Loading...
9400 SW CORAL STREET i x•. 1^ C: O R A L (: 1:: 1414 () Is I P h • TAXLOT : 4100 & COMMUNITY TAX I S MAP : - DEVELOPMENT CITY OF TIGARD N WASHINGTON TYOREGON9600 SW Oak Suite 230 Portland, OR 97223 PROJECT TEAM: m so3-45e-8003 (F) 503-452-W43 www.alphacammurllty r:,,)m OWNER JACK M. do ALICE 0. CORYELL _ - - - - -- -- -- -- - - - - — - - - - — - - - - 9900 SW 82ND AVE. -' - � r REVISIONS 71GARD. OR 97223 NO. OATS DEssCRIPTION SW CORAL DRIVE 4 APPLICANT ZMP .y s,.�,. .Y1'.i9 ply:' r E .N7..�,. "i_..,:.�.•.1,Xlyy.`yX/',ICd,I a1'��.-4f.rv� "a. +�Lqiy'�. •-,41„1,�•t • s L::.. 1'!,^. .•1 +M.�.•.}- _, fAJ•..,•s,L,f ,�Y1''�.'!L. �it1 -.'�-fir— .•"..•3y �d '•"i-Jt•..' xa fi.+ ' 11✓41• 'fai.r -✓""-�'✓�a-..r�- ���.. 'i�k4r',�, .�d--'��.•:,rr.. •�i,'� .r .'� •/ � 'f�; ':i � {� �i f'••,1�. ��' ,1 ;jM"1.;• ' ,V � '`� l.r. �, � r,, •,;Mt!,r (}�� ' 4! r.rp l ,.>;,�•...� 7t A > f'Jj¢ ✓ }'d�"'3,Y n''• ti. fib' �' rr d' w�t'i �r:;y!;, . ,'•,, •` .,,' .• r �'� ,� •)4 K, i'J 1:�'q(:.;, 1„ Vii,: }t' r'izj. r1a; PALMER & ASSOCIATES � �f'• it: �' •'•C' 'r r• ��' � " ` � �, 9600 $W OAK, SUITE 230 r�,,• ,,'► r. ,r. .t.r I: _: )'' ,,�i ,;tK:R f '`' :� 'a ct�r.T ;, �,1 .;� ; ,x,•},. ,.fix PORTLAND. OR. 9722,3 %(PA 3)452-8003 , .. . ,_ ... . . _ - - - - - -TT ...�.�. : � _C JERRY PAL iulER -- - - -' -. '-- PIA #0112h ., A ��•Ea. lltih ll'wl'. !■ • CLt STEA i ..' a Poe F.1126 APPLICANT'S REP I ENGINEER "�� .•� ' IL TLaiooO ALPHA COMMUNITY DEVELOPMENT �` : :;, i f :• 9600 SW OAK, SUITE 230 • ' PORTLAND, OR. 97223 • +. < + , PH:(503)452-8003 FAX:(503)452-8043 CONTACT: ALBERT CASTANEDA ov . I .. �r 1812= UTILITIES & SERVICES �F WATER: CITY OF TIGARD .• ���t N,E �� STORM: CITY OF 71GARD SEYYER: CITY OF TIGARD POMER• PORTLAND GENERAL ELECTRIC FIRE: TUALATIN VALLEY !TRE do RESCUE POLICE: CITY OF TIGARD POLICE DEPT. 12. '' P SCHOOL: TIGARD SCHOOL DISTRICT . T F CPS PARKS CITY OF TIGARD GAS: NORTHWEST NATURAL .' - ; 1g124= VALID THROUGH 12-31-07 • i TLd700 i SHEET INDEX: NOTES: 1 TITLE SHEET 2 GENERAL NOTES SITE AREA: 1.16 ACRES - _ - _w,�.^.--_ �-•�= -�•= =='�_.i M_--�_.__. EXISTING TONING: 1 .12 - _ NEW- 3 EROSION CONTROL NOTES AND DETAILS CORAL TAX MAP: IS 126DC 1812ODC 4 EXISTING CONDITIONS do TREE PROTECTION PLAN TAX LOT: 4100.4200 TLAM AMUIs 21110C 1 s129DC 18126= NUMBER OF UNITS: 14 TLQ000 TL0100 TL5m 6 SITE PLAN AVERAGE UNIT SIZE: 1109 SF. COMMONS DRAWING DATE: 4-14-08 I I I Il I I I I 8 GRADING AND EROSION CONTROL PON I 7 SW CORAL STREET IMPROVEMENTS PLAN 8 PRIVATE STORM DRAIN PLAN AND PROFILES BENCHMARK: I I - 9 PRIVATE OFFSITE STORM DRAIN PLAN AND PROFILE I I OSHD BRASS DISK ON SW CORNER OF I I I i ( 10 SANITARY AND WATER PLAN AND PROFILE CONCRETE BOX CULVERT . W SIDE OF a I I 11 DETAILS HALL BLVD. 100'N OF OAK STREET l INTERSECTION SCALE 12 DETAILS 30 0 15 30 80 13 DETAILS TITLE 14 DETAILS SHEET LOCATES 1 IN 3o FT L1 PLANTING PLAN (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) OmczCOpY L2 PLANTING DETAILS ONE CALL SYSTEM (VERIZON, NW NATURAL GAS, - 246-6699 PORTLAND GENERAL ELECTRIC, - 800-332-2344 COMCAST) REPAIR EMERGENCIES J44 1Q0 NORTHWEST NATURAL GAS - 800-882-3377 6Vf,Q���,, � VERIZON - 800-828-2088 PORTLAND GENERAL. ELECTRIC - 464-7750 COMCAST 617-1212 / N CLEAN WATER SERVICES - 681-3600 TUALATIN VALEY WATER DISTRICT - 642-1511 CITY OF TIGARD PUBLIC WORKS - 526-2430 v CITY OF TlGA�(�•t...•1 ': cendMloMlly Approved rOr OAIy the worl d scribed I 'L PERMIT No. M•LNter to F011pw..................... A20 wmpoff Y „ dotAdoreee •••- 2= PROJECT NO.: 338-028 Date TYPE: CONSTRUCTION f DATE: 7 U .. I N:\proj\328-029\dwp\Cavil\Sheets\328-029-TITLE.dwg-SHEET:24x36 Jul 06,2006- 1 A0pm sms 7771 .r. -• ♦ _ .. ••9•rnr;,-..r.M►M.rj' a, tlf` .'+M'.. M�;`t" iiw'. fK,, t1jNo�r'j1,,,'-Ih �'SIYM1NLM .,S�.ry! _ ..y..,.,. .�,w "' - .., .: '' .YfRMcYRf•,KM'o;1lp yP*.h"�'- �t� ;<,r. ..., - -. ,. '�' .. •. bF.. �N` Y _ ........,tee•-•••r'"•19 ., .:. . : .;".... .. _.;, _ __ .......w .. _ ... ._, .. .. .•.. � � .« e?f ,.. -._-n.v,N ' .... .t::....r•..,.*....., ;,� ..lCyr:..,....,., ,...r_.,r.r , . � _. ,•., .. ". .. wr.w•, y,. . f9 ... •^•!M!"+ 7tf�0�"� • „ ri ! - 11T t1fiTT �1 _ t �_ _Ilr�.r t 1T �_ 11 r1> 1 1��r�r T�r�T1 r�rlrjr rjr�r 1 ��rlr1 �r rjt�T�I n�TY[TfiT rIII1II t, 1 1 ' C 1 1' 1 ]- 2 ..r . .y 1 U7111111hIT111111111 II'II r dul 1111 lirm I 'r� llillll l�ll Wllll U 11 . N .....-.tybN/pptisw... .._ ...x........,..r :....••:r.•w,W+..-s..,C . .,w1r '^ + c w ..r , - « .. -. :'..w .•.••...+•+*s-.r u+s..,-.r.v..,.+a_:.a^n:+a.,wuon.r+n/r.+.._...�. -. .. _.s ... r-Y. -.'% _. .... .- .- .,_ .Mt +.w.. w•_ ..,.a. ...._ s .... ..0-- - T ...K.Je r, _ , •...w_..•►......!!+.•.�.^s...-.t .. .. ..s tr.___.. nu.. ..... *v+ .,�MMillr.nla'wstWA�M"-•r•..•r ,.•11•T4:..le'R1!'A„M.' •+n+�, ..•j�••.,gyR•' _ _ - _ .e. ••—y�.+.51. IR"�.^pR'4C•-� ..._ ...._.. .. ... __. ..,• ... , .n .- ,1�. t r r.Cti i" Pig �R MMRM DRAIN XM CONDRIM "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, TRAFFIC CONTROL IS 1. THE CITY'S STANDARD SPECIFICATION FOR AS MODIFIED BY WASHINGTON COUNTY. SUBMITTAL OF THE DESIGN SHALT_ FOLLOW THE REQUIREMENTS OF THE LATEST FOR STREETS AND HIGHWAYS", U.S. DEPARTMENT OF TRANSPORTATION, FHWA, MILLENNIUM EDITION. 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 COMMEiCING CONSTRUCTION AND SHALL JOB SPECIFIC APPROVED TRAFFIC CONTROL PLAN. A COPY OF COORDINATE NTH THE SURVEYOR THE LOCATION, ADJUSTMENT i OR REPLACEMENT OF ANY UTILITY OR RELATED 10. ALL MAIN STORM SEWER AND C.B. RUNS SHALL BE THOROUGHLY CLEANED, MANDRELE:D IF PVC, AND VIDEO TAPED SPECIFICATION AND, IN ACCORDANCE WITH A CITY STRUCTURE AS MAY BE NECESSARY. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST. (CWS LINE LOC. 503-681-7044). FOR ACCEPTANCE, PER R&O 04-09. THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 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 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO MAXIMUM DRY DENSITY OF COMPACTED MATERIALS SHALL BE DETERMINED BY AASHTO T99 OR T180. APPROVAL FROM THE CITY EN TO THE PERMITEMERGENCRY ISERVICESRESPONSIBLE (TIGARDFOR POLICE�DEPT.,SION OF TIMELY TUA ATIN FIRE NOTIFICATION CONSTRUCTION CAN START. OF TRAFFIC FLOW DISRUPTIONS TU AREA WIDE 4. THE CONTRACTOR AND/OR SUB-CONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APR;OVED CONSTRUCTION 12. USE 4,000 PSI CONCRETE FOR ALT_ SIDEWALKS, CURBS AND DRIVEWAYS PER CITY OF TIGARD ENGINEERING COMMUNITY RESCUE, ETC.) AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 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 8Y CONSTRUCTION CONSTRUCTION PHASES. � DEVELOPMENT PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) 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 TC BEGINNING CONSTRUCTION BEFORE INITIATION OF CONSTRUCTION WORK. SPECIFICATIONS PRIOR TO DC'IVERY OF MATERIAL TO THE SITE. ANY MATERIAL N"T 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 PRUPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICES BE REMOVED FROM THE SITE AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS. AIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION REAEW SERVICES 960(? SWC , S 97 230 AND M 6 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL A PERSONS ETC., SHALL HE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES, OR TIMES. Portland, OR ' 7223 6. TRAFFIC CONTROL DEVICES, TI G PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS/HER WORK. WORK AND SHALL BE EFFECTIVELY MAINTAINED. 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. [n 503-452-$003 [M 50345240Q 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 www.al hocommuni com BETWEEN 9:00 P.M. TO 9:00 A.M., SUNDAY. ROADWAY AND IN ALL STRUCTURAL FILL AREAS INCLUDING BUILDING ENVELOPES. MATERIAL SHALL BE DISFOSED OF IN 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION 1'0 SCHEDULE APRE-CONSTRUCTION P tY THROUGH FRIDAY, BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR 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 'N ACCORDANCE WITH F.WWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CON IROL REQUIREMENTS AS MAY BE NECESSARY N= 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. REVISIONS TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 1. CONTRACTOR MUST OBTAIN DEMOLITION PERMIT FROM CITY OF 'TIGARD BUILDING DEPARTMENT PRIOR TO STARTING 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE 140. DAT! D�iCIlIPTION 10. BEFORE INITIATING ANY CONStRUCTION ACTIVITY THE PERMIT HOLDER SHALL CONTACT THE CITY'S INSPECTOR DEMOLITION WORK. SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS (MICHAEL WHITE) AT (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE-CONSTRUCTION 2 REMOVAL OF EXISTING INTERIOR FENCES, SERVICE LINES (AERIAL & UNDERGROUND POLES, MISCELLANEOUS ITEMS NOT OTHERWISE SPECIFIED. MEETING. SHOWN AMD THE CLEANUP OF DEBRIS IN THE CONSTRUCTION AREAS ARE ALL TO BE INCLUDED IN THE REMOVAL BID 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" G''AVEL. 11. THE PERMI•f HOLDER OR HIS TWENTY-FOUR ANY STAGED INSPI_"CTION ) (503-639-4171) TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, 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 HOURS PRIOR TO UTILITIES OR PROPER DISPOSAL AND/OR FILLING ACCORDING TO DEQ/WASH. CO. SANITARIAN, IF THEY ARE TO REMAIN WILL BE REQUIRED. 12. A COPY Oc' 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 E FEET OF CE 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 CON AND BERETE H UST BLOCKS ONS (OF ADETAILST LE T OIRHMINIMUMRBEARING ARE S)NG SURFACE ARE REQUIRED AT EACH CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND WATER WELL. TO THE THE CITYS STANDARDS AS REVISED JULY 15,1998 APPENDIX D, PAGE 38 R SPECIFICATIONS AND TO THESE 11. A 4"X4"X8'-G" PAINTED BLUE SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AN GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF 1. THE BRUSH AND TREES FROM THE CUT AND FILL. AREAS SHA'_L 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 WORK PERFORMANCE. DIRECTED BY THE ENGINEER. THE STRIPPINGS MAY BE SPREAD OUT IN 8" LIFTS TO A MAXIMUM DEPTH OF 6" OVER THE TEE AND 2" IPTX)00 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. 12• FIRE HYDRANT ASSEMBLY CONSISTS OF A MJX6" FLG. (FLANGE) TEE, 6" FLG.XMJ GATE VALVE, 6" MJXMJ HOLDING WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND Y 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 HAZARDS. A COP CONNECTION, 1-4 M" NST PUMPER), 1 X" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED AREA. MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE: BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" EQUAL: MUELLER CENTURION A-423, WATERIOUS PA."-IR 6790, CLOW MEDALLION. RIS 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 14. THE SPREADING OF MUD OR DEB COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. BELOW THE 3 FOOT LIMIT, COMPACTION SHALL BE 90 PERCENT. STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MATERIALS WITHIN 1 FT. BELOW ROADBED SUBGRADE OR STRUCTURE FOUNDATION ELEVATION SHALL BE 3-INCH 13. EACH FIRE HYDRANT SHALL C INSTALLED UPON APRE-FORMED CONCRETE BLOCK WITH 1 'Si CUBIC YARDS OF STRIC CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID OP! TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM 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. EARTH CO'VER. 15. EFFECTIVE EROSION CONTROL IS REQUIRED, EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED 3. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 33, SE(,TIONS 3309.4, 3309.8, AND 3305 OF THE UNIFORM BUILDING D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THIN 5: 1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY T 3 FEET VERTICALLY OFA MATER MAIN SHALL IN ENCASED MEETING THE IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 1C FEET ON BOTH SIDE OF THE CROSSING. WHERE WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. BANK A MINIMUM OF TEN FEET. IF THE BENCH EYPQSLS SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE FABRIC, STARTING BENCH THEN PLACING A SIX INCH LAYER OF CROSSINGS ARE NECESSARY, THEY MUST VE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF �t NE'F�� EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE SEPARATION BELOW THI. WATER bNE. 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRAS MIX; SHRUBS, 1 1/2"-0" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH NONWOVEN FILTER FABRIC. SUCCESSIVE �� FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKERS, MAILBOXES, ETC., SHALL BE REESTABLISHED. BENCHES WILL BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8 INCH LAYER SHALL BE COMPACTED TO A INSTALLED OR REPLACE, WITH LIKE KIND AND MATERIAL. MINIMUM OF 90 PERCENT AAS•THO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2: 1 AT FINISHED GRADE. NO 15. ALL MAINS WITH A STA'1c; PRESSURE UP TO 100 PSI {POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PS! F" OR RE 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE ROCK OR SIMILAR MATERIAL EXCEEDING A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. Q 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. ��OFREGON ,t2 BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY. AND THE RECEIVING SYSTEM IS NOT 4• THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, CORRECTIVE ACTION AND STOPPAGE OF WORK TO HWORK 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 RT F CP�� - ADVERSELY IMPACTED. 111E CITY MAY AT ANY TIME ORDER COR OF STARLING BENC ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2. VALID THROUGH 12-31 07 p,C FEET PER SECOND. DISINFECTION SHALL BE iN ACCORDANCE WITH AWWA STANDARD 0651 -92, THE STATE HEALTH . OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION CENTER. SAID 5• ALL COMPACTION SHALL MEET THE REQUIREMENTS SET FORTH IN THE APWA STANDARD SPECIFICATIONS (1990 WITH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION HALL BE USED. DISINFECTING 18 AMENDMENTS). MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF THE RULES MAY BE BY CALLING 503-246-1987. IF YOU HAVE QUESTIONS ABOUT THE RULES, CONTACT OBTAINED FROM THE CENTEF: PER LITER). THE DISINFECTION MIXTURE WILL 9E PREPARED BY INJECTING ACALCIUM/SODIUM HYPOChLURITF AN 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) '.NATER 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 IS 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-•FORMING TOR 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 HA VE OR RELOCATION OCATION 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 CORAL MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE .. LINE UNTIL THE WATER THROUGHOI!i THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO PERMAN N 2. MAIN LINE PIPE SHALL BE 8" PVC AND SERVILE LATERALS SHALL BE 4 PVC CONFORMING TO ASTM D-3034. SANITARY SOURCE OF SUPPLY. WORK WITH AFFECTED UTILITY AGENCIES. SEWER PIPE SHALL BE GREEN IN COLOR. TEMPORARY HARD-SURFACE PATCH COLD-MIX AC OR HOT-MIX BASE PAVING) SHALL BE PLACED ON TRENCHES SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND 10 FEET INTO THE LOT. THE END OF DISPOSE OF THE DT ADEQUATE WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A COMMONS 20. A TE ( 3 SE WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER 'SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF--SITE SHALL BE LEFT AT ANY EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED GREEN EXTENLING FROM THE INVERT TO A MINIMUM OF TWO N UNSAFE SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE TIME IN AAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND I5 LIABLE FOR HAZARDS OR DAMAGE N NSING FROM THE PROSECUTION OF THE WORK. FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING, BACTERIOLOGICAL TESTS WILL BE TAKEN EIY TPW. 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 29 WITH A MAXIMUM GRADE OF 1009 (45'). 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 EBALLED, C FLUSHED THOROUGHLY CLEANED MANDRELED AND AIR-TESTED AFTER THE WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW 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 THE PERMIT HOLDERS' EXPENSE. 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 PUBLIC SYSTEM OR FACILITY, SHALL BE PRO\n AND, 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 EXISTING UB WITH AN "ENGINEERS CERTIFICATE OF INSTALLATION COMPLIANCE" AS 'tEVISED 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 B IN. 39. UPON ACCEPTANCE OF AS-GUILTS, A COMPUTER DISK OF AS-BUILTS SHALL ALSO BE SUBMITTED TO THE CITY. 7. PLUG CONNECTION TO III:G 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 '(EST AND V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE "AS-BIiILT�S" (OF EITHER TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 109 FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD, 23. A SEWER SYSTEM AIR- OR BOTH THE STORM AND SANITARY SEWER SYSTEMS MAY BE REQUIRED BY L E CITY FOR REVIEW AND 8. CONNECTION PER'AITS REQUIRED FROM CITY BUILDING DEPT. ADMINISTRATION, SAMPLING, ETC. AND 29 FOR ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING A APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. MASTER MAP, INTERSECTION MAPS, ETC. GENERAL 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 THE CITY'S INSPECTOR. a 20. PRIVATE PLUMBING INSTALLATIONS REQUIRE PLUMBING PERMIT AND INSPECTION ON WATER LIMES 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 SHA'_L 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. SER`.•ICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM 'im 9 N& ADEOUACY/COMPLIANCE:. SUCH TESTS/REPORTS SHALL BE: PROVIDED AT THE PERMIT HOLDERS EXPENSE. D-3034. r� COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE NATION SHALL CONFORM TO APWA DIVISION III, SECTION 301.1.01, AND SHALL BE U . 1. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THE TREE 26. THE PERMIT HOLDER SHALL PROVIDE A CO 2. ALL TRENCH EXCAVATION UNCLASSIFIED. REMOVAL CHAPTER (INCLUDING BUT NOT LIMI1•ED TO REMOVAL OR DAMAGE TO TREES NOT APPROVED FOR REMOVAL) CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION SHALL BE SUBJECT TO A CIVIL PENATLY OF UP TO $500 PURSUANT TO CHAPTER 1.16 OF THE TIGARD MUNICIPAL CODE AND OWNER SATISFACTION. 3. PIPE BEDDING MATERIAL SHALL BE CLEAN CRUSHED ROCK WITH A MAXIMUM SIZE OF 3/4"-0", UNIFORMLY GRADED AND SHALL BE REQUIRED TO REMEDY ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIA11ON SHALL. INCLUDE, 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE FROM COARSE TO FINE OR AS APPROVED BY AGENCY OR CITY. BUT NOT BE LIMITED TO, THE FOLLOWING: AT THE PERM11 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 SLIALL 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 VIDE 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 29. THE PERMIT HOLDER SHALL PRO METHOD USED TO ACHIEVE REQUIRED COMPACTION. ARBORICULTURE'S GUIDE FOR PLANT APPRAISAL. TELEPHONE NUMBER OF TNO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION, AND IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY 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 THE CITY INSPECTOR, IN WRITING, OF ANY/AL.L ASSIGNMENTARE EXEMPT MAY BE REMOVED BY THE APPLICANT. IF IN THE PROCESS OF CONSTRUCTING IMPROVEMENTS, IT IS CITY STANDARDS & SPECIFICATIONS. COMPACT TO 959 AASHTO T99. TO 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 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR PROJECT NO.: 32®-029 A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR 7. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM MITIGATION FOR 1008 OF THE CALIPER INCHES OF THAT TREE. ANY TREES DAMAGED OR REMOVED WITHOUT PRIG 24 HOUR EMERGENCY TELEPHONE NUMBER OF CITY AUTHORIZATION WILL CONSTITUTE A VIOLATION. 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 TYPE: CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. COMPACTED TO 95% AASHTO T99. DATE: � -`Q-OCD Cp 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 2 �� 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 N:\prof\328-029\dwp\Civil\Sheets\328-029-NOTE.dwfl -SHEET:CONST-NOTES JU106, 2006- 1:20prnSms PLACEMENT OF FINAL LIFT. _ .,:ar 1CKt'. '+e)R" M^x•1 ••t;esvp... .t.. tk+l - M!q;Ri"�N19¢ a .a.� _ __-....,...r.-.. i A .'4t'i• :f I oil . - «y .. ..' :,, .. ',.*� W4:�`., .. '- •sMS4W97'M.PAI'•L�:PP' - ..,y�.,11 .,rN ..re,�, •`�,.. ' + •. '�'` �iTi�I i �fj'I'ITtT�fT I' T11�T�T i�i(r1 Tiljf��.•• a: i�fjT�f 11llIIl llllll! rli�irl T�I�rir fi�T�r�T 11TT1�1 i�lll�l 111�>�Ilfllllll i I I II 3 3 I 1 10 I I 11 112VA � " ; � Illi lllllllll llll�llll 111111 ll�lll 11 1111 1111 1WIll ll u111 lllllllll � , : , �' 3r, j, 't - ' t � r •. i • �.� •r. 2., . ._„,..,. . . ,. ''.+rascal, , , �,.. ... r +a.a.+ce•.x;w-arc .rAt. ... ,.. .. .. ��cvAy�lEy ,.. ... - :nwe�rovo+c...r+sra.r+.,,«L:a.•s.+.. .. s - ......_.__.------ - G......w.......,....+..•o.,.-a..r...._.,....nc.:,:n.n•s.wio..•,-+rr�Yrf..,. ,-,.....nw.w,.:.•.._,-..o. .... -..,.,..•r ,w....._w,..,.s..•......_,.,._ - - - -. ....-... .,.. .r• . ..N,7.,+r• a 9. �F � 1 VI x Al MAINTAIN EROSION SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY A SCHEDULE OF PLANNED EROSION CONTROL AND RE-VEGETATION MEASURES SHALL BE 1. CONTRACTOR SHALL INSTALL AND M /' 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: APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF 1. EROSION SIION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY STRIPPING OR EXCAVATION 2 PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTInN FACILITIES, UTILITIES, ETC.). 2. THE APPLICANT SHALL IMPLEMENT THE MEASURE: AND CONI'TRUCT 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, CONSUCTION THE APPLICANT , ADJUST, UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL IHRED THE REPAIR OR REPLACELEROSION TCONTROL"MEASURES CONTROL f TOASURES ENSUREQAILYTHAT THEY ARE, ANDTFUNCTIONING COMMUNITY IS COMPLETED AND APPROVED BY THE CITY OF TIGARO AND VEGETATION/LANDSCAPING IS ESTABLIS DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS PROPERLY. DEVELOPMENT ARE SOLD. 3. ERODED SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM PAVEMENT OR OFF-SITE AREAS, AND FROM THF. SURFACE WATER MANAGEMENT SYSTEM, INCLUDITNGNG STORM DRAIN N� 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIE!D INLETS, DITCHES AND CULVERTS. PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED A BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR NOT BE FLUSHED INTO THE SURFACE WATER MANAGEMENT CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL 4. WATER CONTAINING SEDIMENT SHALL 0 96W SW Oak, Suite 230 THE DURATION OF CONSTRUCTION. SYSTEM, WETLANDS OR STREAMS WITHOUT FIRST PASSING TROUGH AN APPROVED SEDIMENT s. THE ESC FACILITIES SHOWN ON THIS PLAN MIST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AN ODO FILTERING FACILITY OR DEVICE. Ptxtlalnd, OR 97223 GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER g IN ADDITION THE APPLICANT :HALL CALL FOR CITY INSPECTION, PRIOR TO THE FOUNDATION ITI503-452-8003 IFI503.452�043 NOT LEAVE THE SITE. THIS INCLUQES, BUT IS NOT LIMITED DA WATER ENTERING THE DRAINAGE SYSTEM, I-SPECTION FOR ANY BUILDING, TO CERTIFY THE EROSION CONTF;OL MEASURES ARE INSTALLED ROADWAY, OR ANY VIOLATION OF APPLICABLE WATER STANDARDS. IN ACCORDANCE WITH THE EROSION CONTROL PLAN. www.alphacommunity.com 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION AND T0ENSURE THATESE ESC SEDIMENTFANDITIES SHALL BE SEDIMENSEDIMENGRADED T-LADEN DOSNEEDED R UNEXPECTED STORM EVEN NOT LEAVE THE SITE. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO SHE 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 RE�$� � SHALL SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP , �" �� NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"X2" POSTS AND ATTACH 8. THE ESC FACIUTIES 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. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY 9. ALL EXPOSED SOILS SHALL BE PROTECTED FROM EROSION. INTO THE GROUND A MINIMUM OF 24 INCHES. 10. AT NO TIME SHILL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRA°PED 3, THE FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL CATCH BASIN. ALL CATCH BASINS AND CONI&YA C LINES CLEANED PRIOR RE SYSTEM.TO THE EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND CLEANING OPERATION SHALL NOT FL LADENWATER INTO COMPACTED ALONC THE ENTIRE DISTURBED AREA. 11. STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 4. STAidDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE LOOPS FOR 2"X2n POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL THAT ALL PAVED AREAS ARE KEPT CLAN FOR THE DURATION OF THE PROJECT. SIDE OF THE SLOPED AREA. 12. ALL WATER QUAUTY/QUANTITY FACILITIES SHALL BE PROTECTED FROM EROSION, AND MAINTAINED IN THEIR 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE. ENTIRETY, IF ANSEDIMENT BUILD AU_PSOCCURS. THIS I INCLUDES, BUTNT IS NOT VEGETATION PER TO THE THE DESIGN MATTING OF ALL BUT' NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. EXPOSED SOILS, P ND CONSTRUCTION STANDARDS. ETC. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER 13. STORM DRAIN v4LETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE SHALL AI FAL IMMEDIATELY.ND ATST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS COMPLETED AND/OR VEGETATION IS RE-ESTABUSHED. 14. AT NO TIME SHAD_ MEASURABLE SEDIMENT ACCUMULATE UPSTREAM OF THE EROSION MEASURES AT A CATCH FINER FAeRic w►TERut BASIN OR INLET STRUCTURE. 36" wwE Rotes /-usE sTm�Eo LOOPS O •R !'x 2' POSTS 15. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. cn r� 16. SEEDING, MULCHING AND REVEGETATION SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH V P PHASE OF CONSTRUCTION. ,� L 17. WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM UNTIL THE LANTINGS ARE WELL ESTABLISHED. z OREGON VEGETATION12, e Acwo /P 0 FRONT VIEW PR FI 9� �� 18. IF THERE IS EXPOSED SOIL OR SOILS NOT FULLY STABILIZED FROM NOVEMBER 1 THROUGH APRIL 30, THE WET m F. CP`'� WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, EROSION CONTROL VALID THROUGH 12-31-07 MANUAL, FOR REQUIREMENTS. I 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. AN=FENCE TO M AR FA c ASSURE 90M. 19 TRAPPED 20. ALL ESC MEASURES TO BE IN PLACE A5 SHOWN ON THE PLANS OR AS DIRECTED BY THE CWS INSPECTOR, PR!(,)R TO ANY CONSTRUCTION. ( I NOTES: t. W WTTOlO Of !Li[R fAMRC f' 21. CWS ESC HOTLINE 503-681-3600, CALL BEFORE STARTING ANY WORK, LEAVE YOUR PROJECT NAME, LOCATION, .r r �oR�ot CORAL N- POK ON C014TACT TELEPHONE NUMBER, AND THE INTENDED TIME OF POSSIBLE PRE-CONSTRUCTION MEETINGS, AND \ Fa PO'R STm ON DATE ANTICIPATFO FOR START OF WORK. T R+iER O Pan� � .sn� �ax of >K,oPE. 22. IT IS STRONGLY SUGGESTED THAT APRE-CONSTRUCTION MEETING BE HELD PRIOR TO ANY SITE WORK. a MI 2• � • . ,� ` COMMONS ANC ATTACH _ . VI W TPO Npsl�Q N s. rwa9u Ria a nAom �C010/10101111%c D 23. RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS: S1,MILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF APPROVED BY WASHINGTON COUNTY. A. DWARF GRASS MIX (LOW HEIGHT. LOW MAINTENANCE): ELKA DWARF PERENNIAL RYE GRASS, 807E BY WEIGHT; CREEPING RED FESCUE, 20% BY WEIGHT. APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE. MAY K uSEO w+oRT TERr w/ unun WORK AND w/ ortylopmodT B. STANDARD HEIGHT GRASS MIX: PNAsw a ANNUAL RYE GRASS, 40% BY WEIGHT; �- - TURF-TYPE FESCUE, 607E BY WEIGHT; APPUCATION RATE: 100 POUNDS MINIMUM PER ACRE, � -F WW 24. W000 CELLULOSE FIBER SHALL BE APPLIED AT THE RATE OF ONE AND ONE HALF (1-1/2) TONS PER ACRE. •P' ' � • 25. SPECIFIC METHODS OF SOIL EROSION AND SEDIMENT CONTROL SHALL BE USED DURING CONSTRUCTION TO EROSION MINIMIZE VISIBLE AND MEASURABLE EROSION. CATCH BASIN AREA DRAIN_ 26. THE LAND AREA TO BE GRUBBED, STRIPPED, USED FOR TEMPORARY PLACEMENT OF SOIL, OR TO OTHERWISERzG" NTN. •� �" p EXPOSE SOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION SITE ONLY. 2-- " . CONTROL /R RUN 011 1MP15 CMKI di c r THE DRY SEASON JUNE-OCTOBER , WHENEVER FEASIBLE, NOTES & 27. CONSTRUCTION ACTIVITY WILL TAKE PLACE DURING _ j �stoMot RE�rsoRawENr�' �• AND THE DURATION OF EXPOSURE OF SOILS SHALL BL KEPT TO A MINIMUM DURING CONSTRUCTION. "�� "� "EgJRED m nm DETAILS 28. EXPOSED SOILS SHAL.I. BE COVERED BY MULCH, SHEE11NG, TEMPORARY SEEDING OR OTHER SUITABLE MATERIAL FOLLOWING GRADING OP. CONSTRUCTION, UNTIL SOILS ARE STABILIZED. DURING THE RAINY SEASON (NOVEMBER •2o wN roR DOW FAMILY MO ouP�Ex REsroortvr THROUGH MAY) �-- SOILS SHALL_ NOT BE EXPOSED FOR MORE THAN 7 CALENDAR DAYS. ALL DISTURBED LAND 6- d � AREAS WHICH WILL REMAIN UNWORKED FOR 21 DAYS OR MORE DURING CONSTRUCTION SHALL BE MULCHED DRAVm CONSTRUCTION CURD RAMP --T AND SEEDED. ENTRANC[ rAVENENT PLAN VIEW 29. DURING CONSTRUCTION, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED RUNOFF AND � SEDIMENT RESULTING FROM SOIL DISTURBANCE SHALL BE RETAINED ON-SITE. TEMPORARY DIVERSIONS, .'� ' '' '• , SEDIMENT BASINS, CHECK DANS, OR OTHER METHODS SHALL BE PROVIDED AS NECESSARY TO HOLD SEDIMENT FLOW AND RUNOFF. 30. A STABILIZED PAD OF GRAVEL SHALL BE CONSTRUCTED AT ALL ENTRANCES AND EXITS TO THE CONSTRUCTION A SITE. THE STABILIZED GRAVEL PAD SHALL BE THE ONLY ALLOWABLE ENTRANCE OR EXIT TO THE SITE. . 31. TOPSOIL REMOVAL FOR DEVELOPMENT SHALL BE STOCKPILEU AND REUSED ON-SITE TO THE DEGREE DITCH INLET NECESSARY TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL OR ENHANCED CONDITION, OR TO ASSURE u>«o � sD wwc - r pW or N' MRM CLM R= SUFFICIENT STABLE TOPSOIL FOR RE-VEGETATION. ADDITIONAL. SOIL SHALL BE PROVIDED IF NECESSARY TO By 20• wm oNA� "� �K'N ST B¢ PROJECT NO.: 326.029 SUPPORT RE-VEGETATION. s-r aNAN R=, cONlOEREO DEPENDING ON SOAK TrPEs. aoKRwNa AUT em MAY RODS M 2. eI0FILIER eAti! lMONID eE sTNCEu �ypE; CONSTRUCTION ONOT[x1Kt MNrC TO PRr4W 749 32. THE REMOVAL OF ALL SEDIMENTS WHICH ARE CARRIED INTO THE STREETS, WATER RESOURCES OR ON TO DATE: ~o� ADJACENT PROPERTY ARE THE RESPONSIBILITY OF THE APPLICANT. THE APPLICANT SHALL BE RESPONSIBLE INLET YTYPE PEPRO4C110N FOR CLEANING LIP AND REPAIRING STREETS, CATCH BASINS, WATER RESOURCE AREAS AND ADJACENT CONSTRUCTION ENTRANCE D�Eoil DroNInO 4-!S 7 DRtaN orowino 4-24 PROPERTIES WHERE SUCH PROPERTIES ARE AFFECTED BY SEDIMEN IS, OR MLID. IN NO CASE SHALL SEDIMENTS Pogw 4-42 4 BE WASHED INTO STORM DRAINS , DITCHES OR DRAINAGE WAYS. _ - 4-ITT 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 WAS , HINGTON COUNTY REVISED FEBRUARY 2000), REQUIRED BY THE PLANNING DIRECTOR. N:\prof\328-029\dwfl\Clvll\Sheep\328-029-NOTE1.dwg-SHEET:EC-NOTES Jul 06,2fd)6- 1:20pm sms :,J' ,•�MRt"'^^rnN"�Ri7 .,.,..'may, .. r ... di �+l..1�', ... ,. ,.. � ;Y:fi _ A 1 ... � -.✓'^^. _ �" ^,+1" ,�i ,,.",l" ,.. ',1� . , ,.,. :• . .'. '. ..r_ ..fir .., ., .� ,:..ut.:.•. .>x._, n...x•.naa urnwena.•+rrtu'nrW,r.ify uwwMcilpdRr - " �.'M'ih� ..}" • T T,i rf �TI1'I-I I]ffqr[T f T(T 'I T�f I:I1 i�L Ti1 iI T f�i LIT T�1 Tj l�f 111 i�l T(T Jill31 4 I IN 1`11HII11,1111111 JIM IIIIhII1 III A' . .. .r ... . .. _..- .. -♦':n Esc..-.1?MY...^r•.,.,...rr.,... .w.:.1.1 ,..,. ,,•..,,R,.., .;�,pw.,.ai;:. vwisrl.-•.a.,.e..r,i asa..:.h'..Y '. "1 '' ...,m.,•,s..-n.;....-.,...ev,r.,..,r.o-..n..rrn..r.M.w ,.wn......•..-'.....z-:....reg+:.,o..-r..«--a.•�r.+....-►. .. .. .spa.. Ru7Prlsrwrr y .. -.... r.2.3 ..-.. .. .. t ..- ...•A..u•.e.,1"'..... .-- .......... A aAfwre..,.... .: ,.; .. .. }..:. , ... !,.:+-.' ....Q�-:A.LY"•7.V .tgotiwv]:7w.ti.L7N.a�i y.,,•qy,....:err .►:MMa1M+...h.e.ywrr7+11w^r1ri...,r:!C.pr ,. .„y Tt G4,u a RJ �I r 5.. J' MJ. M .tdWL't.11:.,:d91H!'IariErdNvih LIJ•A ` t-�w� L. LEGEND —264--- EX 2—FT CONTOUR 260 EX 10—FT CONTOUR EXIS'i. SDMH DRAINAGE DIRECTION EXIST. SDMH EXIST. SSMH GRATE=217.71 GRATE-220-56 RIM=219.86 IE 10" IN N='114.11 --- EX SANITARY SEWER COMMUNITY IE 15` IN NW-2113.06 IE 8" IN W=206.14 IE 15" IN W=214.31 —*SD--- EX STORM DRAIN DEVELOPMENT E 15" OUT E=215.93 ,,,-IE 8" OUT E-205.91 IE 15" OUT E=213.91 _ - - _ - - - ---w--- EX WATER LINE XISTING FIRE HYDRANT ____ - - - __ - - - - - -- - - - !- - _ - - - '- - - - __ - _ ----G EX GAS LINE - - -- - - - - - — _ - _ — # __... --- --- --- c _--- ---��---- EX BURIED POWER (- ~- --, 0H EX OVERHEAD POWER 9600 SW Oak, Suite 730 ---T--- _� - - -- - •v -- -- - - - - - - - - - - - - - -- - - - -- - - --- - -- -- - - - - - ` -- - - - - - - - -- - - -- EX TELEPHONE UNE a ----- ----------- -- --- -- ----�- - -- — -- --- - - -- �---XG xC. -� CATV EX CABLE TV LINE Portland, OR 97223 XSD XSO— \ xs0 ---�CSp__ I sW C� L DRIVE EX FENCE [TJ 503-4.52-HD03 (FJ 503452-8("x43 N - ---- -xss-- - --xss - --xss .- --- - --� T�- -?� s m EX SANITARY MANHOLE www.alphacommunity.com 7-1 - -- X: ti xSS-- -----xss x55----- / --f- A EX SANITARY CLEANOUT ® EX STORM MANHOLE -- x1 ;�:� � � w r xw ----�xW ~ xw --xw- ---xw --�-- w---� - xw---�----- -xw— p EX CATCH BASIN x --- / t- �` _.__ --- / 0 ''� — �- / .� �" �\ 7 l x -- �x _. --xp�..._._---.-- • EX STORM CLEANOUT REVISIONS �-- x0k------t -x°�+-- - EX FIRE HYDRANT NO. OATS I !! -�=X xOCt-- ,ems--XAMS 215---, �, j �., - - M6 FIRE H N r1 C+ � _ _ — -- — — • EX WATER METER `� • EX WATER VALVE GMPO L 7 �' `, '� 1� \ \ �'�.._.. EX. 11;...fiTPOLE� ��� • EX GATE VALVE F 1126 % l / - / � � F�f�F': arc'11'a)e f / ® EX TELEPHONE RISER Sts r .Jnr;,, EX CABLE RISER REM� EX UGH P EXISTING \ I I GON ` I \ I # e 181 Z6DC • EX TREES OL REMAIN too, / 1 T LAWW EX TREES TO DE REMOVED �1011, cl� EXISTING BUILDINGS TO BE REMOVED 18126M f \ TL4600 1 IISti I 12, P r F. CPS' VALID THROUGH 12-31-07 � ' I18126DC I f rI TLO700 / � I CORAL EXISTING FENCE TO BE _REMOVED - _--__ - -215---' „ I - - -- COMMONS .214 -213-- 2115.0 •213--- -- .. -- .--- — — .—........ ._._._.....-...- _..-...�__._ _-..."Sly--• '^':4.-'-• � _i-.•-•_•�:_ T ' Avlk 1 s180DC f l 181 Z6DC r I 18126DC I 1812ODC T1 AMM TL5100 TL5200 a _ . TLOM r i I I EXISTING CONDITIONS I TREE PROTECTION II � PLAN f I ' I IWJECT NO.: 326-029 TYPE: CONeTiRUCT10N DATE: -7- Le `O(0 SCALE 20 0 10 20 40 1 IN 20 FT F N:\proj\328-029\dwg\Clvll\Sheets\328-029-EXIST.dwy -SHEET:24x36 Jul 06, 2006- 1:19pm s1m yam., y , ween ..,.• , .x t t,' Nara .y ...... .. ..ryap .. ..,ti,,M.,.,.. - .•atrNfppaeAlq,.{q ••M;Ytiti. 'o-.Md:i+gl,'A t'.t�$ha1''�Sf1F99'� •' ?�4N!F' '"�1M'!b'f"�'��'�'�4►' °�'.�,''� i:as;nrw4','*�ti.`�''.''''.*."^'i+l . . ..1 .rt ',,{ ' .h.: - 1-,S}Y... ...r, 5. .•.A1]M'•J S/ .:. -.r^!' t���f � ... � a� 1^ ';,- .,.:r.AISF'��1: U '.-. -w:n..".y.l!'".^.YBCLYf.'.;. :.6i1.•'I.n1'?.d1i'ltt l•w:,RIMx:H.,,.. -.. ,k.Mh,.:�1 ,R,Wy.7.., yt .,,y. v ,/ t r I r l' r... r T 1 r...,t . :�� ,tl,r„ 1 T-T1111j]111111[1r111IJ1IIIll l-1,r1-I ��1�Tr�l�1iTl�I(11rI�l1�I "'�• i I .� r� 98 1 aYLLL��u� , • x , I l I � IIl ;�� �►; t I ' �F1101111 Confli 11111 Ill Ill I I Ill 11111 r v,"' .v.,p.ta►.N+wMM.NIIIn•a•a....lws..._ ..P-,e/l067C' ,. yr !` _ _ _ - +ue- . - - • i.yaa.s ^Q _ .,.s.r t•.rm._ . «.ants ..; .z aerM,+.T_. .. ... . ,...._.. ..+ra._. a r.ecze J' - . ,x,enxr'7•►F•t,l►+meq-'7,.;r.v..'71''e. 7•+z' w.e..www' •+rr..+,wK........•'gr+Vr'.►.rr: Yr+ res....•wr•'KraC.v..s.e1. +.+y.t •wsYwrr+...wn- isL^s,c...:...v.•Yla".n.n."Jev•-v-v,.,: ., .w.:t1tM.-"�I.r•�.�.. ^•tYV����•rl1 +P.+M,.:.rwyll to,waOrr.-v..w+��,�..vu.e,+.ra.:Win•+-uarrn..s,vw�-,1h ..C's.ltb.-.-.u.r.T:.:..,.^...aA-..A '.•• •- •"Rn.'v...aK.:u3w•..-.i1' trt+-.irwi+Maw..lan,...•r..rr•ss.r•d.9!r:4l:R'111'_.. " N:,.dyyjy:,„ .•q• • y;�, -'• .... •.. u / ' I I x .k _ _—.-- -- -- -- — -- -- LEGEND -- -- PROPOSED RIGHT—OF—WAY COMMUNITY 1;1"onho, oo .-- -- ----- --- ---------- -- --- - - -- --- - -- -- — -- --- -- - - ---- - --- -- --- -- - - - - - - -- - - - -- - - - -- - - -- - - - - - - - - -- - -• - - - - - - - - - - - - - - - EXISTING RIGHT—OF—WAY DEVELOPMENT 1 0 a I p h i 1 2 3 4 5 6 TYP. 7 TYP. 9+� _ PROPOSED CURB AND GUTTER 8+00 - 7 7+00 ;r T- ;h �- "�" i ''�''""'�'""°" I•fi PROPOSED CENTERLINE TYP. 6+00 ,•', - -- --. 4. y )a `'; .., 1 j'^�. a, �. I� `.,;. t-- '� : },.,.F._ , j• l;' � •.i. :,, y�q•t+ ,t., s' , J 'j ly. (Y'' '.4 s .i t 5+00 - ,,:• ,, ,. N C NTERLINE W � Suits 230 — { � ,t ��' . t ':w. . • "=�.- ► •.; .1 ,M �� f 1 EXI5Tl G E a00 S Oak.I"'_"'"—. i •r o:a• t•C� .i 1 + y., �,.• t+'#•. v-l. ,y .-r k ;• ''�1�,'.t $. ;.. r y , t� i •1 s 1 1 '"FIA t a77 11 i ..l •VM• _ r I 1.. {. f f ,• y I lY >.,• �A IC TIL PURL J 1 ; PROPOSED POP �.. _ R 722 _. Porl't 3 t I 1« �•r t A i +4E < 1 i'• s: 1 ` M. •t 9 v EASEMENT C r F � t 't _ yy :T t' 2' a •� 7 V 1 { .w ti • 2 2- 13 . St>3••45 -800© 503-�IS 11 ► l PROPOSED BUILDING SETBACK © �--AC RAMP - -gall www.al hacommuni com PROPOSED PROPERTY LINE P 1Y - • o ° t ° •°' rte.'_ • • — � . — — — — —' — - - - - EXISTING PROPERTY LINE '• • — a ---J— i " UIIDING ADDRESS SIGN. EX. LOCATION •• 1 Str;�l�' . •• ' \ -- PROPOSED BOUNDARY UNE a' :}:,i _'�• •• '' - AND_SIGN_TO BE UNDER SEP. PERMIT _-- -- r - --_•__-- _-- =-- ------ = ---- -- Ex LIGMTt=CJI..F. - - - PGF' #C'•112ti EXISTING BOUNDARY LINE REV181ON8 _ ,.� 5803 riI._.�. -,- -' - ` - •. . I - PROPOSED HANDICAP RAMP N0. DATE L • 4 •• • "' PROPOSED A.C. PAVING I 1812ODC t • I T(�,��Q PROPOSED SIDEWALK PROPOSED SIDEWALK BY • ,•• r - ,, OTHERS COVERED •:i COVERED ` COVERED r ,'.' COVERED . GARAGES ' �' . GARAGES GARAGES i ° GARAGES I EXISTING SIDEWALK • N. 1. , 'I • �'• •' • Q I 2 8 STREET NOTES: 1sT . . . . ■ I O1 CURB PER STD. DTL. X126. I r' ' S' WIDE VEGETATED PLANTER . .. • I O STRIP. 8.0 , Fill G 5' WIDE STD DTL. NC#12RETE SIDEWALK PER. i ' TI ITY EASEMENT. INd O 8 WIDE PUBLIC UTILITY o " I — — — — —" — O 12- BUILDING SETBACK. � ■ • . IF p GON a� I 0 20' WIDE 6" THICK STANDARD , 6 DRIVEWAY PER SM. DTL. #142. 12•. S•�P 181 26D I ; , TM67� i 0 SIGHT VISION TRIANGLE. VALID THROUGH 12-31-07 I I � I � STAMPED 6' CONCRETE WALK WAY 11 O9 4' CONCRETE WALK I � CONCRETE DRIVE TO BE a ( 10 CONSTRUCTED TO STD. DRIVEWAY I � 'STORM _. - - - -- -- - -- -_-- - - - �— J i r----PROTEC710N5TORM � -- -_. - -. - - - -- .- 1 SMIER—r— - - - -__ __ •_ __ - - __ _... - - - -- ---- SECTION PER OETIAL � 142 r CORAL i~——' ESMT , - 11 ROCK RETAINING WALE IMF wXnr - AM S 89 32 OO WW 2a8.4S - --_ Q NO PARKING SIGN FOR FIRE T ACCESS COMMONS T Q I - - -• CONTRACTOR TO MATCH EXISTING 18126DC I 15.0' 1 I PRIVATE � •� 1 I 1s1ZEDC I 181Z6DC SIDEWALK TL�4 : STORM T app Tul oo TL�Z� a 1 SEWER 1 I ESMT I NOTE: LANDSCAPING PLAN TO BE UNGER 1 1 I I I SEPARATE PERMIT. SITE PLAN R/W C/L 30.0' — 18•Q' W T MATCH 1. • w ALT CONCREI EXE ISTING }1.5' NOTE: EXISTING PAVEMENT EDGE w » . . e w 1-112 TYPE C ON 2.'-1/2 TYPE Q SAWCUT LINE 1 5.0' MINIMUM INSIDE EXISTING 15 30 BASE ROCK LAN r 5 EXISTING EDGE OF 3"- (J14"-0) LEVELING COURSE STRIP 12.0' PAVEMENT • • �. ' ;°'' 12" (1 1/2"'-0) AGGREGATE BASE MAX. 3 w •f•. •�•• .�.. , •r •, ; 95X OF MODIFIED PROCTOR ASTM D1557 1[2.0 2.5� ?, COMPACTED SUBGRADE SOILS \ APPROVED NATIVE OR 9511 OF SIDEWALK STANDARD PROCTOR 8W CORAL AVENUE SW CORAL. "ENUE A.C. PAVEMENT SECTION HALF STREET WIDENS FROM APPROX. 10.2'-13.3' TO 23.0' 15' ROW DEDICATION REQUIRED PROJECT NO.. 3ZA4� NOT TO SCALE .. NOT •i O SCALE TYPE: COMETRI�CTION DATE: � _( n 0(o SCALE 5 of 20 0 10 20 40 1 IN - 20 FT N:\prof\328-029\dwp\Clvll\Sheets\328-029-SITE.dwg-SHEET:24x36 Jul 06, 2006- 1:21 pm sms a. y ' � . , .: .. . _, • ... _ _ .. .. • t 1 T 1 .. _T T1T 11I -ij T1 1T t 11'11 I-11 711 I I l 11 l T-(1 1) -111 111. 11 T11 T� 11 T -1 f T TP 11 T ( I i I T r , ) ) l i 1 1 11 '1 1 l l� 2 r • • .— .. ,. ...--... «..y.,,,...ra,,,«,.s wo-a:.•_.:: —sa•.,,••r•-.• •.r•.e- ... ,. ..•:a ne�r+wuna••re.w- ,_:..rnrnw+c..T.,:.+,:�'x,•+wraw• f1.M.rr,.w•J.a..a.r.::..¢..+sxrlr.,-MleilYWww.. ' r 1 - ,.ems•.«.. ,......v.fM+w+,..w..•n«.,.•-K.,r•+ee...r -.v.nwrwkw.3' .,nr.-•+xrr..cr..s•.+rer..w.--e.r-.•... , ,wr+.,..T_C.:,:.9C„+a. -•- -- G.nnR.r.-•.r+ar... .- ,w:t'.,.wr.. ,ra,mw.w._ •,•wra ,• rn .n-w4er•sr.,•n•►^w.en w,a1•.+.►.•::nu..M�e111cu.. r.rww,wwur.eK,.. .avMan.,:-r. '...rA.u^'sMa►.w4LP.AL!•""'..,.;:'Y✓,eGrrr..7wlN'YCit O..:Aot.«+.r..•.:•r•::.•w....w.,•Nw.,r•:erret"M.M^ I.tl1 __ _ .. - -., . ,Y;Y LEGEND EX 1-FT CONTOUR - -215---• - EX 5-FT CONTOUR 214 FG 1-F1' CONTOUR ----215-'-- FG 5-FT CONTOUR COMMUNITY SEDIMENT FENCE DEVELOPMENT i 0 BIOBAG BARRIER GRAVEL CONSTRUCTION ENTRANCE EX TREES TO REMAIN 9600 SW Oak, Suite 230 Portland, OR 97223 PROPOSED FLOW ARROWS V] 5W 452-M IM 503.452-8W --- SS -- PROPOSED SANITARY SE www.alptiacommunity.com _ -xSS-- EX SANITARY SEWER - - - - - - - -- - - - - - - - -- - - w --- PROPOSED WATER LINE - - - -- - - - - - - f- S- -" S --=_- .r . r ___ - << ___ ____ _ xw EX WATER LINE _ SD PROPOSED STORM LINE RMsioNs - - _ - - - - -- - - - - -- --- - -- - - - - --� - - - _ - -� _ _ - -- - - - - -- - av - -��� - - - --' - - - - - _ _ - - _ - - - - - - _- - -_ _ _ - ---.� - - - - - _ xS0 EX STORM LINE NO. 01A1'S Di�CRIPTIOM - - 1 XGXC-�-- XG I �--xsa_ ---__xSo--- xso so_ PROPOSED FENCE w 1ph r \/ it 2r 8+0&' 9+00 ._.-._..___..xsJ•'T" 7+ .•Y.ti',' •"Y.t`';rf' rf 1 r I rY� ..r,•,._i'1 i,�. 1 , 911 0it T- r w r .,r.. ,. -Y � •I `, n,f. N '1."r. �. 'S' .t'...nor( a tt r_ P*- ':4f,t•i}r•l 7.. 5+00 J r1 r: � 1y.,'rl, A!. •+` .J. ,A '' 3-t..7.+ t Ni _ �i) iii •4 Y � .! .; - r h r' ,i 1 ,f I fi • i 4 f N "s, yh '11'` (o t� .! `r .�, 7�. BJP.'.'} j ��j,•�:.. •V S '� y � ti` ,,yaa �, d� �'. y r,. •'[ 1 .r.' '1 '.t 1 r .4� f7! 1. ;lE, 37.! �l N r 1 .• ,rr • r �' l ,s., r r! '.q �, .':, `�' . 7'_'§i � P^ �v. '.d:!• � .I. '3.Y: '•f Thr 1' •{.� y uI ._..-..___.x � x ' x ,� �:.,. .. i. -} (. \ ,� A. � � y ,�. ;j`31 l.'�'•' `I.,�"i.' n�'.. ..�. � V i.� i:. ��:j' • ��^�.. -!F r..j1' ' - w x•I -Age 1 ---421 .. lu MIA- (.1.453 GRAVEL ' �na.ow L 1 ------------- -- 1 - --'- - - - C ONLS �rCT��N I H �.rt.t oowTRvcT Iwu r�R il :�, , • • - - ----- 2�----- - ----�---�---- --- r - - -�-- - -- - ENTRA�'f'tSf ,!t(. . I:..., �� wwsACMEM / `- � T• ` r- •i - ",- CONSTRUCTION �rsTae VEHICLE ,,.COP uur PARKING mff cm 11" 1 S120DC AI"Q�MIID `C. / ' •; . • +.. FF: 221.00 TL4000 �«ae ,-� I• • 4 r. FF: 222.00 • • / �TAIOMC WR - ., / I � / :'N .• :i • . '•• ./� i \ ti• . a .; a � / a.�+eo�TQi �I 1� , . . .. I I aRAO! i•r dl ?20 1. -' • a ---s- -- o r'� s cn \ I SEDIMENT • 12. ..r- • g CONTROL i, rl 1 ,r�+..i RT r. C�,S 181 MDC I FENCE (IYP.) � '. ' ''.f:l' , .. ;,!, � , VALID THROUGH 12-31-07 FF: 221.75 OD ti FF: 218.25 / TYP. GRAVITY WALL SECTION TL4400 � I 1 FF: 220.75 6p0 160° _ m / 4D ' • 16 '� OD G F . 218.00 / r i _ CORAL f I alb a 1b • 4 1 B W: 21 .00 / I < • . COMMONS FF- 218.5 , I I 1 1 , s FF: 218.25 • 1 S126DC FF: 219.75 /FF: 218.25 - FF: 218.00 T 0 I TW-216.00 1 FF: 220.00 ,_ •--21 TL6 0 ��I / v i --- MP OF ' ----- --- - -" - - --2�`>----' - _ �.._ _�_ _ ._ SLOPE PA* -214- -- __- - _ -- - / --+-21 - ' __ _ ___ ____ _ _- r 216 _ _ ( H/5 BUT 2' MIN. r----PROTECTI J i -- - I AND 10' MAX. i---- - 3 S SD GRADING J f _. CUT OR nU NA RNAL OR - - - - S' '00" W 28,F.45' SLOPE FMMSH GRADE 1 1 T TW: Tw, 215.80 AW: 211.60 AND Tw 6. 1 ' : 212.00 Bw: 211.80 I BW: 211.60 BW: 211.80 - _ - - - - PA* TOE OAF EROSION ' SLOiPE 181 Z6DC I I 18126DC I 1 S126DC H/2 BUT 2' MIN. H TL4000 18120DC TL5200 TUM TL5100 I AND 20' MAX. CONTROL PLAN NA(URAL OVP � PEF+,'MIT AREA BOUNDARY � FINIS 4 GRADE LZrIY�" A[M mm NOT TO SCALE i PROJECT NO.: 328.029 TYPE: CONSTRUCTION DATE: 7 49.-O(0 SCALE o 20 0 10 20 40 I 1 IN - 20 FT N:\prof\328-029\dwg\Clvll\Sheets\328-029-GRAD.dwg-SHEET:24x36 JU106,2006- 1:19pm M i . .. _. ,..; ,.,. .;u. -•K,•w.,•ftk>w< rArr,+ 71r�"lhPr�►a '�n°i+ ""`"'�f, � �'�.x+�,:�+'"yp�t�^�+A�"Ati! ►M"t+6 ���' ., , ;• h !+.,:.r.,. ,:., ., ,. :. . ,• ;'�..,: w .,.::,' ,:.15. •1Nr,'up.a+s°rA'Y@7R'+�'Pr.,r.... • - � !l ,nr'! � 'Ak•„�'1s,.,, .. saqm' xn •..a .�.«;..v,y�' .. - ._ - .._ _ _ .-r - �"ir_ 7_ W �• � _ -_ 1r r ITr1I TT1TTr 1" rlrlirrl1111IrlIrrll -t111fI1111r 1f 11111( ' • � � �P I rr �1 1"'` 1 1 f 1 P 1 ljl 1j1 1jl ' I � 1 I , f 1jl 111 111 l � � � �• •, 4 l l 1 I ' 1 I G I 9 10 11 1? 1( No. 36 e L 1 s '1ii� W�I lllllllll , IE lllu�i� r r: j t ,.;( .-. _ _.. - - ' .. _ _ ... - .-... __ .. .-. -� .-- ,. .- ... ... .. _ .. wr du ...-.u.•'.«+.z.✓.., ...;:.c.- :_•c .. a.b._._.... ..--. .....-. _ .f!br.u4•.^.•'4..ee•'wr.rh.z'+.•ez-nr .-_-.. ......,•,r :._-•+i'o. .. - -- - .. t _ .._ _ ,. ....i.... ._.... ..... ...s+w.a:o. r•.r6xaula+f+MllSf .!rv.+w,a _.r.n a r s4Mn.....,.rw•xr+.,. .. _. .s..-w _....:. •... ..... ... ..,. .„ .. •.. •,.. . _•w•r... .. _. _.. ,. .-... ... .. .. 1P .. .. ... .,. • .r ..r" - '-L.r3rttRs"Wflf .ar: ....� b. . 1 i i I Y . f. t' :+ n, r; I I I LEGEND -- '--- PROPOSED RIGHT-OF-WAY - - - - - EXISTING RIGHT-OF-WAY i PROPOSED CURB AND GUTTER — — — PROPOSED CENTERLINE EXISTING CENTERLINE SW CORAL STREET . , •� .. .7+00 &too11+0 , _20100 �� w,. •.. —:'�i,4: '••' PROPOSED HANDICAP R AMP COMMUNITY 6+00 SEE RETAIL _ l—_ DEVELOPMENT THIS AUL PROPOSED A.C. PAVING I PROPOSED SIDEWALK Art As Z6,11_ -' N ♦- - PROPOSED FENCE 9600 SW Oak, Suite 230 OLrc+t2e :X. "c"'POLE POE �c+mxe Portland, OR 97223 0 CluS�tif� , 1 t -�,r,�.,�:• -- .-_ _ -" + •_ t I I 3x03 I ( -r.J• :. , m . ^4.S 2-SOM 19 503-452-8W I :• I I www.al hacommuni om j: A �c • ' STREET NOTES: ! : •• ' ' I TAPER LENGTH 110' FROM STA 8+40.27 TO STA 9+50.25 REVISIONS .r-. . .. ' . • ; . ,, , ._ . I h I I I rn I NO. DATE DESCRIPTION x r I Z �a,ts�oc n I { I STREET LIGHTING LEGEND06 + • ' '• I I ( I EX. PGE WOOD POLE WITH PROPOSED 200-WATT HPS i ; , '... ., :.. . :, . . . •• *.. . I *_0 FLAT LENS COBRA ON 6' MAST ARM. *STREET LIGHTING, DESIGN PER o.G.E SCHEDULE 91, - I OPTION 'A' do CITY OF TIGARD SPECIFICATIONS. '•• .1.;. Ip 91 pawl • 7f728= TLsm I I I I222.29 TQ , I ( I I 5+55.84 16. R I 5+59.5, 18 RT i f I I I I EX. 5' SIDEWALK o 0 I I 4 No PROP.' 5' bD SCALE ' 19.3x' . SIDEWALK 30 0 15 30 60 _ _ — — -- — EX. R.O.W. PROP. R.O.W. \ �G I NEF` 1 IN - 30 FT 24WE+ SIDEWALK CONNECTION DETAIL SCALE: 1"-10' 12. O �'QT F CPS•�P VALID THROUGH 12-31-07 \ �n PVI LEV 217.08 �n .D. = 3.211 �z 91.40 230 0 5 CORAL 0 COMMONS 225 , EXISTIN GROUND INE AT CENTER OF CORAL DRIVE o, ao � N 0 to + v- 2= N 220 an 1_ PROPOSED GROI IND LINE AT FLOW LI E N W — SW CORAL _ — — _ STREET _ •- - o.54x IMPROVEMENTS 215 - - _ - PLAN 210 205 -- PROJECT NO.: 3Zd4 7WE: CON8;TRUCTION S CORAL ST EET IMPROVEMENTS DATE: -7"-C.Q"O(D ORIZONTAL SCALE: 1" 30' VE TICAL SCA E: 1" 3' � 0 ,co-------- 3+0 o3+0 3+50 4+00 4+80 5+00 5+50 8+00 8+50 7+00 7+50 8+00 8+50 0+00 9+50 10+00 10+50 11+00 N:\prof\328-029\dwq\Clvll\Shoots\328-028-CORAL RD.dwp-SHEET:24x36 Jul O6, 2006- 1:19pm sms pop r r.ro:+i$!+!? r,.:..;, �+r�, �w u",t�,''p,� p, ,�, ,;:, ., ;w A1N3�f' f��f'�d'�P�'�,.•xq a+�tpk'r� ,. In?^t',!`{!' xfri ^i;,.. • •""VIS �� Y _ _ .. ,-.. :.:• .. .. .... ,, :iii.' _. .._.- M.:'. •. .- . "+M.w1..,iJ.� ax..'R.O'T. : ., ., r Yr4,Y.'dtl.'14'•W u.n.:•.M -z ... c. .cR �•,.+tsr+rx.wwe ., r-e*r4snrshetx.,,,, :.q, i31. ,�.....—_^.:,. •:;� ...-.,...... �cq�yp.•.a;.�:rw� yea�.Yarne..+ .•«. a.:,. ,$...�i:- �.► ..: 'i�"' ,•, ,�T TP rjf t �l 11 11-1 ill I-p qI T�1 1�i 1~r qT jT Yrl T. rjr1Tr qI i1I + • 1 1 { r � I 1 1 � T 1 � I • ! r. I I 9 11 - 11 ► 2 t M . , ! +.1n - +il .w+r..a,asr•rr•.r..ar,+ rwv ...s u• .toy ..Nw, Mrilllfrrw•..hm,.a,..ec : r,>rm:! 3+'es t{ -..<...rs..:..u.... ,.w,.... ...., n-.,.u..+o+o,w•.rm• .rru.••+,. rw.....,.i..urr...su..Wn.,.r.c.rruae. ,urlr.c.Ww. nwnr,....., .. .,Sn rs.,.s.,..a...u.rYrler..b:A.l6rrn.:,w.:.+w ..r,lQ,r•.c,.+tiwc.e•+.w.:_.--.w.,. wM<1+.ewe►trr..e.uan,.91re+..nsw.,.r.»-...:.. wi. ren.......«.rn..,.,..+w.wl..a.-.msw.,e :•M...,e►.nr„wtrr•: nt.erb+w.w ..wdY+ltl.r eiM/rYasurnR:..•..w++,r+. a%+a-•:Ier'r. .rs+aa+cw ,••.'7Yll. } M .f 'q'.. .w,r�1..,Mi►.- _ ,. . •H..J.R...s a ....._-+:.fir L. .. _.. _J,z. ,••• .... -._ ..r. _ �'. L,�• 6 '.'Sia.-.. .«-:_ -R i .-...M.• Y. .IY,Ifi' F a 1 L "�Ir 1 }.T ,fir•wr,• 0 •�j i; r' ' EXIST. soMH EXIST. SDMH GRATE=217.71 Y; GRATE-220.58 IE 10" IN N=21411 IE 15" IN NW-216.06 IE 15" IN W-214.31 IE 15" OUT E=215.93 IE 15" OUT E=213.91 _ LEGEND - --- - - - - - - - - - - - ZSS -- PROPOSED SANITARY SEWER j. 11,ORAL STREET xSS EX SANITARY SEWER w -- PROPOSED WATER LINE � COMMUNITY --- --- - -- -- ---- -- - - -- - -- - xc - - - - - - -- - - -xc - °� -• - -x`c - - - - --- -- - -ovv - - - -_ - - - •- - - - - - - - - - -- - - - - - - - - - -- -- -- - - xw --- EX WATER LINE -- `� -'-' xSD- xSD -xSD- 6 -- PROPOSED STORM LINE DEVELOPMENT - SO ss- _7+ _ " 8+00 9+00 xSo EX STORM LINE n �. ,. '� t; : ( �' af f PROPOSED SANITARY MANHOLE l LX "t .�?' ;p''#` r`,`y.9, r'•:.,it r '► t� u f , 7:: -+r' .v } .� � •. w.�. t A r iib � ,� {, r. `q. '•i f, � •,.. K �:�, � §..ate t r' . r r 1 •s• is . M f1� 1! I n- y`• i g � '1 r 4d' I 7 " �� '. ,� ,. SANITARY MANN k: .:; a ',• � E OLE � f r r• moi+ r� 4•' 1 •r' r .l' t Vii•' ,'- , , '.P •,w. .�. E- . 1 f. •A Q I" 'y 'r^� L f A .„ .,• �- l 9 W ,. k 600 S Oa Suit r a •r ''� .7V " x H Y'r , ,; s . • PROPOSED SANITARY CLEANOUT -xw _ .'r. !. i' " N _u ..w' • , , � 1 t ,. y. W ----xw- xW c ?i• :,s S! 'v f , F t.: t r r i . dA r' ` ti,• , .. Portland, OR 97223 �. Y a :r.d �:a t•.'. EX SANITARY CLEANOUT A. x _x x xow_ xp�._."_ x t„ x x �'-"--�?'--xc t---------------xoH- xoF+----- --------xc,�---- ----xor+-- • PROPOSED STORM MANHOLE Iq 503-'452-8003 [9 50.3-452-8M { " - - - - - - EX STORM MANHOLE www.alphocommunity.c�om N 89*33 0_8_E_ _ 2L&45 _, � �,�' ._ - - , �---- - - ■ PROPOSED CATCH BASIN � \ -' r �- " ULOS't R ' fd" L� ri�^�� i ; rt+1;�i�Ei1 ---------------------------------------------------------�- --� ------ ��' ---------- 4-a --------- ,`�... EX. LiGN'CN';JLf. EX CATCH BASIN , ------Nrr;-- --- -a- >;_+d5i�-F------- ._ '---- PCE #C;11'26 PROPOSED FIRE HYDRANT + EX FIRE HYDRANT REVISIONS i I ■ PROPOSED WATER METER NO. DATE DESCRIPTION ! I ■ EX WATER METER 1812ODC ' • PROPOSED WATER VALVE ' 15'0' I + EX WATER VALVE 4 PROPOSED THRUST BLOCK 2+21 I EX THRUST BLOCK 1+78 1+98 L-37.5' z ; ' L=34.6' L-28.7 IE=213.2 IE-211.8 _._. ' E=211.8 IE=212.7 IE=212.9 L=13.2 IE-214.0 i IE=214.0 SDCB #01 ' 2 7 1 ( SDMH #04 ; f SDCB X104 in I ! 12 7 i ' I STORM NOTES: = , 1+58 i , L= ' t';I INSTALL SHALLOW FLAT TOP N ' �t �"� LJ L=5.3' I 1-6.1 , p MANHOLE PER CWS STD. DWG. • IE-212.0 IE-212.7 2.7 1 lL v #040. I 3+08 m I ,, INSTALL LYNCH TYPE AREA DRAIN PER DETAIL ON PAGE 12. ' '• } SDMH �p3 , i CCN 2 t IES 213.1 2 2+47 !, L r,-} INSTALL FLOW CONTROL MANHOLE 1+49 SDCB #02 L=7.2' ` u PER DETAIL, SHEET 14. _*%j'�F L-5.0' IE-212.7 8 2 SDCB NE f`�0 1+74 _ IE 211.9 II a • INSTALL ;MANHOLE PER CWS STD. L-8.0 , , • 1+31 ' 3+00 "-- 3+14.73 f 4 #010. IE-208.4 I ' L=5.0' _ _ IE-211.9 ' E 223.0 � E 2 3.3 1 INSTALL 48" STORMFILTER VAULT I 1 S1 t6DC+ � PER DETAIL, SHEET 14. � 12. 1+76 ; li TL6700 T F. CPS i L=44.6' ! © INSTALL SDCB PER CWS STD. DWG. IE-212.9 �; #22g, VALID THROUGH 12-31-07 PRIVATE STREET STA: 8+39.10 O 18.00' RT +I ' _ 15.1)' SEWER TO VERIFY N FIELD CONTRACTOR STORM v ESMT IE = 213.70 OUT (12" SE) r______ 15.38 LF 12" PVC S=0.0050 7 RIM = 216.53 SDMH #01 S /� IE - 213.53 OUT (12" SE) CORAL � ,_._fie•---_.._____._,t• ....._....__--YE-•--•--•iE-•- - •4-• --y(-'- •-f(- _. ;h. _ ._....�,. _ _..�._.. _ -_.... - ._,.: ter-. ... ��-yl�-iii-.�� �� • w. .. . . . �... . . . .... 1 _ S 09'32'00" W 285.45' 51.26 LF 8" PVC S=0.0161 ' � Q INSTALL CLEANOUT PER CWS STD. COMMONS �t0 DWGS• 150 do 160 ,�. 3 SDMH 2 SEE PROFILE FOR INFORMATION SEE SHEET 9 SCALE FOR OFFSITE 20 STA: 2+28.16, 7.03' LT. STORM SEKR 0 10 a RIM=220.57 IE = 217.57 OUT (6" E) 7.03' LF 6" PVC S=0.8843 1 IN= 20 FT r PROP GROUND STA: 1+93.83, 3.0' RT. ABOVE M LINE 10 RIM=215.80 EXISTING GR ND IE = 212.80 OUT (6" N) 220 ABOVE STORM UNE - 3.0 LF 6" PVC S-0.2600 11.7 LF SDOO 1 R 3034 EXISTING OUND RIM _ s.o PRIVATE STORM - - - - - - - S=0.0050 ABOVE ST M UNE IE = 21 .59 220 ABOVE S RM LINE D RAI N i 1 LF 48" ASD ALUMINUM STEEL PLANS - - - - - -- -- - - - - - -- - - - - - - - - - - - - - -- - -� - -- - - - - - _ _ _ - - 25.17 LF AND 21 S Y � . ,r j 4•r }�' r4 rdr ` ,: 14 _ S•0.0050 r r� I#. .ti ^ rr� '`�.ft iA i1tl 1 �� 7Y �.^14rr iso N :x-rrs „ v, •* �. .�,r r 1# ;p• ..i.j �y� " '� •L` ���j.. w r� L •r. A 1''' t1.�r r •�i+!n, . '; PROFILES i;r't ' y 1`i ^" ' /' ,y• `', i St >r 1 1 l;iY: r �'•' r�.N�. " N "' w til 5 LF 36 CORRUGATED ALUMINIZED S .. •, S=0.00 210 ''° STA: 3+14.73 MMIJ RIM •= 216.0 RIM = 216.0 STA: 1+ . 7 STA: 1 11.67 IE = 212.16 N (12" SE) IE • 212.94 I (4" SE RIM 18.67 " 1E = 211.96 UT (12 SIN) IE = 212.74 OUT (12" NW) RIM = 217. � IE _ ? 1.53 IN (12 N IE = 207" IN (36 N) SDMH in - !E - 207. ' OUT (12' YID IE w 2' 1.20 OUT 12" 200 RIM - 217.0' IE - 207.73" I (12' E) IE = 205.43' T (12" S) 1+00 1+50 2+00 1+00 1+50 2+00 2+50 3+00 PROJECT NO.: 528-0� TYPE: CONSTRUCTION SDLN 1 - PROFILE SDLN 2 - PROFILE DATE: -aa-{�(o 9 /(o HORIZONTAL SCALE: 1" - 20' VERTICAL SCALE: 1" 5' HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' ,_. N:\prol\328-029\dwg\Civil\Sheets\328-029-STORM.dwg-SHEET:24x36 Jul 20,2006- 10:37am sms ..r . . "' .. .. . ... p•r.}',�.. y.�,, y: ,M,1 ^c4.r, }. ', • ,, `'f!'"•r?S.* 'yl"? -."tgeM c 7 e r 9yrW.dl•.p,Y<MMr, 1 I:^!li.'{gM feb • r. ,.,.,:, +L , _ , . q arBYW,aafhAgTsY L... 'H er: 4. ... .. i ... •- ... ,. .. .: - _ i I� t. a il .; ,-..,. _... ,:,: ,. .... ��� •r - r •, _ � r.�nc ,.r:;-r<h,w,•,e,•it':^et' c.rra,�•.t; f,dR�Y�Ya �a�i91g1� ♦ „�' ' T1 r TT 11 rl i T l� rTr 7th T rl 1 r� 11 r IPTIF 1T' 11 1�lqijl i J,' ,•'; YIO yr,•r , 711111111111'Il III, Iffil III � � � r • • '.1... _ •••rn"r•,•.re_..•T.ra .iri►..... ,. .--d+++tC. '+i6.al. :edMi .tl.r-Arc ui►lcL.ifa..;. r.. . .Mv..tear•-aa . ... - .. _ - -. 1► •,+':-.!. • -.. .. - •uW..+rre•.,t ,. .. ;;o..-r.•rt v . -' ',r�rf+RrA,,.:w...r•.d=u .,en..<•a.mrn.-. :vr.MP..;rb.aEa+awe r..:^n•...k.,w...rr.iAr►. ! .. .ISM:^.,,.++c t N +aIle.,, -' _ .. .Y_ .._... _ .. ..... .r cw v' _a/ri f - ......_ - -t,.s4 &ar _ T9+r .•';r,..,.rR* ._ ..•••....e+'.. _.. - .7 et+•r•1 "�„yr.:'?!ia•++ e•. ...':.,-:<t•....:n,.,r:.r..,m. ..,,L+.r.e+,. ...:.+.nflr,:;,mr ly i' t! v I w P.. 1 i ! I J.: m i% m C)k INSTALL INLET y PROTECTION PER STORM NOTES: DETAIL DWG. 4-24 I C 2 Z 61 I a INSTALL INLET CATCH BASIN op �O I p h (CG-48) PER CWS STD. DWG. X240. C O m M U N I TY o cD I C ` 2 REPAIR 6" CURB PER CITY OF DEVELOPMENT TIGARD STD. DWG. #125. �. co 1812ODC 18126DC I t TL~ ( TL.4400 0 REPAIR 5'TIGARD 5TD IDDM LK1 BOER CITY OF I 9600 SIN Oak, Suite 230 2 i ASPHALT PATCH PER CITY OF I TIGARD STD. DWG. 0182• Portland, OR 97223 a INSTALL MANHOLE PER CWS STD. m 503452-8003 [F] 503-432-W43 INSTALL INLET DWG. 0010. I PROTECTION PER I www.alphacnmmunity.cam DETAIL DWG. 4-24 `r REVISI�13NS I S DIMEN ENCE PER LEGEND " I ' TAIL 4-16 y NO. DAT! DEM41 PT10N \ _ 213 EX 1-FOOT CONTOUR SAWCUT AND TAT CC�H 1's - 215 EX 5-FOOT CONTOUR AC PAVEMENT PEI \\\ #06 5 _—xss---- EX SANITARY SEWER J STD- DWG. 182 (6- WIDTH) -- ---- } - -------------- _ - - - xwEX WATER LINE 1 , : •, r-'ttw.,. }., ,innI:l,r• 93 7, ---XSD EX STORM LINE EX SANITARY MANHOLE ---- -- ' ' 7 I 0 EX SANITARY CLEANOUT 4 —fir , — —— —__— —�——— ——— —— ——— EX FIRE HYDRANT 1 4 15' PRIVATES S;;�a --r n� EX WATER VALVE RETAIN AND PRO CT DRAIN EASEMENT -I -1 �t EX WATER METER 3 2 EXISTING TELEPH E ti a �` - - -•--------- 1 RISER / [ �;_. - _ _ cv •. •-,� m EX GAS VALVE / CJ Is EX TELEPHONE RISER EX LIGHT POLE EX STORM MANHOLE I ■ 13 EX CATCH BASIN ------•------ STORM DRAIN EASEMENT 1 \ I ---- SD PROPOSED STORM UNE t I • PROPOSED STORM MANHOLE ■ PROPOSED CATCH BASIN I SEDIMENT FENCE ' N 1� � -- - - -- - 1 BIOBAG BARRIER � �� � A.C. PAVING GON — ��� 12, . vo T F. CAS�P OFFSITE STORM DRAIN - PLAN VAUD THROUGH 12-31-07 SCALE: 1" 20' i i PL 225 22.5 CORAL 0 11 [ COMM-n- NS 1= 220 _ _ 220 2 Wo N N RETAINING WALL [ Z co } ; 215Oda 215 N • -' NNN N N UwPRIVATE EXISTING GR ND- Z10 OFFSITE �. 210 - - - STORM DRAIN 143.28 L!: N 2" C900 PLAN & PROFILE 00.0000 . 205 . ' r r,l." � rlaM. :V•rv�i� '�'S' ,d {ji y l J`. ��1 uf`A1� 'i Uy�i •',i°u" ,'•4:,'� I ,r' y.�p,�1.1�;1,s fn Dl sl �( n t.dr 1 i l 205 STA: 11+93.2 RI W - 217.0 IE 207.73 IN 12" E IE = 205.43 T �12" S3 Zoo 200 PROJECT NO.: 328-029 10+00 10+50 11+00 11+50 TYPE: CON8TRUCTION DATE: T aQ -O�0 SCALE 9 of 1(v OFFSITE STORM DRAIN - PROFILE 20 0 10 20 40 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4' 1 IN w 20 FT N:\prof\328-029\dwg\Civil\Sheets\328•'(129-STRM-OFFSRE.dwp-SHEET:2036 Jul 20, 2006-9:44am sms .>v •� A ± "�`'tort}!14!" f�N"!r.StG�•w•r'�a',tsalnv�!Ifl•,t+n�ay. ,•, « ..'''� v� r,+,'.;�.'' �r y�gym. .. Ilk,.'.... x .. - :•a., +ra,,•,,:,q«t.,gpT.;M�s�!P.A��M�'!le , ;T M :.. -„,,fir •� .. .. .i. •,. I • ..: -xs.saia.:.:.... .., ..�.•...ywprr.+r:,.�.....•.nww.T.::.mc7+.�.�..vw.ar•r+.».,...... -.,s_.—..-_4„w.:•+s•W.i�l,•,b.Y+�r•r+uw^.,i. •'^ifGa 4.i@'..nMrL�'...Mb..."�11"C '�1 T�J"11u_.►a2.'M.YW+.r..'w•+,:alp+.r.rr+-•,,. »..+s..+r^••rr.•... .rw•.,..1er!MtnA a !• - .sk.a I I ;: - +1f! Klf,- .:..:-+ A'l...t'..ln.••r'I.SX2.!"..•... .iWY+.w.av,.W. •t,.,MMy{,frtlrAliyi.'R:.. t^y. tiiu",7v"-' - _.. _ _ - .-. Z''y*"'..f'S" 'r"'�.-.+A-w:*•-.+ti .+5:.-:sS"•rrty.:+w.---r..,yi....:�.,.a.,r,.rs...•-.�•.+trria-. �_er.'!S"'».'r.r oa�IF.:.vuC c,•9v+.. ,.ivr..,w..i-.n.oa.. .,wwaw,•...1:..;•:.•ndY”Ytr:•�,:.`.,w.,::1•.tlt.•rr..'c.w4�+,ai,^v11F,!•vr:HrMAr ,_ 1I Vic,, 1 : r P�� �'•4 T 7777 ,77" 1 y.00 :4 .Aejf'1, a "fY'3 r �s� 1 v K • LEGEND SS PROPOSED SANITARY SEWER EX SANITARY SEWER EXIST. SSMH RIM-219,86 w PROPOSED WATER LINE IE 8" IN W=206.14 - - xw ----- EX WATER LINE �---IES" OUT t=265.91 - -- - - 1 SSMH #1 _ - _ - _ - - --- - - ----- PROPOSED STORM LINE Xsti EX STORM UNE COMMUNITY EX. FIRE HYDRANT SW CORAL v� PROPOSED SANITARY MANHOLE 0 EX SANITARY MANHOLE DEVELOPMENT _ e„ • PROPOSED SANITARY CLEANOUT ---------- -- -•- - -- --------- --- - --- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - '- - - - - - - - - - -- - - XG - - XG_ - - - XG XG ISO SD- XSD- --xSD---- Iii EX SANITARY CLEANOUT X I xs0 8+00 9+00 9600 SW C.�k, Suite 230 -- XSS•----•6-}-p�0� - '-x5s-- - _ - . . � PROPOSED STORM MANHOLE 1 5+00 _xss w . """"'�: '"'-'-" 0 EX STORM MANHOLE t. �s. ,.. .. .r r,.t :, _ a` Port land OR 97223 _ :,•r BASIN �,•. .:.:;:.. .T. PROPOSED C ( :,F•• I• " A `e-err' .\ ••� ti' � X77. ..! � - 't v �. t ',1'd. N'>ti.. +,. ' ! r 1.' °1 � h f�`-'Y +y •d,' "� '1 • �,i `r. ,,.., 1 ' F ..., � -8003 503-45 -8U43 �'. 503-45 -, L] X CATCH BASIN A+i ,� J• / l I l'y , 1 •. - yj7. ,�R•r♦.• :� } ..t` u i+-•V. •�° '1 f! :f P 't' . ,• Il•- ', ,R 'F 1, � V4l' .r 1: t �1.1� r.�. .�, 1 Y• "/' 4 I � � ( .f. fir.••�• .e- t - 1*. X r ,. wr 1' F,j, 1 X r' } r• ,r r M ,r m i 1• ,1.' -...: .r. ANT h .co '` HPDR ( Co mu FIR www.a a �� • I E � L � •, ;t: PROPOSED k: F , �►r , .!'k ;r .q i,.'. �r:'S'' 'v,' •. 6'nt ' ;:i°. i'�' •r`' I a '- .c.. '� !' yl•' :i r {` F, � )`�•`�f. i ar'.,'t •t t. •.l:!': • ¢ . , r �, /}'�',f•'l 'I,:ar.,4 +�'� , ..r e., ar�• ...a. '.i4 .Aa., xoH------- •XOH-#� -X lk 16 of+- -xc�rr- -xo�+--------•r�---xol+-•'-••-_-----x � EX FIRE HYDRANT x X �X�- c` ■ PROPOSED WATER METER r EX. FIRE HYDRANT = - - -- - - - � �_ 285.45' _ ... _, ■ EX WATER METER , N 9 33 08 E _ __� - - �� .... - ��� iii:..+. -Z ,- - •-- ca_n �� ` . 1 SSMH #2_ REVISIONS ET7r �� vv i I PROPOSED WATER VALVE F'GE N1��LE 1,. mAilt3U 1 ---'------------------ --------------------- -----------------------� ;` '-- 0-1c------ --------- - `,.... .4% 1. k.,; • EX WATER VALVE N S �P - - --' PGE #01126 NO. QATE [>rIaCRIPTIO - , :tjU.S PROPOSED THRUST BLOCK EX THRUST BLOCK 181Z0DC TL4000 ' SSLN 1 SSLN 1 SSLN 1 ` STA: 2+92 STA:3+64 STA:3+37 L-45.8' L-40.9 L-42.0' IE-209.1 SANITARY NOTES: z , , IE-210.8 IL=210.1 SSLN 1 STA: 1+91"- -'JfINSTALL STANDARD SEWER ' STA: 1 MANHOLE PER CWS STD. DWG. IE-206.3 IN #010. c 8 SSLN 1 I 2 INSTALL STANDARD SEWER 181200C O ' ' SSLN 1 i p c' STA:1+98 m O CLEANOUT PER CWS STD. DWG. i ' �' � --L- + ! / L-8.4' #150. IE OUT - 207.08 ' SSMH #3 STA:3+78 I f IE=206.4 g 30.85 LF OF 8" PVC S = 0.020 I , L-7.0' 1 I E=210.4NJ m I INSTALL STANDARD SEWER CLEANOUT PER CWS STD. DWG. SSLN 1 #150. SEE PROFILE SSLN 1 i '5U•... �.� i STA. 4+20 I SSMH #3 I'`! - 0 INSTALL 4 PVC SANITARY SEWER IE-213.5 i ,- `'r SSLN 1 SSLN 1 "'"6 _,,_ J LATERAL PER CWS STD. DWG. STA: 2+88 • , L - STA:3+50k '� _ J MINIMUM SLOPE-0.0200 9 i�dtEC ,�►r •r SSLN 1 IE-268.2 208.2 -T • SSLN 2 to r • STA:4+33 T.� , + IE=209.711 Poll L 15.3 SSLN 1 TYP. 4 STA:0+21 �� F. CP`'�P IE=213.8 ' I L-15.8 TA:8+78 ` SSLN 2 x 8.3' I VALID THROUGH 12-31-07 STA:O+26 II: ' I IE-211.0 '1 L=2.0' 18120DC i + -T- IE-207.2 14 TL0700 SSLN 1 STA: 3+21 3 L=37.•3' _ 2 I IE-209.7 I ; Q WATER NOTES: CORAL I , J i ! INSTALL 1" SINGLE WATER SERVICE `1 a �_-0--�--o �_ �. 1 CONNECTION PER DETAIL 520. COMMONS S 8932'00" W 285.45' 18126DC I � > ; � 181 ZODC � 1812aDC TL4000 1TL5000C TL5100 TLSZ00 � I PROPOSED GROUND SANITARY "ABOVE SANITARY LINA EXISTING GROUND AND ABOVE SANITARY LINE - -- WATER 29.88 L �' _ - - - - - - - - - - - - - -` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN & SLOPE PROFILE " 8" STRM 0 8 STRM +' 1' CL 210 .... 186.96 LF " PVC O 1.0>� LOPE P� f 3 .0 LF 8" PV ',•. ;, aSLOPE M 1.0R SLOPE SSMHJ t., c.a„ •6',•. c U• RIM 19.00 IE = 209.98 OUT (8" W) MH JQ3 SSMH JOY IE - 215.01 IN (8" S,N TA: 2+28.18 S A: 1+30.02 SSMH 101 IM - 216.30 R M = 217.29 STA: 1+00 ,,• 200 - --- _�_ _ _ - _ 206.91 oU (8" N) IE - 205.73 OUT (8" N) ST. STA: 7+92.82 0 1.67' RT. PROJECT NO.: �'•rs�o2s • ,� - RIM = 216.60-/ TYPE: CONSTRUCTION CONTRACTOR TO VERIFY DATE: '7 PO - OBD IN FIELD IE = 205.23 OUT (8" W) SCALE: /D o•� /!o �_ - -Y-- -- - ------ - - -.- IE = 205.43 IN (8" S) 20 0 10 ?0 40 i L 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 SSLN 1 - PROFILE 1 IN - 20 �' HORIZONT4L SCALE: 1" = 20' VERTICAL SALE: 1" 5' N:\pro)\32&029\dwp\CivihSheE'ts\32&029-SAN.dwp-SHEET:2,x36 Jul 20,2006-9:42am sms r; o}? ; Ft7pid h i „ u•Mt :y414Y ;S •'c, TRIO .. , ;i,�a .. .7- St•., i7n`:N . : Am mMl1 •;tF'r,.: dift7/iXr2>I941 ., .. .. „ .. ,. .rr..;'. .. G1twM8k'CiiLNC ,114t tanyltTy+ ... � .,. .... '. -. .._ .. wises! - :/ • , 1 ?r�f� 7;u 1. ., ;' ,.. +L 11 I rir > > Ilrr � r TrIrp I ,.rrt r� 4' :4.•, r rtn 1 ..:,. I ... ,,p- i R' �f: I O . L 1 �, 1 2 r 1 ' Illi .� ,,. t a b., •. � . r • a a r i ' I - _. o- ,. - w ._ - .,„:'•.n ., ..... . •e..•r..-..:,.. ./!.,e.Y:••va.-,.c.•.ra-.v'e t•.••••,,••+w!'----w,aaaae«. -sN/R ,.aY'Ja wswroewrdAet`^:,.a,A1M0'AIIr.R3twUlrk+ lYlll Mtiw•r.Y:-,• .a•,uw.o.. .. .r.Ya2rt/tY..YIM•Yll _.ryMY..yl1 .,+r,,....A...........-,...._•.w«wi+..-,. ,...w+l w'1+.aan'wn..r+ ,.. ..ww+ .v. .:.rac!•s...w.-w,. w.•...t.,,w.a .._...S S'a. _ - _ « ., ... 6 .«. „ ._ ir.rir .r... _ r.. t.-.-.« rar. - .. _ - :a;.., ...,.♦wm.rr..�.*.w"...wcrree::....,,rr....+v.F .•»wc...aR-y.+srs'....soa..,+w.r...:•..+w-,'.•:.-..a.-..,.: rr :..,..wew+...+•oaw.+.ec,nhw.,.ct.,•._+a....,-.. .-;+..s...- . ._ .,..c.:.».:.s,,►r_-• tste,r.adcuw. .a.•+.aww.,..e- ... .,,. .. ._.. . ,.,.:+MYtlrwrc'aw•ornw:l+tlrllu..w'Nlleltnl�''.�d►m„ •acs:: , .-, - ..,,... ..... r >. �I ,.M1kl F, Jik s° s: 13' MIN. EDGE EXISTING PAVEMENT DIG OUT REPAIR /-SAW CUT OIA N MOM3/4" R-� 6` 6' CLASS "C AC -� -STIC � 8�OF 3/4`C 0 OlJRB JOINT 5' MIN. SEE NOTES ROW I -DRAINAGE 1" 6' PIPE W/COUPLING I 21 dill'r1111111111 _- ow--- 2X SLOPE TO STREAM 6' DRAINAGE BLOCKOUT 1" BATTER - ~ _ - PIPE W/COUPLING ROAD 3" I.D. PLASTIC - 1" 6 1" R , ` . �f,� �/J �� iy.•. .13 . I f '� / / �. ; ,i' Cay12* q -2- OF 3/4'-0" BASEROCK . 16' o •o o `~1/ J `° a.�r ,� AN20REGATE BASOIOCK COMPACT UI STERIUI E SUBGRADE Z. FABRIC OCWAC70 S W"MADE • o' / C. ` :• � � � MAX. 1. 'ac�o;.<'W �°a e 0 d a o t? l) o BASE��R SE -TSIDEWALK ADJACENT TO CURB `J `� orj 24' Irl -` '- COMP "K MAINTENANCE ACCESS COMMUNITY � 04 ` DEVELOPMENT 5 NMN. ROM} r ++ I. FOR USE ALONG MEDIANS, GUTTERS MA'( BE REDUCED MATH PRIOR LOCAL STREETS: 6' APPROVAL FROM THE CITY ENGINEER. AC - 6' CLASS "C' ASPHALTIC CONCRETE, '.s•,• - AB - 4' (1-1/2" - 0') AOGKGATE SA"OCK ROAD 2. CONCRETE TO HA',E A BREAKING STRENGTH OF 3000 P.S.I. AFTER 26 DAYS. S' MIN. OR AC - B CLASS 'C" ASPHALTIC CONCRETE 4 OF P.C.C. ON 4 OF 3/4 -0 9600 SW Oak, Suits 230 3. EXPANSION JOINTS: r 2 1/J' A.C. 2' OF 3/4'-0' BASEROCK A. TO BE FRONDED: COMPACTED SUBGRADE NOTES' 1) AT EACH POINT OF TANGENCY Of THE CURB. MINOR COLLECTOR STREETS. �- 2X SLOPE TO STREET 2) AT EACH COLD JOINT. • `.� Portland, OR 97223 1. TRAVERSE EXPANSION JONNTS TO BE PROVIDED AT EACH POINT OF TANGENCY 3 AT EACH SIDE OF INLET STRUCTURES. AC _ 7- Agp�TIC CONCRETE, 0. . SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4; AT EACH END OF DRIVEWAYS AN - 4" (1-1/2' - 0•) A0GKGATE BASEROCa< >; '�i„0'�')..;tl fT1 034523 1I'J 5a452-8W NOTES TO A MAXIMUM OF 20 FT. S) AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET. OR }L 1}�I I [�J T -d B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 4- A'c' www.alphocommurJty.com I. CONCRETE %HAL, BE 3000 P.SI. AFTER 26 DAYS, 6 SACK MM 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 FABRK: 2. PANELS TO BE S FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FELT APART 4. CONTRACTION JOINTS. MAJOR COLLECTOR STREETS: PEDESTRIAN PATH OR BIKEWAY HATH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AWA_ A. SPACING TO BE NOT MORE THAN 15 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. AC - 0' CLASS 'C' ASPHALTIC CONCRETE, a UllUTY EXPANSION JOINTS TO BE PLACED S, SIDES OF ONG NOT APPRCEED 4 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 26 DAYS AB - 4' (1-1/2' - 0') AGGREGATE BASEROCK U1LTY VAULTS MNEELCHAW RAMPS, A AT SPACSNC NOT TO EXCEED 4S fEET. S. BASE ROCK 2'-0 OR 3/4"-0, 9S1G COMPACTION. BASE ROCK SHALL BE TO NOTES' REVISIONS 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIT. OF 2 FEET SUBMW OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED Al THE SAME TIME AS THE AND MAX, OF 3 FEET FROM PROPERTY LINES. 1. CONCRETE SHALL BE 3000 P.S,I. AT 23 DAYS, 6 SAC MIX, SLUMP RANGE OF 1 1/2--3- WW THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT MATH A MIN. 1/2' RADIUS. S. DRAINAGE BLOCKOUT • 3' DIAMETEk PLASTIC PIPE: NOTES' 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS S FEET APART, NO. "im ImocmpmN A. 3' I,D. PLASTIC PIPE VATH COUPLING. EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. SMALL HAVE A MINNIUM THICKNESS IMOUNTABLE 1. JOINTS TO M TACK AND SANDED. CURB IS USED OR M' S10EWALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCLSS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 2. ABPINALT I'I ACfD IN NIX. 3' LITS EACH C011FACTEO TO I2TN MN. 07HERWSE SIDEWALK SHALL HAVE A MINIMUM 1HICKNESS OF 4 INCITES. SAW CUT VERTICALLY 16' EACH GIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. 6. BRAIN ECOCKOUTS W CURBS SHALL BE EXTENDED TO BACK OF 510EWALK 07H 3' DIAMETER C. DRAINAGE ACCESS THROUGH NEW MRBS SHALL BE PLACED A MINIMUM OF 2.0' 3• SACT 9HAL IE TAC COATED WITH NTWMNUS ASPH&T EMULSMM. 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. w MM[ Iq MMA AAAI w+ •MIB nnllll 06 BI■w l P.ollow wlN P. WAAM No M�A1r< ,' AIrA�1IOBWI�1r F.BIBMI PAVEMENT DIG-OUT �� HIAA P. IIIB>r1I M°Mit w�snnwr�r w ZONCRETE w m ���� ntiw on in rl►.I�.II CURB 11k BUTTER °M0 /0' ""'" wn�r BBa ID ■rIiI1A ABMAW�n MAIITENENCE ACCESS OR .. l..Y...Kl. STANDARD CURB rw u"L as a a^' Al �' 1r1r I� SIDEWALK � 20 W I1,,.o, IMI 25 , "� 1n.c11 IMr, _ 26 Nm 111IIIb W, NNIr1IK NIM AND REPAIR 82 I IM+. PEDESTRUN/'R1KE PATH 66 am a 4r N ��� mvwft K �1rIMAtn M/M t ns /Irl\M NN1TY 1M� I. IIrA Ml r 1NIIT CT 1 2' TO COCT / - EXISTING DRIVEWAY - MIM" 3/4 RADIUS LIP -� _` CONSTRUCT DRIVEWAY APRON �'' '. .�'/ ' T MATCH WIDTH Al GRADE 1Nlgl Cl/1M0 MA7[RAl � J �/f '. �• i i i %.'f�' ,, � ,•/ / , a y I MIN 3' SAWCUT AND /�%'r i';'/:' / . �;� • ''•i //%.•/ 1. III�iI� SW MATO:,IL 1 VERTICAL BREAK M1 'N A ' �r R N -� + SEE NOTE 4 - t A . : ',•� •. ,�. ,'.:.y >`' '� VARIEFYVEMENTS N -y •>' . •' ' 1 /' 1, ._ ,� Z SEE NOTE 3 �2" OF 3/4"-0" COMPACTED AGGREGATE ''`J�' }( ��,' ' •�� + •�f�' �1!' `�• A - SEE r c 5' MI 121 NOTE 3 CURB AND GUTTER -::'; � 1 � !-�. .�ti> - � � , � SEE NOTE 2 L�7y+II SIDEWALK ti 1 r s II SEE NOTE 4 �� 6 CONFRUCT 1/2" TO `� 6' 30' MAXI 6' 3/4 RADIUS LIP I-• __ ' MICUT VIN 2' -•--._.-.--...�.--- •-- --' 10' MIN FROM FACE of CURB MONUMENT CASE & COVER --CONSTRUCT ORNEWAY APRON fig RLA�I r i •;�;' .: NOTES:bit 3/4 N !� ISTTNG IN -'� :�• .i o �i•.; .: _ b R^N WENTSI CTION Z,_ 1. MONUMENT BOXES TO BE CAST IRON OR " !-'w ::. ALLOY SUITABLE FOR HEAVEY TRAFFIC T 2X GREG O� �- OF 3/4--0" COMPACTED AGGREGATE ' '�"''': J2, LOADING N1036 OR 1033 SUPPLIED BY: WIM w P"I�aa STANDARD CURB INLAND FOUNDRY CO. INC. �9TH , -2" ;�F AGGREGATE T F, CPS A r SPRINGFIELD. OR 97477 '°"''`{'' ` ii 1�iti (3 4"-0') COMPACTED VALID THROUGH 12-31-07 r y-� (541) 747-9172 - 6` X 8' 10 GA MESH \\ . NOTES: SECTION A-A SEE NOTE NO. 4 DR 1. SAWCUT THROUGH GUTTER PLATE SWILL BE MADE AS CLOSF. �. TO CURB FACE AS POSSIBLE. NO. M 1010 AND SUPPLIED BY: NOTES: 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS OLYMPIC FOUNDARY 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 20 DAYS ITANLRANK All R10LOW DIRECTED BY THE ENGINEER. SEATTLE, WASHINGTON 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET 2. ALTERNATIVE TYPES MUST BE APPROVED 2• CURB JOINT SHALL BE TROWELED MATH A MIN 1/2' RADIUS ALONG BACK OF CURB. NOTE: OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED 3. EXPANSION k CONTRACTION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED CORAL AND REPLACED. BY THE CITY ENGINECRING DEPT. PRIOR TO INSTALLATION AND MUST CONFORM MATERIAL OR EQUAL 'EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING TO THE FOLLOWING MINIMUM DIMENSIONS: I. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD ORAJANG. PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE 4. 6' X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. 2. JLWNTS TO BE TACK AND SANDED. BENCH SWILL. BE CONSTRUC-ED WITH THE NEW GUTTER TO PROVIDE 3 APPROVED FOR ALL STREET CLASSIFICATIONS. 3. SAWCUT SHALL BE TACK COATED MATH BITUMINUS ASPHALT EMULSION. SUPPORT UNDER PAVEMENT. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW COMMONS 5. AFTER CONCRETE. HAS CURED, SEAL JOINT, FINISH GRADE. ISM R IIOII �_ /', Ne MITI[ rllw w INS MIA" .w.Iw.1II�l. �.►�� TRENCH Bw INa AIS s1�Irr IIBIw CURS KNOCKOUT �'' AI�Irll�R �B>ww INIOIA6 r "�"" w4TANDAR W Iwsl nIo BACKFILL 8�� i FOR DRIVEWAYS w �� MONUMENT NT .r..wl.�.�..l�r mws ... Bn OL .11,+ D DRIVEWAY on„o• ,� IIIlIY1N► w:°"� rIl�alr• 45 rlwl,.A6 70 OTY w,1wio Irm URB-TIGHTSIDEWALK 42 °ter� rnlrra4ls ..awn. STANDARD DETAILS PROJECT NO.: 328-0" TYPE: CONSTRUCTION DATE: -7 -� N:\pro)\328-029\dwg\Clvll\Sheets\328-029-DTL,dwg-SHEET:DETAIL-I JL4 06,2006- 1:2PM sms r' � ...... .. .. x' « ..._ ta.pl,p{ri<.x. .•••.w••-.,,nfTi,.'.a.,w'.�x!.7' ..;..�ML,t - -..tai' - ,. , „ ..., • � , ..7h� _ •'': „ .;.., n. ._ „i,K ,.... .,r.;5.^nl4'*+.x ...4q• ,.�•, _ k , +11111-1 � �� ��� T r�1�r1 r 1 I�� �I11 r1Y i-I-rT �t�(�t�1-r�rri r�rl rj r(i�I 1 • Nb"IIIb •rnM. ..,._.w..11•l +W•.,..•asw.,:.•rr.; ,n•xsawluuu-•Iwy�1MWW a.„ar...•h+e•:...e3. .un-�J.•rr..:.....n r:.:.�.r-w...w..�..w... `y, _.r.-.._ _....wr.'yDrOsr'. .Y.vAw,.i•-e ,.o... .., -.we•:.c�..aet• -_,.+wwr....,..•wn,a. � ' '' � i� .•IR:+"+Mt"-..•.w_...va snsa...:"nva..+u,..•rr••r.•wiy.ri�.w.•n+.ne,�.srr•.oww...."..:. ..* 1 ^ ,:. � .r+ae.•r, .w,. �,.+s�„1@:•,,,�.,r�'iilt R...s7araa... ._._:�-.r-.u5r'A.+..s..... ..m•.wr..ar.....,..:_.<- ,+--'*w, ••It -n. ar dr,ab..a.-�-r+rr.b .R -tsrw drl�w.•». •rwKer., w.�..s i ,..aurr .ab+u ' 9rttWY«K•!'fir '. ."YJ'R.'.'•.h'.,'.lR1M'.�M•r/M7M•�. t•KA`�9,.iL"ONl:.��.•yLIw8C1:.'•"',.F(iMbC v1�T•IC�'• - -. ..__ - - .. ..: _ ,i, .,L•• K-' yM••••r r44� -a. Y,I T �!� k '1• 'a 7i �H NDTw m-CACT 11'_ Il Yl•M a I 101111-:AST CNAL 1. r1►9MMWIIL N NOIL EAMAfNswu N f OTa0-1WKY umit Amos � iTONAOMC! MA NUL[ONA1Lr \ •,• •�'. •. ' a w tK LIIL OLLON mL ANO •' Ate• C ( j��"AT6t M Hips AM • 04 COMMUNITY ►: �•:. >t/4 II[La Ai rswo �q PLA �MEMR1 .••� i'.► 1 J,4• � ro rAaEaMr!1110 n4L7Ff 1tlrN1 LTLII ' }we ° ° p ° r IM[7a[Iv A A DEVELOPMENT SM E AMra A- 7:S w IEP i[ x-�/• _ 1 ::. �i MNM ,•. ••. •,,..• ..• , fao FRArc AM O11A'L . po 1.PN E8 ML�MLMI ALL IE:EL7�Mr�Lr FaMMIa PLAN VIEW Ft�rA�r LrlrawN ar�' t�{•.� .r r r AIE7 Nr MA00■ILL.R�Fa�f >,14 EES •�ti. .�: o •A a ! �� �TO » ME+� �� ���� "noT , � 9600 SW Oak, Suite 230 •�N„ NIAL wria4l DAY SANITARY STORM t :. Portland, OR 97223 L ALL�AM1M 0141 R MSI P� ��� 1/1r MA110L OO rsAalmlwl �:��F• +► Tom mmu w a" i pW"OOON -Ike w w A1s+lA't�wna is A.MINNOW a Now=WT r nAla _ 4• %WW. IIrlMlol[INAIl NE u, 7 FAO[O710iT : .• NMMP4�« • l wa aa•cio,•Mr ar �Ao•IYL iMawal A "••'"I It060 M •MMS I A00E� 1 '.. m J�N'^�.J2-vwJ Ii:] Jw'4J2-w•hT Or /q��I rAIOAi Alt+ 3-4w v01 '.`� Ila• NLan cmNA�f� lIIAIAI>E TAM ■ �"IR Mi ,, teas A rr�i;�Ati - iWIILASL 147 MOIL ONYT/II1V r L�••7-per S • ' Mt�a'�T laa. m•,rte MIWI7L4 E�77L Lm Fa EM�r •. ; Vrww.alphacommunity.com } s . :.. ` G MAIL rA01[M TAP[OIM 71A71 IYTT'MO111 ISM * 4,IL * 1a"I 6 Y44N m ml r+ADI' . • MPHA1C Ar 141 OT•NI [Tar 'rxntw[vN aNNI 7lwm OIIOa• ' wAa w•AAo,c IP a r,rc,0 A•1/MI saa I tr FAM. �. '• I a NO M�It/TDMA TAOU%%w4w AMI[4r I M �4•IIKYAAAOL7 OM �.'!•, MLL EMI Lo«,�uAuo ,�oT�,�. ' �� ':.::{ ' . �� -• ' REVISIONS MATERIALS; ;•_ IK PLUS ILS OLS f Ip►AMC .► A(A/•'aw; «uvAMIM oCwrD 1E WDRCI4a 7AP. • .. ORCOq IAA OONFOAIrMO MIM Mry A-616 ORA{i 40. �.�' • • •I • NO• DATE DEaciait�nOw PK LSM FMR w MAIIIt IIENFr 74-t T 2a' �M W. E8M«M MK.,AAMM CON•ORWNO MTM/STM A-'i5. PLASM SEcnav A-A SECTION B-B WAYi ComFO M WV ASL C 477. ��.• wrlwr %(W M-1. 3/4•-O PIS! 1cm MOiLTit GM ADI'ti1Q14 LAR wr1,4Aa 1/i•CIAO[ n O- PIP! - "so MATT•M AA gwri fln 1. ALL PAL OMT IFC'mm 04AU cEwtW1 10 WOUIOIENA w ASIM 0-474 FEE w LOOM CNIS A o► Afiv A71II QUDOCM 81 4•Pff- OAMO L«r4 L71U0*M ON MS[ w w /M W u' IXWAMM WE MATERIA.. SM1E MM Pi 0= IIO�A FAS"11ER ►O-TT•AO'T�0 AOTLL: SuMONT T[[ W14 1 PLL We MOROOMDET 04ALL LC ACWI MMYNO A7TM AO.O W= 0. 1. 7USMAN TwIE AO7 FOR USE 14 74AFFIC AREAS 0' CO!_ECMA 00 ANIEINK STOEETS M[DO"MAV[. Maw iM MLIMNI AMII +�7• ACI r R •, .j Ni"IIOm= 7wom 47w OALVA mO OTR L OOVC� AND IAM!«TALL K (PAY CMT MON AMU A-44 CIAO E6 � � ON1WIN R•D' WK ELEVATION 4. ALL POI1110 90 R CKA1 K%VE A is OAT ITACNWH Of 3000•.71. l CO4G AND rRMC m OC MAOI NCD -0 A TTX OCAMVO ALL AAOUID. ANO A�I�p T TO 4•• 4. NOTOM UD FOR u•TTNO MOON. ' APPUOAI KSM AN 1W r MAIMMM N 101�'t PIPE ALL 01fP MANHOLE STEP SUBURBAN AND STANDARD SIDE SEWER / SIDE STORM AREA DRAIN r,�: .,a=MWbi MANHOLE FRAME AND COVER Clay vwdffftSwAm ,,,,,., TYPE II amVu �`'1m STANDARD MANHOLE �� pRAWNO No. 'oo �� r PIPELINE DN.NrI� wvs n a•-wl rM1111irIlM` ORAW C N0. 110-SA/ST •.,,' ,1 owMANt■urAdnrORAIMWO NO 170 4!':s:L c7 c� DRAWNG NO. 22A OINNNNMN[ris&w. aiA01113 NO. 010 r,-us�1 �+ :,s LO N ANNN,O Am w A� y- a SiD QUI*.o 7w A A CLASS B" CLASS "A" •TIN MMII MIO aAI/ A A •Fla a QM A A M. �. OAaI 011 am I 1 1N WItfAO[ACaTDRATON OKI"""TO ftv" Y,/r A7 frconra MOUND ran arra"DAT QUAL [.aD•,Ar W a Ica.n•r w SECTION A-A >�110i A-A �t. . . raI /Mal 4t• .. IAa 1MCT •• •� + • rMnMM ar• , • 11•� •.. P'NAn A Tar Aor` r IW'D {I.IfIW A r� �i10( .l SECTION A-A •� PLAN ' .w Aye [•�`•� rLo.+o E1r�+VAt1� fbl PAM Or ama • �u,nlsTUN7ca �� �O I NEF PLAN VIEW r �y`� PLAN P1� 2•u[I I"a 2oarr,clm NAnuM uNm� 2 WAS IO Al RTIC ',Irl RATA Nr rr 3wwuw FILM aA17[ 4DM Olv T 7/A•-O CIWOi:D MAT/A Al-p MRI•'uMs I%V a 0rr1 , t, nocN� Z� -•Ata a wI w • ,. r MIL N 2'/8' Yh ,wT DAN •: -• ' +jam OREGON Ai , :/r raw L7N1w • •� •• Z � -IAa Mr amrr „ Il. rAl�iw • ;• ti: ��� 12, " t rO I0 0*am rAll rA[ r j` LMlar rrr 0 SECTION 8-8 • '• , F C•PS k g ? F ,ir Ira. �4• p„� �M i"t;; '• .;• • 1n�; VALID THRdl1GH 12-31-07 O >r '•+ • :I/ra 1/P Oa[OK'IAT M4 '•• a M [IAT[M, 17 fA. r = •. SEC110N A-A SECTION B-B r ,r• ��•"-o • . • EELOON 0= 4•M � FRONT VIEW JAM A11%T Los M. � KL MM METAL PMIS.ILL LC MEN 9tR.1MIft.ASTM A-a 781,AND K ��,a0 P AN OAI�woW 1KIION OTAOULINM: 1. IM'•�IPPLO anlwMam AsTaa rAAOIcA>tou �• SECTION 8-B I/a Pr[ O.D. Flu[ 4• WN. ra M•c«+Axa. THAN a' f.NI NYlN PLAGDW N WNs 1][•1101• wwI NAM A vo cAT NN.wil4 L* .ww PILI. wa,� IOa�' AND A EIw w r A r, 1 NI M1_/:ANI *I:Itm,NAZI 1:1001low 111 10 AN11r►NIN Is AKIN 1:-4111 ICIa/twl .141 Ip1 r/•[QQ PLUS• rrl. ION Pr[A•AAO LAl1aR AND/JLClO A1IOR 10 i P>,.DA>et NIAT■PATia�Arm Tla_T•A=NISRR E.M wwx.DR. : M/TAA,y�IEiR7O%M ON W SMWI Of r w 3/4- -W COIACTED UK MAMMIL ar 7r�m00.M1C0 Mrau. CORAL OOIC�1< f E ML IN 1< x fRmA/'MI1aR�IT SAKI.K NIZAR iIEETFN AM AERO 7AAK 00 OR IQJ>m PLAN 4.OBML{ em 3EtANQ F1MM'F1 w_D m RDILJR a PPC a a�L =7NAN 4r NOTL /IDM iK M onim e 8 im Kt P17T'SIP it Am Ttr w 07AR. TLL M1M17 MTM 0171 L OPAL 7TA�TMRL 0,ILMI CF r w IP TO r tOl►AC8 O N MATpAL • ALL 14AJIN0«PIAL! It IL 74ALL FAIR A Zt OAT 7rRJIDIN a IODD F'II MO FRAME AND OIIAT£1c OL NCM A7lJCTU\A4 ASTM A-JO fJ1T e r ITA pl A11WAY A EQUAL KIAIM Of 7.0 A. AOOITIWAL T IICMNCH AND nl'JNI'aCaCNI 91ALL OC RCOLIRCO F011 OTAIC INOIIMAt MAJG110N{. 1708+ MAW AND ArA7 MMI A/•III rllrlCllwAl Aaill A-Y FIAT AM MI/v7 OZ A}MOONfI IgIM1. Y- INLETAid; CATCH BASIN DITCH INLET TRENCH BACKFILL COMMONS DITCH INLET 11 FRAME AND GRATE (L-G2) Cleonwi�r Sl�+►im FRAME AND GRATE e�e�wil�r�sawim DETAILS C3eanvli samVic1e� 1 CATCH BASIN (CG-30) Ck-m � �+ �� ' RCvm 02-m ONMOLMMMw1Ist" DRA 5 u_vlll� :z c• oNrlNrf•aMaIIMY4aM DRANMIG NO. 260 T-N!-�•r••c, Ar4,mIrawbiN. DRAWING N0. 260 RC1Alm M-0! wM..■.INr.1r.INM. RAYNN NO. WtAMIPO N0, 200 I ROL 1.1 HIMI•M NIR SM 3/4" SQUARE A A e STAINLESS STEEL HINGE W/ C.I. GRATE W/ BICYCLE 93 o BARS IN PAVED AREA ►-•+■� oo o CLEANOUT OR " oo� �ao PER PLAN OUTLET a RtAErpO MAMMA O.la •OO LI7[L�A'1O LID 0 0 90 DEG. BEND • . EMIFI O D (45 DEG. ALTERNATE AS REQUIRED) STANDARD FlNIIL•I ORIIDE ~ +' • t•L • T01111MIfT At/III r A Z W � � DETAILS •. > pw " sl:cnoN e-e W • ► � A l DEFLECTOR Ot rr w ailwws ;• ELIM� r AMAX • •4,t• > a N SECTION! A-A NOTES •90 DEG. BEND " " •,' 1, 1.L�R ono" PLATE INTERIOR k EXTERIOR 1/4 •• s ALL T osAllou» 45 DEG. ALTER. •.� f> S REQUIRED) COATED W/ ASPHALT PAINT ,. �f 10 T 0K1MYIAL Alfl�M INVERT ELEVATION CLAW X (I.E.) AS SHOWN ON PLANS e ~; LYNCH TYPE ARF ► MAIN NOT TO SCALE eNieRt,t MAIN ftAsl�ia� -� PROJECT NO.: 328-02g N07E: CWREiE ENCASE oM11RE MTF. KCTfON AND 49 REND 01 00MMT1 PIPE DETAIL TYPE: CONSTRUCTION DATE: -7-{U-C(o T CLEANOUT FRAME STANDARD CLEANOUT wier l ;, I Ickari ANDCOVER DRANANG N0. 150 It_iTrlf: 11 +u 0,1.0NNIr0OtIsdm. DRANANG N0. 160 CAProgram Files\Land Desktop 2005\Drawing 1.dwg-SHEET:24x36 Jul 06,2006- 1:52pm sms • ._ ,..,,.. ,...,..:.-.,, My_.�u, ;: sa:.. ._ ..,4::.,ca!i�wtir:. '+.., r ;r,}'4'>lµarr.:as�s:T:^ja>:"•' T,.. r,�iY:. , 'I :..,. .. , w .. .. .. • _.. ,. ..•• -r ..,,. ... .,: ,... ,.,: .. y'. +e ... 0,..h; .. .."•rW IF 3i9Mk'9it•"Y8:•. .. .. ,.'�'avl°t!Q't•' �... ... ., :W-'�'"•/•A•• '•�.. .. . . ..r s.' .. _- qy.�,',f :7ty"•u.'vlfr'.asp' ,r .113 Tip T�I t wr � -1j�-p..11iITI '� 1 7fi� T1Tir11 1rt�1 r rlllrrr r�r�r11 r�r1�11 ���rlt �>�I�r r1rr� �r� l�riili I ' f. I i j j I I 11 � � 8 .. �1 91 10� I N0.3S 1 r " Ww� ' � `.• , / .. . r M }• 4�'� .:..•:� ..� �;.a.-- . .,.. .::Aluw4en�eaaYAAwIrl.er�flStrIOMLE1Nlr++r+lwllw�•:.►,'.. ..u'- . .' .., ...w11M®e^:a."- c...et r. •..•+r.. _ n,ww-+ "l;Ar .ra,LX'.-• ...�+6Y.iLMe59�L7/3C:.A�'a,:J1m�r.rtraiY.ua+..a, -•1y.r'LM)deW!'-''` �-.•• "�••e�' -' � - .. .. ...:o, ..+�. ::., ^',"7w.''1�.N•T!.'M►IN,M„aY,/Al1A•lwN4"MpV'.t..71�'�.:r'M'�MMYnIM" .�,+,5_- +rnrr..:....�_ ' - nr..h.w-.•r..�.-- M.. Rw..we.+r<-.svG+Fy+m -aY�.--ifs +.,.s:.:rse6rt�M.*.-.,-.a.:.rr+•ra.•An►+T_:lLit�..Y'!.....,r.IIY,MOMm`dMY•rfaOo..•"IY�a..ou. .•NpYply e. _ � -. .+_ ., .... ,+h61^.•t+11v - ... I� F' Y f ti TV Neap ttla�t 1' Or. min. tjp, - _____ _-__._ e0"M Manhole Section NOSE: MAIL UM W WAONO s 1r t--C.(oeat.) Malls s t. 1111111111110111111610111111111ntl1ble M" Natlell ells 1411111111110 CamAn Otlan joint jot wym 10 .LAM* 111r1R MM b ewdollwwo• ailll As11M C47s iTRm l slt000K alar= ass •M =sal waw own=s a1iiiiwaw I- mr1. - G►•Mt avlMiw ,• ni1. - GrvM: .jKdw TYPE 1 0 R l0 16 fc ati ata a't4 CLU QOs aZa ata OAs (ii7 ow bw ift bow"MItv i. 3s b•r +w11alr• .M abed ap•re rlMb r1a11dMi11 cwt M.•• CLAMS I1alrtlrlliL grout }s Ft to 30 ft 4139 0.14 CLAS 4125 0.18 0.42 aa2 O.li 033 be �M • r 1' C1r. MbL tom. T 1aI Sl1u1a or r AN AL mom MATPAs' tom) tMM 'a' MI. r ;( ) fret. !• . dh aA - M bwwb 1. w 1 b �- p,,, Nc.�c'�`a car oa wo ,:•kw sxar• TYPE2 ort to �a st a17 ata ayi a» as ars au aAr at0 Is Owt "**W w AVV 0474 'Ir s.. 15 n >0 3o ft 4137 41141 ai3 alai alrl aw oat4 a1i 4143 L 6WA a m A* ��aY�� aMi ad wakm � a" : N� 1� � � wwur �wa�nno nc � � T "C' 9w•-1 Nw 4 be" r•i d for Mw ow 1r-V alr. Mtwwr "o-out wed talo of ration. 7o8t ova 3.IIu111ft be•a •a+in. -i1 a lawa na j" �T• we am ihb No 4-�>rA odea •.ap of �.� 9 t/�' CLI►c�bt.) � b AN-ICI = F.ASF :,:;-7 w Oar1IaMIc fo - _ 1 7Y11 tlanh0ii Section NOME: MAIL tolra. !AR iPACi1C w 1t' 41-41 wd Omsk emme so + (�/) NOW 1 �. .�. � am � COMMUNITY F F:l h,1 C L *w• @Iles be me pwi es wa w No* bran/ o Ila i Nawp Now 1 s111QT GRAD[ Wi7w pM M Gat was imi s as. Gnaw a m wa ww ,,�,, L�.d �, 'Rawl a Alm Ike . . . • °o .� �' 8�68�� '� Its�- ,� >�. �.t. 1 � 1 DEVELOPMENT • o r alr. •�' 0 R bel 16 ft Qts 0.16 QZi 4117 ali 441= 0.1i 0.14 41410 is n t•30 ft 0.33 0636 068@ 0.27 0623 0140 au Dae 0.42 d PRECAST BASE SLAB TYPE 5 PRECAST OR CAST--IN-PLACE L~ wt11Us1alarr+ed araol een 11Q av 0.0. MarlllaM ltllta•I■i 7.��mWe b w '� � TOP � •A" � � "B" ,o-rr� o• BASE SLS TYPE d � ort t0 to ft a» 4113 ata 4110 4193 a� au 41417 azi d• r: Add botwn ewt of Ne. 3 ba• 1. Aid beftm and d Na 3 alar• emb wqr is ft b JO rt 0.bi alb 0.68 OM O.ta 0.02 0.4141 0.17 4144 ♦ t1lie 4141413 111bie1lle fer • st1M �• t.M aarlarte elld 11eMe • fa d1q► 1dtMyele olrsTwo � p Mo p 31+• - o w.a11 d eenle ap4alias M d sera we >� nwt. 1t dbowimr. m 1pralaelll• 01, go M 4 m pd. Na a Aoap• t dr. n1N am Goa p •♦ o clwww coal � .w 1� tr�� � �- �i��1�a ii`i�ixi �1wNmara w�Vasaa► ♦ L a old taaa11f0 M aAi wrtaola 1M aww tale L As r/rdrrtolmant abi t wlo a ewnwn • • O tap 6" s tad to " be iMw o °� :trw to tb• jdnt did be Bald smut w ng raoilArod for der asd b -- 9600 SW Oak, Suite 230 allsebtll bsee bee oabl•r•i is/ .r Na old M of 60.000 (a.d. io). • o'�qo • o IIt aarllt•d .w+ a1w11bwte arMlttan. e4"1 Manhde Section None. MAx taro alt s!'ACNO a 1Y R-Q alallpawdw +M1Mr (4r000 pal. Fw dWe a iM 1� •. a+ta� r• !� `ar a.mefr.. b • .91d� ��n+w11 t� of ow ab 0 wq WA Do Av N0. iso. rlldees n•W •tMrllwaL e • o� s orb r aarMlnwrw M aa•1e1d i O1rb M wrtrwalw w ararM te11e alar. -'- Portland, OR 97223 blme dab. a If urb to a" so" mandIII& .Md bw/ a f�laNda i'W a wwab eeiw erall" `.A�1 wMl+ Wal r e*" ry ltsldsiN O 11110w � - 4.N a" r a t •rt Inrldwlla ddi. pf•N/a Mnat/0 Adm w w shun STAT DAA r� e� OVA 1�1a� aafat MOL M1 MIN Mau dr r b b own assn■ per � Ofw.rli 440. 1 Na 010 Dae A ;dub. pi s i.� �� 6 rnlgr be prod w T�� 1 o ft to is ft 4190 4113 a!i 4117 4112 (Ln alb 4110 0.20 915)3-452-8003 [F[ 503-452-8043 allb. Irk If1111. o.r. Y k �. �c n01C uanelMa� t6 � 'o j0 Ft 4133 OL233 aw 6170 C•7a 4100 4130 4123 0.46 fr ire al..., «. 4-Ge-3A TOP SLAB TYPICAL SECTION t a To t: beu. ali T i •Iwer1l• • • t 4 _ Zpk ZXV, sr a+ + www.alphacommunity.com ;FT Al VAKI-51 = +^.i= TOP SLAB "A" TOP' SLAB `B'� TOP 5LA6 `B` amolwa O R to +. ?t 0.23 4196 QJb Olf at7 Q2i aH 0.1• 4126 S-CT t\ R'I ('.1T 7.i�W%Ab plwww •i*A rltlar Tlt1� 2 to ft u b0 f1 0.33 0.96 CLS 430 4117 0.50 0.30 a1s a4i_ COVER DEPTH ML Tar Iwb bmt Pip• d" to 12" 4'-O" to 7'--0" 7'-'1" to 22'-0" !id"t1 Manhole Section Ndl[s MAIC tors iAll lPAtOrO a 12' C.-C. 11ti� W& 1aal. Slee T A" B "B" B T A" Bet B' Ba T A" B " Ban "OTL , To s Dole TIGn wvaRT In Go00 A) (11Ao t r • 7 • 7 12" Nos i' Nay 0 $' 12" Nan •sr Ne.a •0' : a' esr'ro.a4bla ra ai ►l "t+r oka' E'°�alt°r`a$ `. ,u SIZE 108 120 a9Rar aUac .r.a awR ..e. .i.ot :.ia aw.1. a.1•c 41..41 .a.. REVISIONS 1m �• 0'-10' ls'-.w w-fly Ir-SO' on to Is ft L35 0.16 0.33 0.21 ale a20 0.31 0.14 0.27 72" t0` N.s •r Nwa •r t2' Nw0 •s• Na0 • i" 1Y Moai • Nan • 7° L l0• Ir 1d 1r TYPE 1 le ft to 30 n 0.41 au 0677 0638 0630 Qa8 0.37 an alai NO. DATE DEr1CRIP7'ION 84" 11" Nan •rim" • r 12" Nwa 0 r Nae 0 or 12" Nal i r Nab •7' S ' Ile.4 0 tar Nag •Ir Na4 0 t!' Nas 0 17' - O ft to 15 ft 0629 4117 0-W 0M2 ati Ca 0.20 alai 0.L �" 120 No►0 O s' Na0 •r 12" Mos r r Nab 0 r 1+" Has •s' Nas •0' N•A • 12" flab 0 ls' N&A • 1r Nos 0 tr TYPE 2 ll ft to 30 ft 0.43 0.17 0At 1137 alts Q70 4134 Gat au L mr 17.41' las• 17A• 10da N/A N/A N/A 12" N•.@ •r Nan •r 1d" Nal •r Nal • s' 6 Na4 O tr Nes a tr Nat tr Iles •it �� I�Sl � 0L �'�`1�iv6m waN1ne 12041 �A N/A N/A 12" Nwi •7' Nei • 7" 1d" Na7 •r NN7 •a' loos ! 12' bras • 12r Nos •is' Nos 0 12' o,Me j0I , ,a�,4.9m pe 0 : • ; •a �1a�11�1aa�as>R LARGE PKWT CO�1(SlETE MANHOLE LAR( PRMAST COMM" MANMOLE T-CU T Bass Section ReiI1fwc nlent toe" t 120" yliit 8itviotr 7W sty ASPHALT DETAILS Sarvioa LAW PNECW CowcsrElE MAllloi�E - UK W SC110U NW. ( 1A$/� LAM PRECAST CONCRETE MIANHOL[ 01-0.1 o.r w.1w..�Y d•1r ; ><1f .SQVILYi oRAtlwo Nam lei at►-a e..wt.rs�w. ORAA9MNC No. seo Is�twi ie-•ar erarorlrrlltliwaa oRAMIwG Na tae "A'S.") SASE SLAGS C�OiIIt� $aNpai DRAWO NO. 505 141311th 4640 w..•SMINr•S.w.w.. w1ArN N0. 610 ��ie-ef o.r«.w.�t M•Ir•r. 4101011 A • A 1. =r 01"3 � 1. AU MW'M Ano laneol GUMII awui RUBBER GASKET w MIN 0-478 ao Ammm i COMM M Ar IIEQla1OMTS », -» •.- -. : Ala swr"s,uu.coli am FLAT TOP a an Me ww Nva MOT 10 r1a=! TO M Gal ummom v NSM G-4m s raodm amuft Daft rot oLmn Iia• rMUA+oN1APPMA le�1oOWN of ITAPOW (OPTIONAL) diT oft conam BS�+o IV SHL 1 "0 KOlatlbw -ow FLATi MMIIOM t1EIPa11 mm W. 4. PWAIX MAITIN UP000 PLMTOP FOR • SUMP VOLAME AVAILAb1E "NOME aEi" Lral TNAN JCL'. M'ILK- au O Sal v .......... ....... .. ....._ ..........,..: ............ 1'r MY.- W o 1411 J ••' .. �'� Pj,� e4•Mx- .IL4 a tea a v L . FeOUSE lEOML TAM FM t1d111[ t 1 moLmr roMn tmcn wa ISsa Cr Millie SAP VOUME REQUKMI!Nlz >e a-^A 01 OF 61100 '• ��(Q/�,. •• aLlalca awallaT � -^ sal♦w Mawaal I1ca11m 11U1W G1J11rt PLAT SOP ��� aG I Nre lloawit Mlewlaw cwt opt 24aP � wo• sTAmmo mmmal n AT IOP CUMT rush:a,eva a atoll rrc 'r IIONFOSC>diMT OR www011®taoAL. GON isQVUT 08 SM ARIMIND GUT111K Of WW" r ale. WTH •r►rr -w.....- 1r F. X-111 b . _ �.� �.' _................... .. . �--- '"""•" VALID THROUGH 12-31-07 ViPra� t CLI lwaaal ad-elallrl no w ow ar°1..41411 r 0S""aWSlla a" a aR eMO 10 K MM or>r m MSMIMt s+laltlw to 9[Ttt•wis 1•'' t Ar aawAw 9m Gar. M[P01 PLAM �j����,�. ��4••) S •r•f•• In tw 111ttIs� Men"oowolnE A. . CORAL SECTION A-A 17'ar p•-w• =AG'Tm 144E «......�................._............. ...... . ....__..........-_.................. ... .........»...................... COMMONS CAiIPDTAIL WYA WATER QUALITY SHALLOW FLAT TOP MANHOLE CIO inVN�Asavbw MANHOLE A1MN0NQ 5111 ��es orww•1r1a1M1wr. DRAWING NQ 040 STANDARD DETAILS PROJECT NO.: 328-029 TYPE: CONSTRUCTION DATE: -7 -(Q -0(v N:\pro\328-029\dwg\Clvll\Sheets\328-029-DTL.dwg-SHEET:DETAIL'S Jul 06,2006- 1:30pm Arras l •. ,,:•:.," ,'. .. ,. i7 k 't ' c o.. .. ...�l .. � .. �<tR31"L.ls7R.R.�.L.]PAPkv,*tP.Retf'A'f00"li.`•:::JIa::�...i:,.,,�.... ..,,ti+..V f:Ff: , Illp y L ♦ '""'�I ,. .. , - ;... .. .. .. '�w.yr�b.h,.. i ,, .. c`.,c..i9ur. .a .. t7t ...t 7 r W, +t+1r�F11�+"""" t1t. •';' �r r ._. .,, r.A`sp,' �. a ,... ... ,, ..-, . . .. .,.. .y; .'BWin; i 11 „ Jill t .> • 4 r1 S� atu....sf0..n+Y"Y�..Y."M...•7.1Rw-SL.Y.•.��':•1'�F.S'�YF, �i .. r� , . � ^ �_ ` < ,, 'rr"'• ''""•�" '•+r-+-fall.itrrm.'.+'r...+MirYrin.�slMMl7[.•r+•rvr•..::.- n.�t•.nWt+'r'r+�w.. ,y�,� ..a.r'•,-aM- .•fi,..eLt a. n s,• ..'•'MW:.'�s.�.•R.1.' .'^'.,�U.I,Mr1�Mrr�3LL ^'_,.u:Pfb M1YtAMv..'.MA.,R" '1'+�R.."O6.!;t:Y .FY17L,E3!$'M�:']e. ..W,s•.b.alo' 6.�?:«!_` ...-•1'.A :"b'n."'KY.�,L:SL:+-- '^..: _ .M..,.•'•yMy1.2� •1.,..,...-.«�a.....,.r;.. �„ ,� M'M.AM"-n•tici!eMT.".,. r• '.' '•7Y-.'[M7i="RJ.MLe,.dV'+g6CGrt..•itll9wrG: - -._�..'V_ - _ _ ... ..,._� -. +. - ..... .k ..-. � �.a�. .. .+J� .:Si.,.:i�YM...L..W. r.A'►'1Nk"!�wV,Y'ha.M C. hv'll�M.�'+'• a.vt[u+. i•.,rd'e'NM_... n:L4.:.,..:.. ..U.'5A•'Y'ILS4C.M+e69YME '.tR M'.t.:..,rNyyR•.". y,y k� ar �i�II I f: t} i5 1ti f 'V s. GENERAL NOTES 1)STORMPILTER BY 9TORMWATER360(9360),PORTLAND,OREGON 8DO-546-4"7. 2)FILTM CARTROMO)TO BE 51"10N-ACTUATED AND SELF-CLEANING. STANDARD DETAIL 511OW5 MAXIMUM NUW5M Of BALLAST CARTRIDGES. ACTUAL NUMBER REOWRED TO BE SPECIPIED ON 917E PLANS OR IN DATA TABLE WOW. (ser NOTE 8) 3)MU CAST MANHOLE STRUCTURE TO BE CON5TRUCTE0 IN ACCORDANCE WITH ASTM C478. DETAIL RCF(ZCT5 DESIGN INTENT 48.0 ONLY. ACTUAL DIWN50N5 AND CONFIGUWITION Or 9TRUCTm WILL Be 9HONM ON PRODUCTION 5HOr DRAWING. 4)STRUCTURE AND ACCESS COVW TO MEET AA51HT0 H-20 LOAD RATING. 5)STORMFILTER R GUWJ5 2.3 FEET Or DROP FROM INLET TO OUTLET. IF LC55 DROP LS AVAILABLE, CONTACT 5360. MINIMUM COMMUNITY� '�� i� AWAf WrWfEN INLET AND OUTifl 15 45•. A 6)INLET MPING TO BE SRpNT rIED BY ENGINEER AND PROVIDED I Y CONTRACTOR Mf!CAA9T MANHOLE 9TORMNLTER CQUIPPEO ` WITH A DUAL DIAMETER HDP!OUTLET STUD AND SAND COLLAR.WIT NCH DIAMETER OUTLET SECTION MAY BE SEMRATED DEVELOPMENT PROM OUTLET STUB AT MOLDED-IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONN[CTION TO DOWNSTREAM INLET PIR • PIPING TO BE MADE USING A FLEIOBLE COUPLING NT OR ECCENTRIC REDUCER,AS REQUINED. COUPLING BY rmcc OR EQUAL AND PROVIDED BY CONTRACTOR (SEE NOTES S 1 6) 8912V HDPE OUTLET 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS, Ir A SHkIOWM SY5TEM I5 REQUIRED,CONTACT 5360 FOR •" OTHER OPTIONS. 9T1JB(SEE NOTES 5 8)ANTI-FLOTATION BALLAST TO BE BrECIF1ED EY ENC4WER AND PROVIDED UY CONTRACTOR IF REQUIRED. BALLAST TO BC SET AROUND THE"AMMK OF THE STRUCTURE. 9400 SW Oak, Suite 230 M ALL 5f0RMMLTW RMUIRE REGULAR MAINTENANCE. RERR TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE Portland, OR 97223 FRECA5T MANHOLE rfl U)3-4Z x03 IM SM-452-M STORMFILTER DATA MANHOLE STORMFILTER-PLAN VIEW1 -:.^ as 0 Fit" xxx www.alphocommuNty.com !. AND COVER(STD) PLOW TE cis' X" "AK RATE I(36' INLET PIPE—\ f 2" HDPE RISER . c I �� x.)ot offlm—PeRm or 621 )w FLEXIBLE COUPLING :.•:. 0 i7 CARM Itewom xx 5WMDGE MDW RATE(15 ti.. or 7.5 XX 30,0 FRAME :•`,; • A zrG woos REVISIONS • 1.• �:...' . CONCRETE AND COVER(STD) , �: '•,;'�` PIPE DATA. GRADE RING (SEE NOTE 4) IN PE I 1 xxxJ01' Lot' NO. DATE DESCRIPTION _ INLET PIPE 02 W.)0(' )w 12" OUTLET PIPE srer MANHOLE STORMFILTER-TOP VIEW rl ZMET , r. tif.n I rV�i 2 MY CON1'MACT0R) Loot IOt•x X1t• MANHOLE ACCESS PRECAST MANHOLE INLET PIR HDPE OUTLET ANTI-I'LOTknoN BALLAFf WIDTH HEIGhT FROM ABOVE RINGS (SEE NOTES 5 6) —� RESER WTTHOUTLET SAND CotIJUt IOt• IOt• SCUM BAFFLE RISER 1270 OUTLET 5TU8 CIAL REAAIARN MINTS: FIFE ONEWATION KEY: PIAN VIEWS 4'-10'MIN a; MOLDED-IN CUT UNE ALL PRECAST SECTIONS SHALL (SEE NOR 7) r 8w OUTLET STUB CONFORM TO THE REQUIREMENTS 9TORMFILTER CARTRIDGE �►�� MM(WE NOTE 2) FLOW VVIR ARD STANDARD CON TRUC7701V (m NOTE s ) 2 0- N.T.S. SPECIFICATIONS. ALL POURED IN ( - �. • , PLACE CONCRETE SHALL HAVE A ` 28 DAY STRENGTH OF 3000 PSI HEIGHT y,7, i 'ti• , . - 2" TC 4" SLUMP. �-I "OTH LINDERDRNN 5M DETAIL 212 I • _ _ OUTLET PIR MANIFOLD (BY CONTRACTOR) COUPLING MANHOLE FRAME W/ MANHOLE STORMFILTER - SECTION VIEW A (BY C OR) BOLTED COVER UNLESS t OA�T OTHERWISE SPECIFIED THE 5TO10AWATM MANAGrM NT (see No?T'8) GROUT THE 9TORMWATER MAIAGEM NT 5tormrltM RIM ELEV, - 218.0 ♦/— U.5. PATENT No. 5,822,62 , (�CONTRACTOR) U.S. PATENT No.5 322,62 , PROVIDE No. 5,707,527, No. c,o27, 9 MANHOLE STORMFILTER - OUTLET DETAIL 2 No. 5,707,527, No. 6,027, 9 ••—_ No. 6,649,048, No. 5,624,5 6, 2 No. 6,649,048, No. 5,624,5 6, ADJUSTMENT GRADE mos�� AND OTHER u.5. AND FLIKEI RIMS FOR 6" TO 12" 02003 8 °" � AND OTHER U.S. AND FORE PRECAST �� GIN / R CAST 48 MANHOLE STORMFII TER PRECAST 48 MANHOLE STORMFILTER y EF a Strmwater36� PLAN AND SECTION VIEWS 1 Stormwater36Q TOP AND SECTION VIEWS, NOTES AND DATA 2 STANDARD DETAIL '"'" STANDARD DETAIL ORE — MANHOLE AND BASE DAM.ossm W.&L. No �NlIW11lMIMH14M0•b1L olMwltww a1�01f�AM or►�000loloo rxs:NONe Rlelwocl►�+oromoan I>1MMMtINN1 p!•RIIaAR� �! O PER STD. 600 'Q1' F.�C PS�� MANHOLE DETAIL VAUD THROUGH 12-31-07 'r CORAL LADDERS PER CWS STD. DWG. ,x'100, TYPICAL COMMONS HAND HELD UFT HANDLE RIM ELEV. =218.0 +/— RIM ELEV. -2 .r� t-/— 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 N07FS 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. 1.7 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". C(Qj CONTRACTOR TO SUBMIT SHOP DRAWINGS FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT.- FOR DETE'NT7ON SISTEM, INCLUDING FLOW DETAILS CLEANOUT/SHEAR GATE 8 /� CLEANOUT GATE IS VISIBLE FROM THE TOP. CONTROL MANHOLE, END CAPS AND 3 L.F. OF 36 HDPE MIN. DIAMETER FLEXIBLE COUPLING TRANSISTION, 14 GAYS PRIOR TO r CLIMB DOWN SPACE IS CLEAR OF RISER AND GATE. COMMENCEMENT OF CONSTRUCTION. 00 CLEANOUT/SHEARGATE SHALL BE ALUMINUM ALLOY PER 8--26-26-32E. 3 L.F. OF 36" HDPE r LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING "�''` -� • ':• 77, FLANGE AND GATE FLANGE. MA LING SURFACES OF LID AND BODY TO BE RESTRICTOR PLATE MACHINED FOR PROPER FIT. FLANGE MOUN77NG 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 x GATE SHALL NOT BE OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE CMP 36" IE 210.54 NOTE., CONTRACTOR TO SUBMIT SHOP DRAWINGS - FOR DETENTION SYSTEM, INCLUDING FLOW MOVEMENT, STOP TABS OR OTHER DEVICE. � CONTROL. MANHOLE, END CAPS AND TRANSIST70N, 14 DAYS PRIOR TO CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAIL OF THE CLEANOUT/SHEAR GATE AND HAND HELD LIFT HANDLE TO CITY OF 77GARD r +' COMMENCEMENT OF CONSTRUCTION. 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. S = 0.0050 FLOW CONTROL MANHOLE N.T.S. 36" IE - 208.14 PROJECT NO.: 328.020 TYPE: CONSTRUCTION y `7�V ` DETENTION TANK DATE: lit /co N.T.S. SDMH #3 SDMH IN N.T.S. - N.T.S. N:\prof\328-029\dwp\Clvil\Sheets\328.029-DTL.dwp-SHEET:DETAIL-4 Jul 06,2006- 1:29pm wm , . r•'..r> ',nrvrer�,ro �.. : •. .. _ -, .:,Q9,,�"t,1yy�4�M `�' y'r..:.: ,, , 'RB"UA(!A�? 1' KGO� r 1wi " „'+Pa�'y��b, i5' '� MC."difi7gl/h • rt • . 1lfil�t7EC'"A�BMW6.tc Mr,.t7?:16G:TA NN+•,.;...5,(�/111F of ...., r .. �. r•r. .. .. .?7 .. .. ... , ,. ,_.: tttwww.• ,..:.n ....«,:.r a-'7- F'. nK. � i +o..,..r',..-.. W. `^_ ,;•'- ,,..^.'a',.._` '.• a.W'., . ,":-:.!.,'tR. :.. 'P.t "- '',,xyr• r�T�rffT 11TjT�1�Y1 r1117 11 rj>�r r1r�rIT r 1T►�rjT q9 n if r i ,} r. ,. � .x^,1,4 �' ...� �' ! � ��., , . • .'�1 ...v..-r�,ar•rw...,,.......,+....,,:-...,.-nw.nwr..e�:_«..+tcc,.-+.wz•wru,r..rrw- • � . SI r ..•,-.r:..-........_.a.-c,..w...:•'..a,-•....w.wr,.-,,.....� _..n.rlro.-.^ .i.::.re-ic:....r«_ � �nu.w+u nrR ,.� .-•s.G:s..:c.-• ._. .+_:r.x". -ru•.af.•.n•. •v.,. .AY..�..,e,...:.-nw.�awthvan.,r-.+:..sn+. r r Il..sa•'•,e- .ew.�. wt .A.r.,;r,n a..r:..M:cw+eat:•aa+r.7.::rewr.sww �'� .rte �w, ;.. .: +'iax'4n+�.Yea„VwrwYrw,w :;aa,.::...�,,,,.:�,,..,,.b,� .x+,tns:s.+.tin nr.•�Y�►;auA�7r+A.'i'+r.w+4pyi�r,.;a�tl r.»v:vrrrtys;.t+, f. ..r ... - ;3'.,8c:rv.,�Ir,�►_-:�,- _ .,._, ._. .M. _ .. ....�_.. _ .. '..e _.. "gIM+M71r+.��R�"IMS�„",�• .. .,.:T....u:c+.vi+YM�-^u+w a.IC` •..�r�w... _ ._. :.Miw:: reWy - - - -- - - - -- ._., .,.. a.w,... .• -.4MrlMl � .rt n,Y 'a !1� `f I �.M r., '.r �A •.F IRRIGATION NOTES: 1. THE CONTRACTOR 15 To DESIGN, INSTALL AND MAINTAIN AN AUTOMATED IRRIGATION SYSTEM TO PROMOTE THE ESTABLISHMENT OF ALL PROPOSED COMMUNITY PLANTINGS TO THE WRITTEN 5AT 1 SFACT ION OF THE /5/ //,**0*7z /_00po OWNER'S DESIGNATED REPRESENTATIVE. DEVELOPMENT •t --`-• r.-+Vr- -•'r-c._` i." �" 'y -N••!'--•f1�v r,-.y.--'R+- •;"J1 3. •T..r�••-+ _' ._'xUh_- � "` ,Y.� _.• .x .,�+ _-..__-.�x�.r.. .. _..__ • �� . . . ..'. .' •��� . '• _�- , 2. THE CONTRACTOR IS TO MAINTAIN THIS SYSTEM IN vid r ♦ s y -- _ _ _ :-•. s .; ,.. .• . . - 7_, • o _ _ _ -___ _ ._ __ GOOD WORKING ORDER FOR TWO YEARS FROM THE 9�0o see , Oak Sulte 230 ° •• • Is vvv �" r`;� ' ••• •• o o . .• • phi '• •, iii• .. . . . .., DATE OF THE INSTALLATION ACCEPTANCE. d, OR 9722.3 ° • - • -r • •• •• • L EX. LIGHTPOLE Portland, ..• i • . . _ PGE #C1126 *4 - [I] 50:�^452-A003 [F] 5Q3 4J2 8043 •, ,. ; 5e03 3. UPON WRITTEN ACCEPTANCE OF COMPLETION OF THE www.alphacommunity.com %• . •' MAINTENANCE PERIOD THE CONTRACTOR SHALL TURN IT • OVER TO THE OWNER AT NO ADDITIONAL C05T5. • . . . . . • . .• REVISIONS : : ;; •.. I ;. .•• ••:_• •' •: NO. DATE .•., i n' • •• s •• • + O, • J d + • • , • �v 4 w O •d•. �.• y. • O w �,. 1 O O + • .•�. 7 41 N O .i nee t �.. r•a -�„ ...j - O O ' . O H LOA 1 ,� Q�s1��,1 0 0 0 0 .• y� :. . , ° 4 4 D DLJ 4'4 ' . • ot�QODO4t��,t?L�`¢D4t� • 41 a • . a O . . . .. . �. • —� • O O O •I p 1 ° _• IJ I 380 � • • ••• rn .••••I - .see:� • • OREGON . . -- o • • .•. .• . . V' ot OR S 8932'00" W — 2E SCALE 20 10 20 4° CORAL 1 I I IN - 20 FT COMMONS PLANT SCHEDULE - TREES PLANT SCHEDULE - WILDFLOWERS AND LAWN SEEDING SYMBOL QTY. SIZE SPACING SCIENTIFIC NAMES COMMON NAMES REMARKS SYMDOL QTY. RATE SF. PRODUCT NAMES PROVIDERS REMARK! widnin &40WN V100 MAl2IdL_ TIM JV,%k2ZMQQ&r 1500 of--low QE!2wlnci' WIIAflowgr Seed Mix 11 2' CAL. AS SHOUT! Acer rtAmm d Maple_ 4 vvvvvvv Sunmark Seeds Internatimal, Inc. or, ulvalent. 4 I I/2' A vvvvvvv Wildflower Seed Mix. � -- vvvvvvv TWrodutNW Corporate Drive Gledito a tr�cantkwa OR 91060 • d ,<< Phone: 1-bbd-214-1333 PLANTING 2 1 1/! CAL AS SROM Prunus ceraolfera Thundercloud Thundercloud Plum _ p415 ;,�+::- .r'�; Dodd Mix 11/'2' C ASS Prunus oar 11 bar ent d4 2 11/1' CAL AS SHOWN Prunus ►errulata 'Shlrotae' Mt. FUJI Chea 4 62 Ib 1Palb/1,�0&f 6,200 of 'Sunmark Shadow Mixture' Premium Turf Seed Mix PLAN 21 5, High AS SHOWN Thuja occidentall• 'Smaragd' Ealerald Green Arborvitae 545 I 61 TOTAL TREES PLANT SCHEDULE - SHRUBS VEGETABLE/FLOWER GARDEN SOIL PREPARATION SYMBOL QTY. SIZE SPACING SCIENTIFIC, NAMES COMMON NAMES REMARKS �I�I�>rt>� INSTALL 1' DEEP OF GARDEN GRADE ORGANIC ('� TOP SOIL FOR FLOWERS AND VEGETABLES. 0J chler Allnifolla 'Reglot' �y MULTI-33 5 TRUNK to thunberali 'Crlmoon Crimson rberr ® II 5 GAL. 5' or_. _&eWu� la eta � Win ed Eu us 0° 143 2 GAL. 18' O.G. .Qa t cdora 'Leucenthe' Winter Paphn0 PROJECT NO.: 32A-0� ' .,��r'cllum '1r,=r2e�' Oxon Grer�-- TYPE: aoNarr�uGTIoN DATE: I 5' O.G. i'lountaln Fire' I Ir l0 1� D b9 2 GAL. 18' OAC. o tills_ rutl **a 'Klondike' Klondike Cinquefoil O ' ' ion eee4ron '.1�en Merl- d- MenteQus' dendron 82 5 GAL. 5' OZ. Vacalnlum ovatum Evergreen Huckleberry N:\pro)\328-029\dwg\Civil\3heets\328-029-PLANT.dwg -SHEET:24x36 Jul 06,2006- 1:41pm sms .,.E .n••hk:x"... . .....• ... ,..: _ ' 9��. ..:,� ., ..;.; .�'i •. � �' «,.= ""' ,A ,fig;. �1` i T T 1 1 f ,,�-�y��� T f t. ri prI VI r I I'I' I r � 1 T Rti 11Tj'IT11-111 1IiIIlI 1I1iI�1 1�1)I�1 IIr11�I 111�TrI1J rI1T1 IIIIIIi� • • t . 3 :,r s 10 11 I 1.12 t F411 ua� u r T f .. •.n.-+.._•..R +...:.,...-.s+w•.•wTl.wv..w..r.•r..... w•7MYn. + w..+..w,.r+law,:.r•wrs_s..�,,,..i, ruY.X.wr.dsaW.e•`.,•..r#Mrera►,.w++.+!tsr:.•.-.-.. .. .».virc ASs uwvcn.. .v,.:.. .••-w:.era en,.w•.R.r•.r...'•.nw ..rk:+,. � ' r wrr.•e..•IEr,.••v.+rfwr+.....»,,.....s,- ....,:•rw:..aw+.. •n,.r..•e+,r- .,. AR..t •...+sr:r_. •:%. l�yMrWt.a.•Ww•rr.we.r ..::•;a,,,.r r••.-•h^:. r-.,>i., - .I' �_ i b�i't� • - ... . rs ._ .,.- ••,�� .. .... r^sM•'•'•4-.»w+.. _ -. ..c �•'uo-'~1ef ..Oar. __ .... .' ,w..R•__ ... .- ...... ..,.•. ... .. ... .Isra .'(e.tAA YSYiwFct'h'Lar..aN X71 r v r, tui. 1M : 1.: i sT ,Y•. 4: • DOUOLE 6TAKE W✓ 2OXr"' D.F. STAKIM 2'•ra MIR t'llReLOW GRADE 0 � iCM,41N LOCK' TYPE GiU'f 0 CUT TSP OF STAKE MOW TYPICAL 6NRM �OR 2 6TFtAPD 14 GA. 6ANOF" GALV. WIRE W/ WOW 0 F'ROvIDE PO61TIvE OOv 0 CHAIN LUGK' rfft WY DRAINAGE FROM OR APP%0%4!D Ft:%1AL i • 0 I• d@ 6TRAPiD 14 Ga WAGE OF 61-111111,11156 !" 6F'EGIFIEp MIA-CH 0 0 o OALV. WIPE W/ HOW! � OR Al""MOVED NQUAL E" C-01"I ,16TIM ME'D1UM CUT 4 lie'1OVE ALL WIi11E •• _ COMMUNITY T�i'aovE ALL WIRE pA,eKET� MuL.eM �a►s 6PTlCIFIED OA6KET6. CIJ1' � Loobt'TJ G" CUT t LDOblN 0114ft'Ap ROOITBALL (4" FOR 1/2 k_ NOTE PLANT WITH '-°'°'�''16O1L �°"' DEVELOPMENT Y' OF WAWFIED MULCH GIEOUNICCOVER t V TREE MOOMALL APA" FeOI! &411%.11211111) ► 111CWT 1n !A" DI/1TVI MUL.CW 11111IN4e SCARIFY 61DE6 AND 0 'F LOCATE 7N21)04" OP. Yom FOR TMS N LAWN t TOM OF HOL! 0 FINI9W4 6TAK" OUTSIDE 1f IWHT - ���� F�.wT ALL rl�s cue 9600 SW Oak, Suite 230 TAJBC%OP OP, t FINISH e�RACX11 I Portland, OR 97223 lax 11/2 504-452-8003 503-452-8043 01111"WMIK 01111111"W OWOTM�L . www.alphacommunity.cori 1 va .�'• l�ooTSALi oeF�►+ f411AY BACKFILL MIX IIIC,IAL HYAY W.AGCFILL MIX tllGIUAL PARTS TOPSOIL, ti0'TTTsD PARTS TOPSOIL, ROTTED MIN. WIDTH 4 LEAF MANLPMAr�I� t LLAF MULCH RE1/1$tON$ R' MLC44 2X ROOD L 2X ROOTSA LL 2X ISOOTS" WREAK UP et-6011. BREAK UP blb-SOL UDTW 6CAFY 69M AND (BOTTOM WIDTH 6GARIRY 61CM AND 11k) OM NO. DATE RI Deciduous Tree Planting Detail Shrub Detail Evergreen Tree PlantingDetail nets. 2 se on net.&. 3 91, chon net.e. GENERAL NOTES: LANDSCAPE SPECIFICATIONS CUNWal &Ibmitta16 - 9011 Tent Raporxt Law Inetallatlon I. Plane and details on these sheets, and these notes constitute the construction Contractor Is to excavate boli samples For teat! per the direction of the Owner's R 6 "'�' "9- F� Rep, I. The Protect Landscape Archlt•ect le to review and approve layout arra fine grading docus'1ent.e For landscape Improvements at Coral Commons In Washington C mnt�, Oregon. - 12" In depth at separate locations i epor resentative of the proposed planting areae after PRIOR to bun Installation. Contractassumes reeoporalbllltyy If proceeding without approval. Contractor The Landecape ontractor must be licensed to perform this work in the tate of completion of rough grading, and prior e.o soil preparation. 2. Al lawn areae adjoining eldeu►elce, paved &xraca*, manholesx or curb& to be Installed Oregon. The samples shall be tested tot a regleteered soil and plant laboratory for fertillty and flush with the top or each surface to faclltate drainage, mowing and maintenance. Other 3. Al tical, Municipal, County and State laws regarding uses and regulations suitability analysle. Provide written recommendations for soil preparation, fertilizer, chemlcal lawn areas adjoining Fences, wale, utllty facilities, or other elle features ehel have a uniform governing or relating to any portion of the work depicted on these plans and details Condit loners, planting backfill mix and post maintenance fertilization schedules. specified mowing strip with catch are hereby Incorporated Into and made part of these gwitclfl:at(ons, and their Report shall be submitted to Owner's Rep and Protect Landscape Architect: receive 3. Protect new lawn areae from access and foot trarric with fencing, Flagging, etrinq line, �GZSTEh,� provisions shall be carried out by the contractor. approval arra further direction PRIOR to beginning soil preparation and securing plant etc. until acceptance of eetabllsheyd lawn. Repair and replant damaged areae. 4. The Contractor shall obtain all necessary licensee, bonds, permits, and insurance mateerlal. 380 retqulre d to perform the work Indicated herein before commenclr3 work and rshal be Acceptance of Lawn Area • • responsible for coordinating work with all parties Involved, Including jurisdictional, �. �� I. Lawn areae will to Accepted, provided al r"remente, Inekiding maintenance, and at t-4 e��Y tib E-4 5. Contractor le responsible for locating and protecting any and all existing utilities on 5 least two (2) mowinge have been compiled with and a healthy, uniform In color, close stand � and adjacent to the project prior to beginning construction. 1. Any discrepancies between these plan& and the actual field conditions shall be of the specli'led grass Is establlehesd, Free of weeds, bare spots, ponding, non-continuous _Q reported to the Owner. In Cabe of dlecrespancies between plant schedule, call-outs and ss and surface Irregularities. ` OREGON b. The Contractor el-41 locate and protect al existing utilities and features on and plan, PLAN shall govern. 2. The Contractor shall cut a neat, shop lawn edge at d ehnub and (lord beads and 'CJs � adjacent 10 the protect site during Construction, and shall repair at his own expense all 2. Notlfy owner for approval of fine grading prior to commencing plant Installation. adjoining bark areeast we detall. 01 , �t�► clemec�e resulting from his operations or ne I r►ce. 3. The Contractor shall maintain a clean and order) construction site, removingall rubble 7 �yI �r � � 9l� y 3. At the time of acceptance of the project, all lawn areae shall be fe9rtlfized end in a �i Ag 1. otect existing buildings, walls, fences, pavements, reference points, monuments and debrlb and excess materials. These materials to be erl disposed of off site In a time) neatiy mowed conciltion. No Feuer that two (2) mowings shall have occurred prior to final Markers on and adjacent. to this site. Protect wok and materials of other trades. Use d y y acceptance of any section of the work. manner to avoid unreasonable alien tion or mess. all merans neeeeseary to protect the public from Injury at all times. 4. All paved areae, Fences or surfaces stalned or tolled From landscape nkfterlal shall be 8. AN cftcreepan-W6 between these plane and the actual field eonditlone shall be `� Nlalnterlance DLON Construction cleaned. All eurf.�cea shall be washed with erequipment and materials acs sued reported to the Landscape Architect prior to working In the affected area. �� �i� � I. The Contractor shall maintain d landscape areae until project completion. Maintenance the Olunesr. gt no dirt or bark in silo streets without Owners oval. 9. The Contractor shall maintain a clean and orderly construction elle, resmovl all � � will Include at the mirlmum: properly disposed 5. All trees, ahrube and ground covers to be planted as per Ian, specifications and A. Cow r ade and re-mulch settlement or washouts. Mukrh Is to be kept at the ntl�ble, debris and excess materials. These materials shall be dl o of off 9r p p �' °p up, egr any detallo. After Final raking, all shrub beds, tree rings and mow( strips shall receive a 3" lager ified the In all areas. efts In a tlmety manrwsr to avoid unreasonable disruption or mese. No mateerlalo shall be ng J p � of medium grade OMP05TED (Metro Certified) hem/Fir bark mulch. B. Maintain all planted and seeded areae, keep meet and ueeed frees. 10. Plant materials shat Conform stayed In public streets otwritten approval of the Landscape Architect. 6. Any changes C'or substitutions In plant material or revisions to plant locations to be C. Maintain al te•ee stakes, guys and flagging. C,O RAL nfto American 9tar►dad& For Nursery Stock governing 6. by Landscape Architect prior to planting. Adjust plant. locations in coordination D. Monitor rr(gatiom heads, spray, etc. and adjust as necesuery to erisrxe plant survival. health, size, Eranching habit, form, amrl root development. with Owner If deviations from plantlr g plan are necessary due to unknown site conditions. E. Seeded Arecae to include reseeding m°wing, edging, Meson^,. ade and repair al 11. Irrigation system shall be designed and Installed by the Contractor. Once plants 1, Plant materials shall conform to American standard for Nurser Stock governing health Amts and pewit man d e'er• Fell WW is outsicle of this scope work. are eetabilshesd Irrigation system shall be used to assure plant survival during drought. size, bra hi habit, form, and root development. y F. It Is the responebliNty of the Contractor to Immeclately report ANY uneatisfactor'y COMMONS D,--p not oveerwatesr. S. Provlde 2l L plantings with an approved MYCORRHIZAL Fungi product. Apply eone:lltkorls arising duNng this Malnterlanee DuNng ConetrtKtkorr' period to the Owner's Resp. aeeordlrlg to manufacturers recommendations. Genual and Ac Aptance Planting 9peclf Icatbrle 1. The Co%Lractor Is to maintain the plant material until Final Acceptance of the project. 1. Backfill soil for all plants shall be a mixture of three equal parts topsoil (from site)t rotted 2. The project remains Incomlplete until accepted by Owner. manure or mushroom coffpo&tt and rotted sawdust or leaf mulch. See planting details. 3. Lawn areas will be accepted provided a healthy, generaliy unifor'r In color, close- 2. Media for bioretention area to be a well mixed combination of 50% APPROVED sand, 20% stand of the specified vegetation Is established, free of bare spots, weeds, ponding, composted leaves, and 30% topsoil. Provide Project Rep a sample for approval. non-contin uoue elopeo and surface Irregularities. 4. Upon completion of the Irrigation ayatem, as a condition of It's acceptance and for Tr e" IFIM p�t, deliver to the Owner's repreeentative the fallowing= A)'As-Bullt' drawings !. Al trees to be healthy, disease-free, well branched, with straight trunks and well that I 3 print& and the eupplled reproducible Irrigation showing at the min. valve crowned. Remove all dead, dying, and crobbed branches. they shall have no cut location 4 size, eontrokw nunkom 4 size, GPM, pipe We, heads, quick c xxoers, manual off limbs over 3/4" diameter not completely healed over. Trees shall be free of drain and all other required system components. This bans contains all revisions to the scrapes aril scars. PLANTING Irrigatlon Including a Controller Zone Reference chart and controller operation manual. B) 2. Wire baskets shall be cut away completely. Avoid ball breakage. The first 213 of the Owner Instruction for operation or eyetem components $ eyotem 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-deec:ribed Inet.alled with crown above surrounding grade and paving cover beak with 3" of mulch. melMenance, .he Lander" Architect will, upon ree*,eet, make an Inepeactlon to 3. All trees are to be planted a determine protect acceptablllty. NotlF9 Landscape Architect 48 hours prior to visit. minimum of -%" from any fence., pole, wall, curb, sidewalk, property line or any other DETAILS Landscape Architect shall determine whether the sub&tantlall complete project le y � landscape feature, unless speclflcally Called out In the plan. Treses shall be placed a and condltlonaly or uncondtiorally acceptable. minimum of T from irrigation rotor heads, minimum of 25' from street lights, unless 6. Where Inspected lander-ape work does not comply with the specified recgulrements, 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 (slants and of the root ball. Trees are to be Installed with the crown above surrounding mesterlale promptkr from the protect site. grade: cover ball with mulch. 1. Contractor is to maintain the protect for a period of no iess than 90 days upon 4. Trees within 8' of paved surfaces to have 18" deep root barrier, Blo-Barrier, or app. eq. completion of project. It is the responelblllty of the Contractor to notlfy the Owner's 5. Plant all trees according to details. Orient best side to dominant view. Rep of the beginning of this maintenance period. Following this 50 day time frame, the Owner's rep will determine project acceptance. Upon project acceptance, the �*� monitoringperiod and one (l) year construction warranty will begin. All shrubs to have own therein containers a minimum of 6 months, 2 year max. with roots 6. This Landecape Contract requ!ree that all workmanshlp, supplled materials, site 9r furnlshinge, plarl.s, laLn areas, and the Irrigation system shall be guaranteed, upon filling container, but no evlc;ence of being root bound. completion, (except For acts of nature and vandaliam) for I year from job tacceptanre. I. All shrubs to be conta(.-k3r stock or bare root during season, well branched, healthy, disease free specimen materials. Plant minimum 24" from edge of paving, 24" from existing trees and 48" From new trees. Plant minimum 18" from adjacent private property line. itrmnedlately folkotuing award of sial, Contractor shall inv+estle�ate avallablllty of the plant 2. Plant all shrubs according to details. Orient best side to view. mateerfal and provide sources for each plant type. Provide cut sheets of opeciFled Beed mix and seen tags upon delivesry . elle. In the event that the speclFled plant Illkmcwer Seeding material Is not available, provide a list of poaabie substitutions. AN changes or I. Follow the manufacturer's Instructions and recommendations For the Installation of wildflowers. substitution:, must be approved In writing by the Project Landscape Architect prior to PROJECT NO.: 329-029 execution of any part of the work. TYPE: CONSTRUCTION Provide Irrigation product data, cut sheets and three (3) copies of the Irrigation Yegetable :arid Flower Csarden Preparation sy&tem comporw.nte for approval by Owner's Rep, If In&tailation begins with out approval Of submittals A-nd design, Contractor assumes full res&ponsbility. 1DATE: . The Contractor shall select organic soil for vegetable and flower' garden and obtain an approval Contractor Its to also provide Informatlon on all other products and materials specified by the Landscape Architect prior to Installation. and also those noted for approval, as pat of the required work on this part of the 2. Organic soil to to be I' deep and the flnlshig grade Is to be flash with adjacent walcpaths. project. ... N:\prof\328-029\dwg\Civll\Sheets\328-029-PLANT.dwg-SHEET:2036 Details Jul 06, 2006- 1:40pm sms .. cr1lr F, f•gSa� i NM+ dk ^9Nt ,, • r_.�;i n �C' Tt:; T,crMi =uy�ikV!>}�tCanm in; qty r Prot ;r j fi I r'`�I� r T 1 �T ' * T T�Yih(rp�ljl�� 1i11r11 r�rl1il T�I�li1 I�trT�I IItpIT TJT�1jT �r iII • t t 1110 j Il,l � , 2 01 1110 ;•.k -..._...,r-.•ir•s.w+-._., .,•.....van•wrin r ' ....,.rt:...,.a•,.ell.._..,..:..•.•,�rrwe.,...-,..a. .,- +ria ..,»,bras.. a '...,..a...'.w.rn.- '•-rn:. ".,�!.+.+.M�.a r. � m •w+ � • r.ax.. ,.': . r•eJn..:;,t••. -ra .-..se-•++a�e�!^+7.z.. n ,1�.,' , .f�"Srll� .. - .J+•+Q ti ai w .�., _ _... _ .., .. _ ... ..- ... .... .wrR .. ... ... '9�ir'1,n.�..4. V_ .....n.. .•.._..-... W-JM •.. .h1 SbrN�eM-.�.P�.w:orr:WMV4Y..1k1.1..i.. 'f'uli" I P. i;, i•;ai� ey