Loading...
7540 SW HERMOSO WAY ,f 4 r/ YyT i 4 "F. r . t' Q ON�S IMPROVEMENT PLANS 1 w RE iV LUBY BUILDINGBUILUIIdC3l:MUCON C3'1°Y F TIGARD App�wed».� �- I C'oei kWW TIGARD in Low*Follow►.................,I � � i INTY OREGON 9 9 ,�: aft cri PQ TAX LOT 1007 x CITY OF U � RN, Wis �► AF I WIN OFFICE COPY () o .. SHEET INDEX C' — w 9INAME: --_�. � :. ; ;'% �`"----- S AH: - - --- - - __ 0 WAY w COVER SHEET C10C I _PROJW. GENERAL NOTES C101 - - z EXISTING CONDITIONS do DEMO PLANC1 rv? ' O 21 SITE PLAN C200 GRADING do EROSION CONTROL PLAN C300 _ F- W 0 _ 5 EROSION CONTROL NOTES & DETAILS C301 -- �� © --~--- - _ — Z U) COMPOSITE UTILITY PLAN C400 1 _ X I U� W Q SITE DETAILS C5!�0 ! Q > O -� STORM DETAILS C501 I ! U w LANDSCAPE PLAN Ew Q L g VELAND RD. - "— - - > 0 1ACMY MAP LL_T�0 SCALE LOCATION MAP' O NOT TO SCALE F- 0 LEGEND ENSTING -- ROW CENTERLINE 1:9 ELECTRIC RISER MAIL BOX .�f.� 0404 PROPERTY UNE ra, POWER LE SIGN C4 PO1 - -- - ---- EASEMENT IN GAS METER to • - LOT UNE E� ELECTRICAL BOX �- W v ® GAS RISER A"IXANT/OWNE99 131 RmLL'r ADDWSS 8NVCFIMAW - - CURB ® TELEPHONE RISER STREET LIGHT sib P�,� W - - - " - - - - - EDGE OF PAVEMENT GA�- GUY ANCHOR eeos�� a LUBY BUILDING, LLC 540 SW HERMOSO WAY DATUM: CITY OF TIGARD -- �---��---n ---�—�--- FENCE UNE TREE Mst��oeleM. ea Mo KEVIN W. LUBY, MANAGING MEMBER TIGARD, OR -- DITCH CENTERLINE 'g FIRE HYDRANT /a�0►10 a�� 7380 SW HUNZIKER STREET, SUITE 206 - -- - ��t um 1w mm BENCHMARK: FOUND BRASS DISK IN CURB AT TIGARD, OR 97223 THE SOUTHEAST CORNER OF SW 72ND 100 - CONTOUR -- 5' INTERVAL ' wv PHONE: (503) 620-3347 AI�EAS (C*:F-SffE) AVENUE AND SW HAMPTON STREET, AT THE -- 101 - CONTOUR - 1' INTERVAL pQ WATER VALVE HOUSE STRUCTURE FAX: (503) 620-3356 SOUTHERLY END OF THE CURB RETURN. BARRICADE ® WATER METER 00 CONTACT: KEVIN W. LUBY MUM "�- '- �T' 0 BENCHMARK NO. 252 - -'° °-- -°-- GAS LINE (S) SANITARY SEWER MANHOLE TOTAL SITE: 7,161 SF (0.16 ACRES) __ N ,y r� UNDERGROUND CABLC @ SANITARY SEWER MANHOLE ELEVATION 222.84 APKJCAWS RE!"RESENT'ATM IMPERVIOUS TOTAL UNDERGROUND POWER ■ CATCH BASIN FOUND ALUMINUM CAP AS NOTCO - AC/SW: 7,161 SF NOTE: THE TICARD VERTICAL NETWORK IS - ••----�---- SANITARY SEWER 0 FOUND IRON PIPE AS .cOTED WESTL.AKE CONSULTANT:,, INC.. BASED ON TN_' e.ATIONAL GEODETIC SURVEY -r_•,_ ___._ PACIFIC CORPORATE CENTER VERTICAL DA IUM OF 1929, WHICH IS STORM SEWER 0 FOUND IRON ROD AS NOTED 15115 S.W. SEQUOIA PARKWAY, ARE48 (o-9m) COMPATIBLE WITH WASHINGTON COUNTY, THE _ .. , .-.__._._--_t__ UNDERGROUND TELEPHONE ----- _ SUITE 150 TIGARD, OREGON 97224 OREGON STATE HIGHWAY DEPARTMENT AND _ _ _W ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES PHONE: (503) 684-0652 THE U.S. ARMY CORPS OF ENGINEERS. WATER ...� FAX: (503) 624-0157 ADOPTED BY THE OREGON UTIIJTY NOTIFICATION CENTER. THOSE RULES CONTACT: LEE LEIGHTONa. , AICP TOTAL SITE: 14,878 SF (0.34 ACRES) ARE SET FORTH IN OAR 952- 001--0010 THROUGH OAR 952-001-0090. -� -- W YOU MAY OBTAIN COPIES OF THESE RULE'S BY CALLING THE CENTER. IMPERVIOUS TOTAL: 3,871 SF ZONING C3 o e- (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENYER IS (503) 232--1987). ROOF: 1,258 SF ---- ----- ROW/PROPERTY UNE SANITARY SEWER MANHOLE EI�IGNMR r ��YOR SW/DW/CONC. PAD: 2,613 SF M.U.E. - MIXED USE EMPLOYMENT _ __ _ __ _ (o •- PUBLIC UTILITY EASEMENT r'� STORM SEWER MANHOLE STREET LIGHT UTILITY STATEMENT, THE UNDERGROUND UTIUTIES SHOWN ARE WESTLAKE ICC CONSULTANTS, INC. MM ISL TOTAL; 11,007 SF - CENTER UNE V PER FIELD MARKINGS AND RECORD ORAWANGS PROVIDEfl BY THE PACIFIC CORPORATE CENTER V) Q - CURB ® CATCH BASIN CONSTRUCTION ENTRANCE 15115 S.W. SEQUOIA PARKWAY, AQENCY F12 7 --..�..+i00 —.---- CONTOUR UNE - 5' INTERVAL ---� RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/OR SUITE 150 TiGARD, OREGON 97224 �: _ ® WAVER GATE VALVE UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE PHONE: (503) 684-0652 -- '101 CONTOUR UNE -- 1' INTERVAL DOUBLE WRIER METER - 1" (TYP �.-� � � U NOT GUARANTEED TO BE COMPLETE OR ACCURATE. FAX: (503) 624-0137 TOTAL SI" 13,751 SF (0.32 ACRES) SANITARY SEWER ) I: T.:..:: .zl SIDEWALK �5 a STORM SEWER FIRE HYDRANT 5 z CONTACT: AT TORTORA, PE UTILITY VERIFICATION= CONTRACTOR SHALL POTHOLE TO VERIFY IMPERVIOUS TOTAL• 5,665 SF ss MH SANITARY SEWER MANHOLE � -- LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING EXIST. ROOF: 1,258 SF WATER UNE ® RIP RAPT11 - 1 1 CONSTRUCTION AND SHALL PROVIDE WEBTI.An CONSiJ>[.TANTS, INC. EXIST. CONC. PAD: 549 SF -a--- --- --- SEDIMENT FENCE STM ISH STORM MANHOLE NEW SIDEWALK: 685 SF INLET PROTECTION SHEET rT 72-HOURS NOTICE OF ANY POTENTIAL CONFLICTS. NEW CURB, PARKING: 3,173 SF - TREE PROTECTION FENCE 0 F1 FIELD OWLET cloo . PERVIOUS TOTAL a.086 SF STREET TREE C8 CATCH BASIN vel ,roe No. 21x1 —ot - Z I 0 210101 FC I OO.DWG �011lllllll#111� ,., i T. . �_ -•gym, ,..,-.,. .,...,-- ._. . . .. .. .._._ ., ,....._ �_� , „�;,_. . __-.._....- � ''��� 1 T I T T T 1 T ��� � Tr1 I � 4 � � �. �1r�i7���(r�I�I ��I��11 I����I ��I�I(r i��11 '1r�1lr �Jr�i� f1r��rl rII�I(I x � � r. ; �, "" • 9 10 11 �12� W.38 rt. '� ,.. ;. 1 Wl�llll 11 ll11�111J ., i1J1111j1 ►�lu�lu •a�. ..-...-.....w•.-..e.u:.:,•eeur'�....—wr..- ,..�..�x1_mr . ,..._.....r++.a.r v,,.:Ktn.�.....>._ - or +�, ,•w..,. ».... AR,-•,mac .w..,,n �• .. r _-i. +r+.:wrw.w-e+►.re.am.w rea.•-,F .:atr.:-.,+�.• .rr.rr.eiG+•rt r s'' � trmma .ava,..;a. :'+�IrU.,...AM�+FN!'t•F',� -,,,�. -�._:3.d;=:._� c - - � .,..y. ... .-.•a'4 - '"'•4••+. -w. ..-t..r .wrrrw..e«,.aC wm+- .. , , u . •�.c.r- ..R-- .•.. �r6�.r.. . w..•. wsbr+u ir..a 1`'�y. YNtMIM • Wild • -t1'I r•, w a•'y.. A� rr F,= , ;Q Y GENERAL. NOTE& _ GRADING AND PAVING NOTES' SANITARY SEWER NOTES- I. ALL WORK SHALL BE IN ACCORG'ANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, I. °� � CODES AND REQUIREMENTS THIS GRADING PERMIT IS NOT TO BE CONSTRUED 5 FINAL APPROVAL OF SITE GRADING. EMBANKMENT OR STRUCTURAL ILL WORK; I. ALL WORK. INCLUDED IN THESE CCWSTRUCTION DOCUMENTS SHALL CONFORM TO THE 2033 OF CITY OF TIGARD. CLEAN WATER SERVICES R&O 07-20, THE OREGON STATE PLUMBING SPECIALTY CODE. AND 2007 IT MERELY PROVIDES FOR INITIATION OF WORK ,hkNU IS SUBJECT TO CHANGE PENDING CITY APPROVAL. OF THE ENTIRE UNIFORM PLUMBING CODE AS AMENDED BY THE STATE OF OREGON. OREGON STRUCTURAL SPECIALTY CODE. CONSTRUCTION-DEVELOPMENT PLAN SET. 2. ALL SEWER PIPE SHALL CONFORM TO ASTM D3034, SDR35. 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PRUJECT IN ACCORDANCE WITH 'THE 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT � PLANS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET APPUCABLE AGENCY REQUIREMENT'S AND CORRECTIVE ACTION, AT ANY TIME. 3. ALL SEWER CONNECTIONS ARE TO BE WYES UNLESS OTHERWISE NOTED. OTHERS AS NECESSARY TO PROVIDE A COMPLETED PROJECT. 4. BACKFILL MUST BE COMPACTEDO A DENSITY OF 95X PER AASHTO T-fl9 IN PAVED OR T � 3. EFFECTIVE EROSION CONTROL.. DUST CONTROL. AND DRAINAGE CONTROL._ IS REQUIRED AT AU_ TIMES. THE CITY MAY ORDER STRUCTURAL FILL AREAS. TED TO COMPACTION IN UNPAVED OR NGT-STRUCTURAL FILL AREAS 3. THE CONTRACTOR SHALL HAVE APPRCYPRIATE PERMITS BEFORE COMMENCING WORK ON THIS PROJECT. STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION. AT ANY TIME. IS 90X. 4. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE: PROJECT SITE AT 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSMUCTED ON BUILDABLE LOTS SHALL. HE 5. NOTIFY CITY OF TIGARD INSPECTOR 48-HRS. PRIOR TO PERFORMING ANY WORK. , >. ALL LIMES. ANY CHANGES SHALL HE DESIGNED 9'f THE ENGINEER AND SUBMITTED TO AGENCIES FOR APPROVAL. CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH UFT SHALL BE COMPACTED TO 90 PFRLTNT OF MAXIMUM DENSITY AS OBTAINED BY 8. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE 2003 UNIFORM 5. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. ANY DAMAGE TO EXISTING AASTHO T-180 COMPACTION TEST AND 95X WITHIN 3' OF SUBGRADE. PLUMBING CODE AS AMENDED BY THE STATE OF OREGON. UTILITIES, WHETHER SHOWN OR NOT ON THIS DRAWANG, SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S • EXPENSE. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND, UNLESS OTHERWISE. NOTED ON THE 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX J OF THE 2007 OREGON SPECIALTY CODE. CONSTRUCTION ON EXISTING SLOPES 7• ALL MANHOLE UDS, CLEANOUT UDS. FRAMES AND ORATES TO BE FLUSH WITH FINISH GRADE. PLANS, GREA,LR THAN 5.1 SHALL BE ACHIEVtD BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET, IF THE BEN( i EXPOSES V) � � SAND SOIL_ AN UNDERDRAIN MUST BE PROVIDED. THE UN;-_RDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LAYING NONWOVEN W 6. THE CONTRACTOR 'SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK INCLUDING POT'NOUNG. FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER z OF 1%0 - 3/4" DRAIN ROCK, AND FINALLY COVERING 'THE DRAIN ROCK 'HATH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES �►U 7. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTIIJIIES OR STRUCTURES SHOWN ON THESE WALL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND RE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. ed DRAWINGS Y►.'M DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT �■o■� ,� „y UTILITIES ARE FROM THESE RECORDS MM ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. NO EXCEED 2:1 AT 1`11-4 GRADE. NO ROCK OR SIMILAR MATERIAL EXCL EDING /+ 12-INCH DIAMETER SHALL BE ALLOWED IN THE r■a�► RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS. STRUCTURAL FILL. 8. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE:. BY THE. CONTRACTOR, OF STARTING 8• CONTRACTOR TO NCTIFY CITY, COUNTY, AND ALL UIIUTY COMPANIES A MINIMUM OF 48 HOURS (.2 BUSINESS DAYS) 13ENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. PRIOR TO START OF CONSTRUCTION BY CALLING 'ONE CALL` AT 246-6699 OR 1-8W-332--2:44 AND ALL OTHER APPLICABLE AGENCIES, AND SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF SOAR 952--001-0010 THROUGH OAR 7. THE CITY SHAH. BE PROVIDED MATIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMFNDATION CHANGES. 952-001-0090. 8. � IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL O 9. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES. CONTRACTOR SHALL POTHOLE TO ENGINEERS OF' THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO THE DEPTH OF THE PROPOSED UTILITY TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 0 CONSTRUCTION AND PROVIDE WESTLAKE CONSULTANTS INC. AND 1HE APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF W ANY POTENTIAL CONFUCTS. 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR cr 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD UTILITIES. EACH 2 FEET OF FILL. 11. THE CONTRACTOR SHALL INSTAR EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION. ETC.). •► 11. PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, UNLESS OTHERWISE F.-- 12. ALL EXISTING SITE CONDITIONS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM AS-BUILT DRAWINGS AND A SURVEY SHOWN ON THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE Z COMPLETED BY WESTLAKE CONSULTANTS INC. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE z CONDITIONS AND ELEVATIONS TO HIS OR HER SATISFACTION. PERMITTED. FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. O 13. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS NEEDED TO MEET EXISTING 12. WET WEATHER CQNSSjRU___TION: GEOIECHWCAL ENGINEER SHALL BE CONTACTED AT TIME OF CONSTRUCTION FOR RECpAENDATIONS. IU FIELD CONDITION'S, SHALL FIRST BE APPROVED BY THE APPLICAE1l.E AGENCY REPRESENTATIVE AND THE ENGINEER. G� 14. ANY CONST'<UCTION OBSERVATION BY THE CITY OR THE ENGINEER, SHALL NOT. IN ANY WAY. RELJEVE THE CONTRACTOR 13. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES LLI FROM AN`r OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE VAAR; �iE APPLICABLE CODES AND AGENCY SHOWN. lIN'.ESS OTHERWISE NOTED. REQUIR_MENTS. 14. ALL PRfX`OSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS. IN,-XUDING O C.� 15. APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN. THE CONTRACTOR SHALL PROVIDE /ILL MATERIAL. REPLACF�AENT OF SIRIPP!NGS, UNLESS OTHERWISE NOTED. z EQUIPMENT. AND PERSONNEL NECESSARY TO MAINTAIN SUCH EROSKYN PROTECTION MEASURES. ANY DAMAGE CAUSED 15. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC MATERIALS, AND Z z .J BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR. REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. S Q 16. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETATION DEBRIS. CONFORMANCE WITH ALL u) W REGULATIONS AND PERkilTTING REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 18• THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATIW WITH THE Q GEOTECHN;CAL ENGINEER. < w 17. ALL. OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C.. COLA (TEWPORARY) OR HOT MIX. AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 17. ALL CUT OR FlLL SLOPES SHALL BE CONSTRUCTED AT N0 STEEPER THAN TWO (2) HORIZONTAL TO ONE W (1) VER[1CAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. C' 18. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM 0 TRAFFIC CONTROL DEVICES (MUTCD) AS MODIFIED BY THE OREGON SUPPLEMENT& 18. CONTR kCTOR TO HAVE SUFFICIENT NUMBER OF COMPACTION TESTS PERFORMED TO MEET THE CITY OF TIGARD (Y REQUIREMENTS AT THE DEVELOPER'S EXPENSE. TESTS SHALL BE PERFORMED BY A QUALIFIED TESTIN y AGENCY AND Q 19. PROVIDE 18-GAGE TRACER WIRE FOR ALL NONMETALLIC UNDERGROUND STORM DRAINS, WATERLINES, AND SANITARY WRITITN RESULTS SHALL BE PROVIDED TO BOTH THE ENGINEER AND THE CITY OF TIGARD SHOULD CN!PACInn-N SEWERS. REQUIREMENTS NOT BE MET, CONTRACTOR SHAD_ RE-COMPACT THE FILL AND PAY ALL ADDITIONAL TESTING COSTS. 20• ALL PIPE BEDDING SHALL BE 3/-'" - 0" CRUSHED ROCK FROM A MINIMUM 4" BELOW THE BOTTOM OF THE PIPE TO 19• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS. CLEANOUTS. VAULTS, ETC. THAT THE SPRING UNE FOR PIPE SMALL7R THAN 16" DIAMETER, AND 6" MINIMUM FOR 18" DIAMETER OR LARGER. TRENCH ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN INLET STRUCTURES LL_ SHALL BE AS NOTED IN THE TRENCH BACKFILL GwTAIL STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING WATER. 21. A PRE-CONSTRUCTION MEETING IS REQUIRED WITH ALL ;NSPEC TO PRIOR TO STARTING ANY WORK. 20. ALL DIRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY CONSTRUCTION SHALL 22 CONTRACTOR TO LOCATE= AL1. EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBEDBE DISPOSED OF. HANDLED, OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING TREES. >_ � DURING CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE 21• ALL WET WEATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY THE GEOTECHNICAL _ CONTRACTOR'S EXPENSE. ENGINEER IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS. IU 23. ATTENTION: OREGON LAW REQUIRES YOU TO FO-LOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. 22. ASPHALT CONCRETE PAVEMENT MIX SHALL BE DESIGNED FROM A MIX FORMULA APPROVED BY THE CITY FOR THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-•001-0090. YOU MAY OBTAIN COPIES OF MATERIAL USED. CONTRACTOR SHALL PROVIDE ENGINEER AND CITY WITH CERTIFICATE OF COMPLIANCE THESE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION FROM ASPHALT PAVEMENT UNLESS OTHERWISE INDICATED. CENTER IS (503) 232--1987.) 23. THE ASPHALT CONCRETE PAVEMENT MIX SHALL BE COMPACTED PER THE CITY OF TIGARD PUBUC WORKS co REQUIREMENTS. CONTRACTOR SI4ALL SUBMIT TEST RESULTS TO THE ENGINEER AND CITY. �db04� COMPACTION NOTES, _ 9z 1 LOT FILL MISC. �LMES: UMP �! � (, � w I. STRUCTURAL MINIMUM ERCENT COMPACTION REQUIRED: 9OX a TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY. T-180 1. ELECTRICAL. TELEPHONE, GAS. AND T.V. SERVICE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE U11UTY S,� pPx FREQUENCY OF DENSITY TESTING IN !_OTS: 8" LIFTS 3 TEST FOR EACH 2 FEET OF FlLL COMPANY. 14 MBAR_ w�°�AK M � 2. ROAD SECTION - 2. UTILITY TRENCHES ARE TO BE DUG. UTILITY CONDUIT IS TO BE PLACED. UTILITY TRENCHES ARE TO BE BACKFILLED, VAULTS ARE 1 Sao � r TO BE INSTALLED AND TRANSFORMER PADS ARE TO BE POURED BY THE CONTRACTOR PER ELECTRICAL, TELEPHONE. GAS AND T.V. wmw M[WF 10 K"�'A01°1= "Mr1 MUM T COMPACTION REQUIRED: 9UX BELOW 3' OF FAJBGRADE. 95X WITHIN 3' OF SUBORADE SERVICE PLANS AND STANDARD SPECIFICATIONS. cera �c mmTEST METHOD REQUIRE!) TO DETERMINE MAXIMUM DENSITY: T-99 OR T-180 FREQUENCY OF DENSITY TESTING OF EMBANKMENT: 8- LIFTS 3 TESTS FOR EACH 2- OF EMBANKMENT 3• $WAD SECTION SLI6GRALE-, 0000 MINIMUM PERCENT COMPACTION REQUIRED: 95X PERCENT CO!lPACTION REQUIRED TO WHAT DEPTH BELOW SUBGRAIE: 1 FOOT TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY. AASHTO T-99 STOW DRAINS" r FREQUENCY OF DENSITY TESTING OF StJBGRADE: AS NEEDED r 4. ROAD SECTION - AG A GATE BASE: 1. ALL WORK INCLUDED IN VFSF CONSTRUCTION DOCUMENTS SHALL CONFORM TO THE 2003 UNIFORM PLUMBING CODE AS AMENDED MINIMUM PERCENT COMPACTION REQUIRED: 95X BY THE STATE OF OREGON. TEST METHODS REQUIRED TO DETERMINE MAXIMUM DENSITY: OSHD TM 108 OR T-99 FREQUENCY OF DENSITY TESTING OF AGGREGATE BASF: AS NEEDED 2. ALL STORM DRAIN CONNECTIONS ARE TO BE TEES UNLESS OTHERWASE NOTED, 5. TOAD SECTIQU - JISPHALT PAVEMENIL 3. ALL RAIN DRAINS 4R FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM. DRAINAGE BLOCKOUT'S SHALL HE MINIMUM PERCENT COMPACTION REQUIRED: 92X PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5 FEET FROM PROPERTY TEST METHOD REQtARED TO DETERMINE MAXIMUM DENSITY' OSHD TM 300 LINES. CL FREQUENCY OF DENSITY ICSTING OF AGGREGATE BASE: ! TESTS MINIMUM* AVERAGE DENSITY tz FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION: SPOT 4. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WNATF,RTIGHT JOINTS IN EASEMENT AREAS. W o 8. LIT]uj'YlMCH, BACKFILL (BtNEATII PADAwm) 5. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS. SHALL BE PVC PER ASTM D-3034 (SDR 35). MINIMUM PERCENT COMPACTION REQUIRED FOR B M"NiG: 90% CD MINIMUM PERCFaNT COMPACTION REQUIRED FOR PIPE ZONE 9OX 6. BAcKnLL MUST BE COMPACTED TO A DENSITY Of 95X PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. MINIMLIM MINIMUM PERCENT COMPACTION REQUIRED ABOVE PIPE ZONE: 95X COMPACTION IN UNPAVED OR NON-STRUCTURAL_ FlLL AREAS IS 90X. D TEST' METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY: T-99 t11FFERENT REQUIREMENT FOR PVC: NO 7. STORM DRAIN LINES SHALL BE WHITE IN COLON? AND TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES. v LANDSCAPE AREA: S5X TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBUC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. eQDITI,QUAL INFORMAMON.COMMENTS: ALL STORM SEWER LANES WALL BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING N *WHEN USING NUCLEAR GAUGE, TWO READINGS AT EACH SITE. THE SECOND AT RIGHT ANGLES TO o THE FlR'3T. THE TWO READING WALL BE AVERAGED TO OBTAIN TEST DENSITY. S. THE ENDS OF STORM DRAIN SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2"X4" MARKER EXTENDING us A MINIMUM 12" ABOVE THE GROUND WITH THE END PAINTED WHITE. ATTACH MAGNEI1C TAPE ALONGSIDE THE 2X4 MARKER (SEE w - z DETAIL 290--S1). W 9. NOTIFY CITY OF TIGARD INSPECTOR 4tl-HRS. PRIOR TO PERFORMING ANY WORK. SHEET clol cn -� JOB Nn. 2101 -01 _ Z of q O 210101FCIOI.dwq oft .4 t , .-.•.....K..a�..... Baa ,ar. . "" 'k _ .�- ,�""•'er., --+-ELLE ,. - �.uw� "^•,.... ..... _ , l T I i .r 1 T I T 1" ' ..,,- T ,. 1 I I I I i I I 1 I 1 I I 1 t l l T i T III • .�. ��.���� ,. � rt �z 2 s 111 � 1 � �1 ( ! 1 � III ( ( � � � � � 1 � �►� � ��1-r �� � i 9I 10 11 12 E E T 0 62 ; Al 8 B 9 ib � lilah, &II lll ► 1ladiol llll lIU lill�ll llll�lll�llilllllllull ; • • �,Mp�11M1YMNM.•'•,L..wew�.a'...•i "..-:..J!-YMTi M?Ii+Ytl"<YIYF+t yn\.i•+4. ,.u.l' -.SILL�,•tiw.:.WY�V.1�1.1^."w _. ... � _ !• i y Nfi ..+..... ._ ELLE .. ,-...•.y._.. _ ... _ .. ..J r , .. -•.. ... .,s _ .. r. •.x„ .... ..w_. z ...-.._. - -.....cs.+-�.t9i-..Wt ... , . s eu•a s .dC'x�.w•M" T ,.�.RreWnO ., .. ii __ ,. ...c ....-,.w.. .. � -_ .Lev...,.wy,: .,- .•ELLE. ,.. - .. .:• ..- ..•.r-, ..•+diY .., .,-.. T,,.�mtMalz+�7.Kar.+r.,w;ar^,.e-... .+•.»e .: •s..ar+r .. ,,,...,,40... - _.- _ .. .,".•'.+f.. � .,:;vr•rs. _ .�. ._. -_... _. _ __. ,.•.. - ....r ...nr. .. ELLE «.... ..ELLE. .c ,.. ,.an!. -.. u1I t'; r 4 t. } ,r 41• r SANITARY MH I 4 8*pvc fie 8"Pvc (sw)-185 r ,ANOARY MH GRAPHIC SCALE �' $ N PVC (N)- '9.6d ry / I _�` 1„ GAS -- M I 1._ -- �_- SVI� HER Sy' �_ PVc- _____ >~ / ( N FEET ) 20 FT ' NO 4100, w f1C ^ �, / i, _l�/YV`� W `VCONTRACTOR TO COOROINA ''w■i� V W TE NTH ARBORIST PRIOR TO EXCAVAIKIN OF RETAINING WALL. 4 r. I a VPAWING•11 / 23 c o `� r,LQeI ' / 0 I � II 1 1 I Vl cc I �f / / HIOUSE RIM Z 12'PVC (E)-189 I� I / / �� I Q DEMOLITION NOTES _ .J 0.1 EXISTING CONCRETE PA110 TO REMAIN AND BE PROTECTED EXISTING / O DURING CONSTRUCTION. Z HOCtSE I e + I I ! 1 1 I Z REMOVE EXISTING CONCRETE DRIVEWAY. n0 ui � 0 W I 1 1 ., fj � �• I c- � r EXSTINc O + I 11 f 1 ! , L; 1 3 REMOVE EXISTING ROCK RETAINING WALL HOUSE , 94 �, ' I 1 , 1 1 , 1 20, 5 ✓ / 0 O l EXISTING OVERHEAD POWER UNE TO BE PLACED UNDER 0 I a GROUND. W I- 1 Z I - -Iss I I I I I ' / I / ' ` / I O8 EXISTING HOUSE TO REMAIN AND BE PROTECTED DURING 0 z • 11 I I I 'r I ---- ' / / CONSTRUCTION. ti? I � I 1 p � � / --• V) a !i PONb 72Z LEGEND N � - v DRAINAGE FLOW ARROW < Z 0 QGSTING TREE. TO BE REMOVED F" � --1 _ I ! � 1 ,, _— — ` 0400• _.. In li. x I 1 CLOIrW-_ — EXfSTING TREE TO BE REMAIN _ > 109.>i►0• (SI) 1 F_ > I TREE TABLE r� EXISTING I N a HOUSE EXISTING Wa � SIZE (DBH) SPECIES W CA' r HOUSE 418 24" EVERGREEN 1 EXISTING ,� ; 419 17" EVERGREEN HOUSE I 1 1 420 30" EVERGREEN W I 421 32 EVERGREEN sib p" l I I 422 12" EVERGREEN P' 161 423 12" EVERGREEN 424 151, EVERGREENA s ��a �iiri 425 10 EVERGREEN go"fm , I 533 45" EVERGREEN w 1 W4 ftmop J I EVERGREEN 538 " EVERGREEN EEN 00 35 539 " EVERGREEN 0 , 540 7" EVERGREEN • STORM •I n II I 572 18" DECIDUOUS 80 I 573 5 DECIDUOUS 12"PVC E)=185.8 rt-- 574 12" DECIDUOUS j } I 577 8"" EVERGREEN tt 1 / , 642 14 DECIDUOUS _ r Y� 3 TORM Ce I 646 24" EVERGREEN r 655 14" DECIDUOUS t 2"PVC (SW)-187.02Z\ RIM='VC 8A d56 ' ' " EVERGREEN c� „ j I G R i \ I a Q ""_'---- SD STORM MH p � RIM=191).03 17 PVC (NE.p1853T - ss . ss 12"PVC (N)=1A5.38BElater g _ �S�Ftif* S� VELAND ROAD — — 15 .28 o " - w _ SANITARY MH -` Q M 8-PVC (E)-181.13 w ___w 8"F'VC (N)=118.03 W - 8-PVC (w)-177.93 -_..___.510RM CB .__..._.- . Z _ W _ �' r ) • SHEET C102� ------- � Lo No. 2 101 —01 z Q 210101—C 102.DWc y» t wwmRopw Pep ,.""?M7' ,�i, • 7Y°. .,'.t'S' rr4 'Y'v>. .merry.. 'Nt`^n+�" -� 4,; 't� '!' iy r I � i�1 1T�P r�.����` ��rr'Ti nr�ra .: • , �,.....: :� ,:., Tr�� r�r�rlr i'r(�Trlrfr r�r r�� rj�r-�1r r�i �r �r r�I rj-i i rli 1I1 I i x ( ' $ 4 4 r . !� 1 9 1 r10 1�1 �� ' ,12 p • r i' i ! r TAX LOT / 1404 8 NOTES a Ta LOT if 1400 _ _ �1 CONSTRUCT PARKING LOT NTH 4" OF CLASS "B" AC PAVEMENT OVER • � 6" OF 1--1/4"-0" CRUSHED ROCK OVER COMPACTED SUBGRADE. �" t7 CONSTRUCT VERTICAL CURB, SEE SHEET C500 FOR DETAIL. CONSTRUCT OTEXTURING.6 / CONCRETE ADA PATHWAY WITH DIAMOND PATTERN � SW HERMoso O CONSTRUCT 3' PATHWAY, FIELD FIT TO EXISTING GRADE. �/ -- �A Y E- CONSTRUCT STAIR CASE (DESIGNED BY OTHERS). w•a U I INSTALL BIKE RACK. SEE SHEET C5(X) FOR DETAIL �V R OTH CONSTRUCT RETAINING WALL (DESIGNED BY ES). �s INSTALL allSINESS SIGN (UNDER SEPARATE PERMIT). ---- CONSTRUCT 5' SIDEWAIL.K. 10 CONSTRUCT SIDEWALK AT MAIN ENTRY. () Z EXISTING CONCRETE PATIO. 0 INSTALL WHEEL STOP (TYPA SEE SHEET C500 FOR DETAIL . 0 I INSTALL R AL TAADA PARKING AND VAN ACCESSIBLE SIGNS. SEE THIS SHEET �ift }- z I )14 O 14 4' HIGH GALVANIZED CHAIN LINK FENCE. z a GRAPHIC SCALE S IN'�Tf1(,L. (v' NOUN ctae r cE , ti' �oNc�. 0 U I 4 a iimi-- a O t tfc�s P W A I I 3 ' Il7 1 NS�K"� �!/R CdA DIT1o►•�l�+E� U N MP� T $Y OT �./ ,A 3" ' ( IN FEET o d .41 IN - 10 FT 0 W x I 0 W IQ 7 1 z I I ° 14 1 I ^° a 4 \ EXISTING z •a HOUSE Q 7' ° _ - _ — 1 C- W d 5) DS 1LL- O I I � n EXISTING , > I I a HOUSE. a s n 0 d as DS I I d I Q I S 1 TAX LOT / 1605 V�1 a --- ° d 1 ° v'� vdr I1 s'e 1 , RESERVED dP W 1 PARKING a ,�.�oa w AW,M M0011 W loom�Tmm on I = �r ws wr in u�s�oa m�i°�inr a I ' 4 0 �+ I W A 1 900 1 7 e 1 1� I431 a 1 R7 - 8 Q a J j < n_ 1 1� VAN ' I ' ACCESSIBLE d /� F z I / a n 1 7 1- o I �s m d SKIN DETAILS D — I cn 5 /1 gTAX LOT 111 1609 -- —______ _ — SHEET C200 lw TAX LOT / 1608 �� ,� I 0 ,X18 No. 2 101 —01 Z 0 210101 FC20o.DWG ti.. 41.'.f. �. . ,^'Mw'AR!'r'"W!WI►?AI ..- ..'� w,er.•,s+. •un.u•. .....,, , ..r. ..., ,_ ...... _..,.. _ :..:+-.y..a..,...._... ..ir° aid%.!... ,. t rwwlll/OLM•' �'llr'AOK" ... ... '+0!mnewN...- ...:-' ..,:/N!'" - ... .-. ,,._..—_ ... _.., .. _ �,,, n►,..K. .« ., ,Y.b .. � , r" y,,: "°.�.,..ut�'._.i.�.u..., ..,. ..JtfG.: ._...mom-. ,. ;.-. ...,.... •.—,.......;.,.. ... .. .. .. .._ �...Y: � • IT T i . T Ill"Ill1T T TT1 71- Illllllil � 1f11T1111iI11f1TT1 illll 1 I T 1 h Trt T T 1 1 1 I I 1 f -p 1 I 1 j I 1 1 I i 1 I ' 21 3 101 11 - 112 No.w �� 1 1.4 U.11��.111U111W1 .I � l 11111liJ i llllW Il�lll ull llI' l�lll IllllUl � � J , ni'LlCfx:�.tyfala.:uai Y L y . .. .- ..- lana ....... . ,.,.0....... „,.WnY...._ snllrvh•""•^IiT`P'IU/MVwfu.Kww.m . ,. M..a. ---+wr....,w-..- ,.. -a -v. - - .. -, _ ..-..- -__ ._. -. _ _ - _ _ _ - •... t.H. .:..wn tri .+ '.. •"7AlIR7Mo.•eTrwl7lk'n a. _.t•eer.-4•*M' , ..^ ..raRlee-..^'... _ _...._ - - - .. - ... ."-- s - .- _ .. .. ,. -._ _ . , b.G-.- .J L. "+r.. ::•+w.. ..► '^,.int Ar ...w; r. ...,... .. - ._..,. ....., .r qW'.yIi/.i y._,..yp•. *...G..+av2h•Ytr„ .fir—,+:. — :,r ..wr—. rr..,.. - `-< 1P •u.. •!1'. —, ... 'RIM..Wa aL/.'• Y,.l.,^T.... t-:'.EF _ . uY:' M^ f'YrY •L4,YteY1W+C:Y..IMb J .... x., .-.... , r. n,.. • wM w _ .. ...,.. .�1 ty` A .Y.Y 'W y: f:• r. 0 EROS I ON CONTROL NOTES: B 1 OF I LTER BAGS 1. 91OFILTER BAGS SHALL BE CLEAN 100 PERCENT RECYCLED WOOD PRODUCT WASTE. 1 APPROVED EROS", CONTROL MEASURES SHALL SE TAKEN IN ACCORDANCE MATH CITY OF TIGARD S I ZE OF dAG SHALL BE I BXBX30 I LACHES AND WE I GH APPROX I MATELY 45 POUNDS, STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL. EQUIPMENT, AND PERSONNEL- NECESSARY TO AND MADE OF 1/2 INCH PLASTIC MESH. � MAINTAIN SU(::i EROSSTON PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED • BY THE CONTRACTOR AT FNS,IFIER OWN EXPENSE. 3. STAKED SHALL BE 2 2 "X2"X3' WOOD PEGS LAR I VEN THR'kIGH BAGS AND INTO so 2. THE IMPLEMENTATION OF EROSION/SEDMNIEN TATION CONT )L I PLANS AND THE CONSTRUCTION, GROUND TO A MINIMUM DEPTH OF 12 . A MAINTENANCE, REPLACEMENT. AND UPGRADING OF ESC FACzJT1ES IS THE RESPONSWJTY OF THE 3. AT NO T I ME SHALL MORE THAN A ONE HALF FOOT DEPTH OF SED I MENT BE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING ALLOWED TO ACCUMULATE BEHIND SE'D I MENT FENCES AND/OR B I OF I LTER BAGS. ESTABLISHED. SED I MENT SHALL BE REMOVED OR REGRADED INTO THE SLOPE, OR NEW LINES OF 3. CONTRACTOR SMALL VERIFY THAT ALL TRUCKS ARE. WELL SEALED WHEN TRANSPORTING SATURATED SOILS BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. V No. FROM THE SITE. WATER DRIPPAGE FROM TRUCKS TRANSPORTING SATURA IED SOILS MUST BE REDUCED TO LESS THAN ONE GALLON r" HOUR BEFORE LEAVING THE SITE. ® SED I ENT FEN CES: F I LTER FABRIC MATERIAL USE ST I TCtNE� LOOPS 4. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING � • �� 2 x 2 �n FILTERl AND GRADING ACTIVITIES. AND IN SUCH A MANNER AS TO INSURE THE SEDIMENT LADEN WATER DOES NOT 36 WIDE ROLLS 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE ;ENGTH OF THE BARRIER f-FAERIC ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. TO AVOID USE OF JOINTS. WHEN JOINTS ARL NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER MATERIAL 5. THE ESC ;ACVJTIES SHOWN ON THESE PLANS ARE THE MINMAUIli REQUIREMENTS FOR ANTICIPATED SITE ONLY A,r A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND BOTH ENDS '�CURELY FASTENED CONDITK)NS. DURING THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED TO THE POST. p b FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE I I ' 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 9TE o + EXCAVATEDROUGHLY 8" WIDE BY 12" DEEP, ADJACENT TO THE WOOD POST TO 6. THE ESC FAC;JTIES SHALL BE INSPECTED D'%Y BY THE: CONTRACTOR AND MAINTAINED AS NECESSARY TO 3. A TRENCH SHALL BE EX C , ENSURE THEJR CONTINUED FUNCTIONING. ALLOW THE FILTER FABRIC TO BE BURIED. + I w eum 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A 4. SEDIMENT FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2'X7" POST INSTALLATION. IMW A O MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. STITWq IED LOOPS SHALL BE INSTALLED ON THE UPHILLSIDE OF THE SLOPED AREA. FRQNT VIEW SIDE VIEW -J 6• AT NO TIME SHALL MORE THAN HALF THE DEPTH OF A TRAPPED CATCH BASIN BE ALLOWED TO 5. SEDIMENT FENS SHALL BE REMOVED WHEN THEY HAWSE SERVED THEIR USEFUL PURPOSE. BUT NOT NTS NTS ACCUMULATE SEDIMENT. DEPTH SHALL BE MEASURED FROM THE OUTLET PIPE INVERT TO THE BOTTOM OF BEFORE THE UPC-OPE AREA HAS BEEN PERMANENTLY STABIUZED. THE CATCH BASIN. ALL CAT13i BASINS AND CONVEYANCE LINES SHAII BE CLEANED PRIOR TO PAVING. ANGLE BOTH ENDS O FILTER FABRICIL IS TRAPPED THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATEER INTO THE DOWNSTREAM SYSTEM, 6. SEDIMENT FENCES SHALL. BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT / FENCE TO ASSURE SO LEAST DAILY DURING PROLONGIM RAINFALL. ANY REQUIRED REPAIRS SHALL OF. MADE IMMEDIATELY. D Q THE BOUNDARIES OF THE CLEARING LIMIT'S SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER 6. PRKJR TO PLACING ESC MEASURES. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE 7. FILTER FABRIC SHALL BE WOVEN GEOIEX11LE MATERIAL WITH THE FOLL0IMNG PROPERTIES: rn n . PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CON'rRACTOR FOR THE DURATION 0 GRAB TENSILE STRENGTH: 20 Ibf I. B(JEtY BOTTOM OF FILTER FABRIC 6' 0 CONSTkVC'T1ONL TEAR STRENGTH: 73 Ibf INTERLOCK VERTICALLY BELOW FINISHED GRADE. PUNCTURE RESISTANCE: 60 Ibf 2'x 2" POS 1 2. 2'x 2' FIR PINE OR STEEL STA81l iZEO CONSiRIJCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND WATER FLOW RATE: 4 qpm per of AND ATTACH FENCE POSti z (n 10. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE APPARENT SIZE OPENING. No. 30 TOP V, 3. ST 1 TCHED LOOPS TO BE INSTALLED 0 w THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. N UPHILL SIDE (IF SLOPE. SED I MENT FENLE- 4' COMPACT At' AREAS of FILTER FA�t I C 00 RE-ESTABLISH GROUND COVER PRIOR TO REMOyAL OF EROSION CONTROL MEASURES. GROUND SURFACES NTS :D 11. EXPOSED DURING CONSTRUCTION ARE TO BE SEEDED AS FOLLOWS: Z Z A. HYDROVULCH SHALL BE APPUELI WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON = J 0>E O SLOPESTEEPER 1 HYDROSEED AND LIULCH SHALL BE APPLIED WITH A <S BONDING AGENT (TACKIFIER). APPLICATION RATE AND METHODOLOGY TO BE PER SEED SUPPLIER RECOMMENDATIONS. OR � TOP of Z .. O DRY. LOOSE, VOM--FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE SLOPE PA* HYQROMULCH APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY � U WORKING IN BY HAND OR VIT14 EQUIPMENT (ROLLERS, CLEAT TRACKS. ETC.). MULCH H/5 BUT 2 FT. MINIMUM AND %BALL BE SPREAD LlN'N'ORMLY IMMEDIATELY FOLLOWING SEEDING. AND LOFT. MAXIMUM I B. SOIL PPEPARATION•-TOPSOIL SHOJLD BE PREPARED ACCORDING TO (ANDS..APE PLANS, O IF AVAILABLE, OR RECOPAMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE ROUGHENED BEFORE SEEDING BY 'TRACK-WALKING'. (DRIVING A ,cn n CRAWLING TRACTOR UP AND DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS NATURAL OR � O PARAIlEl M SLOPE CCViTOURS) OR OTHER METHOD TO PROVIDE MORE STABLE riTES CUT OR FILL FINISHED GRADE FOR SEEDS TO REST. SLOPE LL_o � W C. SEEDMrG-RECOMMENDED EROSION CONTRCI. GRASS SEED MIXES ARE AS FOLLOWS. TOP OF SIMLAR MXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF PA• SLOPE APPROVED BY THE AGENCY HAVING JURISDICTION. 1.) 10 DWARF GRASS MIX (LOW HEIGHT. LOW MAINTENANCE:): _ H/2 BUT 2 FT. MINIMUM DWARF PERENNIAL RYE GRASS„ % BY WEIGHT N1 CREEPING RED FESCUE, 2OX BY VE I GHT. AND 2OFT. MAXIMUM U APPLICATION RATE.• IDD POUNDS MINIMUM PER ACRE I STANDARD HEIGHT GRASS MIX 2.) ANNUAL. RYE (MASS. 40% BY WEIGHT Tiff-TYPE FESCUE. 60% BY WE 1 GHT APPLICATION RATE: 100 POUND MINIMUM PER ACREpp NATURAL OR • PERMIT AREA BOUNDARY rJ D. FERTILIZATION FOR GROSS SEED-AS PER SUPPUER'S RECOMMENDATIONS. DEVELOPMENT FINISHED GRADEC4 1 AREAS WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A W ! ~ NOIr--PHOSPHORUS FERTILIZER. FA-33- (U= E WATERING-SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS NEEDED. ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER CATCH BASIN GRATE � OR ON ADVERSE SITES, WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE w ADEQUATE. MOISTURE WITHOUT CAUSING RUNOFF. 1" REBAR FOR F. RE-SL DING-AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT ."+ CATCH BASIN BAG REMOVAL I=o�� �+ n°F casae omLI W_EROSION SHALL BE RE-SEEDED AS SOON AS SUCH AREAS ARE IEW NTIFIED, AND ALL R mar AK NOT io a g Apt APPROPRIATE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER, CATCH °r� � .� l '� 12 THE CONTRACTOR SHALL PROVIDE SITE WATERING AS NECESSARY TO REDUCE WIND EROSION OF SCNL. FINES. BASIN SUSPENSION CORDS/RODS �•, • � .:• • 2'x2"x3/4" RUBBER BLOCKS w� � OVERFLOW - 13. (NOVEMBER 1 TO APRIL 30): SUPPLEMENTARY WET WEATHER EROSION CONTROL MEASURES SHALL BE '�':r y EXPANSION RESTRAINT USED. WET WEATHER EROSION CONTROL MEASURES SHALL BE PER CITY OF TIGARD. STORM `. PIPE-- 14. STORM DRAIN INLETS. BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE FILTER SACK r' COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. " • FILTER SACK 77 15. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1. r o 16. Esc MEASURES SHALL BE REMOVED BY THE DEVELOPER ONLY *NEN VEGETATION IS FULLY ESTABUSHED. INS�SACK INSERT SACK 6 j FRONT VIEW SIDE VIEW a Q JoT•E: RECESSED CURB INLET MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER FABF iC INLET SACK TWO BE DETERMINED BY MANUFACTURER. o a INLET PROTECTION m NTS D V) g � u 9*4 5; [L Z SHEET t� C301 I V) 5, JOB N0of 9 . 710 i —01O _ --s- 2 l o l o l-c3o I.DwG � o . _. ._.. ...,... , . , ,..., ,.,. ....,.•a,;•ux a:e,.tFr-•�n„ .e;n_.. , , 'Opt. .-ee. ...,sw,..: ... .,...-...d..:9t.d!cL•Y,,s.-q.. .•... .. ;...,, .: •. 'a,..L � X1'1'.. � ' - ..-,..y y. 'r,�.n.APi�s.YGN1 '..ti,:,<:..;•..^LVPW rR��, u!. C .. .. �� - - ML � ir rTrr 'Y�r TTI rj_fjTjT Ir ry rrtri��IIrIIIIIlri � tlrinri�tJilli� I �11)I� rI r� . I �*� (� `�9`!11_111 �r 17 I C I 1 l �, I I I ,'� 11111111C'� r No.36 u g � �. B Z 9 B iE TIM „• +N w 41 ' •� _ _ nYi;r. ,.. ._ .z” _.....�.•a*».-..wae.arr,uwdr.a:r+sw..N ....,4.re-a..._. s¢,. ,...r rates✓a,..s...�n,.w._... ,..u..!M....... ....rJ►m .a.•:w Ae. .fstwr'Y�.iw.b.+w.w.d. rx.AMbAI+ ..,.. «. ,. , . .. ,..: • ,S...ee;r�1•.+. ,.•G.2.ta!"•w•r.J.. �•='+�f1..t 1Co..u1.:.+i+M�IV.f,71L:u.N/R.ta'.IeY.•'!'Jlr _ •.. ..• -; �' __ _.�. :�?r.,..W.,-nsr'• m•c^•w:.7lMrlr..NfrN'+.v'pa ,.�.r.q' -__ - - ., a •riw w..rr.....v...,nr.+++.:..+•.a..n.wh.,r•.::aHRt.rr..p-:•f.+rtfvr...ll�.r'•.vNs[ra.r�J•iYr.+► w�M�Y.sw.n+r�••..••.,Ss...2....,:..«1rs�!.nfinR<.TL+.w+......,u. .••.wt../.. . Vrmrrwww, .—•+..ti. !.�•.-•Ml.r'.M+NI.,..aw.«c.Yn r... .-.Yr .w.r•..•ter .-..Wr.�+a+ecn.r.-e ..,ws+w.+m.•F`v+N ��Gf� h:;s 4, r f ue H : t t I C a EX-SStMIH-3 Ile ---- c____._• G G— c U G `� / —�"—G Ss / c,S ss _ 4 cn ss ----- ___ SS ss -- SW HERM SO WAY -- Ss —_. ss _ EX--SStMIH-2 �_ _ SDMH-4 2 STORM PuSUC) --- - GRAPHIC SCALE � c p i 10 p 12" WATER (PUBLIC) 12� x 4" TEE AVAA, � � " .. 12 BFV ( IN FEET ) 0 C2 - -- _ - 12" PLUG t IN • 10 FT�� - cv / \\ • �►' �.rV��.w ----- I N 4" GATE I VALVE _ Z 44 0 CIP ° ``a-- _ -�w- w W 1 4 °H 2 I i ° ° —�,. 11 I s Q ° ° — — 4" DI WATER (Z! UBUC) O I �' , -- - '� - • CONSTRUCUM NOTES I I }- °/ �= I �j INSTALL DEEP STEEL CATCHBASIN STORMFILTER, SEE C501 FOUR DETAIL. I !I A a INSTALL LYNCH STYLE CATCH BASIN, SEE SHEET C500 FOR DETAIL, : IE 194.72 I f ° 80 STM O3 CONNECT NEW 80 SANITARY LINE INTO EX. 60 SANITARY STUB. CONTRACTOR () 0-• O 8.7% I TO FIELD VERIFY IE AND NOTIFY ENGINEER OF ANY DISCREPINCIES. IE-187.77 z c� 4" PVC STUB PROVIDED FOR WALL DRAIN CONNECTION. �- !!^^ 4 STM T U) LLJ L N I �� O 2.1% ° I ��-- =---•- EXISTING Q -, wV ° a V) co a 1 HOUSE 0 SD CL I 197. ° ,� 0 / / / (� ° I DS 4 wv ° I I ° 6" STM - -_ 4" STM 1 LL- 0 O 3.6% _ O 2.60-1 . d O ® IE-11W.67 °Q _ EXISTING ° I�- �, HOUSE Q -- I Q 4 1 U ° ss _ 41 IE-189.25 , STUB ss _ 1 1 DS . ° tq r EX. 10" STORM - 1 r� N 6 TM ° Ix cl r a O .5% 0 1 ° 1 6" STM / c W v> i STORMFI CB •5% a + ° O 8 OS-198.0 I � Sid DS-198.0 ° U -----6s IE IN(E) 189.03 � 1• 14 199.03 d I ° _ 4 lut��o It�aoiw��r 3 I P CMI eror� �c.ma ° STD R ° 8" STM flsto 3 3 CRO NG 0 53 ° IE-189.33 8 .SO ` 1��191.78 O 2.0% • a I IE-188.16 (6".SS) ° ,1R� d 100 a I c� 1 I IE T-11.38 19 0 ° I 3 0 `�-` POND N Lo 49 �- a 0 INSTALL 4" PERFORATEQ PVC STORM �- ° w ► P.PE ON THE UPHILL SIDE OF THE BASE OF ALL RETAINING WALLS. ° e Fa I IW Q --- Q Cm 3 I V) gun 0 Li 3 I r - cr a ss ° 1 — — ---- _ _ SHEET (3 C400 ' :3 N0. � W - 2 101 I 0 0. a 2 i o 1 o i-c400.owc H , �:'^wkHfttu .n +ne. .w^p»'n,•airan „ aerr Baa?+, n, N - - IT11 � ,97 1rrl 111 74 rri r�r Y zj r +�I��7 1rlr(r8r�rlr$�r l zrlr I r�i��Ir1 iP11r11�rIr�rj� 3 Y ft.36 111111111 Mmud,11,711,11111,111111 glillilill I '�u 1 lllJlJll�ll llll Wl ,, • w (+�. :: � • waOMMwiila .art4.L ..•9•/'.'VGG'+R'..7!".71 A•'•_.wdr..rM'u.. �� / •r„ • ...,.,.,,�ae rf"'�wn wsa ..., ..mss•;,.'.. ... ......: a.. +•......w.vr:sur.ai..:.a.a.+cn• o .,..,,.fSr.l-«r...: :,.mew ._. ..:,wz,+isr•.- .-r.r ..+... . ... ., .,.. •«e.w►rrr,r-+«ra]W-•..w.•R...••_.-..:...-.w a....e ..: r..e.. •r•.rsr.►r.. r..' ::.r.:.•wa...wiwss.,wr.+on•.w.-•w.aM•ovwAr+uw., .. .. .4s _.s..•.:- .,.n12.c.:Cnar+hry,•,..•m..• ,•.. -..wa:.s.rd.-or+].wu......-,w,. + .t•-.Alit,•.wewa.ta.nAaea....-•n.un.,. ..•sa+.w:.-n�rt,-a•.wabaw•wrv ?..r-^..Ma.xd.:.^r....r1M.amt':.,1.*...+rL.te'•- . --....•C.v, .a+lecCJ.`.'.:.::,e.u...Mtw.+rr.rw...w ityw-:la+>..•A.•ti• SiMiMM",r.•y1Y.rr;sl -Mme.+r..+u..::.t• •r.r • . -` jW w'T h. .1 w Y EXISTING DRIVEWAY _- •� a MATCH 1MDTH A GRADE A .-,.. a SEE N07E 3 � OURS JOINT ---- _---.g. MIN. SEE NOTE 3 ROW DRAINAGE BLt�I(OUT 6 30 I.D. SCHEDULE 40 • DW (ABS OR PVC) SEE NATE 4 PIPE W/COUPLm a� MIN 2X SDEWAIK • • ? _ 1' BATTER1*6 v CAST IRON COVER v $ RW 6 INr• tot AC OR CONCRETE PAVNdG LANDSCAPE NOTE 13 SEE OR OTIiER SURFA:�NG •!. 1 r r OF 3/4'-W BASEROCK : . . • . .: • . • t SEE No7E 2 -- • � • 5�111P sT� --�r--- COMPAC'TED SUBGRADE �s•. . { � ` f r 1� a%•r&MAX. � � i ro • ♦ a fir BASE COURSE-•-� A SIDEWALK ADJACENT TO CURB 24• MAX %+~ 10• MIN i I ` CoNWIE PAD REQUIRED d $� CLASS 3000 CONCRETE .,�.�`-- -----S' wf+. ROW PLAN MECF+ANICl1L P'LLJG-�-- w PAVED AREAS ONLY � �.. 1. FiOR USE ALONG MEDIANS, OUTTERS MAY BE FAIK ED 07" PR10R �.�/� ,M APPROVAL FROM THE CITY ENGINEER. ._____L7 t �•■• r�.� • `.w � a1 RQAD 2. OONCRM M HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS 3/4 POF CUf2JR8 JECTO TIS _ CAST IRON MjWE & EINANSION JOINTS: r OF 3/4•—W 811SE110CK A. 70 K PRO'YMM. 1 AT EACH PONT OF TANGENCY OF THE CURB. Z COMPACTED St180RADE 2; AT EACH COLD JOINT. O •' �` ' � ;• � O SIDE NALK AWAY FROM CURB 4) AT EACH � OF ORIWWAINLET AYYS.ICTUM� . a• x 60 10 GA MESHLd NOTES` 5) AT LOCATIONS WCESSARY TO LIMIT SPACING 710 4S FEET. SEE NOTE N0. 4 ir y" AGGREGAIE 1. CONCRETE SHALL BE 3000 P.SA. AFTER! 28 DAYS. 6 SACK MTU(, SLLiAIP RANGE B. MATERIAL CI OE PRE--1/2 Imo. ASPHALT IMPREGNATED. NON EXTRUDING. SECTION A-�A o/-co cm PrAcIT� e OF 1-//l" TO 3". NTH A TWNCKI4ESS OF 1/2 NCH. - 4, CONTRACTION JOINT& --•- c�NCRETE 2. PANELS TD BE 5 FEET LONG. A. SPACING M BE NOT MORE THAN 15 FEET. NOTES: �-- B. THE DEPTH OF THE JOINT SHAH BE AT LEAST 1 1/2 INCHES. MECHANICAL PLUG z 3 VWTY ON JOINTS 71D 8E PLACED S. SAES OF DRIVEWAY APPROACHES.;,, 1. CONCRETE COMPRESSIW STRENGTH SHAU.. BE A MNUMUM CF 3300 P.,1 AFTER 28 DAYS. � UTNJTY VAULTS, RAMPS. ac AT SPACING NOT 110 EXCEED 4S FEET. S BASE ROp( 2"-0 OR 3/4`-0, 95X COMPACTION. BASE ROCK SHALL BE TO 0 SUBGRADE OF STREET SiRUCTUiRE aR r IN DEPTH, V**CHEWR IS GATER. 2. CURB JOINT SHALL BE TROVNELED WITH A MIN 1/2" RADIUS ALONG aACK OF CURB. 4, FOR SMEWALX ADJACENT TO 7HE CURB AND POURED AT THE SAME 70K AS THE REJ � � U Ci IRIX THE JMT BETWEEN THEM SHALL BE A TROMEIED JOINT NTH A MIL 1/2" RADIO;'+. •. 50AIN1AGE ISLOCKOUT - 30 i*..AME'1ER PIPE: 3. ExPANSKDI at CONTRACTION JOINTS SHALL BE 1/2- PREMOI.DED ASPi1/1LT 81PIlEGNA7ED (AIS. SODEWALK SPIALL HAVE A MINIMUM 7HX30�SS OF 6 INCAS IF WOUNTABIE A. Zr LD. POPE 07H COUPLING. MATERUIL OR EQUAL MENDING FROM � TO FWNSH GRADE. 0 j CURB IS USED OR F SDEMALX IS INTENDED AS PORTION OF DRIVEWAY: B. DRAINAGE ACCVSS THROUGH EXIS71ING CURBS SHALL BE CORE DRILLED OR CURB 4. d• x 8. 10 GA MiESH REQUORED FOR COMMERCIAL DRIVEWAYS ONLY. CLEANOUT F•— OTHERiMSE SNDEVAL X SHALZ. HAVE A M�iUM I OF 4 INCHES. SAW CUT W471CALLY td" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. t ORAIN BLOCKOUTS N CURBS SHAD, BE EXTODED TO BACK OF SIDEWAU( WM 3r OIAMB:IER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF W ULOYER PIE40 MW (ABS OR PVC) WE A 2% SLOPE. CONTRACTION JOINT 70 K PLACED AND A MAXIMUM OF IW FROM PROPERTY LINES �� � W ALL CLEANOUT MATERIAL TO L!E SAME AS Ca�RR1ER PIPE. ,��.r: w,o scxE �*�.,� NO SCAM aA� "0 9cAI.E W o10al.ro ov0T Ao�rsn" P. °"e"ns CONCRETE ewamwn oo►�r AOIaII" P. ouE"As oro lsro ooNrTuo1T � owc. W. a,,,,,■„■; owc. "o. STANDARD DRIVEWAY D� NO, 3. > �a w��� STANDARD CURB +aw•Tama�*IaWsm RI tans u�Ova w % m °�°""" ALY X001 SIDEWALK07m ;� g�No*„n 1 2 O '°, „n ,u1LY X001 1 2 6 fi w/LANDSCAPE STRIP 141 aw or TiQI1Rr) cmr or Impm an a Ti m TYPICAL CLEANOUT SECTION wM WMAIL ax wM ANWOOt MR e�wew iOS Q V �.o 3" 72" Li 8" O 0\1 0 0 5 1/20 5/8' • NOTES: HANDICAP BLUE SDE VFW INSTALL WITH 120 GROUND TOP VIEW Go SPIKES (AC INSTALLATION) 6 1 PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY o!, o PRECAST C 3/4 R - E ONCRE I E WHEAL STOP NOT TO SCALE RESURFACING TO MATCH EXISTING PAVINI SAWCUT SECTION. SAW CUT AT LOCATION OF JONT a EXIST. A.C. 00 I INN SECTION RESURFACING WN tlfs>uM�IM IM INW0111' OF X CDNWTMM W.& _ M[war10K�MNio 00 n 0, c l� 6 r 013FT.a 1w tt1RTiO1 _-- - - / // -_- III ._.r ! I I �OF to METAL GRATE--RATED FOR HS-20 c ;p^ °e ,°�° -- ._ I i --=� I / - APPROVED °°°� °° �•°° 1 1/2"-0• CRUSHED ' ° ° J NATIVE BACKFILL 00 CAST IRON PIPE SLMZ. CONNECW = AGGREGATE BACKFILL -' / (COMPACTED) O PROVIDED BY LYNCH CO. 4' OOMPA+CTED TO 907G n 8" UFTS 92X � � tem �► _ MAX, DRY DENSITY MAX. DRY DENSITY t °o �� A!TfM DI 557 `g 9.75• . e--- ASTM D1557 TRANSVERSE EXPANSION JOINTS: I. TO BE PR(MDED AT EACH POINT OF TANGENCY ON THET7 CURB LIMIT THEAND SPACiNG REQUIRED AT OTHER LOCANONS AS MTO A MAXIMUM OF 200 FT. _ — ► -� " ' ° ° — iII — III F ao 0- 2. 2. MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL PIPE ZONE 4 WITH A MINIMUM THICKNESS OF 1/2' - ` III =-� i I En 0 CLEAN UUr V aQ I' 00 n °' llli� lll -'_ _._ SWAM I � .f.. PIPE SIZE TRANSVERSE CONTRACTION JOINTS: BEDDING IE AS GLLEO BAFFLE FLAW 1. SPACINT TCO BE NOr MORE THAN 10 FT. _ •r °a ° r m OUT ON PLAN 2°-0" ROUND OR SQUARE SHEET 2. DEPTH OF THE JOINT SHALL BE AT LEAST ONE F'OUR'TH NOTE: _ -- III -=- III � I I - 3/4"-0 PIPE BEDDING �_ METAL CATCH BASIN -- DEPTH AS OF THE CROSS-SECTIONAL. AREA. - i I I ! I! -- III AI�jD PIPE ZONE MATE�RIAI W REQUIRED. COAT WITH ASPHALT VERIFY ALL EMULSION INSIDE AND OUT. AS CONCRETE COMPRESSION STRENGTH JURISDICTION RUEQUIRD�EN W/ � MFG. BY LYNCH CO. OR EQUAL 1. TO BE 3000 P.S.I. AFTER 2.8 DAYS. PAN WALL TO BE 16 GAUGE. PRIOR TO START OF N Q CONSTRUCTION CAULK SOIL PIPE INTO HUB. USE o �_ D.I. PIPE UNTiL 18* BELOW GRADE. CITY OF TI G A R D W - Z CATCH BASIN SECTION VERTICAL CONCRETE CURB TRENCH BACKFILL DETAIL BICYCLE RACK aSHEET NOT TO SCALE NOT M SCALE NOT MSCALE NOT TOSCALE C500id ,108 N0. 2101 •-01 � Z O 2 10 10 1 FC500.DWG ,r+ .. _.-___.._..........:•...v«..ww>...•-:r„•►- , .R4iM"';ae Mw+4fp`i^,»"Mr'rtr v+ay-,n.,t,..,. l 1. 1�'r r . . _. - .. .. _ —£�•nF11I..i .'"TOA'-� — .. _ - .-., +�,1 .. 11 +�t4.L.. - MFMI..VI':0.�..!.M.•r. . yA ., ... -.« ... ... f! __ -`!aC', ...l , r,.:\,,.'YI N.i.'.r'.`/M!`.ff...r.'r.. t _l. • r�rlir�I. rJiir (ir `tmr�i�l rltlri < -�..� r�r�r TiriIIl Ill,lll i�r�r�l IiI�Iir �ir�r�r r1r1111 ilr�t�t firITTr1911-1111Z I 3 4 ' 1� 81 ti ,12 ..% � +' M611MIIMMMEN••Iv No E r � ;, 1llI lila ui�u � '�i � � i � uilllll 11111 li ll Ill Illilllll !!!!1!11.1 , If r r i/Ylrw.. .,w.w.«,, .-, .._ _: ,:.-s.r..s- .:.:. sw....w:..►,r. .. m'. a w.wn..r.......-�.r...+,...a.. s zzs... ...eWr�r .ner.a.• ..w .Wjd sr ,. .« ...._ we.z.wet •w� ++nw....-,..:.-+ ...m'..w .me•..w, , ayr +�':W1•.. 4a_we .- erf...0 .,.�, ...._:.._. -u�'.:-.r•.'s.ra2r.-rG A:r..L:«+..u:....�.r..r.r.a''0wur..ybw!w,•m.+,-�Y`xtL._.... —_.__. ....::+.....rw.-.w1k�'JiV'n>asw.r.lsr!Ar.'.�!+raMK'r'rT.n'.�h::.v .r-+..,--. +^'y .-•,wy..r _ _ w![ _ -.. syn!lr._...,,..wat 1_ +elm' .......snYlo.lr..rw, a: rro✓I.e..a.v1w- i L,. i An' t I1 GENERAL NOTE5 r w B C 1,:)TORMFILTER BY CONIFER 5TORMWATER 50L.UTION5;FORTLAN,),OR(800)548-4667;5CARbOR000H,Mt(877) 2 2 PERMANENT POOL 907-8676;LINTHICUM•MD 1740-33 18. p 4.2 OPENING ELEVATION 2)FILTERS TO BE 51PHON-ACTUATED AND 5ELY-CLEmilNG. W .r OUTLET Salle 3)niFEL STRUCTURE TO BE AMNl1FAGTURFD OF 1/4 INCH STEEL PLATE. ( 445) 4)5TCVtMPILTtR REQUIJ 3.3 FEET OF Mill FROM RIM TO OLITLIJ INLET SHOULD NOT BE LOWER THAN OUTLET INLET(IF APPLICABLE).4N0 OUTLET PIPING TO BE 5PECIFIED BY C•NGINIJ AND PROVIDED BY CONTRACTOR. 10' G' 5)C95F EQUIPPED WITH 4 INCH(APPROXIMATE)LONG 5TUQS FOR INLET(IF APPLICABLE)AND OUTLET PIPING.STANDARD OUTLET OVERLAP I'-5 I/4' r STUB 15 8 INCHES IN DIAMETER.MAXIMUM OUTLET STUB 1.5 15 INCHES IN DIAMETER CONNECTION TO COLLECTION PIPING r - CAN Bt MADE U51NG FLEXIBLE COUPLING BY COIfTRACTOR. WEIR WAIL 1 6)FOR H-20 JRATING,CONCRETE COLLAR 15 REQUIRED.CONCRETE COLLAR WITH QUANTITY(2)1ARS 4 REINFORCING GTO - g VARIES IM PRCAADED BY CONTRACTOR. _ 3'-3 5J8' 3'-3 5/8'MAX- + 7)ALL STORMFI`.R9 ILTREQUIRE REGULAR MAINTENANCE- REFER TO OPERATION AND MA.NTENANCE GUIDELIN115 FOR MORE INFORMATION. A s• 1 -CARTRIDGE DEEP CATC-HBA51NE'1 SLA • 4 1 G SFORMFILTERDATA 5CUM DACE TURF ID WATER QUALITY FLOW RATE ch 0.02 „P ~ IJ STUB FLOW R/TL <I.8 ch 0.23 Ca ' ► '� OUTLET 3TUH J 2' (OPTIONAL) 1RN PERIOD OF PEAK FLOW 25 A. �U �. 7 • R (SEE NOTES 445) IN51Ot (5EE NOTES 44 5) CARTRIDGE FLOW RAIL 15 OR 7.5 15 __:. . •� _-_ -- -- MlD1AT1?E CSF PERLTE ZPG PEROI.RL �_ •r 2.0 OUTLET I'll M ELEVATION 192.33 REINFORCING DAR! FROM UNDERDRAIN 2'U I/2'_ _ �(7UT51Gt � FIPE DATA: L.E. DIAMETER � A• INLET 5TUe (5tE NOTt 6) (xE I���s 1-CARTRIDGE CATCHBASIN -f-;:TIG:N VIEW B MET STUD 189.03 IO' TLEr Sn)e 1189.031 10' 2 )RA N 1-CARTRIDGE CATCHBASIN -F7LA1�VIEW_T1 OUTLET OUTLET 1 LIFTING EYE INLET WINLET INLET GRATE 4'0 r ACCt55 COVER (TYF OF 4) 5lOPfD LID YE54WO � z OPENING 2 I/2' COVER 0 NOTDF_`*'SPE AL.RF.ARPMENT5: — - ' W INLET GRATE ACCESS COVED Of CONCRETE COLLAR _ .�..�.__ .-�------._ .---- - ------r.-- (5CN NOTE 6) • "• A 4� e OUTLET STUB • .'• •� • (SEE NOTES 445) Jill PERMANENT :� • w POCK ELEVATION • • • I'-G' IN51DE RIM Z 5TOKMFILTER CARTRIDGE (TYP) CLEANOUT ACCE55 CARTRIDGE(TYI•) 5LIPNORT ••• " , :.J PLUG ON WEIR WALL— (5tt NOTE 2) UNDERDRAIN • ° e MANIFOLD • 4 . + . .. 1rroe—' -1rLDE 1-CARTRIDGE CATCHBASIN -SECTION VIEW (CD �4-4 3/4' 2'4• 2'-4'INSIDE RIM INSIDE RIM ��4'-A 3/4' IM 5TOIlNT 0� •� Q(fTSIL'f. THE 5TORMWAT[R MANAGD.RNT III[STfMA1WATCR IMNA(XilMi molof t" QlIT51DE RIM ,i.9.rAT%Q No.5,5.'2,L29, 1-CARTRIDGE CATCHBASIN-SECTION VIEW A u 5 rATSIT No.5.?22.6". U 5 FATM 5•322,c29. No,S•TO7.527,No.M2.(. 9, 'M 1 w 56 9.046 ,o:s=;.Sic. N.m.1AA 00.o 5:124371. 1-CARTRIDGE CATCHBASIN -TOP VIEW 1 ,b.�..107o+e.N,.s.c27.r.39 (V• AID(7f11Ot U.9.AID rolTrwN AND ornek U.9.AID fORtIGN Al OILIER U.5.AND iOK6 ppm 0Skwnkr�4r.aAbA tr FATEMM Mill 02M I SWm Mw S okAk Eli FATBIT9 MOW 02006 COPITECN Sk m v*W 9a1 ill 3 FAIll F0Ii 7 001TECKDEEP STEEL CATCHBASIN STORMFILTER DEEP STEEL.CATCHBASIN STORMFILTER DEEP STEEL CATCHBASIN STORMFILTER — PLAN AND SECTION VIEWS SECTION VIEWS 2 TOP VIEW, NOTES AND DATA S1n01rN1AM�l STANDARD DETAIL- 1 CARTRIDGE UNIT STANDARD DETAIL- 1 CARTRIDGE UNIT � _ STANDARD DETAIL- 1 CARTRIDGE UNITso oom*42 wmwwA M DATtt/1IIIIf 00"01o1! ftAwA&cwS4DDR 0ft"ft m Ot��cAM aet011nbtkwlllrae� OAT11:ttp1� MMIJI:MOM /UIMII:C11ilil Tt DRAMM:Mo Chill AM ootM�alrlotttrrllrjam OATIE:11Atp6 �CAILMM puket:CM/1�OTL OIIAY1ftumJ;' � O w (Y- 0 L r� V F- 1.L Q F V b 0 �eL 04(g`W Z !CA`C7~ M9 pp W laJ ID u7 O ac W JIM PPS w IIM 0RAIIIIIIIIM ILK EAR 1111111110111i OF litMR OMLTAMR(ILII:(SM NO AK MDT 10 K WOMM AI AMY rM6lt DWI VIM M 1111111TOJI Poomm I Or so K 00 Q m D U) WW J (n F- 0 W z JIM SHEET C501 u) JOB No' 2101 --01 ­ Z Of to 21010 I FC501.DWG `— ♦b.. - M r J . 1 �t iP I� low • .r ^"?� .... ,r •;ra Su'R'^tc"-:'- -. ...,,,.tt ..rta.*► w - .. .».. �.•,nr.--+I:,,.p,;.,�w.�....''�i.�xr'„++i1'�.t .;wry�.+irr j,.naig.`aHn..gipy:,• ,•h► ., yr«rr,'-.-.� .I�ii�l►-_.-__._......_..,.� II , .� 7-1 rII I T�7 � PT 1 �1 fiTT (r� T r�r�r�r 1�r�r�1 r�11t�r I;r1r�t t�Tjt �j �j��P �j11�t I�I�I�I M I •, f '�14 l ! I 1 1 ._ 3 21 a� 9 10 t t _ 1.12 No.36 8 LNNW I tIg x `1 F � ... �l« l�ui uluu.uul� Flu Flu u�ui u�l � �i �uu luu 1� uul uu. »u� luliil� . ,� • � �Ni��. all i �i t! , � rel • • • :• 1 .r� � w+.i•-s...rrar�... ....n..r...-rr..rr•..w-rwwonrt....:1wr•aw.r-r,,.�•:.Nrsr 777 .;r .•r> _n.'R--wa.rR_-.:r9-fw�w^wr..r�•dIwa.» A . .....+r.-....SS.-i.-.•.....Y'l.ari^ lr..M9:!t....:yy..: •.'Y.Gtt dr. 'w,t .,...ter,-. -.r•,,,-'�"+.+•+wN!t"'•b..••oMrr.+r... •+..:wrn, '..'r�•Awa:xsWW�'ir!'`v.r':1.?rw.ww...as+frgl►.'.0 xrlwr, Z4-"1...nRYaale..«ltltat::.✓74C.i""Tyr'A'.-•117YMer1�:wsL:-�r;Ti.6CK.�s..w,.+l,sse..•w•.,.na•r,--Lnw,i.'_.u.'T."Zo1r -....-.•T,,... "Ye:1+w•wv,.swm1^-•.TF.• sR�vrw.'ua+w,ru�.<'+•�••••. .q••.^s ,•••-}..••• - �C•` ""'_" _ . •..•� r....+ r..- - rw..u.r.. o.wvsa/c Yak.rr.,7tw iT- :�aE' w 4 sw •1i r l, 4 PLANT LIST: SYM. LA CIN NAME/ Common Name SIZE SPACING GROUNDCOVER & PERENNIALS 204 RCE RUBUS CALCYNOIDES "EMERALD CARPET" 1 gal. 3' ,).c. 0 Emerald Carpet Bramble � 27 ROP ROSMARINUS OFFICINALIS "PROSTRATUS 1 gal. 2' o.c. Prostrate Rosemary SHRUBS 7 EJG EUONYMUS JAPONICA "GRANDIFOLIUS" 5 gal. 5' o.c. Japanese Euonymus 1f 46 EJS EUONYMUS JAPONICA "SILVER PRINCESS 2 gal. 3' o.c. f f Silver Princess Japanese Euonymus II 7 NDF NANDINA DOMESTICA "FIREPOWER" 1 gal. 32 o.c. 0 Firepower Nandina II 1 PJM PIERIS JAPONICA "MOUNTAIN FIRE" 18" ht. 4' o.c. i Oc Mountain Fire Pieris , —40 - RCE 4 - NDF- Z 9 VD VIBURNUM DAVIDII 2 gal. 3' o.c. David Viburnum ,/',' /'/' ' ` ' /',' /',' -``` TREES �\ / ,/' .. •,_ •''' '/''' ' ' ' _____— 3 CKT CORNUS KOUSA "TRICOLOR" 6-7' ht. As shown �� ' ' / Tricolor Flowering Dogwood 5 ZSV ZELKOVA SERRATA 'VILLAGE GREEN' 3" cal. As shown Village Green Zelkova LAWN ? ! _ 4 NDF 15 -RCE 36 - RCE ;/!/ E 33 -RC ,', -EJS o 6 - ROP E ,. '� - N • '' 6 -ROPAI, �t ,' - o I 3 -NDF 3 -CKT ' / � • ,�, 5ZSV 21 -RCE 01 22 -EJS a 4 -NDF -elf- 9 r 1 -NDF '9 RCE 5 - VD 8 - }_ _ EXISTING en X 4 -RCE HOUSE 7 -EJG o "' 13 -ROP 4 -NDF — 2 --ROP 5 -EJS 2 -EJS / �1 ,/, . , 4 - VD - _ 0 19 -RCE 1 -PJM '/'' / V) EXISTING :� • 4 --RCE z LANDSCAPE O 13 -RCETO REMAIN cc z —J ' o C, /N I a v Lv IL LA- U� V) Z < Q f J L) : DATE 4,1 .00 SCALE 1 + �+ AS N07M ` DRAWN CHECKED -- KP JL0 1 f - SHEET NO L4Aff=APE fL4N SCALE 1" 10'-0" L1 r .L - �. rrfr�l1L�i Ffir. ri7♦ 12 17 X111 4 llglIlj1l �g� I � T �10 l��'1�1i1r rltl1rl1r�ii�ll�f iii r1i2li� Yti:�, � � _~ro' MwnMyR11001I1 �7... No. 36 j a. ltll 1111+111111111111 111111111 ll lllill � lei` 1�iiJI1u�11111111.I 11111 u11u 11 u1 . 1111.111 llllll 11111. 1111111lltllll 111111 1 llu 111111 1llllllll • • _ ;�.:. r,