCRIPTION SALES AREA GODIVA FIXTURE WA GODIVA 12-11-15 ISSUED FOR BID, w UP-15 1ANGING GRAPHICS FRAMES VENDOR PERMITAND LANDLORD REVIEW LLF-18 18' X 48' X 96'CHROME WIRE MESH HEAVY DUTY SHELVING NON-SALES AREA Q II.F-21 18"X 24' X 96' CHROME WIRE MESH HEAVY DUTY SHELVING NON-SALES AREA TGC. /Q BACK BAR AGGESSORI ES LF-25A WAVE WALL PANELS - W/ A.B,A WAVE PANELS SALES AREA GO IIVEARFIXTURE WA GODIVA VLJ ID No. LOCATION DESCRIPTION MANUFACTURER PART No. REMARKS SUPPLIED BY I AF-29 BACK BAR FAUCET - 'A' DELTA 2116-1-14P POL15HED CHROME W/SPRAYER VENDOR r AF-30 BACK BAR FAUCET - '5' W/SPRAYER AND 6'-0" HOSE DELTA 2112-LHP POLISHED CHROME VENDOR O AF-31 BACK BAR SOAP DISPENSER DELTA RPI001 LLHITE VENDOR AF-32 BACK BAR PAPER TOIEL HOLDER CRATE 1 BARREL 2416-H24 OXO ARM SWING - STAND UP TYPE GODIVA \� AF-33 BACK BAR 3 1/2" STAINLESS STEEL STRAINER CORIAN SINK ACCESSORIES BOTH SIDES VENDOR U) AF-34 BACK BAR INSINKER4TOR - HOT WATER DISPENSER FOODSERVICE MODEL 01300 POLISHED CHROME VENDOR NOTES: co 1. FIXTURE CONTRACTOR TO CONFIRM ALL FIXTURE FINISHES WITH A TENANTB �� D �J��y� l r REPESENTATIVE BEFORE FABRICATION OF FIXTURES. L -..T� T- 2. CONTRACTOR TO PROVIDE POWER E PLUMBING FOR ALL EQUIPMENT,` DAVID A. UDKOW FIXTURES E ACCESSORIES. 2182 ®3 3. REFER TO LIST OF VENDOR CONTACTS ON SHEET A001. SCOTTSDALE, AZ�y Z T co DRAWING TITLE: 00 EQUIPMENT, r FIXTURES, AND T— BACKBAR \ ACCESSORIES 5 SCHEDULES 0 y Q PROJECT NO: 154129 Q DRAWING NO: Q A106 Q 0 yS� LEGEND 264 EX 2—FT CONTOUR 260 EX 10—FT CONTOUR E X I S,i;-);i i`5 i. >.ii i t? ? 217.71' %— DRAINAGE DIRECTION i=1F'+TF - 2 'f; `; N'.iM 11 '1. se !t ! xss— EX SANITARY SEWER COMMUNITY `' ` ' �`,t. ' 8 IN W=,206-14 I 1 &1 W 214 ; �cso EX STORM DRAIN � ) Iii �7�� s. ) s• r } ;"r, .I�y i.�11 L1lJ S S.ry.i + ._....Ii:.. � " 17Ur �.;: �/I,A�5.9' ..,.. Ip^ }�-:.j 1�1�.,1 ; 21..�.ti�91 ~" EXISTING FIRE HYDRANT _ _ — _ _ W EX WATER LINE DEVELOPMENT ; _ _ — — — — — — — _ ;. :— - - — - - - - - - G — EX GAS LINE _ EX BURIED POWER P WR OH ER := .. cv_ '- ..._ .T_,: :J I EX OVERHEAD POW 9600 SW Oak, Suite 230 X TELEPHONE LINE , .. �. +� - _ _. '` �.._.._..._.___ _._ - -- —A.,._._ ._ _ Portland O R 9 7223 ,�, v x , •... _.._�.. _.� �,0-- _`�.�,,, } SW L DRIVE VEX CABLE TV LINE q CAT EX FENCE M 503-452-8003 [F] 503-452-8043 X SANITARY MANHOLE www.alphacommunity.com _ _ O s E EX SANITARY CLEANOUT . . _w ... . . .. . . . _ ...._ —....,.,.... ..._ e D EX STORM MANHOLE.kz _.,........._ .. _.... .,... ..__ ._. EX CATCH BASIN r ,,�-,.»...-_.. ..._ :__._..____ _.;a.t.✓..,i-;..__.. ._,_.....—`_..___...w_ .AL.3!"(' -_—,...,..__. _�- ; f w7 i LEGEND PROPOSED RIGHT-OF-WAY COMMUNITY - - - - -- - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -— —.- — — — --T-- — — — — — — — — - ____—�.______ EXISTING RIGHT-OF-WAY DEVELOPMENT I h 1 2 3 4 5 6 TYP. 7 TYP. 7 TYP. 8+00 9+00 PROPOSED CURB AND GUTTER 7+00 5+00 I 6+00 — — — — — — ;- — _ -------�— _ — — — — � _ --F---- — — — PROPOSED CENTERLINE EXISTING CENTERLINE 9600 SW Oak, Suite 230 00 -- — ` — Q - — — — — — - PROPOSED PUBLIC UTILITY Portland, OR 97223 c� I EASEMENT d - ———— SETBACK -452-8003 503-452-8043 ° o ; --- --- PROPOSED BUILDING SETBA [TJ 503 [FJ -2!7 d e . . °. a 4 ' ° °. ,a A C RAMP _ _f - - °. PROPOSED PROPERTY LINE www.alphacommunity.com 13 ° — — — — — — — — — — — — — — — — — ° - EXISTING PROPERTY LINE BUILDING ADDRESS SIGN. EX. LOCATION ,,-' .eI , ------ E 1 _ AND BE SEP. _______ r- -------------- -- � ---�-- T-'---- PROPOSED BOUNDARY LIN ---- T-�;---ate _ - - _... . EXISTING BOUNDARY LINE • "�a::ela..r��-a---I"._ -� _� ....._ ..-_ _.._ .:_.-_T--_Z.__._-.__- j I i I ' ° .. ( — I - . REVISIONS ..°�I° ' PROPOSED HANDICAP RAMP NO. DATE DESCRIPTION °.e I ( •,° 1 ,.d -1 d PROPOSED A.C. PAVING L 1S126DC i L 1 i ° 4 ' n ° •1 TL4000 o 1 PROPOSED SIDEWALK .( PROPOSED SIDEWALK BY COVERED COVERED i COVERED �' d '° COVERED OTHERS GARAGES ° I . :. d i.: GARAGES : a ' GARAGES °_ :ed"GARAGES ' I EXISTING SIDEWALK 1 m °.. — J ----–– ------� o d ° �^-- L _ N �_—. --- ------� - I a 10 _�___ - _-- — 0co 47- 2 ' to s 8.0' ` 1 2 I I---- _..--_..�� e. {— –il e ------ ---'— f '0 1 S126DC o STREET NOTES: TL4400 _ ^� o I , ° ; ° ° i s I I , i e i ® ! m O1 CURB PER STD. DTL. #126. ® ; L V O 5' WIDE VEGETATED PLANTER IL J ._._ 2 STRIP. 00 .d ° .. ° e .d' °° ..°. ! 8.0 ° -- I ' 0 5' WIDE CONCRETE SIDEWALK PER �' ° ° STD. DTL. #120. a ° � PRO 41 A . ° a I I ° :°° •. I :"° 0 8' WIDE PUBLIC UTILITY EASEMENT. �� G I NFF I 4 6 4 12 BUILDING SETBACK. , --- ° 1 I I 20' WIDE 6" THICK STANDARD RECON OQ I ` J DRIVEWAY PER STD. DTL. #142. 12, 2 �w 4 1 S126DC Rr F. cPS�P d I ; j i e [ TL6700 I 7 SIGHT VISION TRIANGLE. i I I i I VALID THROUGH 12-31-07 ----- —_ _.I I STAMPED 6' CONCRETE WALK WAY I I ! I 11 0 4' CONCRETE WALK - CONCRETE DRIVE TO BE TREE--- i PRIVATE 1 j I f --- 1 10 I , L - -- I CONSTRUCTED TO STD. DRIVEWAY r----PROTECTIONSTORM I I___ J —� ----------_._._____J_ _ ..._ _ .._.. _... __... ._ _.. _. _ _.. ___ .._. _ SECTION PER DETIAL # 142 ' SEWER.- : _ ESMT CORAL 11 ROCK RETAINING WALL S 89'32'00" W 285.45 T — — — — — — — 1 12 ACCESS KING SIGN FOR FIRE T COMMONS 1S126DC I ;� 15.0' " 1 IA., t�., L'��2�a 5�3 TL4900 d�� 1 PRIVATE 1 S126DC � I 1 S126DC 1 S126DC 13 SIDEWALK CONTRACTOR TO MATCH EXISTING ��' 2, TL5100 TL5200 �� I STORM , TL5000 SEWER ESMT , I I NOTE: LANDSCAPING PLAN TO BE UNDER I SEPARATE PERMIT. SITE PLAN R C/L 30.0' SAWCUT AND MATCH 1.0' FROM +- 8.0 EXISTING PAVEMENT EDGE 4" ASPHALT CONCRETE MIN. OR MATCH EXISTING ----� 1'5 NOTE: 1-1/2" TYPE "C" ON 2-1/2" TYPE "B" SAWCUT LINE 1' EXISTING 5.0' MINIMUM INSIDE PAVEMENT 15"BASE ROCK PLANTER i 5� 3"- (314"-0) LEVELING COURSE 1 EXISTING EDGE OF • 12 (1 1/2"-0) AGGREGATE BASE STRIP 5 0' 12.0' w PAVEMENT • 95% OF MODIFIED PROCTOR ASTM D1557 I ¢ z � 2.0% 2.5� cn � COMPACTED SUBGRAOE SOILS APPROVED NATIVE OR 95% OF SIDEWALK STANDARD PROCTOR SW CORAL AVENUE SW CORAL AVENUE A.C. PAVEMENT SECTION HALF STREET WIDENS FROM APPROX. 10.2'-13.3' TO 23.0' NOT TO SCALE 15' ROW DEDICATION REQUIRED PROJECT NO.: 328-029 NOT TO SCALE TYPE: CONSTRUCTION DATE: -7 -Cc/ - G(0 SCALE 20 0 10 20 40 1 I N = 20 FT N:\proj\328-029\dwg\Civil\Sheefs\328-029-SITE.dwg -SHEEr: 24x36 Jul 06, 2006- 1:21 pm sms w LEGEND PROPOSED RIGHT-OF-WAY COMMUNITY EXISTING RIGHT-OF-WAY DEVELOPMENT 5+00 6+00 1 TYP. 7+00 8+00 9+00 PROPOSED CURB AND GUTTER p . v. .., ..-. �., .._. .'. .. ,:, .,... ,...., rY ,ti ..... a. .... :ti .. ..6r.fZ � yam,_ . �, .. � �• ... , .r:. . c . ,~ EXISTIN CE TERLINE � a Suite 9600 S Oak, S •t 230 .;��,,,..z., n w r, .. , r .. r•r.s .. :, .. ,. - -w<... and... ..'�, ... .. ..,.. u d P IT v ._ .._._..... v_+v_."'1'•act.: .. .. :. .u ... i.. ..,. M .Ri r:.3n, ,�,:v-(,q:(,;qS" .zs n.s. — l _ d r• , ^x �i ct k2 ,.a -.. :,.: .. .. �". Yom. ,. �,... : .:: _ " - a t t, 9,> . ... aL•a..... ..-. ,.. +^'P^•s y .,::...: .. .. PUBLIC UTILITY PROPOSED Portland , OR 97223 EASEMENT . .5�4,:.. o-lr.x. ,...r�44+, .,e.... .,,f, �,...t,. a`.�.> -,.,_. .x_..�!�,md..i ..r.. .d_. _.,._ ..,..-. .,-,.sr., e.. :^3 s•• .-�>?: -r, '3, .,.,r'�.,,_. PROPOSED BUILDING SETBACK [T] 503-452-8003 [F] 503-452-8043 -AC RAMP PROPOSED PROPERTY LINE www.alphacommunity.com �' ------- - EXISTING PROPERTY LINE � alL 1 TYP. PROPOSED BOUNDARY LINE EXISTING BOUNDARY LINE REVISIONS I-- ` ADA ACCESSIBLE ROUTE NO. DATE DESCRIPTION { BUILDING ADDRESS i I SIG EX. LOCATION 1 S126DC PROPOSED HANDICAP RAMP AND SIGN TO BE b E s LINO R SEP. PERMIT TL4000 a- s PROPOSED A.C. PAVING ff COVERED i COVERED I (i COVERED COVERED PROPOSED SIDEWALK ice['! 1 ` GARAGES GARAGES GARAGES GARAGES PROPOSED SIDEWALK BY V o OTHERS ` " • L—.______- _ �� ____ ___ � EXISTING SIDEWALK QpI , I d '�., a- znz', <,:.kSz' tai ,:"idd"a:.. teY"i *z•< CY„ ,_.._ I � ��3 .+krhi2c'r.xi,`i:h'.` i,xxr A-�i,.,:,.s rn.*r..'•:w .,..r.t-s..e...et,i3+�#:: - �s _ I o t 1 S126DC ; � N WATER NOTES: TL4400 _ 3 00 R INSTALL 3/4" SINGLE WATER SERVICE I j m ACONNECTION PER TVWD DETAIL # 7. 41- 2 INSTALL FIRE HYDRANT PER TVWD oo # DETAIL # 101 j 8.0 � b INSTALL 1 1/2" SCH. 40 3 FIRE DOMESTIC LINE PROF v __.— i TO UNIT 11 I NE Fss% MINIMUM COVER OF 30 PER TVFR & ® f 'i TVWD STANDARDS, 56240PE GREGaN - WATER SERVICE SIZING: 1 S126DC RT F GPS ® - TL6700 U�vIT # EQUIVALENT MINIMUM VALID THROUGH 12-31-07 - - LENGTH SIZE i 1 85' 1 orf I I BUILDING 15 , 2 140 1 � ® TREE PRIVATE I - -- k 3 50 1 " PROTECTION RM 1 �-- i _ -�� , -...--`SEWER- _- _ _____ _ ___. ._ ESMT o 5 , R Q 35' 12 CORAL `� i S 89'32'00" W 285.45' 6 110' 1 " 105' 12 COMMONS 1 S126DC 15.0' .ai r�:�' 8 145' 1 " L 900 �3PRIVATE 1S126DC 1 S126DC 1 S126DC �` 9 215' STORM w' SEWER TL5000 TL5100 TL5200 10 140' 1 ' ES T r 11 165' 12" 12 150' 12» 13 175' 12" 14 145' 12') FIRE SPRINKLER NOTES: 1. FIRE SPRINKLER FOR BUILDII`'G 11 TO BE DESIGNED TO NEPA S'ANDARD NO. 13D HAZARD RATING. ADA 2. SPRINKLER WORK TO BEGIN ,AT A AND ON IN R/W C/L WATER HEATER CLOS2" THREADED ET WILL 30.0 FIRELINE INCLUDE A BACKFLOW DEVICE & MODEL SAWCUT AND MATCH 1.0' FROM �1 5, 18.0 13R RISER ASSEMBLY. EXHIBIT EXISTING PAVEMENT EDGE 4 ASPHALT CONCRETE MIN. OR MATCH EXISTING NOTE: 3. DIVERTER VALVE TO BE PLUMBED 1-1/2" TYPE "C" ON 2-1/2" TYPE "B" SAWJCUT LINE t' FOR DOMESTIC WATER SERVICE, EXISTING 5.0' IutiN!►aUM INSIDE PAVEMENT 15"BAS- ROCK PLANTER , .5 3"- (3,14"-0) LEVELING COURSE STRIP , EXISTING EDGE OF 12.0 PAVEMENT . . . 12" (1 1/2"-0) AGGREGATE BASE 5.0' MAX. v • • . 95% OF MODIFIED PROCTOR ASTM 01557 < w 2.0% 2.5% Q z COMPACTED SUBGRADE SOILS _.---- (n J APPROVED NATIVE OR 95% OF SIDEWALK STANDARD PROCTOR SW CORAL AVENUE SW CORAL AVENUE A.C. PAVEMENT SECTION HALF STREET WIDENS FROM APPROX. 10.2'-13.3' TO 23-0' NOT TO SCALE 15' ROW DEDICATION REQUIRED PROJECT NO.: 328-029 NOT TO SCALE TYPE: CONSTRUCTION DATE: SCALE I h 20 0 10 20 40 1 IN = 20 FT N:\proj\328-029\dwg\Civil\Sheets\328-029-building permit.dwg-SHEET:2:4x36 Jan 19, 2007- 10:53am a LEGEND _a.r y13 -- PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY - - - - - - - - - - - - - - - - - - - - - - I PROPOSED CURB AND GUTTER -----' t - PROPOSED CENTERLINE _ _ __.__. !.-------- --•- EXISTING CENTERLINE __- SW CORAL STREET 5+00 9+00 ,o „+� COMMUNITY s+00 7+00 - - - +- PROPOSED HANDICAP RAMP 4+Or 0 5+00 A: 7+97.94. +s ; DEVELOPMENT SEE DETAIL A .. .6 OL..O> DRIVEWAY CL : ;,CF;tYAY `r- THIS PAGE Q '= PROPOSED A.C. PAVING PROPOSED SIDEWALK a — — "Cie z •., i" ° ° — — — N9600 SW Oak, Suite 230 X. LIGHTPOLE '• PGE #01126 y ® f 0 EX. LIGHTPOLE PROPOSED FENCE soon c a.,,•„ PGE #01126 1 Portland, OR 97223 5803 77 [�I 03-452 8003 [ ] 503-452-8043 ik 5 F J ° -• � • I 1S126DCZ I www.alphacommunity.com ` a 7'L4000 STREET NOTES: ___.. . .'• TAPER LENGTH 110' FROM STA z ; — - 1 8+40.27 TO STA 9+50.25 REVISIONS I rn NO DATE DESCRIPTION 8 z 1 S126DC 8 C TLA400 8 m STREET LIGHTING LEGEND a m • _ _ , . . . __ - ._' ( I I EX. PGE WOOD POLE WITH T PROPOSED 200-WATT HPS ' ••- a' *_0 FLAT LENS COBRA ON 6 MAST ARM I I *STREET LIGHTING, DESIGN PER P.G.E SCHEDULE 91, • ' OPTION 'A' & CITY OF TIGARD SPECIFICATIONS. i i 1 J ♦ f 1 S126DC I I TL6700 i EX. 223.08 TC PROP. 222.29 TC 1 R _ 4.,_._6�8�._-._ 5+59.5, 18' RT 5+55.8 I . I EX 5' SIDEWALK i U' EX. 223.20 u, �, SCALE coo ' a o PROP. 5 `� . SIDEWALK 30 0 15 30 60 - - 19.36 - - - EX. R.O.W. PROP. R.O.W. . :; ,�;� t :::r - 30 FT _�_ . A 1 IN : . F IS 240PE" SIDEWALK CONNECTION DETAIL 1-1 SCALE: 1"=10' OR G0N Q 12 SRT F. C PSP r-- - ----- ---- - --- ------ - VALID THROUGH 12-31-07 1 P�71 STA - -�•„. , _ _ _ ._._____._------_-_-_____...-__--.__ � I PVI (LEV-= 21�.08 {{ I w j �.D. - 3.2 I I Iz I j K = 91.400 230 •-- ----- ---- -- -------- -- I-- --__-I � , oo.�o vc -�-----------------'------- I -�-- I o o I i a_ i I I I I I i I , I Ii i I ► z , I I, CORAL ci Lil N � ' I N f I I I I I COMMONS > I I 225 � Q I I I I ; \ i EXISTINJ GROUND LINE AT C NTER OF ORAL DRIE I I 1 I I rn N 1 i I I I � + 220 PROPOSED GRO ND LINE 4T FLOW LI E I ( I I w w I SW CORAL 27 I I I — STREET IMPROVEMENTS 215 - - PLAN i I i I 1 I I S I I I I I I 210 I I I i I 205 ----- i - ---- - - - --- — ----- -------- -- - - -- -' -- --- ._ ------ - . _ _.. _ ..-- --- - ._ ----- �_-- ----';---- _ -_ - ---- - _ --- - - _ - '- PROJECT NO.: 328-029 TYPE: CONSTRUCTION Ij C SPIV CO L STREET i PROV MENTIDATE: -7- (DS ( I I iA ORIZONTALI SCLE: 1" 30' VAL SC1 - E TICA E: " - 31 . I h _..._ _ -_ ..__ -_-__ 3+0 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 N:\proj\328-029\dwg\Civil\Sheets\328-028-CORAL RD.dwg -SHEET: 24x36 Jul 06, 2006- 1:19pm sms e � .XIS 1. SIDIMH z1> Mr! GRATE=217.71 • tr �. C} 1._ .� �1 'Y. _ 5 LEGEND - - - - - - - - - - - - - - v' -- - - PROPOSED SANITARY SEWER it t t EX SANITARY SEWER - - -r�_ �ORAL STREET t P ..----�--_._-'___._._--__� -�-��.=--..�_=-��-�_.:j•-.`._.._--�__ __._ . .`�.;:-��::: _-�� _ _,_-... PROPOSED WATER LINE �i T - - - -- - - -- - - - - - - - - - - - - - - ---- - - - - - - - - - - - - -- - - -- - - - - - -- - - - - - - -- - - - - � - -- -_.t_�, ,_�_�.- - - -- - - - - - - - EX WATER LINE E COMMUNITY SD PROPOSED STORM LINE DEVELOPMENT 7+OQ, 8+00 + XSD EX STORM LINE y, ,�..w_., ..„_,V; ..,-, ......:., ...,....>...... < .. ., � PROPOSED SANITARY MANHOLE ..`.--- ,. EX SANITARY MANHOLE W a Suite. . .. . ... ..- . 9600 S Oak, S t 23I h 0 PROPOS TA . . . _ - . or an P tl cl OR 97223 T. EX SANITARY CLEANOUT :=TT 503-452-8003 xo,t OLE 03 2-8043 ...__.. ...._-_- .{�J{ ..__� � I ,. •- '-�- ,. rr--•- • PROPOSED STORM MA (T] (F] 5 45 EX STORM MANHOLE www phacommunity com �Y. N89'33'08" E 285.45' - - - - - - - - - - - - - - .al ■ PROPOSED CATCH BASIN EX CATCH BASIN -- I � ' i ----------------------------F_t- c.------ Tom//'-_ ---- ......:._ -------------------------------- .. I -` - PROPOSED FIRE HYDRANT 1 - I EX FIRE HYDRANT REVISIONS { F ! ® PROPOSED WATER METER NO. DATE DESCRIPTION LL-7 1 EX WATER METER j 1 S126DC ® PROPOSED WATER VALVE � ' I t I I ,._� I I 1r--5 I I-----J I TL4000 EX WATER VALVE I ' PROPOSED THRUST BLOCK 2+21 j EX THRUST BLOCK 1+78 1+98 L=37.5' I ! r- i L=28.7L=1 z L=34.6 IIE-213 2 j 2.8 _ -- ! IE=212.9 - -_- L=13.2' IE=214.0 � I I _ I � IE-212.7 o i I E=211.8 ! 1 E-211.8 -------.,__._.__� I E=214_.0 000 SDCB #01 ' 1 2 0 00 ® 2 SDMH #04 SDCB #04 cn s I I - ------- --_. -----------� o 2+151 L=11.4' i-' o ;, STORM IE=2oa.7 ' t--- r-- i O M NOTES: I 1 1 0 ' 1+58 2+54 i f*1 INSTALL SHALLOW FLAT TOP L=5.3' SOLN L=6.1 _ I ❑1 MANHOLE PER CWS STD. DWG. I E=212.0 Sp IE=212.7 i� p _ _.....__, ® v 040. i 1� so 3+08 I°D ❑2 INSTALL LYNCH TYPE AREA DRAIN I ` So SD L=8.4' PER DETAIL ON PAGE 12. 1 4 SDMH #03 0v 2 IE=213.1 1 I I INSTALL FLOW CONTROL MANHOLE I�----- i 1 49 i 10 2 u 2+47 - ! • I z i SDCB #02 L=7.2 s -- PER DETAIL, SHEET 14. PROFF ' o I L=5.0 N IE=212.7 ; 8 _ 2 SDCB #0 �� G I NfE• / -- �_ 1+74 v�_ I IE=211.9 I ; , ® HOLE PER CWS STD. INSTALL MAN 6 4 E ® ___. r--- 3+14.73 - ❑ L=8.0' i `-1+31 i f � �- � 3+00 � 4 DWG. #010. f __ - ' ' IE=208.4 � r- J L=5.0' � ' _.._., I � L=7.2' L-7.4 o cor� �- j i I IE=211.9 ® �! j IE=213.0 IE=213.3 I I ❑5 INSTALL 48 STORMFILTER VAULT 12 1+76 ! ; 1S126DC PER DETAIL, SHEET 14. �F�� { I ; TL6700 F �P E 212.9 -- ` �; © INSTALL SDCB PER CWS STD. DWG. VALID THROUGH 12-31-07 �II ! STREET STA: 8+39.10 ® 18.00' RT RIM = 215.70 +/- CONTRACTOR ' ;PRIVATE j TO VERIFY IN FIELD STORM I � � I --- ----� ' 5. ' 1 SEWER ! k u IE = 213.70 OUT (12 SE I I E SM T ) 15.38 LF 12" PVC S=0.0050 ----- ---J SDMH #01 5 D ' RIM = 216.53 I IE = 213.53 OUT (12" SE) CORAL 1 1 51.26 LF 8 PVC S=0.0161 S 89'32'00" W 285.45' I ` ❑ INSTALL CLEANOUT PER CWS STD. COMMONS "' i 3 SDMH #02 8 DWGS. 150 & 160 J n, I SEE PROFILE FOR INFORMATION SEE SHEET 9 SCALE FOR OFFSITE 20 0 10 20 40 STA: 2+28.16, 7.03' LT. STORM SEWER RIM=220.57 IE = 217.57 OUT (6" E) I- --_--- ------�- --- ---- ---- ---- ---- ---------- - --------- ---- -� 7.03' LF 6" PVC S=0.8843 1 IN = 20 FT j STA: 1+93.83, 3.0' RT. ! PROPOS D GROUND ! 10 RIM= ABOVE �TORM LINE ❑ „ EXISTING GRO ND I ; IE = 212.80 OUT 6 N ABOVE STORM LINE 1 I -- -------- _ I------ -- --- _-------__-.._.._-- -----._._. ._ .__---_.__-.___..._,.__._____-__....., � 3.0 LF 6" PVC S=0.2600 220 ---------- ------- - - -- -- -,_-----.---- ----- 1 i i I 11.7 LF ( I SDC01 1 - - - - - ` 12 PVC ! EXISTING GROUND j STA: + - - - - - I - SDR 3034 I ABOVE STO M LINE ; RIM = 2' 6.0 PRIVATE STORM - - - - !- S=0 0050 - I ! I ---PROPOSE _.-GR4UN0- +----- -- --- -- - --- - - ..-- -- --- ---- - - - -- - -�E -- - --- - - - - - - -- ----- - ------L------ ----- -- - -1 j 220 i-- ----- ------ ABOVE STORM LINE 1 _.59. - ---- -�,�-- I �- ----- --- - ,-----� i , DRAIN 10 LF 48" CORRUGATED ALL STEEL ! r - - - - - 10 GA GE S=0.0050 ! + PLAN r 25.17 LF i" -�2"-P.�t-C_ g-_CF-7-20--_I?ve A N D 21 _ s=0.0050 I I I ", PROFILES 1 6.2 LF 12 PVC SO 3034 ® S=0.0050 LF 12" VC S=0.0050 5 LF 36 CORRUGATED � LUMINIZED STEL I SDMH 4 I S=0.00 I 210 I- -- - -- .__ DCB 03 _� --- --- - ------ _-..---- --- -- -----__. . ... -- - ------ ---------_ _--- -------- _-- - -; --_ ---- - I i STA: 3+14.73 SDMH 02 I I I TSDMH 3 ; I RIM = 216.0 ! RIM = 216.0 I , STA: 1--11.67 IE = 212.16 I N (12 SE) I IE = 212.94 I (4" SE) STA: 1+25. 7 i j RIM = 18.67 i IE = 211.96 OUT (12" SW) I ' " RIM = 217. I " IEI = 212.74 OUT (12 NW) IE = 207.8E' IN (36" N) l IE = 2' 1.53 IN (12 N ) i SDMH 1 IE = 207.8 ' OUT 12" W I IE = 211.20 OUT 12 � �- ------ SUMP-- �b3-fib 1---- -----.____----. __.__ I_.._._.---------------,_____-___-----------_-_._ _._..------ 200 ._ .200 1-+04---- t RIM = 217.0' _ I i i IE = 207.73' I (12" E) IE = 205.43' QUT (12" S) ___----------_-----..�---.__--___-- _ ' _ PROJECT NO.: 328-029 - -------L----------�--- ------ -- --�-- 1+00 1+50 2+00 2+50 3+00 1+00 1+50 2+00 TYPE: CONSTRUCTION DATE: -7 -a.Oi_G(O SDLN 1 - PROFILE SDLN 2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' N:\proj\328-029\dwg\Civil\Sheets\328-029-STORM.dwg-SHEET:2436 Jul 20,2006- 10:37am sms ate:{:...•' INSTALL INLET T1 Al PROTECTION PER STORM NOTES: ' DETAIL DWG. 4-24 I INSTALL INLET CATCH BASIN COMMUNITY 1 (CG-48) PER CWS STD. DWG. #240. 2 REPAIR 6" CURB PER CITY OF DEVELOPMENT TIGARD STD. DWG. #125. •IS126DC: L900 1lL4 +D0 ❑3 REPAIR 5' SIDEWALK PER CITY OF TIGARD STD. DWG. #120. 9600 SW Oak, Suite 230 ASPHALT PATCH PER CITY OF TIGARD STD. DWG. #182. Portland, OR 97223 W W ❑ INSTALL MANHOLE PER CWS STD. (f] 503-452-8003 [F] 503-452$043 INSTALL INLET IJI DWG #010. www.alphocommunity.com PROTECTION PER DETAIL DWG. 4-24 I IRSTAtt 1 L , ` REVISIONS (n SEDIMENT,FENCE PER ' LEGEND DETAIL AWG. 4-16 - ` 1 - NO. DATE DESCRIPTION EX 1-FOOT CONTOUR SAWCUT AND PATCH G EX 5 FOOT CONTOUR 0 j AC PAVEMENT PERS R,-;#06 5 EX SANITARY SEWER ' STD. DWG. 182 (6' WIDTH) - --- }- EP ---------- �._ .. A LIN 93.271 I I EX STORM LINE 1 <SD GSD EX SANITARY MANHOLE „� 90'3'55" mom' CLEANOUT ;moi EX SANITARY - -------- --- --- --- ---- ti ------- ------------- m' 1 tt 4 15' PRIVATE STORM -y rt i ni EX FIRE HYDRANT J EX WATER VALVE RETAIN AND PRO1 - CT DRAIN EASEMENT ` =t `�3 fo L -_ ------------ __ 2 EXISTING TELEPHONEkv i f• •_- - EX WATER METER RISER �,ti — ? EX GAS VALVE / •� � ``'' -P _ EX TELEPHONE RISER M ---- -- - F °�=�� ;a . ---_-------- -___--------� ® EX LIGHT POLE 1S1 GDC r:-_, ry j 1 26PC QD EX STORM MANHOLE I - - -- TL4 00 , ,�,: 2" , �, �• I ❑ EX CATCH BASIN ------------ STORM DRAIN EASEMENT SD PROPOSED STORM LINE :. ��`� ' . ,1 i • PROPOSED STORM MANHOLE 1 ■ PROPOSED CATCH BASIN G� PROF SEDIMENT FENCE i BIOBAG BARRIER �' ?- P�� A.C. PAVING - OREGON 12, OFFSITE STORM DRAIN - PLAN VALID THROUGH 12-31-07 SCALE: 1" = 20' PL 225 i � i 225 CORAL Z COMMONS I= F- L 1 of ! I 220 ---------- --- - - ----�-------- ------------- - ------ __-- ------__- ---;------------- -+----- - _ 220 Z w Z I j iETAINING WALL i CV N �� ; I 0 � N I Z Z W I I Z 00 - or � M - 215 -m +-©-�: - -�- -------- ----I-- ----- ----- - --- ----------�--- ----- -1---- --------- -------- - 215 =o II NN i I 1 �U- W W PRIVATE i ( EXISTING GROUND ----- I-------------- -------------- -►--_ ----- _�_. _- - - =------ _--I-----_ OFFSITE 210 -- -� - - _ - -7 210 STORM DRAIN --� I r 193.26 LF - 112° C900 PLAN & PROFILE I 00.0050 205 - _- -__-_- --._ - -_.- ---- 205 SDMH 01 STA: 11+93.25 RI = 217.0 j IE = 207.73 IN 12" E { j IE = 205.43 O T (12" S� i i I 200 _-- -------�--- ---, - r 200 I I I I I 10+00 10+50 11+00 11+50 PROJECT NO.: 328-029 TYPE: CONSTRUCTION DATE: -7- 30 -ou SCALE OFFSITE STORM DRAIN - PROFILE 20 0 10 20 40 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' 1 IN = 20 FT N:\proj\328-029\dwg\Civil\Sheets\328-029-STRM-OFFSITE.dwg-SHEET:24x36 Jul 20, 2006-9:44am sms LEGEND - ss - PROPOSED SANITARY SEWER EXIST. SSMH EX SANITARY SEWER RIM=219 8o w - PROPOSED WATER LINE IE 8" HN W=21315A4 , _ alpha .4 IL 8' Ui;a E=205.91 EX WATER LINE 1 SSMH #1 -- `o -- - PROPOSED STORM LINE - - - - - - - - - - - %� - - - - - - - - - - - ----xsU---•- EX STORM LINE COMMUNITY yj --EX. FIRE HYDRANT SW CORAL qffl�VE OO PROPOSED SANITARY MANHOLE Q11 EX SANITARY MANHOLE DEVELOPMENT - - - - - - - - - - - - - - - - - - - - - - - 1 CLEANOUT - - ---- ---- - -- - --- - -- I cv - -- - - - - -\ - - -� - - • PROPOSED SANITARY CLE T - ------------ _..__x;o1; _ EX SANITARY CLEANOUT OLE 6+00 - - ?~ 7+00. - s 8+00 9+00 PROPOSED STORM MANHOLE W Oak, Suite 230 5+00 EX STORM MANHOLE 9600 S - H - - I Portland, OR 97223 - - - - - - - - - - - - - - -- - - - - -- - - - PROPOSED CATCH BASIN _ - - - - - - - - - - - - - - - - A BASIN 03 03 0 8043 - _ -xw `""" -""-"-'" "`-` -• - .-.__ _ B S 5 452 80 F 5 3 452 xw. EX CATCH �1 I 1 '•''CC``'' N v-- * PROPOSED FIRE HYDRANT www.alphocommunity.com -, .. # .. - > :!z - _ . .x ;,.. _. _ Mkt ---------x0i- ._ .. - x0i+ --- EX FIRE HYDRANT lvi X. FIRE HYDRANT S EX. METER TO BE USED - _ - - - - _ - - ® PROPOSED WATER METER v FOR IRIGATION AND COMMON89'33'08' E 285.45' - _ a EX WATER METER - - - - _ -MEETING ROOM - - - - 1 SSMH #2 Lt II ® PROPOSED WATER VALVE REVISIONS ��,--i----� ALJ--- ------------------------------- ------3 --�----- -1- --------------------- ==---------- w EX WATER VALVE NO. DATE DESCRIPTION --! TYP'-- --- -7 _ ._I ---"----- - - t PROPOSED THRUST BLOCK COMMON 5 I ¢ i EX THRUST BLOCK MEETING , , ! i j i ROOM 1 � 3 4' 1 S126DC TL4000 1 I 1 ! G1 i 1 G2 SSLN 1 I SSLN 1 ( I STA: I G3 G4 I 45. I , ' STA: 3+64 _ STA: 1 I , L=40.9' L=42.0' ! E 209.1 1 z Z I I IE=210.8 I IE=210.1 L -- = - ( - I U SANITARY NOTES: ----- -= �- SSLN 1 N I STA:1+91 O INSTALL STANDARD SEWER 00 I I L=5.6' MANHOLE PER CWS STD. DWG. 00 i -_ IE=206.3 I N #010. ' c SSLN 1 -; o 1 S126DC i 6 STA: 1+99 IN O INSTALL STANDARD SEWER SSLN 1 00 CLEANOUT PER CWS STD. DWG. :MH - I TL4400 1 3 STA: 3+78 ! L-8.4 o #150. IE OUT = 207.08 L=7.0' rIE=206.430.85 LF OF 8" PVC S = 0.020 rn IE=210.4 ! - 71. INSTALL STANDARD SEWER J - CLEANOUT PER CWS STD. DWG. SLN 1 i I S _ SS 1 SSMH #3 I� #150. SEE PROFILE SSLN 1 CSD PREF 4+20 LSTA' L=16.5' i ® INSTALL 4" PVC SANITARY SEWER �O I NF IE=213.5 + SSLN 1 i STA: 2+88 ! ^ �_- LATERAL PER CWS STD. DWG. 6 ---- STA:3+50- ; # L=6.1' MINIMUM SLOPE 0 0200 SSLN 1i I L=6.2' ay OREGON ---STA: 4+33 , 1 ® if !IE=209.7 IE=208.2 - - - !L- S • STA:N 2 1z, L=15.3' 1 i SSLN 1 i TYP. 4 -.-_-- i0+21FRT IE=213.6 i I STA: 3+96 L L SSLN 2 L=8.3' F. CP`' 1 r L. _ STA: 0+26 IE=207.2 VALID THROUGH 12-31-07 IE=211.0 j I L=2.o' i` 1S126DC ! 12 - J IE=207.2 -� I TL6700 ISI J i ,� - --I , 14 + 13 I j SSLN 1 '� p 3 L ----- - I STA:3+21 1 ! i L=37.3 i 2 L-----' i IE=209.7 i { (� I 1 p WATER NOTES: CORAL I I 0- 1 --- - - -------' 1 INSTALL 3/4" SINGLE WATER SERVICE CONNECTION PER TVWD DETAIL # 7. COMMONS HYDRANT PER TVWD - - - - - - - E STALL FIRE H - TAIL # 101 ma7�� 1�3 S 89'32'00" W 285.45' 1S126DC Uj i I I - - - - - - - Q3 INSTALL FIRE LINE TO UNIT 11 TL4900 1 S126DC `� ! 1 S126DC ! 1 S126DC Of a1 TL5100 TL5200 TL5000 I I I I I PROPOSED GROUND ABOVE SANITARY LINE SANITARY EXISTING GROUND ABOVE SANITARY AND - WATER -------- ----- ----- 29.88 L V-Pvc _ i - - _ I - -- - - - - - - - - - - - - - - -L__- PLAN & a 0-50 SLOPE ; PROFILE 8" STRM (�8" STRM 0 o . 1 CL 12' SRM 1- --- - -- -------- --- - - --- -- - - - I 210 --- 186.96 LF PVC ® 1.0% SLOPE ' 1 I I 98.16 LF 8" PVC p 'I.0% SLOPE 3P.0 LF 8" PV I O 1.0% SLOPE "CTP I I r IE = 20 98 OUT (8" + ; +TA- MH 03SSMH #02 : 2+28.18 S A: 1+30.02 ill IE = 21 .01 IN (8" SIN) ISSMH 01 i - 216.30 RM - 217.29 1 - 206.91 OU" (8" N) I IE = 205.73 OUT (8" N) I STA: T+00 _ _ `` _ _ € - _ ST. STA: 7+92.82 ® 1.67 RT. PROJECT NO.: 328-029 200 --- - I( -- -- - i r ---- _... .___ ----- 2DT.ifi-lIQ S W,S� Tl`= 2Q5. (8 -$). -f. - ------ RIM = 216.60=/- -� i - -) I CONTRACTOR TO VERIFY TYPE: CONSTRUCTION IN FIELD DATE: ! IE = 205.23 OUT (8" W) IE = 205.43 IN (8" S) SCALE -- ---,.�---- --" -1 20 0 10 20 40 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 SSLN 1 - PROFILE 1 IN = 20 FT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' N:\proj\328-029\dwg\Civil\Sheets\328-029-SAN.dwg -SHEET:24x36 Sep 21, 2006-8:47am gmt r' 10' MIN. k EXISTING PAVEMENT DIG OUT REPAIR /-SAW CUT OR GRINDING 6" CLASS "C AC -OR - 3" CLASS "C AC ; CURB JOINT 3/4" R 6" EDGE DRAINAGE BLOCKOUT ON 8" OF 3/4"-0 5' MIN. SEE NOTE 5 ROW 3" I.D. PLASTIC PIPE W/COUPLING r 2% SLOPE TO STREAM F-27< 6„ " __r- �- DRAINAGE BLOCKOUT 1" BATTERI __Z� , ,7 ROAD r 3" I.D. PLASTIC - _-z PIPE W/COUPLING ROAD 1" 6^ 1" R i AC ti ri --F 12 COMPACTED SUBGRADE 2 OF 3/4'-0" BASEROCK 16" 6" 1/2" COMPACT & STERILII E SUBGRADE FABRIC MAX. AS AGGREGATE BASEROCK p w , BASE COURSE�� COMMUNITY_ O M '\�I' U N � TY SIDEWALK ADJACENT TO CURB 24 COMPACTED SUBGRADE MAINTENANCE ACCESS v �/ ®®® DEVELOPMENT �-+ 5' MIN. RDW LOCAL STREETS: 9, 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR 6" APPROVAL FROM THE CITY ENGINEER. AC - 6" CLASS "C" ASPHALTIC CONCRETE, --.-27 AB - 4' (1-1/2" - 0") AGGREGATE BASEROCK ROAD 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 5' MIN. " AC - 8" CLASS OR ASPHALTIC CONCRETE 4" OF P.C.C. ON 1 1/2 9600 3/4"-0 9600 SW Oak, Suite 230 . 3. EXPANSION JOINTS: 2" OF 3/4"-0" BASEROCK A 10 BE AT EACHPOINTOF TANGENCY OF THE CURB. NOTES: ) Portland, OR 97223 COMPACTED SUBGRADE� 2) AT EACH COLO JOINT. MINOR COLLECTOR STREETS: �- 2% SLOPE TO STREET 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES. AC - 7" ASPHALTIC CONCRETE, SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) AT EACH END OF DRIVEWAYS. AB - 4" (1-1/2' - 0") AGGREGATE BASEROCK _ [T] 503-452-8003 [F] 503-452-8043 NOTES: TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 4" A.C. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, OR www.alphocommunify.com 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL WITH A THICKNESS OF 1/2 INCH. AC - 9" CLASS "C" ASPHALTIC CONCRETE OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2". FABRIC 4. CONTRACTION JOINTS: MAJOR COLLECTOR STREETS: PEDESTRIAN PATH OR BIKEWAY 2. PANELS TO BE 5 FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART A. SPACING TO BE NOT MORE THAN 15 FEET. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. AC - 9" CLASS_"C" ASPHALTIC CONCRETE, 11111110 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, AB - 4" (1-1/2 - 0") AGGREGATE BASEROCK p UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO NOTES: REVISIONS 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2"-3" 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE AND MAX. OF 3 FEET FROM PROPERTY LINES. NOTES: NO. DATE DESCRIPTION CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A. 3" I.D. PLASTIC PIPE WITH COUPLING. 1. JOINTS TO BE TACK AND SANDED. EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 925 MIN. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 3. SAWCUT SHALL BE TAC COATED KITH BITUMINUS ASPHALT EMULSION. 4. COMPACT AND STERILIZE SUBGRADE. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. APPUM". '"NM fro No SCALE APPROWD BY. NO SCALE Mrnm111A NO SCALE A`9110`FD 6Y' NO SCALE kGUSTIN P. DUEHAS N�scA� B4aINkflONa DUVRIMM AGUSTN P. DYOUQ PAVEMENT DIG-OUT AGUSTIN P. DUENAS AGUSTN P. DULMAS GUSTIN P. DUENAS EI4GINEEMNG DEPARTMENT QTY mum OFD.NO. ENONEERING DUARTAENT MAINTENENCE ACCESS OR enemslo D[PNr910+T CONCRETE Dwm NO. CITY D$mm1 DWG. No. M25&K FALL DAL° THwn,cacaw 9m3 ENdN07t1NC DEPARTMENT CITY DK4dR arT sI45oR 13125 ss HALL BUD. STANDARD CURB DWG. No. sa aaa r »:m,scan+47n3 13719 s�.HALL eLw. 710.,9 a1o�w�� CURB DAC GUTTER 1>,a s..,,,�,aLa an n�r3n . w.mDREW*4>:v T 4�n3 row �„ fa6 AND REPAIR $2 MARCH 1998 PEDESTRIAN/BIKE PATH YAx: we.-sal LWICN INIS Lax(ms)434-4171 . �:X3439-4171 SIDEWALK 1 20 ,x: 163.-4m MARCH 1998 2 C E � '7 MARCH 1998 2 6 CITY OF TIGARD FA" Lw�l aaa-rm 166 roue )964-7267 W INN L FAX 064.7"7 J CITY OF TiGARO aeva Mr11aML Gs CITY OF TIGARD �RWAL D.rz CITY OF TIGARD CIN OF 11GAR0 aFrro� APPROVAL DATE ort[no1 o.ma1 m9Dw.9As aHEOOH AVFAovr�L DATE SAWCUT ' 1 CONSTRUCT 1/2" TO s EXISTING DRIVEWAY - 7'-0" 8' PUE SURFACING \ 3/4" RADIUS LIP - - MATCH WIDTH & GRADE I_ MATCH EXISTING MATERIAL CONSTRUCT DRIVEWAY APRON l�-5'-6"tel z TOPSOIL MIN. 3" SAWCUT AND AS A R W LINE iv DIRECTED VERTICAL BREAK : - 'a m Y LOT TO BE BASE MATERIAL '' - - ' EE NOTE 4 -1 SERVED .. .': . E ISTING ti' 'GUTTER•. :.� .. .:.4 -1. • 'e': VARIES 'AAAA' .. _ � Q • F.! 3 P VEMENT q as . .4 �' SEE NOTE 3 0 a ..a x m 5 CTION w i-. Q ,` j Z a m ZX 2" OF 3/4"-0" COMPACTED AGGREGATE NOTE 3Uj a Z SEE N� N N o CURB AND GUTTER z0" Ni <B' �Z amJ ,_ 5 MIN 2% SEE NOTE 2 2% SIDEWALK J o 1PROPERTY LINE 5 gQ �� U o V SEE NOTE 4 3 w ,n Q 1 A a o CONSTRUCT 1/2" TO 6' 30' MAX 6' o OFFSET LATH m 3/4" RADIUS LIP ~ ON PROPERTY LINE a WCUT MIN 2' 10' MIN PR( E , OM FACE OF CURB MONUMENT CASE & COVER PROPERTY LINE AND LOT � SEE NOTE No i f CONSTRUCT DRIVEWAY APRON PLAN NUMBERS MARKED IN WHITE zm o PAINT ON FACE OF CURB V� 1 N �G EF �4 L 3/4" PLAN oa '- ,,,. � , ... '.• '•s•; •.• :, .'' y NOTES: 6" R/W � 24 E MO OR 'ON I h P +EMENT •! ' 1. MONUMENT BOXES TO BE CAST IRON OR 2% �V S CTION ••%�' ALLOY SUITABLE FOR HEAVEY TRAFFIC STREET -6" �� Al i2 L wO ' LOADING #1036 OR 1033 SUPPLIED BY: r i 6" MIN 6" MIN y 2" OF 3/4"-0" COMPACTED AGGREGATE �:•: . !. .• F,p �P 6• MIN BEDDING BELOW W R RB INLAND FOUNDRY CO. INC. _ T F. CPS OUTSIDE OF PIPE BELL STANDARD CU 2" OF AGGREGATE z P 191 N. 39TH 25:w SPRINGFIELD, OR 97477 (3/4"-0") COMPACTED VALID THROUGH 12-31-07 n o< (541) 747-9172 SECTION A-A SEE XNOTE NO. 4 MESH LL NOTES: OR 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE CUSTOMER SIDE TO CURB FACE AS POSSIBLE. NO. M 1010 AND SUPPLIED BY: NOTES: TRENCH FOUNDATION 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS OLYMPIC FOUNDARY 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. ELEVATION STABILIZATION, AS REWIRED DIRECTED BY THE ENGINEER. SEATTLE, WASHINGTON RECOMMENDED 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. NOTES; COVER 20" 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM E 2 FEET 2. ALTERNATIVE TYPES MUST BE APPROVED 1. A 6 FT OFFSET LATH ON CORAL OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED BY THE CITY ENGINEERING DEPT. PRIOR 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED PROPERTY LINE AT 8 FT AND REPLACED. TO INSTALLATION AND MUST CONFORM NOTE: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. PUBLIC UTILITY EASEMENT 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING TO THE FOLLOWING MINIMUM DIMENSIONS: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 2. JOINTS TO BE TACK AND SANDED. BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE 3. APPROVED FOR ALL STREET CLASSIFICATIONS. SUPPORT UNDER PAVEMENT. METER COMMONS 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW CURB STOP 5. AFTER CONCRETE HAS CURED, SEAL JOINT. FINISH GRADE. TYPE "K" SOFT COPPER TUBING APPFOVO ar. NO SCALE �I'®to NO SCALE NO SCALE ApmK m 4Y' NO SCALE AGUSIIN P. DUENAS P. OURVAS AGUSTN F. OUOIA3 03-1 OaW 6noam zoo m 3300 ENOWEERNO DEPARTMENT TRENCH DING. NO. nNar�wllo NFAl SOM CURB KNOCKOUT DTA, Np• a4anuTm DIPARTre4r aTT e1rmR MONUMENT am NO ENGINEERM DEPARTMENT �,o� TANDARD DRIVEWAY DWG. No. 13125 sr.e44L&%Q a1Y 913."71 IM25 to NAIL 60m °n'CI L 13125 iK HAL OLM Una iK NALL DAL°. DETAIL No. Txkmw,Owom fmT TOAID,onmw 9412] T"D,OREGON 47713 BOX TwARD. 4= SINGLE WATER SERVICE wcE, ev-4171 MARCH 1998 BACKFILL 80 Lax�aD33aT4 223 „„RC„ T9a! FOR DRIVEWAYS 45 Lax a a..o, MARCH Tyy� 70 Faa e "4-•7271 w CURB-TIGHT SIDEWALK 42 FAX' 684-M7 FAx 6D3 66+-7"7 ��"" `"� '°'-'m' Tualatin Valle Water District TYPICAL INSTALLATION 7 PTY OF TIGARD a ArvwvK DATE CITY ORFGTIGARO q17 O CARD AT��o4t.oAa CITY CARD APvwvu DATE 18" MIN 24" MAX SIDEWALK ADJACENT TO CURB VALVE RISER ° COMPLETE SIDEWALK 1E8MI 3" MIN - 6" MAX BREAK FLANGE 17 /-DRAIN ROCK POCKET STANDARD 4 CU FT MIN -6" DUCTILE IRON PIPE DETAILS AAAA:. 6" MEGALUG RETAINER GLAND (EBAA IRON) 6" GATE VALVE CONCRETE PIER FLG x E BLOCK MJ MJ x 6" FLG TEE SEE NOTE No 1 THRUST BLOCK SIDEWALK NTH PLANTER STRIP AT CURB 18" MIN 24" MAX -51DEWALK 3" MIN 6" MAX BREAK FLANGE 4 FT (REF) �i PROJECT NO.: 328-029 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE TYPE: CONSTRUCTION IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. DATE: G��n/�� 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED. RISER l FIRE HYDRANT DETAIL No. TualatinValleyWaterDistrict STANDARD INSTALLATION 101 N:\proj\328-029\dwg\Civil\Sheets\328-029-DTL.dwg - SHEET: DETAIL-1 Sep 20, 2006-2:47pm gmt Tw--I I- Hoop Ralnf. NOTE: MAX. LONG. BAR SPACING IS 12" C.-C. 1 Hoop 1" qr. min. typ. 60"0 Manhole Section (coni.) Notes: Typ Construction joint Construction joint INVERT TO T =5.0" T = 6.0' T =6.75" M ` 1. Manufacture manhole base section and risers STREET GRADE auTsm imm d1 cat. OUTSIDE WDE ON CTR O TODE NaOE ON CM. Long. Rainf. above in conformance with ASTM C478 2-No. 4 Hoops 2-No. 4 Hoope c except as noted in specifications and herein. min. - Grout annular 1" min. - Grout annular TYPE 10 Ft to 15 Ft 0.16 0,15 0.24 0.1fi 0.09 0.20 0.13 0.08 0.17 ; , Lap length for hoop reinforcement In band space with nonshrink gout space with nonshrink grout 15 Ft to 30 Ft 0.32 0.18 0.53 0.25 0.19 0.42 0.22 0.16 0.38"h' shall be 30 bar diameters and laps shall14TACK ALL EXPOSED IAATEPIALB'rl' (Varies) 8" T.(Varies) be staggered. 1" Cir. mitt. typ. PATCH AC TO°BEATER OF 3' -� t�dr, Radial "D" Bars �a°lr' 0 Ft to 15 Ft 0.17 0.15 0.28 0.19 0.09 0.22 0.16 0.08 0.20 a 2. Steel reinforcement In bands "h" and "b" is " pia 48' THICKNESS OR EXISTING W 4 12• MIN a Depth of ipe TYPE 2 in addition to that required by ASTM C478 D' MIN. VNIN. 'E' Bars spigot + 15 Ft to 30 Ft 0.37 0.18 D.63 0.28 0.19 0.48 0.24 0.16 0.42 (o and is shown in square inches per foot of SAWGUr EXISTING AC 6' curb e' curb LLIJ band width. Bar spacing shall not exceed 6'. • 2 Hoops t 6- 6' T6 'C' Bars-1 No. 4 hoop req d. for leas than 2'-0" clr. between blackout and top of section. Spigot depth 3. Manhole base sections shall have no joints °p YP' /N . �T- note 6) 72"0 Manhole Section NOTE: MAX. LONG. BAR SPACING IS 12' C.-C. alpha For Bose Slab see 4-08-3A below top of band 'h". 1 1/2" cIr tly COMMUNITY 4. Concrete: Vc - 4,000 psi dr(tyl, 18" min. ( �) 12' 3' clr. " III INVERT TO T =6.0" = 7.0" T =7.75" I•!:'.I-%-i-I = R;'•'_,i F =h T See E" Bare Reinforcement steel: Grade 60 Note 1 STREET GRADE oUT91DE INSIDE ON cls, OUTSIDE INsDE ON CTR OUTSIDE NSIX ON cal. F F -1 r, 5. There shall be no penetrations in hoop bond a o a0 Oo��Ooo 0 0 �d7 $0 0 0 ° cb o o O No. 5 Hoop 2-No 5 Hoop Sea Note , DEVELOPMENT "h" above plain line pipe penetrations or in ° o°o o�'b°O "°0 o p�O0 O _0 �p gO po O°°r10 3' clr. Radial 'D' Bare 0 Ft to 15 Ft 0.19 0.19 0.26 0.17 0.16 0.22 0.16 0.14 0.20 penetration longitudinalbonds 'b' next to both aides of o° °00 a Cb° Oa00 oo 0%00000-0 0 0 0 o '-b�o ° TYPE 1 15 Ft to 30 Ft 0.33 0,28 0.58 0.27 0.23 0.48 0.26 0.28 0.42 Typical Lateral openings. " a PRECAST BASE SLAB TYPE 5 PRECAST OR CAST-IN-PLACE 6. Additional longitudinal reinforcement area con " O.D. Manhole O.D. Manhole o a°0�, O 0 Ft to 15 Ft 0.19 0.13 0.28 0.18 0.15 0.23 0.16 0.17 0.28 t o °o o BASE SLAB TYPE 5 E be reduced 5071 outside of "b" bands. " „ rr " 30'MN. opt o 0 o TYPE 2 7. Thickness "Tw' is minimum manhole base NOTES: TOP SLAB A TOP SLAB B p OQ o 15 Ft to 30 Ft 0.36 0.13 0.65 0.29 0.15 0.52 0.26 0.17 0.48 `b °W O q� 1. Add bottom mat of Na. 3 bars 1. Add bottom mat of No. 3 bars each way + section wall thickness for a given p'Ipe 1.All concrete shall have a 28 day ultimate ExlsnNc o poop tP 3/a• - o each way at some spacing as at some spacing as top mat. p M a HOWS r�,OF TOP OF MN� Irv,FOR egg THAN r-p �• O CRUSHED ROCK C' Bar,- 2 diameter. compressive strength of 4,000 psi. No. 5 hoops 1' clr. min. BASE ROCK O o 0 o O top mat 2. Wall to slab joint shall be field grouted. 2 No.3 HODPs r aA.oKA PFE s1.00=1s S BE'T111M e-W=T AND Tor OF SWM. 9600 SW Oak, Suite 230 + B. Do not backfill until concrete fill over the 2.All reinforcement shall have a minimum o O �$o o°0 2. Wall to slab joint shill be field Grout is not required for slab cast in NOTE MAX. LONG. BAR SPACING IS 12' C.-C. manhole base hoe achieved 90% of its yield strength of 80,000 psi, (Grade 60). ° oO coo".0 ao grouted. contact with manhole section. 84"0 Manhole Sec on ►- 1" b O�° O°O� 3.Crab is continuous all around 3.Curb is continuous all around boas Blab, P o rt I a n d, OR 97223 manhole base strength (ieved psi). For shape 3.All lap splices shall 0 24 bar trade 0). aaooa INVERT TO T =7.0" = 8.0' T =8 75" of concrete fill see Std. Drawing NO. 650. unless noted otherwise, °� O base Slab. 4.If curb is not cost monolithic with box 1. 9 STREET GRADE auT9� txsoE aN cat. auT9oc ssDE IDN CIA. OLrTSaE wsDE IDN csx. 9. Provide 6"x6" concrete collar around pipe 4.Add steps on required by Standard Drawing 4.If curb is not cast monolithic Mob, provide construction joint as shown. clr penetrations per Std. Drawing NO. 633. NO. 010 Bare 'A' PIPE ZONE with base dab, provide 5.Base slab Type 5 mo be precast or 0 Ft to 15 Ft 0.20 0.13 0.26 0.17 0.12 0.22 0.15 0.10 0.20 [T] 503-452-8003 [F] 503-452-8043 construction joint as shown. cost-in-place concrete. TYPE 1 min. min. min. Bars "B" cir. + 6. To for base slab Type 6 assumes a 6 1/4" 15 Ft to 30 Ft 0.33 0.23 0.59 0.28 0.26 0.50 0.30 0.23 0.45 For Bose Slab see 4-08-3A- TOP„SLAB TYPICAL SECTION spigot depth. Adjust To for actual spigot www.alphacommunity.com - BEDQINc depth. TYPE 2 0 Ft to 15 Ft 0.23 0.15 0.33 0.21 0.17 0.28 0.19 0.19 0.25 FT ',I ;!,h•.I "I TOP SLAB A' TOP SLAB B' TOP SLAB B" 7.Curb may be cast in place against riser _,T1 F::1 C.!T pipe without grouting 15 Ft to 30 Ft Q36 0.15 0.6.50.30 0.17 055 0.30 0.19 0.49 COVER DEPTH 'C' Bare- 2 NNo.o.3 oovs r cup.�PPE aL.osncto�rrs a�Drsee+�a.oCMIDUTTAAND TOP�cTION. MH Thickness Band Width depth to Inside Additional Reinforcement Re tired Dia. Tw h=b Invert Pipe Hoop Reinf. h Lonq. Reinf_b 6" to 12" 4'-0" to 7'-0" 7'-1" to 22'-0" 96"0 Manhole Section NOTE: MAX. LONG, BAR SPACING IS 12' C.-C. (in) min. min. max. Duo. outside Face Iasi Foca outside ace InsWe Face Size T "A" Bar "B" Bars T "A" Bars"B" Bars T "A" Bars"B" Bars NOTE INVERT TO T -B D" - s.o' T -s.75" REVISIONS 1. TEE(.Vi TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. (in) 00 (ft) (In) 6A) (In�ft) (A) (A) 2. SEE STD. DRAWING NO. 280 FOR BEDOING,PIPE ZONE, AND TRENCH BACKFILL. SIZE 108" 120" STREET GRADE auTSDE INSDE Of alp, OUTME INSIDE ON OTR. WTVIDE INSIDE off CUL 60" 8" 0.5 t0 7 a.5 O 7}fi 12" No.5 O 9' No.5 o 9' 12" No.5 O 9` No.5 O 9" NO. DATE DESCRIPTION 08 9 1.050 185 4854Or Ispsa .3381 .33881 .22y640 .260 Type Depth* 0'-15' 15'-30' 0'-1D' 15'-30' 0 Ft to 15 Ft 0.25 0,18 0.33 D.21 0.18 0.29 0.21 0.14 0.27 8 9 1:R �5 JS {8558 Z :381 :3881 :8'43 72" 10" No.5 O 7" No.5 ® 7" 12" No.5 O 9' No.5 O 9" 12" No.5 O 7" No.5 O 7" Ta 10" 12' 10' 12' TYPE 1 15 Ft to 30 Ft 0.41 0.28 0.77 0.35 0.30 0.66 0.37 0.27 0.59 1 16 1:2 94 :7 0 :77� :7 $+4" 11" Na.6 O 7" No.S O 7' 12" No.5 O 6" No.5 O 6' 12" No.6 O 8" No.5 O 7' J D' B No.4 O 12' No.5 O 12' No.4 O 12" No.5 O 12- E" Bar Nay O 12" No.5 O 12" No.5 O 12" Nab O 12" TYPE 2 0 Ft to 15 Ft 0.26 0.17 0.34 0.22 0,19 0.30 0.20 C21 0.28 Ion ur- no .260 120 10 1:50 15 5120 115 484 722 :423 .423 .480 .480 96" 12" NEI O 5" No.5 O 6' 12" No.5 O 6' No.5 O 6' 14" No.6 O 6" No.5 O 6" 15 Ft to 30 Ft 0.43 0.17 0.82 0.37 0.19 0.70 0.34 0.21 0.53 120 11 2 00 5 78- 8 .423 .423 .713 .713 T• 15.5' 17.5" 15.5' 17,5' Z NM S HOOPS Y Ctll.OF 70P OF MH eAM111 DIEGO,fop LOS TNM 7-Cr CIA. ooT+R�Cy m 1 11 pp 3p {g or y� ggp ggp 43 108" N/A N/A N/A 12" No.6 O e" No.6 O 8' 16" N0.7 O 9" No.7 O 9" fi 0" B No.4 O 12" No.5 O 12' No,4 O 12" No.5 O 12' Mnvert to Street Grade 'C' Bare- 2 Na 3 HOOPS r CUL OYM PPE SLOaoans 5 SETWIN MAINCDUT NO TOP of SECTION, 120 14 1:50 30 54-T2 :880 :880 .677 .B77 Concrete: F. = 4, 0 pet " " » " E" Bor Na5 O 12' No.5 O 12' No.5 O 12" Nab O 12' Steel: Grade 60 N ANO tw PWI MIN. �Aora,an A7 aottot Or URI 11 wn a�rAsMQ °Ns/1T Of�AA OWMAAIM OF MMWM AM MAY oonl, 12 7 200 30 78-96 .880 .880 .991 120 N/A N/A N/A 12 No•6 O 7' No.6 O 7' 16 No,7 O 8 No.7 O 8 LARGE PRECAST CONCRETE MANHOLELARGE PRECAST CONCRETE MANHOLE T-CUT Base Section Reinforcement 108" & 120" / � TOP SLABS ASPHALT DETAILS Clean%a r Services LARGE PRECAST CONCRETE MANHOLE LARGE PRECAST CONCRETE MANHOLE - LONG. BASE SECTION REINF. ji/ ` CIUMNW SCrvim C k%mN% SC vim c - Out commitment is ele+r Qean VY`c�r Services Q1rt ad kdur• os o�tsascw trlseF DRAWING NO. 285 ' 't''- -`' BASE SLABS QeanW4eI Services D"r�c,nmL,� =t i•<r .r. DRAWING N0. 675 �� x-03 DRAWING N0. 680 REVISED 02-03 DRA,MNG N0. 870 REVISED 02-03 DRAWING N0. 665 REVISED 02-03 o.��e.,m;,>r�"t�.�,�.�. NOTES: NGTE S' A A 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE R£QUlREMENT'S 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET Ot ASIM C-418 AND APPUCAbU CONFORM TO THE REQUIREMENTS OF PROVISIONS OF STD. MANHOLE ASTM C-433. FLAT TOP DRAWING NO. 010 2, ALL LtANHCLE SECTIONS SHALL CONFORM 2.INET AND OUTLET PPE NOT TO EXCEED TO THE REQUIREMENTS OF ASTM C-478 (OPTIONAL) ,6'DI A. AND APPLICABLE PROWSICNS OF STANDARD 3.PROVIDE SPECIAL OETNL FOR OUTLET FLOW MANHOLE, DRAYANG NO. 010. INLET OUTLET CONTROL EXCEEDING 18' DIA 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN W. 4. PROVIDE CENTER OPENING FLATDP FOR 44" QIA, SUMP VGLUME AVAILABLE MANHOLE DEPTHS LESS THAN 36 - MINIMUM MAXIMUM 60" M.H.- 58.9 CF 98.1 CIF • � •/ *•' 72"MJH.= 84.8 OF 141.3 CIF . , �. • PLAN 84"W.H.= 115.'4 OF 192.3 CF t0 PROVDE SPECIAL DETAIL FOR VOLUME 'f �'•• '��T �' REQUIREMENTS EXCEEDING 192.3 CF SUMP VOLUME REIREMENTS 20 cF/1.° CFS DE INFLQw 4Ur1624COP RUBBER GASKET 58.9 CF MINIMUM REQUIRED RUBBER f,A9KE7 FLAT TOE'4'4 ,- REINFORCEMENT E� REMOVABLE WATERTIGHT CAP OR STANDARD MANHOLE FLAT TOP OUTLET TT FLOW RCONTROL PIPE •T" REINFORCEMENT 56. DIA, PLASEGON OR APPROVED EQUAL INLET FLOW ,2 FT ROW OUTLET #6 BAR AROUND OUTSIDE OF OPENING #6 DIAGONALS BOTH SIDES OF OPENING iZ' 4 q6 6" O.C. BOTH WAY'S T F. C PSC 3641N. STD �;: SFCTION R-R ' O VALID THROUGH 12-31-07 `i aaaae)a 28' B 48" VARIABLE SUMP s DEPTH 50• MAXIMUM Bo• MINIMUM ANCHOR TO"ALL WTH STAINLESS STEEL RISER 36" MINIMUM CLAMP OR STAINLESS STEEL BAND AND STAINLESS STEEL EXPANSION ANCHORS MN 2 PLACES STEEL BAND TO BE MIN,OF 2'NDE 14'SELF TAPPING CCNCRETE ANCH -a••?. -'< PHILLPS 5-12 OR EQUAL_ .V • e .. .. •'.' K1$'STAINLESS STEEL DOLT •i1:K' P•• - A�'� PIPE PER PLAN "s i'. r�•.• i'.�+i..�iL'• CORAL• W MINIMUM CONCRETE �'i,' MANHOLE DIAMETER TO�DETERL5NE0 F.J,•�; �. .,_.•:•,,•: i BY SUMP VOLUME REQUIREMENTS. ♦•y ;.Q•.e.,',� ,.•a•";�; •• .• * :.,Q:'a•�•• wit, ft�ts-*V. 11110 SECTION A-A7 12.OF %D- COMPACTED BASE POCK CLAMP DETAIL COMMONS (SECTION A-A) N.T.S. WATER QUALITY SHALLOW FLAT TOP MANHOLE aeanWabel Services MANHOLE C anV4�ler Ses<vioaa DRAWNG NO. 515 REVISED 09-03 Our commitment it clear. DRAWING NO. 040 ''" FFn QeiselYlihlsetirQNr' STANDARD DETAILS REFERENCE ONLY N _ APPROVED WITH THIS PERMIT PROJECT NO.: 328-029 TYPE: CONSTRUCTION DATE: -7 --(X -0 Lp N:\proj\328-029\dwg\Civil\Sheets\328-029-DTL.dwg -SHEET: DETAIL-3 Jul 06,2006- 1:30pm sms yn � NOTES 1.ALL SIL'S SHALL _UNICHM IL IFR PRE-CAST SA ITARICAL PR HOLES}'16C0SIICFRM �CAL B LOCATE FRA►E AND COVERT P.COLIRCMCNIS OF ASTM C-478. HOLES(Z) SANITARY CUVlN UNL7 PLAN OVER LEDGE OF AT LEAST 2 NA4-BCL-_STEPS MUST BE TIGHT AVO COVER D•Lr PROPERTY LSE OR , 17' N WIDTH FlRMLY EMBEDDED. UTtrTY EASEMENT \ ..• .. •• 4 , '•t 3.AL_STEPS'OTHIK A UANHCLE SHELLif •' BE OF THE SAME DESIGN. TTP=.AND i9+OC� nils ( SIZE. -'MIXINO OF V104ATCHED STEPS 1 1 i IS NO-PERMITTED). • r"i ' .A' PIPE SIZE AS SPECPIED SECURE 2XL IN PLACEoA /, A /, A' ' �/�'. O OACNNST PLJC W'/BACKFlLL - ,v ' 'v, ' V1TD PREVENT PLUG BLOWOFFTOP CIF RST S0a1 :. -�' .=:�:• S / p s p -- DEVELOPMENT TOT OF OF STC• v •-a STNLDAID FRAME AND COVER OR a A A 7D TDP OF CA511NC - iTICIR FRAME AND OOtiER I' L• • O O 5Tf>FtY OR SANRARY 1C-'_/4" GEMpj Yµ �.• SEE STD. DRA'A1NC ND. 255 •;�RO NO.IW-3A/ST OR IZ "••+'t•r;l� _ ll•-••' ��1, ,e FCR FRAME AND GRA !' '�-• :) NOTES: SET FRAME MYON-4HRINN ..Q.. �..•.. p O p 1.FOR NEW COHTRUCUR ALL WE SUN AND 3DES701IM PWWK , PLAN VIEW GROUT `:�'..•♦.� CONMECTN7N9 70 8'AND IA YJJMC SHALL�11TH cAC10RY I NOTES: '.•a ;' p 12' O FANIRSVI®-IEE'RTTINGS UW=OTI�LMIBL MIROYM 2X•1 I 1 .0 �:,.d.5 2 PPE MATEOAL g1ALL K GNE W AB FOLLOWING 1�ORADE R1Nfi S(2'.4'.OR 0') .f. A.PVC 11611-3034 1. AL_PECASr MANHOLE SECTIONS iHALL COIFORIt TO THE YA]C(IIWI 1Y �•.,--�; ALL}�SiAJI Li0.tlOR CCOER REQUIREMENTS OF ASIV C 478. SET IN NQµ-snfltfK QRou7 COPOLYA�R POLYPROPYLENE PLASTIC QW&W FOR WMART iOE sExRs 9600 SW Oak Suite 230 2. ALL POUREC IN PLACE CONCRETE SHALL HAVE A 23 DAY a tpMl[FOR$71 90E NPll1E7+ B S'L 4ONH OF RLL PSL AND SLUMP RE 2'TO 1', • •' SANITARY STORM °'° "°"a'"'-S0 WIN Portland, OR 97223 3.ALL JOINTS SWILL 6E SEALED SLUM PREFORMED GASKE-5 STANDARD '• r" ^UGIT AS Ks1T-SCILL-NO.2, RAN-NOON,OR AN A>PROV[C 3Q'CQE 1/2'GRADE 60 REINFORCEMENT •Q, •••�•�- � ,b COtIAL COV"ORMINO TO FEDERAL SPECFlCA710V SS-SO0210, HEIUi TOTAL LENGTH OF 2Xq _ 4.ALL PP_CONNECT CNS 70 MANHOLE 3HALL BE 24 3 4" LOT/: A3 01101VN ON APPROVED OCT 7C PLANS ''' A WA • MARHNCS'0 FACE STREET 5.PIPE CO=::fIOVi OF 24'OR GREATER SHALL RECUYIE A • 13 u' 1g- [7,_ ► ► 3" FOR POURED IN YA HOLE AND CHANNEL DETAI_. •• A, $1EP9 XE OF CRIIND MAGNE-IC } PLACE [T) 503-452-8003 [F] 503-452-8043 8.PIPE CCtf€CTDV3 OF FOUR OR MORE MAINLINES STALL STD DRAMG NO 100•• J-3/8'FOR LL IN 2x'• SURFACE TAPE D'• i 5'tM1TH •_ REQUIRE A MANHOLE CONNECTION AND CHANNEL 7ETAI_. A MANHOLE SECTION I 1 PLASTI' SAFETY STEF r LOT` ^GLOB CODC SURFACE REINFORCEVENT 7.PF C•VIDE A wNIMUM Or 9.OF INTACT(LNDISTLIRDEO) (VARIABLE 1'-4') I I I_ 22 I - (CR REN-SANITARt) x FOR PRE CAST < 'v YAAHOLE 14ALL BETWEEN PPE BREAKOUTS AS MEASURED r' o (KH7E-STORM) '1 www.alphacommunity.com 8'--9-5/3' - a rc r ON 1FE NSIOE FACE Of T�MANHOLE a •" .0.. v o i tL KNLAKUJI Ur MALL HUN MPL 5T1ALL LIL 2'MINVIAVU AND = '�:;r e'. : ° 4"MAXIYUAI CLEAR OF PIPE WALL J.• .'." LABEL MAGNETIC TAPE HIM GLAOX LETT=RING D'� •••. G. FOR SANITARY CONNECTION TO IOAION NUUAHC INTERIOR CROP OF 2•' § :'4_'�-.•,�•• n N GROUITD STCR ULRYCACAUI UTIONN SL LH ULHAIN BURIED_ BELOW.' L FOR SAw TARP CONYEC TION AHC 44"FOR STORY 3'MINIMUM 10. WATERTIGHT j TAM-ER PROOF lAAV10LE FRAME ANO • 7" PLACE 18' 'MOVE TOP Of F1FC 4V0 AGAINST LCMH J4 J/4•GALVANIZED BAR _^_'4' �Jj%�JAy :7 I , SI I14L OC USED N ALL CMCMDI-AND OT fTi7.CT `•C!!/ •. . ../ MAX. •tr. s I P REAS MATERIALS: }Q-• •* -�t+- REVISIONS 4B•MIN. �. I �• •. . 12' 3'• 3.. PIPE t• ' A*. i Y'�'D I WIN"ti-LOW GALVANIZE? �••.; a � PLUG • , (CNE 2'MN.FROM TOP OF #6 (3/4' DIA.' GALVANIZED DErORMC3 TCNFORCING TAR. '••'`Q : - •.s �• BO'[lr '+ PPE TO MANHOLE REINFORCING EAR CONFORMING »ATH AS1T.1 A-015 GRACE 40. 'f•}•-•a; `'• -I ° NO. DATE DESCRIPTION 3/4 SMOOTH F µfl , 9ECTIt7N GALVANIZED CON WTH ASTM A-'23. ;' r 24 1/2 1 ' 2g'' 27-' PLASTIC: ; SECTION A-A SECTION B-B MUST COLIFORM WTF ASTM C 478. a'f,'••. .A' • d MINIMIaA ttOFF FIR • �- 3,4'-0 PI r ZONE ST_CL REINFORCING DAR NNIVUM 1/� GRADE 60. ? NOTES: _ MEETING REQUIREMENTS OF A-TM A01� ENCAPSULATED B" PIPE - O.C10 MATFRAt As CPfrIFIFn c 1. ALL PRE CAST SEC-DORM SHALL CONFORM TO REQUIREMENTS OF ASTM C-47d 4'PIPE 0.020 •:!� lt' CONOME IE HATH INJE^TION MOLDED CCPOL"MER PO_YPRO'Y_ENE MOTES: C 2. INS-ALL STRUCTURE ON YIN. OF 8' OF V-O" COMPACTED BASE MATERIA_. SUPPORT TEE WITi 1Y UR71WM OF -0'COMPACTED 1. SUBURBAN TYPE NOT FOR USE IV TRAFFIC AREAS 0= COL-ECTOR AND ARTERIAL STREETS 3. PRE CAST REINFORCEM-NT SHALL BE REBAR MEETNC ASTM A6'S CRADE OR BASE MATERIAL '',+� 1y;SJ�i' •Y�' WI SERRATED SURFACES. / BEDDING GRAVEL, ELEVATION WELDED WIRE MEETING ASTIR A497. }.• •• •• 4'FOR GALVANIZED STEP 2. COV-2 AND FRAME SHALL BE CRAY CAST IRON ASTIA A-48 CLASS 30. // MINIVUM 2'0" NDC 4. ALL POURED INPLACE CONCRETE SH.A_L HAVE .A Z8 D.AY STRENGTH OF 3000 '.5.1. 4..F n/tJ+•+��^,�72•M./ c=+�"ti-�• 3. COVER AND rRAMC TO DC MACH NCO -O A T,UE OCARING ALL AROUND. AND A SLUMP 07 2" TO A. NOTCH LID FOR U=TING HOOK. 5, CHANNEL REQUIR--D IN FLOP!THROUGH AP'LICATIOVS, AS APPROVED ALL C•1 ER APPLICATIONS REQUIRE AN 18' SUMP BELOW LOWEST PIPE INVERT. MANHOLE STEP Qwn�r�Sar SUBURBAN AND STANDARD SIDE SEWER / SIDE STORM �•Iq AREA STANDARD MANHOLE C 'anWe�r Ses�,iices ,F.,,=. :t; .I MANHOLE FRAME AND COVER Clean%iaa Servi EA DRAIN ` DRAWING NO. '00 oucc°amllnem[.o1.► LdCariWatlrr Sclur. S �,ean%t;r `' C r'a;"Fl :r-.:.i OaamLtvdTadar• DRAIWINC NO. I10-5A/5T DRA'h1NG N7 170 PIPELINE _L.. ,_L �_ , Qereemmlt°Lenlirc)ur. TYPE II Services DRAWNG NO. 220 ::; DRAIMN.^, N0. Ol0 Our eommilmcnN i.rlwr. MANHOLE L 0 AS APPRGVE7 FACE OF A CURB n s•a 37rt� � � 2t t/•' PAVING /••r" M : SEE STD.DRAWNG NC•. 220 A A - " CLASS "B" CLASS "A" -OR FRAMF AND rRATF FACE OF CURB A A I A A '`',2• BACK OF CURB TY.y, a " '•BBLn III"��--'--" I NEEP-I3lE _ FLOUS' I/4' s aAa a° SURFACE RESTDRAT ON MOUND EXCESS NATIVE MATERIAL INET ♦ 7 I/z-. 1/a' a'n'.IAr AS SPECIFIED OVER TRENCH TO ALLOW O NGSETTLEMENT FACE OF C -OVTRACTON •.-z SO r`�E ILAT�'" SECTION A-A GLUIER JOINTS A 7 s t Ir X 1/4• • _� .�'.,• sEcnoN a-A W x2 1 Y xJ/E' 1/2• PRFMDi nFn ttn ^ :/•• Y 7 •• •'.• 2'NATIVE ICP SOIL (*3-0' C2' J'-0' ExFANSICN JOINT -YP. T sA•- .�a� S -t•- • I- IUM SVE LP SS A- FILLER (TYP.) SECTION A-A B� �/. •- . T-OM FACE OF 7UrtEM N PLAN � •• 9H1THINYP6"nrN :OR CCMP.gCIXTA rPoOR TO EXCA VATI7N. PRO�C `� PLAN VIEW /� , gf1m., - �' �� '� �, i VAX 3D' PLAN ' NORMAL OUTTCR "ADW- CURB INIFT DPFNING FINI$N DNArt; �r =LOW INVERT \ FLOW LINE 70P-FACE OF C.IIRR PLAN �VNOIS7URBEC � �UVDISTUftDCD •. _\Cj I Ne� UP-1-AUL Ur IAII LN S', Q EARN GC NATIR A EARTH '\'\ \_ OMPA:.RD 3/C-O C-,,, ROOTER AI--p '�QQP Y ♦• is tPY 2..�.� I,_ I/2• 2' ROCK \ 'AJ �• 2•VN 2'WN. �•; •r.' ]/e•K Z 1/2"TAT a/.FS DTTOM-ROOF rF nNTTFR i 19' 12' T - -s r•r AI 1 //ti VK VEHItH •.• •:' �/( L BAGXTI ZCU ff NRB 21• MAXiYUN • •,'• .•,.-.•' OREGON /O MAX. 'ti• MAK \ -•i• v,l• L �C/ NEE' HOLO '•\ ..��LL.. . r,• ;, ~ti Nr �� 12, 1e '� 1e c ANy f SECTION B-B SUMP J/B"ROUND 1 ••+ •� .•,: � g� i 3/4-0 CRUSHED :.,',:i:'�,;:•' . , 36 + w ROCK ti+�z ' 9 ;q :d'i ;q•:ys. '4 �: PIPE ZONE 1/2 Pp-Q.D VALID THROUGH 12-31-07 2 1/2'X 1/4'SO.EDGE-LAT BA? 30' D 24' C� --� G 27 3/0- G'� M• TMP_ GRATE BAR(17 EA.) a p••p•• SECTION A-A SECTION B-B L 3 '/, 3/4"-0 pw. ao °• �p 0 FRONT VIEW PIPE PERSPECTIVE VIEW SHOIMNG L eEDo1NG �p16 o DEPRESSED GUTTER AT CURB INLET z 11R TYP. o°• ° o NOTES: c J/e'K'a'rUT T--L eOTM tNO3 11111111111111111 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRJCTV3AL• ASTM A-30 STEEL, AND BE PLAN ,DYER aARs AAD HO--DIPPED OALVANREG AFIE7 fABRtCAlION. 6AR9 EACH ENV Tur s��° �• /••� /^�>.t TRENCH S7AEIUTATION /I6-t SECTION B-B IF REQUIRED,TRENCH STAGIUZATION Y. NI POURF11 NN PIAI:F I21NIWt 1- \HAII HAVE A JK I:AY S71WNt:Ii U4 .I(XI0 P.SI. wwfa BAR 2 1 2">,3/e 1/2 PIPE O.D. PWS 4` MTV. FOR PIPE SMALLER THAN 8- SHALL BE SPECIFED SEPERATE-Y N 07X5: AND A SLUMP OF 2'7O 4'. SC.LCUL ILII 3A{ J-C.70 C. 1/2 PPE O.D. PLUS 6" MIN. FOR PPE 8" AND LARGER AND BEDDING E-ER TO PLACEMENT 1 All PFh-I:A11 tiLt:l UN1 �HAII I:I INF UH AI ID HFtJUIHH UFN Iti•:tt AtiIU l:-4/R. 3. PRECAST CURB INLET IS AT. NO AFTER WA_T'S CONCRETE SPR2iGFIELC, OR. GF BEDDING ME'ERIAL. CORAL a e CONCRE� CURB INLE PAT. N0. 4C000E3. 2 INSTAL STRUCTURE ON MINIMUM OF 8" OF 3j4" - 0- GCMFACTED BASE MATERIAL. PLAN uR./I/•.\�`L 4. INSTALL STEPS WEV ]STANCE FROM TOP OF-ID TO -LOKUNE OF PPE IS GREATER THAN 46" 3. PRECAS-REINFORCEMENT SHALL BE REBAR, MEETING ASTM A015 GRADE DO OR WELDED INCHES. SEE STD. DRAWNC NO. 1C•C. SET FIRST STEP 12' FROM TOP OF CRATE. 'MIRE MEETING ASTM A197 NOTE: 5. IN STRU-TUBE OV MINIMUM LF 8"OF Yi TO 0' CON ROOTED RASE MATERIAL 4. ALL `UUHLU IN PLACL CONCNEIL SHALL F-AVt A 28 UAY SIHLNGIH DF .500[1 PSI AOC• FRAME AND GRATE TC BE NEW 577JCTUIRAL ASTM .4-36 Fal BAR S-EEL CR APPROVED EQUAL SLUMP OF 2"TO t-. AUGITIUNAL I ILCKNCSS AND ITLINf ORCCMLHT SHALL UC RLCLIRLD [-OR STAIL IIICIIWAY AP-_ICATIONS. NOTE: FRAMF ANl(IRA-F SHOJI FF VFW STRIK.TIIRAI ARTM A-lfi FIAT RAR STEED OR APFRnVFr.FQIIAI. INLET � CATCH BASIN `` DITCH INLETCOMMONS CATCH BASIN (CG-30 Clean%% Services DITCH INLET Cleari%ter�`Services FRAME AND GRATE aeanWater Services BENCH BACKFILL FRAME AND GRATE L-G2 CleanWa6er Services DETAILS ((��I Dur eomeitnaat it cur. I'._'-£LLD :2 Eo Our commitment It cleat. Qean%a r Services ?ROWING NO. 230 'L''�=D �'` � 1 R=VSD 02-03 01u commitment it rear. DRAWING NO. 25 �-,,1r-i ,;t_,.- Our coatmittnentLd..r. LHAVIING NO. 2b0 - DRAWING NO. 26.7 DRAWING N0, 280 REVISED 02-03 our cemmirment 1$clear. r: I OXTAIL PER WARING NOL 160 3/4" SQUARE A A a /a d B STAINLESS STEEL HINGE W/ BARS RAT W/ AREA FRAND � HON-�� cRGur / 00 o CLEANOUT DRAMG tta 100 L a❑P o o p 1 4" OR 6" OUTLET STANDARD MANHOLE PER PLAN GRANDE RING ' O O ❑❑ ❑ ❑ 90 DEG. BEND 03 (45 DEG. ALTERNATE J•i. • \� :,was; 4• MIN. FINISH GRADE '�rh• ,.� ''"'' AS REQUIRED) '1� •..,' _ STANDARD WAI"YMT PIPE PWG �1 7/8 Z LL1 WTH STOPS MSN. •" DETAIL PROVIDE 3/4'-0 FOR A e>" SECTION B-B MrtyCLEARANCE " MINIMUM OF e' '�01�1D 7: � DEFLECTOR .�. ♦D , •L� I I Q • I I �1 %`; SECTION A-A Y.: s 90 DEG. BEND 12 OR 24" SQ. 10 GA. OR 1/4 NOTES: " n Y+ •,- 1. Y4 ALLEN HEAD BOLTS (45 DEG. ALTER. •, ' 1" LONG RECESSED. PLATE INTERIOR & EXTERIOR rn ��,: \ate• ° 2. ALL PERMANANT CLEANOUTS AS REQUIRED) M_ j t ,,. t;;J: r~ !;.� •'•..'. TO HAVE BOLT DONT)COVERS. � COATED W/ ASPHALT PAINT .�� . _.A:F� r• y'• �•. 3. MATERIAL SHALL BE GRAY _ CASTIRON, ASTM A-48, INVERT ELEVATION CLASS 30. ••-• (I.E.) AS SHOWN ON PLANS 1'rOT S. A ERO �rF LYNCH TYPE ARRA DRAIN CD I�jTH THIS PER NOT TO SCALE n'11T CONCRETE ENCASED eOTTOu OF Wit 3/4' FOR PLASTIC PIPE 3l+-0 NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 4S BEND IF CONCRETE PIPE DETAIL PROJECT NO.: 328-029 TYPE: CONSTRUCTION DATE: -7-U- STANDARD CLEANOUT CLEANOUT FRAME CleanWater Services AND CO VER C�nVVl�a' Savim DRAWING NO. 150 I'_'rI::LL: '1_ .I, Out c°mmitTncntiscicar, OMr6ta�TMlli�d�u. DRAWING NO- 160 r..`:I::�tl: ''�-•!: C:\Program Files\Land Desktop 2005\Drawing I.dwg-SHEET: 24x36 Jul 06,2006- 1:52pm sms OWNER/TENANT: 4 GODIVA Chocolatier GODIVA CHOCOLATIER, INC. 333 WEST 34TH STREET NEW YORK, NY 10001 ALL BRAKE METAL TO BE 16 GA. MIN. PROJECT PLANNER: NO EXPOSED FASTENERS OR CUT EDGES CUSTOM DIPPING ARE ALLOWED. SEAL EDGES W/CLEAR STATION cp % SILICONE. LINE OF CEILING G FINISH: 'MEDIUM BRONZE / M-1 . SURFACE MOUNTED I TRANSITION LU �� SUBMIT SHOP DRAWINGS AND SAMPLES LIGHT BOX (ABOVE)(ABOVE) ��_ TO TENANT REPRESENTATIVE FOR – APPROVAL PRIOR TO FABRICATION. W I 0 �� GLAZING SYSTEM: F� 6" 2'-1 5/8" 3'-6" �� KAWNEER TRIFAB VG 451 WJCA INC. — — — — — — — — — — — — — — — — — — — — — — — — — — — __ — NO SUBSTITUTIONS 763 SUSQUEHANNA AVE. \ / \ L — — — — — SMALL of\ STICK ASSEMBLY OUTSIDE GLAZEDFRANKLIN LAKES, NJ 07417 �� \/ \� \ I pISGOVERY TABLE �� STANDARD RECEPTOR (1/2" INFILL) TEL: 201-848-9060 3 FINISH: 'MEDIUM BRONZE' FAX: 201-848-9881 O O A202 � __ _ REFER TO FINISH SCHEDULEARCHITECT: A202 a A202 SHEET Al 04-00 cli O O - 4\ REFER TO DOOR HARDWARE SCHEDULE SHEET A301 DAVID A. UDKOW 1/2" TEMP. LEASE LINE 1/2" TEMP. SCOTTSDALE, AZ 85259CLEAR GLAZING CLEAR GLAZING 6" 8'-2 3/8" 4 1/2" 6'-4„ 4 I/2" A I4'-5 5/8" 6" 2'-6" 2'-2 51W 3'-6" 0 20'-9" T-6" 5'-8 5/8" 20'-0" LIC. #: 2182 O MAIN CONCOURSE EXP. DATE: 6/30/16 B , A GODIVA Chocolatier I A200 STORE NO: 524 .> PROJECT LOCATION: I WASHINGTON SQ. MALL SPACE B04 0) 2 STOREFRONT PLAN SCALE: 1/2" = V-a' 9585 SW WASHINGTON Lo SQUARE ROAD N PORTLAND, OR 90703 Lo co N ISSUE DATE: Q NO. DATE DESCRIPTION 12-11-15 issue FOR RID, W PERMITAND LANDLORD REVIEW 2 I 3 Q A201 A201 A201 Q U) 3/4" X 3/4" METAL HOLD X14 -0 „ EXISTING MALL BULKHEAD – REVEAL PTD BLACK O T.O. REVEAL BRAKE METAL 0 OF SI �/ AGE V) t ENTRY DOORS C! W — — — I CIO � Kl v Q VF-I (TY .) TRANSOM) \ O LINE OF ADJACENT 5 co Belgium 1 92 - TENANT STOREFRONT }�+ Lu B.O. MULLION DAVID A. UDKOW - T 1/2 TEMP. CLEAR 2182 GL .L GLAZING/ (TYP.)/ SCOTTSDALE, AZ 4 A. \ GLAZING SYSTEM Z / \ FRAMING SF-I r r M / \ / _ \ DRAWING TITLE: co II BRAKE METAL STOREFRONT r ELEVATION, '- �L PLAN GOENVA // \ /// / // GLAZING SYSTEMQ ix�/ / � BASE Bel*�x 1926 \ / PROJECT NO: D 0" 154129 Q FIN. FLOOR DRAWING NO: Q A200 Q 1 STOREFRONT ELEVATION SCALE: 1/2" V-0" R6, GENERAL NOTES 1)STORMFILTER BY 5TORMWATER3G0(53GO), PORTLAND, OREGON 800-548-4GG7. 2)FILTER CARTRIDGE(S)TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW. ............ BALLAST 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DE51GN INTENT `�. (SEE NOTE 8) ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 48 0 4) STRUCTURE AND ACCESS COVERS TO MEET AA5HTO H-20 LOAD RATING. 5) 5TORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP 15 AVAILABLE, CONTACT 5360. MINIMUM O w w p w I ANGLE BETWEEN INLET AND OUTLET 15 45°. CUN 'v' IV' G) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED i A WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED DEVELOPMENT FROM OUTLET STUB AT MOLDED IN CUT LINE TO ACCOMMODATE A !2 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNCO OR EQUAL AND INLET PIPE ` PROVIDED BY CONTRACTOR. (SEE NOTES 5 4 G) ' g'y 12"0 HDPE OUTLET 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT 5360 FOR OTHER OPTIONS. STUB(SEE NOTES 5 G) 8)ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET AROUND THE PERIMETER OF THE STRUCTURE. 9600 SW Oak, Suite 230 9)ALL STORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. Portland, OR 97223 PRECAST MANHOLE STORMFILTE R DATA [T] 503-452-8003 [F] 503-452-8043 MANHOLE STORMFILTER - PLAN VIEW 30" 0 FRAME STRUCTURE ID xxx www.alphacommunit)/.com AND COVER(STD) 7WATER QUALITY FLOW RATE (cf5) X.XX 36" INLET PIPE 12" HDPE RISER PEAK FLOW RATE(< I cf5) x.Xx RETURN PERIOD OF PEAK FLOW( r5) xxx FLEXIBLE COUPLING :. #OF CARTRIDGES REQUIRED XX CARTRIDGE FLOW RATE(1 5 or 7.5 m) XX MEDIA TYPE(CSF, PERLITE, ZPG) xxxxx REVISIONS30"0 FRAME " " °v RIM ELEVATION XXX.XX' AND COVER(STD) PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER NO. DATE DESCRIPTION CONCRETE (SEE NOTE 4) INLET PIPE#I XXX.XX' XX° xxx xX" GRADE RING INLET PIPE#2 XXX.XX' XX° xxx xx" \_12" OUTLET PIPE MANHOLE STORMFILTER - TOP VIEW OUTLET STUB xxx.xx' o° xxx 8"/12" STEP (�) ^_ 2 ECCENTRIC REDUCER YE51N0 SIZE (BY CONTRACTOR) XXX XX"x XX„ MANHOLE ACCESS PRECAST MANHOLE r--� HDPE OUTLET ANTI FLOTATION BALLAST WIDTH HEIGHT FROM ABOVE RINGS INLET PIPE RISER WITH SAND COLLAR " (SEE NOTES 5 4 G) SCUM BAFFLE OUTLET RISER 12"0 OUTLET STUB NOTE5/5PECIAL REQUIREMENTS: PIPE ORIENTATION KEY: 4'-10"MIN MOLDED-IN CUT LINE 90 PLAN VIEW NOTE t� q (SEE NOTE 7) "0 OUTLET STUB ALL PRECAST SECTIONS SHALL 8 180° o° CONFORM TO THE REQUIREMENTS STORMFILTER CARTRIDGE OF A.S.T.M. C478 AND CITY OF O (SEE NOTE 2) 270° ST FLOW CONTROL MANHOLE TIGARD STANDARD CONSTRUCTION (SEENOTE8) r777 N.T.S. SPECIFICATIONS. ALL POURED IN \e PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI HEIGHT *' 2" TO 4" SLUMP. �-- �-- WIDTH UNDERDRAIN SEE DETAIL 2/2 f OUTLET PIPE i MANIFOLD (BY CONTRACTOR) COUPLING MANHOLE STORMFILTER - SECTION VIEW A (SE CONTRACTOR) MANHOLE FRAME W/ BALLASTS NOTE 6) BOLTED COVER UNLESS THE 5TORMWATER MANAGEM NT GROUT (SEE NOTE 8) THE STORMWATER MANAGEM NT OTHERWISE SPECIFIED 5tormFilter® (BY CONTRACTOR) StormFilter® RIM ELEV. = 218.0 U.S. PATENT No. 5,322,-02 , U.S. PAFENi No. 5,322,G29, No. 5,707,527, No. G,027,G39 MANHOLE STORMFILTER - OUTLET DETAIL 2 No. 5,707,527, No. G,027,G 9 PROVIDE No. 6,649,048, No. 5,624,5 7G, 2 No. -0,-049,048, No. 5,G24,5 7G, D ADJUSTMENT GRADE 02005 Stormwater360 AND OTHER U.S. AND fORE K iN 02005 Stormwater360 AND OTHER U.S. AND FOREI N �� PROF `U RIMS FOR 6" TO 12" DRAWING DRAWING PRECAST 48" MANHOLE STORMFILTER PRECAST 48" MANHOLE STORMFILTER �; G I "EF PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 24 Stormwater360 Stormwater360 "a�`"C°p"* STANDARD DETAIL 1/2 "`"TECHCo envy STANDARD DETAIL 12 OREGOQ- www.stormwater36O.com DATE:09/28/05 SCAL E:NONE FILE NAME:MHSF3�8PC-0TL DRAWN:MJW CHECKED:ARG wwwstormwatsa380.com DATE.09/26/05 SCALE:NONE FILE NAME:MHSF3�l6PC-0TL DRAWN:M M CHECKED:ARG ' Q' MANHOLE AND BASE �� H 72, 2 1� PER STD. 60" SRT F. CPS�P MANHOLE DETAIL VALID THROUGH 12-31-07 CO RAL LADDERS PER CWS STD. DWG. #100, TYPICAL COMMONS HAND HELD LIFT HANDLE RIM ELEV. =218.0 +/— RIM ELEV. =220.2 +/— FLOW CONTROL MANHOLE NOTES EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN MAX. OVERFLOW ELEV.=213.49 ACCORDANCE WITH THE REQUIREMENTS OR LARGE PRE—CAST CONCRETE MANHOLE, PER CWS STD. DWG. #650, SHEET 18. STAINLESS STEEL STRAPS PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF THE SAME (SEE NOTES FOR DETAILS) MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 3/4" DIA, 2.10" ORIFICE ELEV-210.64 STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM SOLID WALL 12" HDPE RISER SDR HDPE PIPE. 26 MINIMUM OUTLET SHALL BE CONNECTED TO SEWER PIPE WITH A FLEXIBLE COUPLING. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE STANDARD 36" IE IN = 208.14 12" IE OUT = 208.14 SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE OF 12". NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT. FOR DETENTION SYSTEM, INCLUDING FLOW CLEANOUT/SHEAR GATE 8"----' 00 CLEANOUT GATE IS VISIBLE FROM THE TOP. CONTROL MANHOLE, END CAPS AND 3 L.F. OF 36" HDPE DETAILS MIN. DIAMETER 7 FLEXIBLE COUPLING CLIMB DOWN SPACE IS CLEAR OF RISER AND GATE. TRANSISTION, 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CLEANOUT/SHEARGATE SHALL BE ALUMINUM ALLOY PER B-26-26-32E. 3 L.F. OF 36" HDPE 00 LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY TO BE RESTRICTOR PLATE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/4" DIA. 2.60" ORIFICE STAINLESS STEEL. 916 C.F. DETENTION TANK SECTION VIEW OPENING AT 206.64 60" DIAM x 70' LONG GATE SHALL NOT BE OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE CMP 36" IE = 210.54 NOTE. CONTRACTOR TO SUBMIT SHOP DRAWINGS MOVEMENT, STOP TABS OR OTHER DEVICE. FOR DETENTION SYSTEM, INCLUDING FLOW REFERENCE ONLY CONTROL MANHOLE, END CAPS AND CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAIL OF THE T APPROVED WITH THIS PERiVIIT TRANSISTION, 14 DAYS PRIOR TO CLEANOUT/SHEAR GATE AND HAND HELD LIFT HANDLE TO CITY OF TIGARD COMMENCEMENT OF CONSTRUCTION. 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. S = 0.0050 FLOW CONTROL MANHOLE \36- y I � �7 � 1 IE = 208.14 N.T.S. ;.=r �- _.� ' �� PROJECT NO.: 328-029 - TYPE: CONSTRUCTION DATE: 47 4S - 0 Qc DETENTION TANK N.T.S. SDMH #3 SDMH #4 N.T.S. N.T.S. N:\proj\328-029\dwg\Civil\Sheets\328-029-DTL.dwg -SHEET: DETAIL-4 Jul 06, 2006- 1:29pm sms NOTES: 1 . T N E CONTRACTOR I S TO DESIGN, INSTALL A N D MAINTAIN AN AUTOMATED IRRIGATION SYSTEM TO w•,_ PROMOTE THE ESTABLISHMENT SHMENT OF ALL PROPOSED COMMUNITY r PLAN"iNC S TO THE WRITTEN SATISFACTION OF THE f f f DEVELOPMENT OWNER'S DESIGNATED REPRESENTATIVE. t •► ,, _ .., '. _.u.,.-.. ...._._• . ,,, •r,•___.�r •y.�-'. t+.i.�a "h :4..•µ'i""..,_w.... .. _%�. l •. •• N7. ............. � �"'"y._,_ F_.'�Y.:�t"I , .. l ,..,�1"a,4.�-_ _.r - �f .a. - f: \• �:k. f rr J tAii� 2. THE CONTRACTOR 15 TO MAINTAIN THIS SYSTEM IN r 230 . . _� ..�.,� . �.. .. : . . ... . � _:. .� ,,__,: _ o �v. � �v-9- v o o ,0004 =.r��w4lvvo FROM � Suite __ _.. ..-_.._...__ .__.. _. _____-.___: •_, OvtlOv gdvv T vvvv vvv vvvvv . vvv vvvv ' : •- � v.vvvv .• - }:•-•: � •- ;? vvvv vvv o o Yvvv "� vvv _ 6 0 b .• v a vw;4v vvv o Portland, OR 97223 L.;• ♦ .t , v 4 v% . ]� .. -c'•. v O vv "� > 4..._i i-"PULL p .. -. ... ' , • _, . L,,..i , aDATE OF E INSTALLATION LLAT ON ,4CCEPTAN E • Ja G # 1 • - - • [Tl 3 3 [ ] 503-452-8043 ------------ ,.-- _--.-_--__.Y - - 13 ___..... .... .._..�..._...... s .}»fir"✓ 1f-..__...._.,_..._ l 1. d, ®..._..._ .. hj -, h + { } i - - , it i �'.t !i i .✓��..r 452 800 F 11r. 04 3. UPON WRITTEN ACCEPTANCE OF COMPLETION OF THE www.alphocommunify.com •Lq7, _ ` ` MAINTENANCE PERIOD THE CONTRACTOR SHALL TURN IT A ¢ It tt ;,•+ . d t d .,I Y' � a i t , , I OVER TO THE OWNER AT NO ADDITIONAL COSTS. •t ii •�i ' "1 . .is �, i1 ' 7J�1 .� Ij t, �, 1, 11 I t T •+• it y�� < i •�t �.. 1 •I ji a x ,. �y - ij I ., REVISIONS -,- f:" _• ,'� ' �� - I a• 1 - i i 'f �'d r + NO. DATE DESCRIPTION .t• •i ir.. ; ,E"'flit 1 , � .. •� �' `' - t� O E � t :� w s � :f i Ir IF • • r. I / ti p• � �i � 1 • • •I 1 i' - � p sit! , ' - v . s ' } I i •'•,•� �� O i.�'-` 3 i`-� 1i _i•� •••ti^ ti .''' O fj _' .1 �' tt';f I` t Ii � . ... O 1i • 4 • O , e.. , s , , -- + ,.;,...•: tx..,...._«,3' it ) I.�•. ♦ - t LA ji it a • i • ! 1 # p p p O ♦ •`�.t I 4 I �� ` t 4 F { 3 O ?; 1 r Vj 380 •;• ; 1. ° p o ♦ at i+ • • j ,l -t ( ._. f + ♦( � - ii♦ i I • "Z OREGON 1 , i •' fi ♦ . r . . . . i... O O O a•r� s ...� .�:i •♦ ♦ ♦• •• .- ! •O Q ♦ ♦i ir' i O ♦ • -;.,.__ _ '- .. ..-r..._.• w -..._;' __`.. r"ice....r._ r Z .._ ._. ._.__ '.�. a><Y'"_*( - tti. 47=7 • 5� c.?..'fss.�'.�,�<.-. .d 4 � .4� rsw i a i i ; . .__. SCALE l t 20 0 10 20 40 C0171, /� i • 1 t I ? P k ! IIN = 20 FT COMMONS PLANT SCHEDULE - TREES PLANT SCHEDULE - WILDFLOWERS AND LAWN SEEDING SYMBOL QTY. SIZE SPACING SCIENTIFIC NAMES COMMON NAMES REMARKS SYMBOL QTY. RATE S.F. PRODUCT NAMES PROVIDERS REMARKS 11 6' HiQh AS aA0 Acer circinatum vine Maple MULTI-TRUNK 545 05lb/1,0092er 1,50 ..-of ow Growing' Wildflower Seed Mix II 2' CAL. AS SHOWN Acer rubrum Red Ma le 545 v v v VV VV 0.516 1 00sf 1 'ghade' Wildflower Seed Mix Sunmark Seeds International, Inc. or, ec{uivalent. •4 1 1/2' CAL AS SHOWN Cercis occidentalis Western Redbud t v v v v v v v 906 NW Corporate Drive Troutdale, OR 9,060 PLANTING 2' CAL. AS SHOWN le Itsla iacanthos Thornless Hon locust Phone: 1-888-214-1333 'Sunmark Mi emium Turf Seed ix 2 1 1/2' CAL AS SHOWN Prunus cerasifera 'Thundercloud' Thundercloud Plum B¢B 3 11/2' GAL AS SHOWN Prunus ser enti( Sar ent Cherr BsB ��N (02 Ib 101b/1000sf 6,200 sf 'Sunmark Shadow Mixture' Premium Turf Seed Mix 2 1 1/2' CAL AS SHOWN Prunus serrulate 'Shirotae' Mt. Fuji Cherr gee .`.`.'. 21 5' High AS SHOWN Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 545 �1 TOTAL TREES PLANT SCHEDULE - SHRUBS VEGETABLE/FLOWER GARDEN SOIL PREPARATION SYMBOL QTY. 61ZE SPACING SCIENTIFIC NAMES COMMON NAMES REMARKS t� INSTALL 1' DEEP OF GARDEN GRADE ORGANIC TOP SOIL FOR FLOWERS AND VEGETABLES. ' Amelanchier Alinifolia ' e ent' Re(gen Serviceberr MULTI-TRLINK D (013 18' O.G, Berberfs thunber if 'Crimson P m Crimson P m 13arberr NOT q P/� j�C 11 5 GAL. 5' O.C. Euon us alata Win ed Euon mus �vED X1'1 TN Til O NIS P ° 143 2 GAL, 18' O.G. Da l^me odora eucanthe' Winter Daphne ERN11T O I u PROJECT NO.: 328-029 TYPE: CONSTRUCTION I P h 31 5 GAL. 5' O.G. Pierfs japonica 'Mountain Fire' Mountain Fire Pierls DATE: zt r09 2 GAL. 18' O.C. Potentilia fruticosa 'Klondike' Klondike Cin uefo(l O - Y1) R-hododendron 'Jean Montague' Rhododendron 82 5 GAL. 5' O.C. Vaccinium ovatum Evergreen Huckleberry N:\proj\328-029\dwg\Civil\Sheets\328-029-PLANT.dwg -SHEEr: 24x36 Jul 06, 2006- 1:41 pm sms 'y a' 0 DOUBLE STAKE W/ \ 7X2"X8' D.F. STAKES 0 2'-V' MIN. BELOW GRADE $p 'CHAIN LOCK' TYPE GUY 0 l/ 0 GUT TOP OF STAKE BELOW TYPICAL SHRUB OR 2 STRAND 14 GA. GALV. WIRE W/ HOSE CANOPY 00 0q 0 0 p PROVIDE POSITIVE T OR APPROVED EQUAL (1" 00 00 0 'CHAIN LOCK' TYPE GUY DRAINAGE FROM 3" SPECIFIED MULCH p 0 BASE OF SHRUBS OR 2 STRAND 14 GA. �� - O 0 0 0 0 0 GALV. WiRE W/ HOSE T 001/ OR APPROVED EQUAL CUT � REMOVE ALL WIRE 0 0 0 3" COMP05TED MEDIUM BASKETS. CUT 4 LOOSEN COMMUNITY 0 0o9 REMOVE ALL WIRE 5A5KETS MULCH AS SPECIFIED ALL BURLAP 0 CUT 4 LOOSEN BURLAP LOOSEN SOIL BELOW1/2 -NOTE: PLANT WITH L E T 61. 3" OF SPECIFIED MULCH ROOTBALL (4" FOR ROOTBALL I" ABOVE GROUNDCOVER 4 b" TREE FINISH GRADE FOR 5HRU155) 0 000 HEIGHT 14r 1/2SCARIFY 51DE5 AND 0 � �0 0 T � LOCATE 75<75<24"" D.F. TREE Fro' DIAMETER MULCH RING D FOR TREES IN LAWN BOPTTOM OF HOLE FINISH STAKES OUTSIDE HEIGHT GRADE DRIPLINE 9600 SW Oak, Suite 230 FINISH PLANT ALL TREES W/ TOP OF ROOTBALL i" Go II I Porticind, OR 97223 RADE ABOVE FINISH GRADE I- MIN. DEPTH -II II I I I I = 111 [T] 503-452-8003 [F] 503-452-8043 1=1 I-I I II-I -III 1.5X -I 11/2 111111 I II_III III ROOTBALLI� o o I ROOT5ALL II $�• oo • I I www.alphocommunity.com DEPTH � m /2 �� .°o _ _ ROOTBALL II II- 11=1 DEPTH III I mo I II I 3-WAY BACKFILL MIX EQUAL 3-WAY BACKFILL MIX EQUAL o PARTS TOPSOIL, ROTTED PARTS TOPSOIL, ROTTED MIN. WiDTH MANURE 4 LEAF MULCHw, S - - - - - - MANURE 4 LEAF MULCH 2X ROOTBALL 2X ROOTBALL BREAK UP SUB-SOIL REVISIONS NO. DATE DESCRIPTION 2X ROOTBALL BREAK UP SUB-SOIL WIDTH SCARIFY SIDES AND BOTTOM WIDTH SCARIFY SIDES AND BOTTOM Deciduous Tree Planting Detail Shrub Detail Evergreen Tree PlantingDetail 1 section n.t.s. 2 section n.t.s. section n.t.s. GENERAL NOTES: LANDSCAPE SPECIFICATIONS General °submittals - 3oll test Report Lawn installation 1. Plans and details on these sheets, and these notes constitute the construction Contractor is to excavate soil samples for testing, per the direction of the Owner's Rep, I. The Project Landscape Architect Is to review and approve layout and fine grading documents For landscape improvements at Coral Commons in Washington County, Oregon. - 12" in depth at separate locations representative of the proposed planting areas after PRiOR to lawn installation. Contractor assumes responsibility if proceeding without approval. 2. The Landscape Contractor must be licensed t0 perform this work In the State of completion of rough grading, and prior to soil preparation. 2. All lawn areas adjoining sidewalks, paved surfaces, manholes or curbs to be installed Oregon. The samples shall be tested at a registered soil and plant laboratory for fertility and Flush with the top of each surface to facilitate drainage, mowing and maintenance. Other 3. All local, Municipal, County and State laws regarding uses and regulations suitability analysis. Provide written recommendations For soil preparation, Fertilizer, chemical lawn areas adjoining fences, walls, utility Facilities, or other site features shall have a uniform !governing or relating to an portion of the work depicted on these lane and details conditioners, planting backfill mix and post maintenance fertilization schedules. specified mowing strip with catch. 9 9 g y p p p p 9 p SIS T.,� are hereby incorporated into and made part of these specifications, and their Report shall be submitted to Owner's Rep and Project Landscape Architect± receive 3. Protect new lawn areas from access and foot traffic with Fencing, flagging, string line, 41?0�> provisions shall be carried out by the contractor. approval and further direction PRIOR to beginning 5011 preparation and securing plant etc. until acceptance of established lawn. Repair a..id replant damaged areas. �• 4. The Contractor shall obtain all neceesary, licenses, bond% permits, and insurance material. Acceptance of Lawn Area 380 required to perform the work indicated herein before commencing work and shall be responsible for coordinating work with all parties involved, Including jurisdictional. I. Lawn areas will be Accepted provided all requirements, Including maintenance, and at p 9 p g General 5pecificatfon5 least two (2) mowings have been compiled with and a healthy, uniform in color, close stand r JEFFREY . JOHNSON E-+ 5. Contractor is responsible for locating and protecting any and all existing utilities on 1. Any discrepancle5 between these plans and the actual field conditions shall be of the specified grass 15 established, free of weed3, bare spots, ponding, non-continuous 11PC-) and adjacent to the project prior to beginning construction. reported to the Owner. In case of dlecrepancle5 between plant schedule, call-outs and slopes and surface Irregularities. 'Z OREGON W 6. The Contractor shall locate and protect all existing utilities and features on and plan, PLAN shall govern. 2. The Contractor shall cut a neat, sharp lawn edce at all shrub and floral beds and adjacent to the project site during construction, and shall repair at his own expense all J p J g p p 2. Notify owner for approval of fine grading prior to commencing plant installation. adjoining bark areas± see detail. � � damage resulting from his operations or negligence. 3. AT the time of acceptance of the project, all lawn areas shall be fertilized and in a .A g, 9 g p3. The Contractor shall maintain a clean and orderly construction site, removing all rubble, E A -i. Protect existing buildings, walls, fences, pavements, reference points, monuments and debris and excess materials. These materials to be ro erl disposed of off site in a tlmel neatly mowed condition. No Fewer that two (2) mowings shall have occurred prior to final markers on and adjacent to this site. Protect work and materials of other trades. Use p p y p y acceptance of any section of the work. manner to avoid unreasonable disruption or -ne55. all means necessary ie protect the public from injury at all times. 4. All paved areas, fences or surfaces stained or soiled from landscape material Shall be Maintenance DuringConstruction r Any discrepancies between these plans and the actual field conditions shall be cleaned. All surfaces shall be washed with proper equipment and materials as approved by 1. The Contractr shall maintain all landscape areas until project completion_ Maintenance reported to the Landscape Architect riot to working 1n the affected area. p p p g the Owner. Stage no dirt or bark in public streets without Owners approval. will include at the minimum: 9. The Contractor shall maintain a clean and orderly construction site, removing all 5. All trees, shrubs and ground covers to be planted as per plan, specifications and A. Clean up, regrade and re-mulch any settlement or washouts. Mulch is to be kept at the rubble, debris and excess materials. These materials shall be properly disposed of off details. After final raking, all shrub beds, tree rings and mowing strips shall receive a 3" layer specified depths in all areas. site in a time) manner to avoid unreasonable disruption or mess. No materials shall be y p of medium grade COMPOSTED (Metro Certified) hem/fir bark mulch. B. Maintain all planted and seeded areas, keep neat and weed free. A _ staged in public streets without written approval Of the Landscape Architect. 6. Any changes or substitutions in plant material or revisions to plant locations to be C. Maintain all tree stakes, guys and flagging. CORAL 10. Plant materials shall conform to American Standards For Nursery Stock governing approved by Landscape Architect prior to planting. Adjust plant locations in coordination D. Monitor irrigation, heads, spray, etc. and adjust as necessary to ensure plant survival. health, size, branchinghabit, form, and root development. E. Seeded Areas to Include reseeding, mowing, edcjing, weeding. Regrade and repair all p with Owner (F deviations from planting plan are necessary due to unknown site conditions. washouts and poorly drained areas. Fall leaf is outside of this scope of work. 11. Irrigation system shall be designed and installed by the Contractor. Once plants 7. Plant materials shall conform to American Standard for Nurser Stock governing health, p y p COMMONS are established irrigation system shall be used to assure plant survival Burin drought. y g g F. It is the responsibility of the Contractor to immediately report ANY unsatisfactory g y p g g size, branching habit, form, and root development. Do not overwater. 8. Provide ALL plantings with an approved MYCORRHIZAL Fungi product. Apply conditions arising during this 'Maintenance During Construction' period to the Owner's Rep. according to manufacturers recommendations. General Inspection and Acceptance Planting 3pec(flcation5 1. The Contractor 15 to maintain the plant material until Final Acceptance of the 1. Backfill soil for all plants shall be a mixture of three equal parts topsoil (from site)± rotted project. manure or mushroom compost± and rotted sawdust or leaf mulch. See planting details. 2. The project remains incomplete until accepted by Owner. 2. Media for b(oretention area to be a well mixed combination of 5090 APPROVED sand, 2090 3. Lawn areas will be accepted provided a healthy, generally uniform in color, close composted leaves, and 3090 topsoil. Provide Project Rep a sample for approval. stand of the specified vegetation is established, free of bare spots, weeds, ponding, non-continuous slopes and surface irregularities. 4. Upon completion of the irrigation system, as a condition of it'5 acceptance and for trees final payment, deliver to the Owner's representative the Following: A)'AS-Built' drawings I. All trees to be healthy, disease-free, well branched, with straight trunks and well that include 3 prints and the supplied reproducible irrigation showing at the min. valve crowned. Remove all dead, dying, and crossed branches. They shall have no cut location 4 size, controller number 4 size, GPM, pipe size, heads, quick couplers, manual off limbs over 3/4" diameter not completely healed over. Trees shall be free of drain and all other required system components. This base contains all revisions to the scrapes and scars. PLANTING irrigation including a Controller Zone Reference chart and controller operation manual. B) 2. Wire baskets shall be cut away completely. Avoid ball breakage. The ffrst 2/3 of the Owner instruction for operation of system components 4 system winterization. Burlap wrap shall be peeled away prior to backfill. Trees in tree wells shall be 5. When the landscape work is completed, including the above-described installed with crown above surrounding grade and paving cover ball with 3" of mulch. maintenance, the Landscape Architect will, upon request, make an Inspection to 3. All trees are to be planted a determine project acceptability. Notify Landscape Architect 48 hours prior to visit. minimum of 36" from any fence, pole, wall, curb, sidewalk, property line or any other DETAILS The Landscape Architect shall determine whether the project is substantially complete landscape feature, unless specifically called out in the plan. Trees shall be placed a and conditionally or unconditionally acceptable. minimum of -f' From irrigation rotor heads, minimum of 25' from street lights, unless 6. Where inspected landscape work does not comply with the specified requirements, noted otherwise. replace rejected work and continue specified site maintenance until reinspected by the Prepare the planting hole with a minimum twelve (12") of prepared soil on the sides Landscape Architect and found to be acceptable. Remove rejected plants and of the root ball. Trees are to be installed with the crown above surrounding materials promptly from the project site. grade± cover ball with mulch. 1. Contractor is to maintain the project for a period of no less than 90 days upon 4. Trees within 8' of paved surfaces to have IS" deep root barrier, Bio-Barrier, or app. eq. completion Of project. it 15 the responelbility of the Contractor to notify the Owner's 5. Plant all trees according to details. Orient beet side to dominant view. Rep of the beginning of this maintenance period. Following this 90 day time frame, the Owner's rep will determine project acceptance. Upon project acceptance, the Shrubs monitoring period and one (1) year construction warranty will begin. All shrubs to have grown therein containers a minimum of 6 months, 2 year max. with roots 8. This Landscape Contract requires that all workmanship, Supplied materials, site filling container, but no evidence of being root bound. furnishings, plants, lawn areas, and the irrigation system shall be guaranteed, upon completion, (except for acts of nature and vandalism) for I year from job acceptance. I. All shrubs to be container Stock or bare root during season, well branched, healthy, REFERP NC disease free specimen materials. Plant minimum 24" from edge of paving, 24" From NOT App �� existing trees and 48" from new trees. Plant minimum 18" from adjacent private property line. ROVCp WITH 'rl_IiS PFRN41T Submittals - Materials 2. Plant all shrubs according to details. Orient best side to view. Immediately following award of bid, Contractor shall investigate availabllfty of the plant material and provide sources for each plant type. Provide cut sheets of specified seed mix and seed tags upon delivery to site. In the event that the specified plant Wildflower Seeding material is not available, provide a list of possible substitutions. Any changes or I. Follow the manufacturer's instructions and recommendations for the installation of wildflowers. PROJECT NO.: 328-029 substitutions must be approved in writing by the Project Landscape Architect prior to execution of any part of the work. TYPE: CONSTRUCTION Provide irrigation product data, cut sheets and three (3) copies of the irrigation Vegetable and Flower Orden Preparation system components For approval by Owner's Rep. If installation begins with out approval DATE: I. The Contractor shall select organic soil for vegetable and flower garden and obtain an approval of Submittals and design, Contractor assumes full responsibility. Contractor is to also provide information on all other products and materials specified by the Landscape Architect prior to installation. and also those noted for approval, as part of the required work on this part of the 2. Organic soil is to be I' deep and the finishig grade is to be flash with adjacent walkpathe. project. N:\proj\328-029\dwg\Civil\Sheets\328-029-PLANT.dwg -SHEET: 24x36 Details Jul 06, 2006- 1:40pm sms