The URL can be used to link to this page

Plans Sf120 10-00002 SONIC 15336 SW PACIFIC HWY oFFictE CO 01 S®N c,' S O N fi (..) PROJECT DATA ., ..-- ,Th L -81I, , 0Y4 _ t ______ , 44 i / - ;r) *CV '- -- ,&R OWNER/FRANCHISEE C0.0 COVER SHEET 0 T EL COMPANY �"°��' i ,, �� 2°\a Know what s below. a0 o THE WS S co g SW ST CO. I GENERAL LEGEND V Call before you dig.JEWS WETSEL l G � Y 9 2123 NWALOCLEKDRIVE, SUITE 1203 C i.O TOPOGRAPHIC SURVEYAND EXISTING COND/TONS PLAOt p P R H/LLSBORO, OREGON, 97124 p i �� ,N °FFss NOR Cl. I TOPOGRAPHIC SURVEYAND EXISTING CONDITIONS PLAN �� N EER %2 503.617.0175 REF 6� 17• EG', 1 � 14013PE r 503.961.7256 5� • C1.2 G ��/• SWKABLEST i /, C2.0 STREET PLAN& PROFILE „0 ,,, ,,, ARCHITECT C2. 1 STREETPLAN& PROFILE 97- �26,19�b v- 44(1% VE/TARCHITECTS PC ,e,.. TIGARD,OR E Zg1d ki C2.2 STREET PLAN& PROFILE FRED HARRIS 'TO G� #11 EXPIRES:(Z,�3��ct C3.0 WATER, SANITARY & STORM SEWER PLAN 3095 RIVER ROAD N KEIZER, OREGON 97303 5 'SWOURHM oAD C4.0 TIGARD TRANSPORTATION DETAILS 503.390.0281 0 i '`- c C4. i TIGARDWATERDETAILS 503.390.2459 d D® & ci3 EDG3DW®onG0 1.-- _ S M KNG CITY,OR � .� - z S M EC I COVER SHEET EROSION& SEDIMENT CONTROL z CIVIL ENGINEER EC2 CLEARING EROSION& SEDIMENT CONTROL PLAN (7 MACKA Y&SPOSITO, INC. VICINITY MAP EC3 GRADING, STREET, & UTILITY EROSION& SEDIMENT CONTROL PLAN c BRIDGET YEL TON 29020 SW TOWN CENTER LOOP E, SUITE 106 CITY OF TIGARD OREGON EC4 DETAILS - EROSION AND SEDIMENT CONTROL WILSONVILLE, OREGON 97070 LP I IRRIGATION PLAN 971.224 2226 /5300 SW PACIFIC HIGHWA Y 971.224.2227 LP 2 PLANTING PLAN LP 3 IRRIGATION DETAILS w CITY OF TIGARD- GENERAL CONDITIONS 25. THE CITY'S INSPECTORS MAY,AT THEIR DISCRETION, REQUIRE PROVISION OF TESTSAND/OR REPORTS FROM THE PERMIT Q 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OFMA MATERIAL OR CONSTRUCTION ADEQUACY/ LP 4 PLANTING NO TES & DETAILS o STREETS AND HIGHWAYS", US DEPARTMENT OF TRANSPORTATION, FHWA, 1988 ED. COMPLIANCE SUCH TEST/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS'EXPENSE. 2 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR INACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION 26. THEPERMIT HOLDER SHALL PROVIDEA COPYOFA PROPERL YEXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR 0 AND,ALSO, INACCORDANCE WITHA CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPYOF THE APPROVED EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER z SATISFACTION. 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BYKUPFERTE FOUNDRY, ST. LOUIS,MO 63102. THE SAMPLING TRAFFIC CONTROL PLAN SHALL BEAVAILABLEAT THE WORKAREA. 27. EXISTING MONUMENTS, PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BEAT THE STATION SHALL BE2'--0"BURY, WITHA 3/4"FIAT(FEMALE IRON PIPE THREAD)INLET,ANDA 3/4"UNTHREADED HOSE NOZZLE ALL > m N 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL SAMPLING STATIONS SHALL BE ENCLOSED/NA LOCKABLE, NON-REMOVABLE,ALUMINUM-CAST HOUSING. WHEN OPENED, THE > °° m r` o FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMEL YNOTIFICATION OF TRAFFIC FLOW PERMIT HOLDERS'EXPENSE. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN SAMPLING STATION SHALL REQUIRENO KEYFOR OPERATION,AND THE WATER WILL FLOW INANALL BRASS WATERWAY ALL ° co v o o DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT, TUALA TlN FIRE&RESCUE)AND TO TRI-MET AND WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING.A COPPER VENT TUBE 0 ¢ t° o :- TIGARD AND BEAVERTON SCHOOL DISTRICT. PLACED STANDARD WILL ENABLE B PUMPED FREE IN W to m CI g. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE (STANDARD)W NABLE THE SAMPLING STATION TO E PUM REE OF STANDING WATER TO PREVENT FREEZING,AND TO .en o 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY " `'' W "�^ NUMBER OF TWO 2 PERSONS WHO HA VEAUTHORI AUTHORITY TO RESOLVE PROBLEMS TAKE CORRECTIVE ACTIONS AND IN GENERAL, MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS,AND A /4 BALL VALVE SHALL BE PROVIDED IN PLACE OF i - o Si, PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE () ' ' THE % "PET COCK ON THE VENT PIPE. o D 0 w ei m u INI TIA TION OF CONSTRUCTION WORK. WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITYINSPECTOR, IN WRITING, OF 4 H 0 > zZ E ANY/ALL ASSIGNMENT CHANGES. 18. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF STREETS. WATER METERS WILL BE I- 0 o a4 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL IN IN WRITING, THE 24 INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY (OWNERS).ALL WATER METERS CONNECTED TO vn Q 0 i_ " 3 30. THE PERMIT HOLDER SHALL CAUSE H/S CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, I . SERVICE AND IFNOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. HOUR EMERGENCY TELEPHONE NUMBER OFA DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CONSTRUCTION SAFETY IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OFA DCVA N > > o a. 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC. SHALL BE IN PLACE PRIOR TO INI TIA TION OF CONSTRUCTION WORKAND AS PER OR-OSHA, CHAP.437, DI V. 3 CONSTRUCTION, SUBDIVISION P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY (DOUBLE CHECK VALVE ASSEMBL Y)INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR Li SHALL BE EFFECTIVEL YMAINTAINED. INSPECTOR OFANY/ALL ASSIGNMENT CHANGES. COMMERCIAL, MULTI-FAMILY, INDUSTRIAL,AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON 11111 C 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 PM TO 7.•00 AM,MONDAY THROUGH 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS STATE APPROVED BACKFL OW PREVENTION DEVICE MINIMUM OFA DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER THE o FRIDAY NOR BETWEEN 9:00 PM TO 8.00 AM SATURDAY, NOR BETWEEN 9:00 PM TO 9:00 AM SUNDAY. PRIOR TO STARTING WORK PROOF OR RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE BACKFL OW PREVENTION DEVICE SHALL BE INSTALLED AND TES TED B Y THE OWNER, WITH THE RESULTS FORWARDED TO TPW 'o 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET;PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. CITY. THE CITYSHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. cni 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, 1 HE CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY 32 BEFORE PLACEMENT OF THE FINAL LIFE OFASPHAL T, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10%FOR TPW INSPECTIONS, WATER LOSS, OVERHEAD,ADMINISTRATION, 10. BEFORE INI TIA TING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT PRE-ACCEPTANCE VIDEO INSPECTION OFALL NEW SEWER LINES. THE PERMIT HO!DER SHALL PROVIDE THE CITY WITH 30 DAYS SAMPLING, ETC.AND 2%FOR ENGINEERING REVIEW, INCLUDING"AS-BUILT"DRAWINGS, UPDATING MASTER MAP, INTERSECTION wiliii v REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME,AND DATE FORA PRE-CONSTRUCTION MEETING. OFNOTICEFOR THE VIDEO INSPECTION.ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT MAPS, ETC. 1 ti 1. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK TWENTY-FOUR(24)HOURS PRIOR TOANYSTAGED INSPECTION AND AFTER COMPLETING WORK CITY OF TIGARD - WATER CONSTRUCTION NOTES W w COVERED BY THE PERMIT. CITY OF TIGARD - GRADING NOTES z > 0 0 o 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS,ANDA COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK;IT o o m 8 i Z I.6 iil SHALL BE A VAILABL E AT THE WORKAREA.ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS LINES,AND TO RECEIVE A TPW(CITY OF TIGARD PUBLIC WORKS, WATER DIVISION)STAMPED APPROVAL ON CONSTRUCTION PLANS. MERELY PROVIDES FOR INI TIA TION OF WORKAND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE z j w 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE ALL TIMES. 6 n i } W AND TO THE CITY APRROVED PERMIT PLANS,AND APPROVED PLAN AMENDMENTS AND TO THE curs Y'S STANDARDS AND CONSTRUCTION-DEVELOPMENT PLAN SET. ® , n E o-, SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY Y MA Y ORDER STOPPAGE OF WORK TO EFFECT m ? +n p CITY, IN ADVANCE OF WORK PERFORMANCE. 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULEA PRE-CONSTRUCTION MEETING. CORRECTIVE ACTION,AT ANY TIME. o z v O I v ? 13. MAINTENANCE OF THE WORKAREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORKAREA TELEPHONE 503-639-4171. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL,AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF ti i l iii z J al z 5 ALL WORK SHALL BE IN ACCORDANCE WITH A WWA(AMERICAN WATER WORKS ASSOCIATION)STANDARDS. WORK TO EFFECT CORRECTIVE ACTION A T ANY TIME. V 4 O v 0 J AND APPROACH ROADS SHALL BE MAINTAINED/N A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF I _THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BEAVAILABLEAT THE WORKAREA. 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE ® O it 0 m A 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OFANYKIND UPONANYPUBLIC ROADWAY IS 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA.PIPE SHALL BE CONSTRUCTED FRMO EXCA VA TED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO to 2 6 O z n STRICTL Y PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MA YA T ANY "TYTON"JOINT DUCTILE IRON, CLASS 52 ALL FITTINGS SHALL BE MJ(MECHANICAL JOINT)UNLESS OTHERWISE SPECIFIED. EXCEED 8"LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BYAASHTO T-180 Ni Q VI TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36 n 3/4"-0". BACKFILL SHALL BE �� GRAVEL. COMPACTION TEST J i a 2 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE 9. ALL VAL VE-OPERATING NUTS SHALL BE WITHIN 36"OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE 5 STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES IOW I,a 8 D.E.Q. REQUIREMENTS. THE CITY MAY ATANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH REQUIRED. GREATER THAN 5:1 SHALL BE ACHIEVED BYBENCHIGN INTO THE EXISTING BANKA MINIMUM OF TEN FEET IF THE BENCH EXPOSES SAND e J w r EFFECTIVE EROSION CONTROL. 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY INSTALLING NONWOVEN FILTER u,o 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITHA STANDARD GRASS MIX;SHRUBS, FLOWERS, AND BEND LOCATIONS(SEE DETAILS FOR MINIMUM BEARINGAREAS). FABRIC, EQUIVALENT TO EXXON GTF 12500,ALONG WITH BOTTOM OF THE STARTING BENCH, THEN PLACINGA SIX INCH LAYER OF 11/2"- r F- t HAL BE REESTABLISHED,REINSTALLED OR REPLACED, 11. A 4"X 4"X 8'-0",PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY WATER SERVICE LOCATION,AND REMAIN THERE 3 n i*-4- W ii BARKDUST, EXISTING SIGNS, PA VEMENT MARKINGS, MAILBOXES, ETC. S L RE S ABLISHED,REINSTALLS 0 /4 DRAIN ROCK,AND F/NALL Y COVERING THE DRAIN ROCK WI TH THE NONWOVEN FIL TER FABR/C. SUCCESSIVE BENCHES WILL BE l UNTIL THE WATER METER IS INSTALLED.ALL 2-INCH WATER SERVICES SHALL CONSIST OFA MJX 2"IPT TEE 2"IPT X 110 WITH LIKE KIND AND MA TERIAL. CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH COMPRESSION FITTING AS MANUFACTURED BY COMPANY. '1 z n w 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO U YER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT MSHTI T-181 DENSITY THE FILL SLOPES SHALL NOT EXCEED 2.1 AT FINISH ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. 12 FIRE HYDRANT ASSEMBLY CONSISTS OFA MJX 6"FL G. (FLANGE) TEE, 6"FLG.X MJ GATE VALVE, 6"MJ X MJ HOLDING SPOOL,ANDA GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BEALLOWED IN THE STRUCTURAL FILL. E- Pi~' THE CITY MAY A T ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE MODER MUELLER CENTURION FIRE HYDRANT,A-442, 6"MJ, 5-1/4"MVO, 3-PORT(2-2/2"NST HOSE CONNECTION, 1-41/2"NST PUMPER), 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS INADVANCE, BY THE CONTRACTOR, OF STARTING CONTROL. 1%2"PENTAGON OPERATING NUT, OPENING LEFT COLOR: YELLOW,APPROVED EQUAL:MUELLER CENTURIONA-423, WA TERIOUS PACER BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 18. EXCAVATOR(S)MUST COMPLY WITH ORS 757.541 THROUGH 757.571;EXCAVATOR(S)SHALL NOTIFY ALL UTILITY COMPANIES FOR 6790, CLOW MEDALLION. 7. THE CITYSHALL BE PROVIDED WITHA COPYOF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. LINE LOCATIONS 72 HOURS(MIN.)PRIOR TO START OF WORK DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 11/2 CUBIC YARDS OF CRUSHED 2"- 3/4 n 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL HOLDERS'EXPENSE. DRAIN ROCK TARPAPER WIL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO 4 >- 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALL YOR 3 FEET VERTICALL YOFA WATER MAIN SHALL BE ENCASED INA REVIEW THE SITUATION AND PREPAREA PLAN TO PROPERL YMITIGATE THE WATER ENCOUNTERED. = z START OF WORK(POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF REINFORCED CONCRETE JACKET 6"THICK FORA DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS.A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR i 0 W FACILITIES BE NECESSARY IT SHALL BE DONEA T THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY NECESSARY, THEY MUST BE MADE AT APPROXIMATEL Y90 DEGREES WITH AT LEAST 18"OF SEPARATION BELOW THE WATER LINE. C), U 0 LJ1 EACH FEET DEFILE. CE _ INADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 15. ALL MAINS WITHA STATIC PRESSURE UP TO 100 PSI(POUNDS PER SQUARE INCH)SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITHA 10. EXCAVATOR MUST COMPLY WITH ORS 757541 THROUGH 757571(UTILITY PRE-NOTIFICATION, ETC.). o Q 0 u) 20. A TEMPORARY HARD-SURFACE PATCH(COLD MIX AC OR HOT MIX BASE PAVING)SHALL BE PLACED ON TRENCHES WITHIN MAXIMUM LOSS OF5 PSI. WATER MAINS WITHA STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES < o ROADWA YS AT THE END OF EACH DAYS WORK NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE THE STA TIC PRESSURE FOR 1 HOUR WITHA MAXIMUM LOSS OF 5 PSI. CITY OF TIC * 1 c Q CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND , „;;�� ..« ...g14---- . .. � W PROSECUTION OF THE WORK FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BEA T LEAST 2.5 FEET PER SECOND. DEFERRED Conditionally Approved..,., ..f 0 F____ > 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS, DITCHES, ETC.)AS MAYBE DISINFECTION SHALL BE INACCORDANCE WITH AWWA STANDARD C651-92, THE SATE HEALTH DIVISION AND CITY REQUIREMENTS THE ,,, See Litter to:Fallow...... ........[ j �- 0 0 NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURED IN CONJUNCTION CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BEA CHLORINE-WATER SOLUTION ° A r""` '""' 7( 41'1046 ~ U WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS'EXPENSE. HAVING A FREE CHLORINE RESIDUAL OF40-50 MG/L(MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY U IN erm hum - 22. ONEAS-BUIL TMYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE ATA MEASURED RATE WHILE FRESH 01140. . By:r-II Date: 31W2I 4 0 PREVIOUSL YAPPROVED CONSTRUCTION PLANS AND ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED Urn thOusaft 0.N 0 (I) SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITYBYA REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS STRENGTH. TREATED(CHLORINATED)WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL :r' CERTIFICATION OF INSTALLATION COMPLIANCE. NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS.AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO ko 23. A SEWER SYSTEMAIR-TESTAND(V.H.S.) TV TEST REPORT AND ONE SET OFBLUELINE"AS-BUIL TS"(OFEITHER OR BOTH THE HAVEA FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L.AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE - i-. UTt U TT (I,,)- SHEET 34 STORM AND SANITARY SEWER SYSTEMS)MAYBE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALL YAND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF TER TO FLOW INTO �"' 1 ) OF ANY PERMBUILDINGS TO THE SEWER SYSTEM. SUPPLY. DISPOSE OF THE DISINFECTION WATER IN EQUAL CHEMICALLY MANNER. A NOT ALLOW DISINFECTION WA = '. 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE curs Y'S WA TERWA Y WITHOUT ADEQUATE DILUTION OR OTHER SA TISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL INSPECTOR(SEE DEVELOPER-ENGINEER NOTE#5). AS MANDATED BYDEQ.AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR �/ E 1, 0 RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. OFFICE COPY DWG: COVER �CJ�N( ' DATE: JAN. 2010 5 O N DATE PLOTTED: Jan 29,2010-7:54am M&S DRAWING FILE: W I15100ICIVILIDWGISHEETSI15100 COVER.dwg N0�s O sONO►� 811 Ry% Know what's below. Call before you dig. LINETYPES SYMBOLS EXISTING PROPOSED DESCRIPTION EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION REFERENCE LINETYPES WATER POWER SURFACE/LANDSCAPING SHADING/HATCHING B — — — — PROPERTY LINES A A FIRE HYDRANT -(3- -•- POWER POLE 0 • BOLLARD ',4FtMEIRTI , , FP AC PAVEMENT ---' --- ---_-----•__------- EASEMENT 61 w • DOMESTIC WATER METER C C GUYWIREANCHOR O FLAG tom,,; .< . >„ W • COMMERCIAL WATER METER ❑EB ELECTRIC BOX 8 GATEPOST �. " • ;� — — RIGHT OF WAY . *: CONCRETE SIDEWALK -- -- - - CENTER LINE DOUBLE CHECK VALVE 0 E ELECTRIC METER EJ MB MAILBOX BLOW-OFF ELECTRIC MANHOLE MW MONITORING WELL ;r_ . . w;. GRAVEL (n I+00 2+00 1+00 2+00 CENTERL/NESTATION TEXT RR :L �:• k }:� z p�} / ►� WATER VALVE 0 ELECTRIC RISER o . SIGN FEATURE LINETYPES }a ' • a— `� •— ( SINGLE OVERHEAD LIGHT c� v BARRICADE ¢.. '- .�� 1 Ij THRUST BLOCK F. • ;• mdmozozdo CURB CROSS --* DOUBLE OVERHEAD LIGHT ----- FLOW ARROW ----------- TEE , GROUND/FLOODLIGHT 4$ $f : AC/SIDEWALKREMOVAL SLOPEARROW CURB&GUTTER t ■ REDUCER POWER POLE W/LIGHT # * YARD LIGHT CUT AREA I-1 WATER STUB TURN DIRECTIONS __...._...._...... _..._........._.-_........_.. TRANSFORMER Q f F— SIDEWALK 0 WELL` , w ��y � ? FILL AREA Q PAVED ROAD —t -4 FIRE DEPT.CONNECTION t,, ADA SYMBOL 0 TELEPHONE � + + + GRAVEL ROAD O HB HOSE BIB + + + + LANDSCAPING 0 TREE(CONIFEROUS) 1- + + + Z DRIVE/PARKING O icy IRRIGATION CONTROL VALVE 0T TELEPHONE MANHOLE D4 P1V POST INDICATOR VALVE TB TREE(DECIDUOUS) , .•. ,& As AL w Tr to x -x- x x BARBW/REFENCE o TELEPHONE BOX WETLANDS > m cv O TELEPHONE RISER 1'1411' TREE WELL _ w al a) 00 0 4(.3 ...._......-._.-....__.._................_..._..._._......_...._._..._, .... _ .._.._._..__..... 0 0 WOOD FENCE \\/„,x,„�x,-,,,,,,,\/,‘„ t-o a --N 1 N STORM SEWER .r < PHASE lI-CONCEPTUAL APPROVAL ONL YA T THIS TIME z 'c 0 m c`ni a - ---- --- 0 0 0 CYCLONE FENCE I- w .. ,fin # TREE REMOVAL XX XX; wr'' -coo N Uwoc .., 0 STORM MANHOLE/DRYWELL GAS ^` w w Q M CO %TREELINE O TREE PROTECTION F.- p > Z V = oGF GASFINK ` i cwi� z p 5 • CO v) aZ � 3 ..........t.........,.........,...-......t.........,.........,..........t..........t.........,.......................................,..........,..........,......._.. RAILROAD 0 • STORM CLEANOUT N p �y g GV GAS V�� CONTOURS KEYNOTESYMBOLS > a ///////////// ® ■ CATCH BASIN/CURB INLET 0 G GAS METER c BUILDINGS _ _ GAS MANHOLE _ 2 T EXISTING GRADE CONTOURS(MINOR) \#/ WA TER NOTE ' 0 c ❑= COMBINATION CURB INLET 0 RETAINING WALL GT P GAS"T'POST —1 20-- -- EXISTING GRADE CONTOURS(MAJOR) p AREA DRAIN o ® SANITARY NOTE o CLEARING AND GRUBBING 3 STORM CULVERT(OUTLET) FG f21 FINISHED GRADE CONTOURS(MINOR) cRS Q.1113 SAWCUT LINE R D ROOF DRAIN COMMUNICATION FG 120 STORM,GRADING, EROSION NOTE Y O FINISHED GRADE CONTOURS(MAJOR) V • FLOWLINE r--1 STORM STUB �}C COMMUNICATION MANHOLE # DRY UTILITY,SITE,DEMOLITION NOTE ca SETBACK LINE %///// INFILTRATION TRENCH Z O . iu o ii AS BUILTNOTE > 0 O z '- EDGE OF WETLAND! TRAFFIC A O I z it. WETLAND BUFFER ER O W SANITARY SEWER = �, UTILITIES PI -- TRAFFIC CONTROL ARM # REVISION NOTE ®Z , n ci .. — gig i > ii$ ® • SANITARY MANHOLE in 1 %0 0 w � w - WATER LINE •171 BB SIGNAL CONTROL BOX ® Z v �r CO- 4) V 8"W 8'W WATER LINE(SIZE VERIFIED) 0 • SANITARY CLEANOUT _ 1 tn Z Z EROSION CONTOL CI p v o O � w w WATER SERVICE LINE ® O � II r 1 SANITARYSTUB 9 ?( O O tn et ' O Z Et 70 ss ss SANITARY SEWER MAN ;wwwww 0 w • .# . .l j GRAVEL CONSTRUCTION ENTRANCE r�- m '£•*•*•**�•i r x s°SS 8"SS SANITARY SEWER MAIN(SIZE VERIFIED) 0 'x v o� ss ss SANITARY SEWER LATERAL TEMPORARY STORM INLET PROTECTION //j J u W W JO SD SD ---- --- - STORM SEWER MAIN k...4/ Fes- 8 • • SILT FENCE W 4,i 12 SL 12"SD STORM SEWER MAIN(SIZE VERIFIED) _ 1 is 4 = nW s�� Si) STORM SEWER LATERAL I— cm E E POWER T T TELEPHONE G G GAS >" 0 -V -V CABLE TV ABBREVIATIONS z z = 0 W ro FO FIBER OPTIC CONDUIT I 0 0 0 0 & AND CB CATCH BASIN E EAST GA GAUGE MISC MISCELLANEOUS RT RIGHT VC VERTICAL CURVE L.T. ' W AT CF CUBIC FEET EA EACH GALV GALVANIZED VERT VERTICAL N U O —) rs TS TRAFFIC SIGNAL CONDUIT q,CL CENTERLINE CCI COMBINATION CURB INLET EJ EXPANSION JOINT GV GATE VALVE N NORTH S SOUTH,SLOPE 0 < w II,PL PROPERTY LINE CI CURB INLET EL,ELEV ELEVATION Na NUMBER SAN SANITARY SEWER W WEST C Of 1U 0HU OVERHEAD UTILITY CMP CORRUGATED HB HOSE BIB NTS NOT TO SCALE SF SQUARE FEET W/ WITH % PERCENT METAL PIPE EP EDGE OF PAVEMENT HOR/Z HORIZONTAL SHT SHEET Q Q NUMBER CMU CONCRETE EQ EQUAL HP HIGH POINT OC ON CENTER SPECS SPECIFICATIONS p LI J.. AC ASPHALTIC MASONRY PIPE ER END OF RETURN OD OUTSIDE DIAMETER SQ SQUARE CONCRETE CO CLEANOUT ESMT EASEMENT ID INSIDE DIAMETER STA STATION a- O i= W AD AREA DRAIN CONC CONCRETE EVC END VERTICAL CURVE IE INVERT ELEVATION PC POINT OF CURVATURE STD STANDARD M W ALT ALTERNATE CONST CONSTRUCTION EX EXIST EXISTING IN INCHES PERF PERFORATED STM STORM SEWER APPROX APPROXIMATELY CONT CONTINUOUS P/ POINT OF INTERSECTION li 0 ' 0 CR CURB RETURN FDC FIRE DEPARTMENT JT JOINT P.P. PERFORATED PIPE TB THRUST BLOCK 4 Z ARVA AIR RELEASE VALVE CY CUBIC YARDS CONNECTION PRC POINT OFREVERSECURVE TC TOP OF CURB O ASSY ASSEMBLY FF FINISH FLOOR LAT LATERAL PT POINT OF TANGENCY TEL TELEPHONE ® (f) BACK OF CURB DCVA DOUBLE CHECK VALVE ELEVATION LF LINEAR FEET PUE PUBLIC UTILITY EASEMENT TOG TOP OF GRATE BOC BA BLDG ASSEMBLY FG FINISHED GRADE LP LOW POINT PUD POWER TS TRAFFIC SIGNAL CONDUIT V) BL BUILDING DET DETAIL FH FIRE HYDRANT LT LEFT PVC POLYVINYL CHLORIDE PIPE TSFO TRAFFIC SIGNAL CONDUIT BO BLOW OFF BOT BOTTOM DI DITCH INLET FL FLOW LINE FIBEROPTIC �j DIA DIAMETER FLG FLANGE MAX MAXIMUM R,MD RADIUS SHEET z5i BVC BEGIN VERTICAL CURVE DIM DIMENSION FO FIBEROPTIC BW BOTTOM OF WALL MH MANHOLE RIM RIM ELEVATION TV CABLE TELEVISION DIP DUCTILE IRON PIPE FOG FACE OF CURB MJ MECHANICAL JOINT READ REQUIRED TW TOP OF WALL 0 DW DRY WELL FM FORCE MAIN MIN MINIMUM ROW,R/W RIGHT OF WAY TYP TYPICAL D/W DRIVEWAY FT FOOT OR FEET DS DOWNSTREAM C o DWG: LEGEND SONIC S O N[1►�' DATE: JAN. 2010 DATE PLOTTED: Jan 29,2010-8:05am M&S DRAWING FILE: W I15100ICIVIL IDWGISHEETSI15100 LEGEND.dwg so,,,,, so,„„,, 811 • MATCHLINE A w z w z EL 0 . LEGEND: FOUND MONUMENT SITE BENCHMARK T'...•-1.--a-.....4--t-,--':--4 -1.:,-....A. ,---:,f- ASPHALT iv- '7 Know what's below. Call before you dig. II SEE SHEET C1.1 c,,/ I ,/ i ; i / I--.< w. NOIVAIIIVIIIKIAII,1 2111/72 I I KEYSTONE WALL / I\ i/ \ , i i I / I I / 16 ,-; - N - F. i-i - 0) w b., cy.) . . , ‘s,/,/, \ N4 - - ,, .-. , . , .1 GRAVEL I --•' . - 1.. - 4 ... • .•' .'. * I CONCRETE A riFFIPP.frl : )6111 iliie,-• V Y,R •■ . 4k11/ Arifk% 0 F" 00 ------ BUILDING OVERHANG i _..,.■IIIII , 0 I I Z 0 's% 114 '1 " s, _____ /- __ _____ / 0 f. SLANTED CB Z Z < ■ - - - IFTRGOHPTEORTYF WLAINYE u.NREEloto2008N •o 1 Q P.,„ Z ' IE=222.67 ■ CURB LINE CHRIST.FER C. ERBY ,/ kik_/ , 1.10.- - 12"RCP(W) 0 Li. ■".... 74508LS i 1 J o 3 •,,, 20 E SD RNAACIT NEU LNI NE E EXPIRES 6/30/10 I SLANTED CB fr 0 •■ ____„ i i 1 0 1 1 lE=221 .03 0 0 Cr) •■ / RIM=223.21 / / (0 1 i 8"PVC(N) ss WOOD SSTAONIRT 12"RCP(E):-4220.75 \ ; / - o....e............. 0 20 ao f., w MARFRDICEY SEWER LINE WATER LINE - - \ - ......__ *„..„.................___.... ...„‘ ■. `z,J::1='•27_,'...•••• .1 , I / mi. ......... ■ G GAS LINE 2t: ,1'... - .1.,-,.,--,r Art, 0 I -222_2__-__-_, 2 1 scALE:i.=2V OHU OVERHEAD UTILITY LINE RIM(NW)=224.02 -..*'7,-,-.4- . ..L.,„ ..,..:1,41,, .' f (a, . N .4' ro. <-7, "7 1 TV TELEVISION LINE (i) 12"RCP(E)=219.44 ' ,' - --',*•,'-*''.t..--:„-'1'*-; '. ', 0 -,„,,, _Si v,, , . \,, --.... __// / •■ z _ , . , ...,„ ____-- __I // ■ COMM COMMUNICATION LINE 0 18"RCP(S)=219.12 : , • ,,l_ f.; . .., yi7,41 41e.:•;;\.-i-:-..._.----:-: _ ----_ _ i, / 4'''' N.-------' cp 4:2i ---' 1_3(5"._ , , EVLT ELECTRIC VAULT (7.5 . , . .; 12"RCP(W)=219.46 -,, , - ,-, . -i.• - ,i . . --)- _ 1 18"RCP(N)=219.27-y- • - ,,,,-i,„.•.„;,.,',..../ o -4- • -..,.. -----,,..----„....--o • • TRAN ELECTRIC TRANSFORMER 5 ■ u...1 „ . ■ 0 EB ELECTRIC BOX „ . . ...„..._,,,„ , • 269.4. 0 EB !CVO 0 EB itlatrab -i--,-; ,, , , , / - im. .., - .18a3C7577-7E--- " ---228- -2z9 48" CEDAR CC UTILITY POLE W/DROP __....--" mill IP, •.. 1-AUG 227----„ ,,,,"----------N 411117 1 / IllOik,iiii, E--- GUY ANCHOR ..-11F, _ _ _..._ _ ...... _ _______ -, -2 . . \7-- ,---- ■ *) tt-31*- , .■., .....,''''. . > y , ......., . . ' 20"MAPLE _ ,_\ . . . , %... , . , 1011,- d 0 G , r - ,.., , , , , . ,e -- - ', -, - O'. ' ' 14 r .', - . ". - - '':,': r ---\ - , COVERED • '' • ENCE AROUND TREE 1.-rii.11.11-r,v-ivi:..)2e W/ LIGHT .- . . • . . \ UG o TP , ., r , , , ,f,.- '•0 , . •"..:: . ,• . *' - .-- ---.. ' -„..1-•--.. 593 SF* I k ,. ,,,,, ,i ,,,,- ,:,. .-; ..--0)io _,,., ,,,, ,, ._,.,„' .,,2,:-: ,- ,:_, ..--.:+ 1 ovi‘) , , , , ,-: -.,-..., ..,/..-0 .- ,,,„ •- ,.= , _, • _ ,.• -,,.. ..,‘...,_---_ - . - o TsEINLGELPEHOPONSETPsEIDGENSTAL . 0 B SANITARY- 6'--- '' ''' ® , ,. wyl ■ r, , - „ , .... .,,-.1,,,.,:,. „..., , ' . GARAGE SHED 0 co ARD MANHOLE u...' i--- ., /-,-, :•--• ,, _- : , -,*W - , . •--•*- . ' :.- -+ .*.- . -*-:-.7,- - ..---, , r- . oscs3 © < , ,.....,,,-,..,..,_ :„. 744 sF± 10 ssTA0N RITmARmYACNLHEA0 LNEO UT 0 ,;.*.- , ,- '. ; /// II / ■ - - (7, , ,..--, ' .. .--..• ." , -, -' '- \ .:!:, , I iii \- .:<..." ,, :,,,:-,,, ,... .....-,,....i‘.. .. ...\ 2 ,./ 0 co STORM CLEANOUT , , IE=218.64 . _ . .,,i, \ gil 18"RCP(N) 7?::,, •' • •- // ti / I''• 11,', ,_,• " .-,. .*. •Z. '' ..: ..:\ • ---..„, * 3 0 f',44.:: 1/ I I i 1 ' ,r1, ,„:",. :..,. ... , . . ... . ', * . ,71/1, sC TA toT CRHmBcAuSLI\IN ERT z > : ..,' ,-_. - -:.-- // /// s .-.--- --;7,-. f - ....- '....-..-:.:s. - .‘-.., ..t.--...,, ,.• ' _ , , q / i .. . . 6".MAPL , ,-1 , • illk, , - • -. .,. , , 6" PINE • / • 61 W o Icy WATER METER IRRIGATION CONTROL VALVE .,-2-'" •:•*--,' ' ,' - . / / / ,/* .-. • * . 2 - *- •,' ..' .,. ;.: **. .. ...-2... *-... 1 Lki ,.1 ‘D 1,..iwv WATER VALVE E It- '''t•l'-`22;--.•[ .1,•• ,1 /I/ t - \ '.-- CONCRETE-. .- •• . FENCE ' Eol e WELL 2 00 m r• 0 ID I to on t.! S - , . ., . - ' -..f'-r.' .. ...'- •';','' yill . - - - - .. • • ' • ' ' . . , • . • .. • . .. . .. ..... .„-i on ... , \- Cf) 0 AC AIR-CONDITIONIG IJNIT in cc 01 co Ln 1 (fl 01 a) 00 13 ,. "' .. ..• ..,. . .., • ,dt,, ' '--: :--,'-1:-.! .1;1 : 21 s '• ,.' :..•-:•:•:..:::.•..\)- .----: . • - .- ,.:::'.,: ''_=':--:-:.-‘,,' n .. , . Ti00( 1.-0- 400 . 0 TREE AS NOTED co ‘4.1 0 •• 11.1 1."..CI z•4• '0---- a. el - , . . , ' '• ' l' ' ' - ' II 1`.) V.) . • 4 ASSESSOR'S MAP NO '2S 1 10DB 6 (I) .....,„ TREE AS NOTED uj vi k0 en Cn in ou... .........)....... .....- Xp / i • .:. % _ '." ' ,. ., ' : I,• ':. .. :•'/ ..., 4 '''j: f / / Yi . ; , • ARBORVITAE .. ■ i - .__.......---------...- DRAINAGE FLOW tiii----7'nu>iikr,•• 53-‘e, ° 0 , . . .., - - - / ,, i-..,„,-._ , .,1 , - I 'KA S' C H.119'5.t•OTAA_IRLLP-8.NIP•cil N.%T.'E-.R..'411 . . .4. „---- FEE NO. 89-4745 A 223 Q . ,, ...,__ .... . ,I. .- . -.. . . .. --...-..:. ..,- ........ .. -.....-,., , ../ ,/\ -,:/ / ci : : ... ... c :,-:: - ... 2'., :-.. -',/ . . := . . - . - ...,„ - , Ln 57,84-7SF-1 r,i > (. 3‘ 0 lE=219.09 .ii:'---F,..-.•,,f , ., .,; / / . - . ... . . ., , en < 0.. .. \.., 6t1PVC(E) ,,,tir.•.'; *.-: ' -' •,; *_•;',/ /, / .. . ..I. •• 1 .33 AC>f. SURVEY NOTES Ls BUILDING ilif / ri > • Cr '. . <-.-' ',•,..'t 1,\/ I . ,..,., : " ., :, it, , . ,•• ... . . • . . .. 3,261 SF-_L. i RIM=223.51 /.4.% --- C1.4 , e ^ r.. / j Ii/ , ' E I 1\1 I i 4. • 4 '." lE=220.34 . .,.,. .. . - , 30 ....,....„.„.... ' r . - • , 5. . .,,,. ... ., • i i . ..,. . e r 7 •`• $. . ' li 1 . v• . . . t. •• • • • . . . . . . ... . . .. .•. . $ . • a • : 1. • ..„,................. N. qj ?1■1,1r1 4 4 ,..----. ,i..' -•,.: -.-...4 ""-. ' ' s-::, „L- ... 1F.0) uTNH DE mB BOUNDARY Nu Dm AE RNYT sI SoDEPICTED F RE c0RDFFRoORMc RECORD INFORMATION USING 1111111111el .c4i o ,. 2 of) , 0.. (0 , , , • , - ., ,,, ,,,=,,, ., ,.---1'"7 1 b i .4.4 ' OIL TANK v) , .. e ^ 1 I • • 4 4• . • : 4• 1 . ''. -/I I I I ° • ', :.• . . .. " :. s`•• • • • . . • . • . A • ,' • . ,• '4 . ‘. ,.'; . ,- . , .t.=;:. •• ' - te,-..\, RZE)STEAHERIaOHCEADT. u1ONNDOERFGERX0ISUTNINDGUUTTILLITITYIESFASCHOILWITINESHHERAESONNOATRBEEEFNROM 1,*" ;;--'1 is / p --, ,i.:‘,•,,,- 1 ' ::" - ‘--' . s: 's -. `--c-)..• - - ‘.1 --"" • . A A • ,• •n. .... ,., t - 4 ,• (13 , * „ ..,--... , „ , ._ ,„s. „ r 'r t , , • / •4 * ,,, , : ,' TICKET CTK1 LEI T VT NLOO.C9 A1 0T 4E 4"2P A2 1.NTTH THE As R K S MADE IN RESPONSE TO LOCATE REQUEST" ' \'‘• • II 4 r7 .....,____- - „- • _ DELINEATION ASSUMES NO RESPONSIBILITY FOR ,./ . I/ / to ..-• *--1..-- ... -.7"-L .• , . - / .6 4010111111:11/ -_ ,..,, ' : -'-' ''..- z .. ,4,,,.: ,',C•1. /// / q . , • . , „, ,. , ‘ , ‘ ... . . ... , I,/ . . . •• .. . .4 . - . _.-::: ' '- TBYHETHAECCRUESRPAECCYTOINIFETUHTEILDITyELUIOWNERS,NREAV UTNHDEEEFARxGIBRTOEUNNCDE OF BURIED kJ e , , . A ., : •4 A=17°46125" • i-pr--` * - , 7 , no z , ,... .- -..s e - , . - . ‘ , . . s: .. ... ,(V<. . NOR SUCH R=230.00' ,. . • ,,, 1- , ,,-, .. , ' ii "(3. •••.• .• -,-., - - • ' 2-•,. • .: • .2. ----221 OBJECTS WHICH ARE NOT SHOWN ON THE PLAN.ALL UTILITY LOCATIONS ETYI OO Z 0 0 • • . ,- ,.' .- .'r ry /,.._ CONCRETE FENCE -------r------ L=71.35' '. .-', ...---..:,- ;, , v.....) / 'Cv SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 0 ''''/g is\I / . ' • • . , , • ,. • . . . . , i 7.0 l'-- =.: -,. 1_,.• :';'/ '1 / / .., ..•-- , . • . • , , . „ . _______.-----------N_ / (\I 4c Tin , / 3B.u) PTEHRISVISBUIORNV.EY WAS PREFORMED JUNE 2009 UNDER MY DIRECT --•'-.''' *=- '',!..:. * -',k in l ) ' 1 .-* ' '' . ' ' ...: : : 1 Eilifflatitint- s.,#.- .. /,,, , ,, - ... -, , r),s. ..' • '..-?... gOg I 1'. ii" t .„. 7-7--A, ._ ,. .. (,).., .. : .. . .. .: _.---- . SLANTED CB ,<-\ /- •.. *-. -• . •., k GENERAL NOTES 1 4 , RIM=216.69 : _ , , ,, -, . - GREEN HOUSE .-- , . . 1.) POTENTIAL NATURAL HAZARD AREAS U .•( - I kk) 1 12"RCP(S)=212.7 t.', , . - -. -- ... , - . r ... . -• .. . . RIM=221.06 u Ill 1,,, . :. i, , , - ,,, ..,?:".• •. ' . ,.••. .*- ' :: : • - , r*: -...• . , :i ' .' '%.2'. ..// GTHAISSWSAECSTNI°ONT OF - ' -: .. :-,..... ..., LOCATED. PULLED / i GREEN HOUSE 4' 2"N-12(E)=216.14 . . „ ,. . . . , , A. FFL.LOOOODDIPNLAG,INIDTRHFEIRSMITME MAP, COMM cEoSImGmNAPTAENDEALS4Z100N27E0C0,0A4RBEA(NOOFTMPIRNINIMTAELD), B. *H NOTE I GH B EOANB 04 N10A2L7w6-0A TO E0 R1-0AOR OE OZ 0 i IE : x A 7 2 0 )-- §1- ,,\42..• . : . • .- . ..• . .-, - ... .. ..,. ... :-/ FROM CITY 564 SF* 3,421 SF* Z ,....0 ..-.'..--. ..: " .• .,. - `.'.... . s %.* ' .. •*...`- - -) ASBUILTS e 3' • , , . • . . . . , . . ., RIM=221.17 ,f: --•,;'-- . :._:, ,/,; - . .. .- *.., . „. -.. .. - ' . ... , .,,, REMNANTS OF OLD GREEN HOUSE , ., - • ' 5A:. NONE OBSERVED ' j x -a ---____ Gra 12"N-126/%0=216.05 , DC: UNSTABLE S L SLOPES E S I IN GROUND %E:DESIGNATED NO N E ,,'",- ,' *.-- •,' '.. ,.-:- • ,... :.:,',.:. - -.' ....- •,: ,.• -- „..., 1,259 SF* , . .. . _ ----.....„, , 40 .. , : ../ i ' . ,, I, BY GEOTECH REPORT \ II*11 IE 2 K . , ,..,. .S F. ssociL/LEwROEASKIOFNc;UNNODNAETOIOBNS:EPREVREND G 'iv ,,-c) III ' ' .- ------/ ii) 401rll11111111 i 0S TS003I LPERCENT S U SURVEY MAP MSAL PO THE.SOIL L FOR \\2 /1 .-d 1 8'CLUMP , , . , - , • .. .. - r G .....■ aNISArs.•••N■wmiw.......mw•umpNm. NII•1lMllirill..IIIIIIIIIIIIIMMOMNIIrror"'a 1. IIIPIIIIIII4o. RIM(S)=221.34 THIS SITE IS QUATAMA LOAM (37A), /1 ' r- / I I-- et . ,' -, . _ -' , -. '. A. .:4. A.' • '1 . -,-,:;t1' 't. * : ' ' ' - - - 10"N-12(E)=215.58 WEAK FOUNDATIONNAORNEEAOSBHBAELRLVBEEDIDENTIFIED BY GEOTECH REPORT. ••V: .•. ' . ,. ',.- ' - . -7: ' , . . . ., V223. 1 2"rq"12(S)=213.94 G. WWEILTDLALIFNEDE-INAOBNITEAT. OBSERVED 'If - - - '''• - '..* ••• Ai .. ‘,1° - -7.--.r .r'. ' ... (0•12*,, *.i.,.-:r•--..,,.*, ,---. .-- ,.._ - .44: 0 0 0 1 = 10"N-126/V)=215.58 2 a . , . . . , ,• , , \I Ns3C) . I°. ' ' / . 1 - 't.,,,, , •. / I ' . ' OHU .,'1 ' V i - 1/ I ;1-1'1 ':" ' ..1'' / .\ (-------„, \• . Fccrr/-'-'----- 9 1 4 : ' .. AC4AC . , :.. ;._:-,:,„_, 101cv\ 0 EB// , /// 7_„ . _ ,,- - i---, -. - _ _._ RIM(S)=220.73 2.) LOCATION AND TYPE OF NOISE SOURCES (/,//,/ \'f _. .*...411 ;.... .;..to• 0 Z A . ., .. . r /4 1 I i 1 / ( RIM=215.47 LES SCHWAB W/ELECTRIC METER PHONE VAULT ....,,, . . , (,) w ••,,„ ,., / 68: pPVNCcrN)):221122..1533 A. LCEHSASNCGHINWGABBUTBIRINEETBOB.THE SOUTH, NOISE ASSOCIATED WITH TIRE C. UPASCEDFCICAHRIGDEAHWLAEYRTTOOTTHHEEWNEOBRTT,HT,RADRFIFVIICNGNONIOBIES.E. Z < < ......1 >*--- Cl- / ii / 12"RCP(E)=213.04 I a (0 PLANT..A.) ALL LNURSERY EXISTING XI STI N G ASTRUCTURES N D T H E y ARE ARE I NA GB ATNODBOENREEDMRETAIL Ov ED WSTRUCTURES WITH PROPO PROPOSED EFDO R DEVELOPMENT. 4 >_ 1-1--I (I) i z > 0 '' !WIC V\4 ti■4 I kil 0011C\I , WV ' I I' a 1 gli--o----- NO EVIDENCE OF EASEMENTS FOUND THUS FAR. MORE RESEARCH IS I 0 C.) 0 Cr 0 Cii.: Lij D ---71) - w rill- c\I 0 0 ,., , - o < CI a. - o 0 z MATCHLINE B F4---"Tur- u) 414ECNE m W 1 0 < - (0 SEE SHEET C1.1 CD 0 A5.c> RE(.DXBISBTTINHGE DRIVEWAY LOCATIONS ON ADJACENT PROPERTIES AND n ii 0 a" .. 0 A. NDOEZRFTUHLOLINAWUTEOBTSABLIDEESODFRIBVWEWRAOYYALOuTyCAPTAERDKPAPY < 35' p i >- PO c! U F- in I z to i=4 0 ir-- 0 fin) B. OMENDEAICBATLBBLUDIELD0IFNBGwDRRI0VyEAWLATyY LOCATED APPROXIMATELY 175' SOUTH 4 g 0 1----- a_ (f) VERTICAL DATUM - -- BENCHMARK C. (3SANFEAEWBATYBPIDAERCOEFLBDWRRIV0EyWAALYTyLOPACRAKTwEDAYAPPROXIMATELY 100 NORTH 0 (n 0 X THE SITE BENCHMARK IS A MAG NAIL. THE ELEVATIONS SHOWN ON THIS MAP CA H I_LJ ARE NGVD 29 DATUM. BASED ON A 2" SET IN TOP OF CURB ON THE EAST SIDE a cn D. PACIFIC L E S SCHWAB HIGHWAY M A I NADNRDI DRIVEWAY SW ROYALTY YLAOLCTA(TPEADR Am A iT THE CORNER 0 F SW BRASS CAP LOCATED NEAR THE OF ROYALTY PARKWAY 30' NORTHEAST (NW) RIM=216.11 INTERSECTION OF SW DURHAM RD AND TO LIGHT POLE. 8"PVC(N)=207.50 (0u) (SW) RIM=215.88 E. LES SCHWAB ALLEYWAY DRIVEWAY LOCATED ON THE BACK OF 52 SW 104TH AVE. DESIGNATED AS ELEVATION=223.35' 8"PVC(SW)=207.44 12"N-12(N)=210.95 12"N-12(E)=211.79 PROJECT BUILDING ALONG THE SOUTH PROPERTY LINE OF THIS SHEET 1 GC_022-040 PER ORBITECH GEODETIC SURVEY. ELEVATION=191.72' 0 0 15"N-12(SW)=210.58 12"N-12(NW)=211.87 DWG: EXCON DATE: JAN. 2010 S 0 NOC S 0 NIC DATE PLOTTED: Jan 29,2010-8.25am M&S DMI4ING FILE. W:115100ICIVILIDWGISHEETS115100 EXCON.dwg s a NC . s o NC IVIATCHLINE B '53 i 1 1:1 . • SEE SHEET C1.0 --___ 1 LEGEND: / I w / 1 / , / III // FOUND MONUMENT o 4 1 MILE POST 11 /I I 1 i II / I I , Iff 1 (E) RIM=213.91 0 zuj -{ .- SITE BENCHMARK Know what's below. (8) z / / / 1 a i ,, - II / Pi / / , /I// / 18"N-12(N)=209.36 18"N-12(S)=209.16 t I , 0_, 0 U Lii ., rl.._:=LTM.:7 =111= ASPHALT Call before you dig. /it" ii, // / / it .: ,/ 1, _, .q. Li j 1--- 1.... w ) ,,_ x >-. grAmmagreAwawas KEYSTONE WALL 1.....--,... -,. ..-: ....,:.., ...-:-.-,:1 GRAVEL 1- -- 4 .- • ' 4 . I CONCRETE (\var REGISTERED et - ROF,i,S a AL 1/ /III, 4 , /// 1 I I! I 1 - N - F- (I) 0) ___•___ BUILDING OVERHANG ' EY, • I-A.Vhitria / // /1 i / ii I co° I:t ul Al STRIPING ,//, Nor ii hig I 1 y ,i II 1 I'! 01- eo -_..:,..4.... - - - RIGHT OF WAY CHRI OOREGON 1 / PROPERTY LINE ERBY E c. : ii 114111 1 Zi< < JUNE 11,2008 /11/1 Ii'/4 / / / 00 xri , ,Z CURB LINE 1/4/NI /„/ / 0 0 Vii J w 0 3 ce 0 ,0 0 0 (f) , .. WOOD FENCE E 55 SANITARY ELECTRICAL LINE SSTAONIRTMARDYRASEIILEINRELINE 74508L EXPIRES 6/30/10 -} //I/iii /// I I /1/11 711 1 1 1 w WATER LINE FL SLANTED GRATE / 4/ /11 // I / / 0 20 40 I.E.=235.19 i' ,//// /I i o G GAS LINE /lila ii OHU OVERHEAD UTILITY LINE Iii," 1 / co / mom •Imiliiilisilit SCALE:1°=20' / / / -ry TELEVISION LINE V) , i 24"PVC @ FL / ' / Z COMM COMMUNICATION LINE :// / \ I.E.=234.85 0 wv4im / i / EVLT ELECTRIC VAULT (7) 1 1 TRAN ELECTRIC TRANSFORMER -.- .. W k 0 W' 1 II I 0 I 0 ER UG ----* ELECTRIC BOX UTILITY POLE W/DROP GUY LIGHT iii cr A // )V /I V C- , N ._11 olti g 1 0 G GAS METER pvcigli / / 0 / oTp TELEPHONE PEDESTAL fie co / / .. $,$r --13-- SINGLE POST SIGN 1 ' . 0" FIR // / 0 B BOLLARD \ o \\,/ / \''''ssio / / ® SANITARY MANHOLE WRONG WAY 0 o CO SANITARY CLEANOUT / © STORM MANHOLE < / / / co / 0 co STORM CLEANOUT 0 _..ciN -.. el / / X I Dil CATCH BASIN -..4‘,/,/,ii, $ / / / / / „ ,i2 I i / D opicvw STORM CULVERT 0 Z (0 N WIRRIGATION A T ERM E T ECRO CONTROL VALVE / /• // 16 FIR -) I I c-i wv WATER VALVE w r-I e-I UZI / i/ I / / 0 WELL > m .4. (NJ E E2 co cv; ti?) o I I I / 1 ,,7-1 0 1 1 i/ //I / I- a 1...Lij 0 QC°.....‘DLn NCI° rn9 ±e: '4 7 lip / i i / // // / (9.,/ // 0 AC ,:_-' 1-, TREE OASNDNIOTTIOENDIG UNIT TREE AS NOTED ce cn al cil 00 ci: LA, r-i cp m al c2. -m o to in / X 1.7. U-I ••-6 0 REFLECTOR 4 / / / //' _____-----,.... DRAINAGE FLOW on> tilatad" t1:05 IA,(f)D ,_- ....- m a3 daik / ; - I- 0 "-- E ' • We' -/ / It,'SY) ' .i VA / . 1 / UJ OD5 • v) z 0 1... 3 WI < o . 11. -ffi, Ce / (.4 > 4r.... 0 - ,,I, or II m < 0_ ' „ t r-I > 41P4V40.404 1/ \,..,, \ SURVEY NOTES vittwe p i / ,,:\I RIM=210.51 1.) THE BOUNDARY IS DEPICTED FROM RECORD INFORMATION USING -V41101747M )/16" FIR TREES , 1 / 10" CONC. OUT=208.02 11111elia FOUND MONUMENTS OF RECORD FOR CONTROL. cr AV;WSW I i / i' /--- AliVCii'vt li' I / I ,NIL.. if / V IZO (f) 0 T / , ( , 2.) THE LOCATION OF EXISTING UTILITY FACILITIES HAS NOT BEEN a. I/ I / co / c> (Vki) RIM=210.86 8"PVC(E) 202.73 RESEARCHED. UNDERGROUND UTILITIES SHOWN HEREON ARE FROM cn A I 1 24"PVC CULVERT "UTILITY LOCATE" PAINT MARKS MADE IN RESPONSE TO LOCATE REQUEST QS i I.E.=228.76 8"PVC(S)=202.41 TICKET NO. 9104422. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR 8 7/ . • --• I I il THE ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES 0 / / .// I I / I 0 0 BY THE RESPECTIVE UTILITY OWNERS, NOR FOR THE EXISTENCE OF BURIED til / I/// \I 1 1 0 ) ' /i/ i i 1 / 0 (E) RIM=210.79 OBJECTS WHICH ARE NOT SHOWN ON THE PLAN.ALL UTILITY LOCATIONS //I // I II / 18"N-12(N)=206.50 SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. lij Nt 1/ /1 / 1 / / 18"N-12(S)=206.42 Z > 0 0 h 1 i I 0 0 WO 1 *1 I/ I 1111 10"N-12(NE)=206.33 10 N-12(SW)=206.33 3.) THIS SURVEY WAS PREFORMED JUNE 2009 UNDER MY DIRECT SUPERVISION. I, / / / / FULL OF ASPHALT SW /..N z g 6 ; 4 ! / 1 III 0 0 8c UN-MOVABLE PA rrOy 0 %: y i K K_F: / I 1 1 / 1 1 o DEBRIS kW 7Y GENERAL NOTES & in t---) 1 $ co RIM=210.29 Ay 1.) POTENTIAL NATURAL HAZARD AREAS 8 ..s. i ,...,..0 I 4 i I ///I 10"CONC. OUT=207.76 /... - sy. @ 4. 0 f‘ ., 45 MPH rx/ 7 // HI , / A. FLOODPLAIN:THE SITE IS DESIGNATED AS ZONE C,AREA OF MINIMAL FLOODING, PER FIRM MAP, COMM.-PANEL 410270004 B(NOT PRINTED), Z - -- tr) "T 2 / , , , ‘ = - MATCHLINE C 2 i t ti Ii \ ii / il 0 IIIIIV,Y . NOTE ON 410276-0001-0005. )- Et- , .1/ // I 1 0 / SEE LEFT FOR CONTINUATION B. HIGH SEASONAL WATER AREA: NONE OBSERVED C. SLOPES IN EXCESS OF 25%: NONE Z El 0 \rcN \ I. fi,i i , 1 ',j,/ i( / 17/ / , / ' ; . 18"CONC CULVERT / / ' --"/ // / E. UNSTABLE GROUND:NUONDN:ETOOBBSEEDRVEESDIGNATED BY GEOTECH REPORT \ fro.-1 E HI IlaMM /E 8 g 11. i I.E.=225.83 F. SOIL/WEAK FOUNDATION: PER NRCS SOIL SURVEY MAP THE SOIL FOR ‘ o o V" / co co THIS SITE IS QUATAMA LOAM (37A), 0 TO 3 PERCENT SLOPES.ANY \Z /I _1 §p / WEAK FOUNDATION AREA SHALL BE IDENTIFIED BY GEOTECH REPORT. /V- /i] / / / / G. WILDLIFE HABITAT: NONE OBSERVED H. WETLAND: NONE OBSERVED 1 \*-4/\ X 4 x/ , I / 4-1 ) B / . 7 / o (0 .., za (0 2.) LOCATION AND TYPE OF NOISE SOURCES , .// , / / -1 w , i -/ RIM (0=228.21 18"coNc(N)=224.50 18"coNc(S)=224.35 ,, ,------ ' i / i A. LES SCHWAB TIRE TO THE SOUTH, NOISE ASSOCIATED WITH TIRE CHANGING BUSINESS. B. USED CAR DEALER TO THE NORTH, DRIVING NOISE. I- ei a Z Z < , C. PACIFIC HIGHWAY TO THE WEST,TRAFFIC NOISE. < __.1 0 o / 18"coNc(NE)=225.16 0) ,,,,, / i .,18‘ycoNc(sE)=224.86 /°'5) / / 3.) ALL EXISTING STRUCTURES ARE ABANDONED RETAIL STRUCTURES FOR PLANT NURSERY AND THEY ARE GOING TO BE REMOVED WITH PROPOSED DEVELOPMENT. 4 ›.. > Li u) , z > Z 0 ,,, 0 il, ki ,,, ,,, Co 1 0 0 eL o , 4.) NO EVIDENCE OF EASEMENTS FOUND THUS FAR. MORE RESEARCH IS ----4) (11-2--- / KH., ' \ / / / NECESSARY. 5.) EXISTING DRIVEWAY LOCATIONS ON ADJACENT PROPERTIES AND 0 1 4)6 I 1'1* D ' , .0 0 0 CO ACROSS THE STREET: A. DEZFULLI AUTO SALES DRIVEWAY LOCATED APPROXIMATELY 35' V) f:21 C-L-1 0 p a- 0 (E) RIM=205.78 RIM=205.88 /' i i / , if C1.. 0 < / i / 18" CONC IN=202.44 18"CONC OUT=202.36 10"CONC IN =202.75 /1111 10" CONC. OUT=203.08 NORTH ON WEST SIDE OF SW ROYALTY PARKWAY B. MEDICAL BUILDING DRIVEWAY LOCATED APPROXIMATELY 175'SOUTH ON EAST SIDE OF SW ROYALTY PARKWAY 0 (-)C U >--I- n 0 „-- 0 z / ■ ■ 0 0 0 1 ,- C. SAFEWAY PARCEL DRIVEWAY LOCATED APPROXIMATELY 100'NORTH 2 0 I i\ F-- , d, co\, , 1 i 1 , . ON EAST SIDE OF SW ROYALTY PARKVVAY D. LES SCHWAB MAIN DRIVEWAY LOCATED AT THE CORNER OF SW 0 (n (f) [1_ __ 0 X / 1 I :1 / i I ,, , PACIFIC HIGHWAY AND SW ROYALTY PARKWAY C$4 I- Li.J , 0 / / 0 0 i" E. LES SCHWAB ALLEYWAY DRIVEWAY LOCATED ON THE BACK OF EXISTING BUILDING ALONG THE SOUTH PROPERTY LINE OF THIS SHEET i 0 i lit I PROJECT at i I MATCHLINE C SEE RIGHT FOR CONTINUATION • MATCHLINE A SEE SHEET Ci.0 DWG: EXCON SONIC S 0 N DATE: JAN. 2010 BC DATE PLOTTED: Jan 29,2010-749am M&S DRAWING FILE: W:115100ICIVILIDWGISHEETS115100 EXCON.dwg SON(T'r SON( ,' I (i I I1 ■ , , / 811 1 r ■ 'y 21P- N ;,0 / Know what's below. ■ ' ■ Call before you dig. P:-.4./ , <c%ED R 0FFs,,. , ■ � �NGINEE� /O t� 14013PE 9 "--1 1 1 ■ 0, ,' // N I I w OREGON I/414 Y i i jo► ) -----_ Fri E• ca la, :.. } Ls1 J _.:, I / I • ~--.. \.,r / EXPIRES:!�-t /I( 1 ill !-1 if R / ._.,. 3___ ,I 1 ____ / 7 e it)ICV _•".. ••tea',,, ': �__+�+.....'._._.•„ _, +...+�.'�-,_1 0 20 40+ TikLetA(11 + _ _ z� - _-_� -..�......� --- _ . - _ .._/ / + + _ + + ---a...,.` 7 - - _ _ 2_ - \- z / , - �� ■ ` SCALE:1"=20' 0 i + + + + NEE CON + + + + + + + O ---- �` - ,,. - Ce 4.4. EE S�`HEEC2 -- / 4, + + + + + �+ + + + l + + + + + + + - - - --'" --, \ �\ / l t I / 'I / \ + + + + + + +_] + + + + + + + + -oo- ` - - .�4. c-O I l + + + + + + + + + + + + + + + + + + CD.1. �/ A + + + + + + + + + + + + + + + + \ �1• / / �� TREE PROTECTION lai 1,--c p / . /+ + + + + + + + + + + + + + + + t, �.� • SEE SHEET EC2 ocy/ ; 4 + + + + + it + + + + + + + + > + - -.._ �., Q c I i / ;, l + �- + + + + 149+3 + + + + + + + + + "'� Al,. Cl/T FORJEM!°_41 0 t / 7 ' i + + + + + + + + + + + + + + + + + �\ r j t TC 0.93 TG22 ,RAVEL ACCESS_ a l I l .� D' ��..■.. - _222 _ - - - •..• - \ _._ : •; . _ - -RE i.., 1„ 44 / i / iviit, Z� - - �_ G z�2(L4 - - - - __-� '\ � O � � Srr IIi O♦i p u 6% pill/ f o <t o w / I / l A� -,,.r TC�20.28- ... JC2 1.23 �`_ r ; d1 - /ew _ __ 2 ` �� - /�C 53-�- _ TC220.72 - - ? - - __ - - ,,. > CO Q 1 1 11 1 1 - L� '.2�-G _ TC.220.2L _ Z .TC220 72 - -TC 221.0: - -7.---„ _. ;. -' > I + .. T�222.72" 1 a / i/: �1 �\ - -\ - : + - - - - - - - - �-- TC_,2 . 5 l I ��• I + �� TC219.99'„ I -= -11°4� - �_ -.. - - TG.221,80. - - - -•�'�,, - \ - J 1 - /ll N / \ ,t r AC- -- - -- (-� - "ITC \�. .� - - __ l c• / 0____ 0. ' i Vii. r, ; I o�� - - - - __ 11'-':-.- 1 v, o l ;�j ,; � ; V22B.� - F 220.00 - _I f -1'C222.44- - - .- 4/ / ` ' 19.8 1 I irC221.36 \ + + . / / 025 N ' I GB %: ; , - I r'.-- .. _. _._ T 121ZL - __ ` __ ,W SW218..' !f// r A Vit 1 TC2 :6 k l._ 8W220 82 --tev I TG 0.7 -- i _ i ---' -.'.. kir gX TC z 1.62 ': , 4 as*- l 1 � - �� - .��,.._ .� - - - - - - _.._ - - .r. -•i -- li�"i: -- - =`- r y2.32+ ER + + o/ ,. lir'.� \ ►, - I x28:39- - ,i ,■ ..-�.. - 1 ,� �, a ' '' " 7 \ . 6,- / � � ..r -‘4N 11101111116161111V."' NOTE. g ER 218.�1 I � _\/- T •r -rC�9.' I - _ - - �--- ____ - ---r x.74 mittarr/- TC 221:11 �� ii �"� I EXISTING SITE SLOPE/S APPROXIMATELY -- - - C .81 - _ - - - - - - - _ � :„.• 36 ,� i� s �, _ A� �, 3.5/0. PROPOSED SLOPES RANGE FROM \ 2 ; :. \ - - - - - 77 207_4- _ IC-2-2•.64 ;z `„ T'220.73 , 41-714114Ttiiill�© .. S G W d- / -,• o �\\74,-.0 ,\ � �J- �"�� ,�•`y� TC220.64 � �� --- � Q` '� 1/o-2/o UNLESS OTHERWISE NOTED. � >_ O O �,\I _ �\ T: 2048 - � _ ,.1* .� l o o �, rc21 .3o - - TC218.60�-C -- ...�. _ _IC, r.19 1� ;x'11∎- 'I�`0-' �p� },� - Q TC�''18.65- - -7,0.1.,......„__` ��'��A- �� - - - .- =iii': - - - Feta+.� 1, ,a�O-'�� 1�� ':� I ��/ v c�i „, _ w 44 ! TC2122 /GI + � - . li-rC22o.AL"-219 O o T• : -. - - - - - --G.., High-Pt / + + + _'�° '�� n iii I Q t� Z Q - z I 0 R -.�._flikic -,/c-- - - - - -TC220-12 x 21.2 �; i I rw LEGEND l �" - - - - - - - TC219. _ - - - Low Pt + TC0.93 ' ire a,; p -"J; C V O iii O >- 1, .... _. T� 1.5%- - % - yJ _. __ ,g ,\., Imo,, \�C q = v -s� 'TC2I. 75 ,--, - - - - --G . - - - - - - ___ TC 219. - - ___.„ - Apr + + so _1 t� • 48 ngb••Pt. �,. / f " ---_ -- ` -rte - - - •G- -114-1-90 . 22p TC 223.94 TOP OF CURB p ..._ � -, X229.90 �`. - �,�-.,.�„�� _� '�y .�CC221•.�B .� w�;� I C }- r c - - �.,.i��, •_ 220 0.t��. `j,� _- C21�.7 ®- - - _..�. _ - _ - - ire _. E + ? s' - - - -�C21�18 -TE �:. 5 Z.09�- -� U- - - - AC 22394 TOP OFASPHAL T c'Hi h Pt. - 1 21729 g w 12^��:.__.. �W�7- _.._ - - _.. TC219.60 -`*_ 2 TG21818 o a..-� - L� T - ` 17. I cn FG 22394 FINISHED GRADE/ I y I _ * , EXAC218 00 ?I FF22400 FINISHED FLOOR a l l ��' I FG 217.94 • c J OHU w r / / TC219.48 _-_ _..___..-_, o ■ icv ❑vr� C 22028/ OHU 3� 3%SLOPE 0 �o / /6 ll • P RETAINING WALL FG217.94 J / FLOWARROW U j Q 0 O --- , cal; '-''1 m EX. LES SCHWAB 2.2 HIGH MAX. RETAINING WALL N J I u z n � Ex TC215.67 # l� BUILDING _ -- -- - C ER �. -- -•- ----• CUT AREA I-- cat I ; 1 / EX FF-218.00± , _ _.- ._._... _ I►4 tcyrV GENERAL NOTES: o o + + -+ FILL AREA iu #f 1. TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CLEARING, DEMOLITION, OR GRADING OPERATIONS. e N �' ' {{ / TREE PROTECTION TO BE INSPECTED AND APPROVED PRIOR TO ANY SITE CONSTRUCTION ACTIVITIES. EROSION CONTROL MEASURES, o I o / TREE PROTECTION,AND ASSOCIATED NOTES ARE INCLUDED ON SHEETS EC1-EC4(SEE ATTACHED). ' 2. SEE SHEET EC2 FORARBORIST SIGNATURE. z 4 z I Q ^\ ; TREE PROTECTION NOTES c°n CONCRETEPAVING o J (SEE REPORT AND TREE PROTECTION PLAN PREPARED BY #3 12"OCEW " 3"AC PAVEMENT J O- 3 / TERAGAN&ASSOCIATES, INC. FOR ADDITIONAL INFORMATION) 1-1/2"CLR -- --1-1/2 CLR E ---) .‹:v 0 1. TREE PROTECTION FENCING SHALL CONSIST OF METAL FENCING AT LEAST 5'IN HEIGHT TIED TO POSTS AT LEAST 7'IN LENGTH DRIVEN INTO THE GROUND AT LEAST 2 POSTS 0 `� C / SHALL BE PLACED EVERY 10'OC TO PREVENT SAGGING. `••' •.. • l �- z•I is 2. TREE PROTECT/ON FENCING SHALL REMAIN/N PLACE THROUGHOUT CONS TRUCT/ON UNTIL FINALS TAB/L/ZA T/ON W/TH LANDSCAP/NG. `f' 3. LANDSCAP/N l IN ° .. . .� .,�, .,, *-�G W TH TREE PROTECTION AREA SHALL BEINSTALLED UTILIZING HAND LABOR. �, r�� rs r� BASE ROCK 4. SIGN IDENTIFYING THE PURPOSE OF THE FENCE SHALL BE INSTALLED AT EACH LOCATION. •, ��•.� •►• :;111-111-1 w I- Q• 5. EQUIPMENT VEHICLES MACHINERY GRADING DUMPING STORAGE BURIAL OFDEBRIS ORANYOTHER CONSTRUCTION RELATEDACTIVITITES SHALL NOTBELOCATED INSIDEOF � - fri- ---1 o ANY TREE PROTECT/0 1 ZONE OR Oil TSIDE Of THE LIM/TS OF DISTURBANCE WHERE OTHER TREES ARE BEING PROTECTED. _;_ M.....-.gym_ m� µ� 6"MIN CRUSHED SURFACING CD Et / iii 6. THE CITY OF TIGARD REQUIRES THAT INSPECTION OF TREE PROTECTION MEASURES OCCUR EVERY TWO WEEKS DURING THE TIME THAT CONSTRUCTION CREWS ARE ONSITE WITH 2"M/N 3/4"MINUS I -1 I •_,M . wM m ..:wl Lo ff WRITTEN REPORTS FROM THE PROJECT ARBORIST TO BE SUBMITTED TO THE CITY AFTER EACH INSPECTION. CONTRACTOR TO COORDINATE INSPECTIONS W/PROJECTARBOR/ST. o CRUSHED BASE c� y 7. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT SHALL ESTABLISH FENCING AS DIRECTED BY THE PROJECT ARBORIST TO PROTECT THE TREES TO BE RETAINED. THE 3'-0" z / --... ..,/ k APPLICANT SHALL ALLOW ACCESS BY THE CITY ARBORIST FOR THE PURPOSE OF MONITORING AND INSPECTION OF THE TREE PROTECTION TO VERIFY THAT THE TREE PROTECTION �n COMPACTED SUBGRADE(95%) o MEASURES ARE PERFORMING ADEQUATELY.TEL Y. GRADING NOTES: CA o l ' / 1. ALL STRIPPING, GRUBBING, GRADING,AND COMPACTION ARE TO BE DONE IN ACCORDANCE WITH CITY OF TIGARD REQUIREMENTS.A SOILS REPORT HAS NOT BEEN PREPARED FOR THE PAVEMENT SECTION(PARKING LOT) •1 SITE CONSTRUCTION SO APPROXIMATE STRIPPING DEPTH HAS NOT BEEN DETERMINED. THE CONTRACTOR IS ADVISED TO DIG TEST HOLES OR USE WHATEVER METHODS HE DEEMS ° SHEET �� `� I (SEE PLAN SD-3 TO QUANTITIES. ( 5 3 FOR al r 2. THE CONTRACTOR SHALL VERIFY THE EXACT STRIPPING DEPTHS AND L OCA TIONS. MACKA Y&SPOSITO, INC. DOES NOT HAVE THE RESPONSIBILITY FOR DETERMINING THE ADEQUACY OF ADDITIONAL INFORMATION) ' STRIPPING OPERATION. NO SCALE / ,- 3. MACKA Y&SPOSITO HAS NOT DETERMINED CUT AND FILL QUANTITIES FOR THIS PLAN. THE CONTRACTOR IS ADVISED TO MAKE HIS OWN TAKEOFF OF EARTHWORK QUANTITIES AND o C 1 <, 2 / DETERMINE HIS OWN QUANTITIES FOR BIDDING. WITH THE SIGNING OF THE CONTRACT FOR THE CONSTRUCTION OF THESE IMPROVEMENTS, THE CONTRACTOR AGREES THAT THE `�to j /: ` / EARTHWORK QUANTITY IS SA TISFACTORYAND THAT THERE WILL BE NO ADDITIONAL CHARGE FOR THIS ITEM. DWG: GRADE SG' S O N(�('c, DATE: JAN. 2010 ON DATE PLOTTED: Jan 29,2010-8:04am M&S DRAWING FILE: W.•115100IC IV/LIDWGISHEETSI15100GRADE.dwg S®N comic,' 811 ,.„.„,„ „„v ,r Know what's below. Call before you dig. '\`‘,0.0 PR0,e8er, -ji \ tV 14013PE 9 t' 1 94+00 OREGON �" ----._. _ 0 20 40 � , , ----_. _ _ = 9 � % Imo. ------ — ---___.___ 193+00 SCALE:1"=2a �.p/C _ z s '1St'��, / STA 193+84t EXIST STMMH(TO REMAIN) _ +- E. CP u` — CWS#UNKNOWN. — r-'----__ _ EXPIRES:(?( t - 192+O0 O —`4"-- -- _. _ �, _--. S-_.______sD —+— N SD SWPAc/flcH/GH�i _ _ 1..... SD \ Y(OD0T) W Z - ----_.___ 19O+00 O sD \ — to :_ \\ SD - s° I STA 190+661 EXIST STM MH(TO REMAIN) - 189 W \\ SD CWS#1802859 { -. i \ SD ~\ O SD 4 - -- A 0 SD os SD _ � 7 i \ �Q ® og _ -- -- SD SD } D i H (.3 O , Q z cr) w ,_, v_i ix) > m .4. " E 0 IcDMkom u c °▪ <z ° o" o t]C � >. = I- w v0 2 Y IV)0 > Zm v O Zog3 CC CV > aa r-I > Li SW C/F/C HIGHWA Y(ODO T NOTE III 111 ea cs STA 183+62.90 TO 190+43.91 IS COMPUTED CENTERLINE = N STA 180+00.00 TO 183+62.90&STA 190+43.91 TO STA 194+50.00 IS CONSTRUCTION CENTERLINE a o�S .4� cu 220 Nt. -I W } 1 { 220 E { W 11_1 F 0 E. f_s 8 1 z P, k T 7,i in N` 2I 6 r - V W V 216 U Tt Q ® w �• ("`,1 ri O - O _ i o EXISTING GROUND - ul V O v Q �_ I ' o 12'EAST OF CL _ LU = co TT 0 I.E { { i { o o I EXIST Ste? tr) S11111 212 i - - -,_ _. _. - _._ _.-I* __. __ _i _. __. _ EX/STINGGROUND _ _ _ - _ _.w _l________. .._.,...",___..___._ .,m.._.,..,_.._. ._ _ ..,,.. _... ' _ , �- ............... _. .! O 12'EAST OFCL j _ I _--- ----- —_'_"_' .---- p r--o f . m € CJ ~J 1, a2 ____-------rw..•-- —._........... -- 0) \ lift 0 d 3 ((4 —....{.-------;-..._ ---- : EXIST 18"IV 12L 227 S-�7 , © u. � u 208 [ i -------- - w r J { 2 08 Vt-, ...... EXIT 18"RCP L=3�8'S=0 0125 L-1.1 \*-4I 1 m 1N W I to 204 1 ' --\-.cco c ! 204 I- n ... .......... 't k.'1Z- __ ........... • Z�00 `� { �1 i h € rr^^ F v, 200 '^r' { us 200 {1 WWzi { ; o NNNN d S� Z O __, 1.. +I , ,: WWWW = 1- I z z E �)C) 1 cn 0 196 ,. { 0 p CZ z` N ao { 19 �w a 6 o ,NN ` 0 Q ` NN 0 W NNN E V Q z 192 cy.,t!IiL 9 f 2 i E U 1- 0- I Z (I) { { { o 188 E v 4o 188 { U 1— Lo [-:. __I _ _ _ ._ _ !_ _ _ .. i _ _ __ . . w ..w _ . _ _ �._._w.M..,...__m_M.w_M_,.".Mw.. m, ,w. , ,w,....w,_ w.".,...... _..__. . w _ . ._ . cz)(!) E { SCALE:1"=20' E 1 ( SHEET Y ° 184 184 € I i 1 � i i i E 4 t L 0 19400 193400 I 192+00 I 191+00 E 190 00 189 00 f � s { DWG. STREET i 1 DATE: JAN, 2010 50N(�('c, _ 1 SON DATE PLOTTED: Jan 29,2010-8:07am M&S DRAWING FILE: W I15100ICIVILIDWGISHEETSI15100 STREET.dwg S O NOC SoNC .. „ 811 . _,, cm,„„vi, p,-- STA 187+0426 CB#1 '`N NOTE: RIM 21748 a EXISTING DITCH INLET HAS 12"RCP OUT(S)AND DOWNSTREAM lE 213.98 OUT(SE) ~' I Know what's below. ° MANHOLE HAS 18"N-12 IN(N),LOCATION OF TRANSITION IN ∎ - - ° ` - •- I Call before you dig. p PIPE TYPE AND SIZE IS UNKNOWN.REPLACE EXISTING 12"RCP STA 187+04.20 STM MH#2 y g N DURING INSTALLATION OF STMMH#2,LENGTH UNKNOWN, EX.DITCH INLET(TO BE REMOVED). ........2.0 40 ° Q q. V MATCH 18'DOWNSTREAM PIPE TYPE AND SIZE. CWS#UNKNOWN. " SCALE =20' EX DRAINAGE DITCH TO BE FILLED AND REPLACED RE VERT N •° / L9 PR OFF 1.,� INSTALL STMMH#2 OVER EXIST 18 �� SS W/PIPE CONVEYANCE.CONNECT TO EX.MANHOLE L RRIFY N ��' �N�i"ER �O L.l J N-12 STM.SEE NOTE THIS SHEET. TO THE NORTH&INSTALL MANHOLD OVER EX.DITCH a -`` - / 14013PE 9 ll,l INLET TO THE SOUTH. ~ 4.4,"�• • ° -._ I r" Z CONSTRUCT RAISED ACCEPTABLE TO ODOT INSPECTOR, �„1 ��; ° ° °: a° a- EX.DRIVEWAY 1��/ ■ (/) CONSTRUCT TYPEA CONCRETE DRIVEWAY MEDIAN ISLAND(SEE CONSTRUCT RELAY EX MATERIAL @ PROPOSED LU,1 /` DEZFULL/AUTO r � Cam-'' LU (SEE ODOT DETAIL RD.715) ODOT DETAIL RD.710) PERPENDICULAR STANDARD CURB(WP) CONSTRUCT SETBACK SIDEWALK SLOPE FOR CONNECTION TO Z • . a` °. ',1' SALES ,o OREGON•W +00 RAMP(SEE ODOT (SEE ODOT DETAIL RD 700) (SEE ODOT DETAIL RD.720) Uj a a • PROPOSED STM.M.H.#1. ° 4 ° :..: , 9 ,. - -f-' __ 188+00 - TC216.75 DETAIL RD. 756) 187+00 ° 1 185 LlJ .'6.`i'� • • 7 < -,/0�L Y Zs,1g9 %�O I - S15 3540.69"W W p STA 188+40.54 EXIST STM MH(TO REMAIN) TC ± " - I - c - I - - I - - I ° ° . ° �,- � E• P `% /� O CWS#UNKNOWN. TC TC '° PV C�0 SWPACIFIC H/GHWA Y(000T) / EXPIREST /N) 16.77 21722 217.30 L=5;S=000 EX.C.B. (TO REMAIN) p I r 1 /115//// piir ;j ` CWS#_„f NKNOWN 4-) a a END-SIDEWALK g E -- ---- -- -- 1' -� 46. CONSTRUCTION,) ^L. .//'■C• E i SD t SD so O ' so - - - ___ __ - - _-- ---- - """ \' �---. ,t.._ - �. ° CONNECT j CO o ___---j S ` ' RCP STM ` `. „i(r. / ._. ; ' `>; - �- _ -- - -- ��° S< RIM 2?2.1t �l,l .�, \a �- D a �' --�-- �b q so .' JE217.36.� �, BE q ° ,r £ U•� t Z � OUT o • •6 1 0 ' REMOVED '�"' ' ( ;COMM C MM COMM COMM ha ° •COMM ` O i; ? € €• v / a /// -- .A.:Ai.- v., oi; - I • • . • 404 Q STA 187+89.98 I { ill j -� ---' ;t ,� '; C•� /16'/- a C� .-. ° o `' MAT BEGIN CURB { _, CH EX.CONCRETE CU O i\ RB STA 187+63 49 STM MH#1 / _-___ -' REMOVE EX. TEMP.ASPHAL T RAMP j ,� �`� :... ° .:0/NLAN-D-UsCcArpCEOMs:EipRsCIAL ,l P CONSTRUCTION INSTALL R T 0 -�"~ AND BEGIN CONSTRUCT/ON OF �,_�� Q IVEWAYAPPROCH Q y� OVER EXIST 18 STM ® s i •gyp► ��!/� SETBACKS/DEWALK 't , r �R,'� \ f / , \ > (SEE COT DWG NO. 162) g ;;;D'� / (SEE ODOT DETAIL RD.756) 1 •, � -\�+ © �+ �+ ` . , DWG.N0. 120) I •. T�V�ATZ �7 ON�t� 1 ,; l SEX.S7'M. C.B.CWS#180832. ,,y' i i: 0 , 1 �,___--- REMAIN) I • 3\ \ , ,� ; t I?E'1b16W EX. C.B.&INSTALL °- �0 CURB RETURN ' I .�- CWS#UNKNOWN ; \ 1 ; ; �. ~ I--A C1 U N DATA(CLOCKWISE) �. ; �' ti CURVE DATA STATION ► �' � \ ' \ C.B. UP3'Tf CURB iii �' - j @ '�'I - /// R OCA TED STM C B.&LE4D t t r t t t j i' i•s• l E 1 ,. ��•``, �� 0 i TC ELEV. .,- • ;_ _ � '- t'; =f. r '� 1 1 r URN \ER STREET 215.67 , , - ; ;t ,Q v, ; j ` • 0 ..�� _ _ Q o ,,.t; t; t, £ cv O 10 ASTMD3034 SDR35..° • EX.DITCH INLETS(TO REMAIN) --..�° � p ° ' CWS#UNKNOWN , z F �\ ; so L-40 S-0.027 d=82 5647" 1/4 PT 216.11 !}J - :: - 1 ; '; c�� ; ` _.\\ ��, \ . 4 j I r EX.STMMH CWS#179786 _� D 1 fi / A; 111 ( ) f:;: 21fi 55 ; ` I p - `` - �'� ©A 1 � SAICUTAREA FOR CWS#182213 " 3/4 PT. 216.90 \ �. �,' 1 p D' • p °1 _ ---` \� __ �_ % �� ST /SAN/CURB EX1E215.58- 10"lN(E) Z • --• \ -' i''"' - EX 1E213.94- 12 OUT S ER SITE 217.26 \ 1 -'� _ 1 •1/@ o C NSTRUCr/ON J:A ,. / t r' c,',. I N "17.29 f-.�� 14`. ,. 1 ° ° cn lE 216.28 -10"INN '�' to• A, l 1 .. \ • k kil \. \ . •C2 CURB RETURN DATA CLOCKWISE ° ' ° '. �/ '. - pD ► \ o ICV lig� i, _ _ rn o r . \ ' ‘ \ CI D . ,.. 000 ±2 CURVAT/ TCEEV. 5i // :N: :;*1 \0 ! EW,��. BEN WALK! N00), I. ° 1 is:. ! APPROXIMATEL Y98f v > > w 0 1°u MATCHEX.CONCRETE CURB w to = > m to R=2500' 1/2 PT 218.15 t '� � , t p 1 ( ,1808 t °. . o 1 :. S N �URB UTT6.48 3/4 PT. i= \ , � , � \:ti:\ 1 •p'. j �ER SITE 218.01 ,` , • , , i� , ° ° ' ' \ • TIGARD SONIC PARCEL, 126) N < z 0 3 \) , (S E CDT D G.Na 126 v CONNECT TO EXISTING co r„1 Q. SIDEWALK ALONG LES . N SCHWAB FRONTAGE. • 0 20 40 � S VIV PACIFIC HIGHWA Y(ODO T CONSTRUCT SIDEWALK NOTE WITH 2:1 CROSS-SLOPE • p_ �_ STA 183+62.90 TO 190+43.91 IS COMPUTED CENTERLINE I SCALE:1"=20' EXISTING TOP OF 0 STA 180+00.00 TO 183+62.90&STA 190+43.91 TO STA 194+50.00 IS CONSTRUCTION CENTERLINE CURB. Lt v) PC co kiol al ( j @ CURB RETURN DATA(CLOCKWISE) 5' _� 7' I • _ i ` CURVE DATA STATION TCELEV.. ea 1 ER STREET 22264 TIGARD SONIC FRONTAGE(STA 187+49.45 TO STA 185+4 s 78) i d=51°20'46" 22252 I PROPOSED 1 _ 1/4 PT. DETACHED LANDSCAPE STRIP 236 I 1 (DOT JURISDICTION) I , 236 R 25.00 222.40 tlt `r w 1/2 PT. SIDEWALK O O • L 22.50' 3/4 PT. 22229 = 0 -it-g81 z i- • • •€ 1 • 1 • I 3 Q ER SITE _ 22217 ��_��_.\u��_. Y �n W 3 0 O ' ICI a . . ® Z n " 1 U F ® CURB RETURN DATA(CLOCKWISE) �►°;� Z • ...y_/r� m H - 232 £ , ��=-=�/r r/ - o € = m 0 ,. ._.____._;- ___._._.-..__._�._.._._____..______________.__.-__-------------<_.___...__._______._..___...__�._.__.__..___._._.._._..__.____._....__..______..______.......m..........._...:...... ..__. ____......_................_....._._......_.........;..._........................_......._._..............._...........- CURVEDATA ® }- ,�. � 3 fi � � �• STATION TC ELEV. ! € V : W EX. ROYALTY PARKWAY _ Z N ER STREET 221.72 z - z • I 1 p N p d=53°57'07" 1!4 PT. 221.60 STREET SECTION V 0 w 0 J 1 • .. V R=2500'00' 221.16 Z = v 0 _ Q.. 1/2 PT. STRE'E'T S'E'CTION DETAIL o 0 _J u 181? 228 r u, °tom, L=23.54' 3/4 PT. 220.72 to) O v O Z 1 vs ^ �i 228 ER SITE 220.28 SCALE O.. Q w S Cj 1 ( t) EX/ST TOP OF CURB- r--- , g O !m 3 Q Q SWROYALTYPARKWAY �• X I IL 224 #j' ' I EXIST _;--3 ' 224 w iu? i t i. . £ - " .. I ' t 3 _...f'�� _. O 1, c PROPOSED TOP OF CURB- i .. - S ) W • £ _ � € � - rte- -' £ N /ko,4,..4/ji K .1 cV £ € V p Z_ c1 W v 3 W N 1 € --- i 2L 0 1 E I 7 ��_•-_ "5 I E - _.. ..._.- __ _. .�, Xr.. a��..... _ EX/ST/8 FRCP L=50 S.-D 0095 _._...... E 2 _.. ('� ___ __ T. �. € .�/" t--rte y? yZ �, y_ W la.LI CL .\ "� W £ ,� Cl)� � - Z I + € � PL EX/ST GROUND 12 EAST OF CL- - £ £ / .ro 0 r< .�:�:' �aa'vb� 3 .� I ► i �t - ='175 $ j W ! , Q N RCP L � W �.. 50 t MEDIAN/DRAINAGE DITCH 12 TRAVEL LANE 12 TRAVEL LANE 6 BIKE LANE _ 11 _L 1 D 5 cn EX/S7'TOP OF CURB- 1 '� c,) _- Fi 18 W1-. Lki. _ . _........2!V F _ ; 1 - iI_ __ ( ) 3 ...^ ''�'�'•e''Pvi 6� i Yd..�,..s: �- Lu..._ E �.Z Z V ') 2!V ..._.... ' CL LIJ ier. £ W i tV N i I t 0.022 --=- f ... Y V y/=/ rir /ii I CIP) • - --- ---� ..._ - 1 ' I. V , O '� I SOUTHBOUND EX. Ac sawcur _ .ter:= 0 Co EXIST S S__---- _ -,.-- t y 1� N n1 ` PAVEMENT _ _ C7 U_ cz n .__-- - - € 3 °„. , \ Z N of Ci o�of Co LANES = ",�'"°yj�=j// /// J W ! 1 Z�NNNN �i Q t • 0 � _ 4 5 W CV U 212 � N � 0.2 u,:. l I 0. WWWW 212 I � CONSTRUCT_.... __. _...._...' ..._._ ; ...............3.7_.5... _ _ _ _- \\ : f 92 L .. r_ - 3. __ ______ _____ ��.,. LW._. g.... �..... ti�...._.... __......._..._.. _._._......__.._..._..__............._.... • • • II C.� Q z EXIST 1�8 �' € of cd 0 ...k.- .. ... .... BASE -/%�.0/�Y////co co c EX. ROCK = Q 1 4 to \\\\\ cy Cf) CONSTRUCT o� LU W STANDARD �--� Q vwWwW L_78� } � ! �f W ti W E CONSTRUCT SECTION TO MATCH CURB ., Cl) (.� (- EX. 8 AC PVMT WITH 14 ..I -'- Z,`): \ c N W C■` -. :: BASE ROCK MIN., OR MATCH W ti 0 ~ I--L-1 z 2O8 -� I fi '� , J f I 208 EX. IF GREATER) O L.L. Q C.3 --� ' u }-- - LO J £ W ZZ�- ° �N oco o� . 1 Z (�t\1 tV4.1 I .• is O 3 s \ oS .- '` j £ 3 O: a' 1: t\ • 0 0�o _:, 'r�) Co o 'wro o m N cNi c STRE'E'T SECTION DETAIL IL o 204 ,� �� ' 1 1 1 1 L Ci) N N N 204 NO SCALE IP. I E � _ b' v.cp...°. . -____- U,a_4_ _ 1 ill i g (4 M ! � WW, � � WW� W \\\ ( SW PACIFICH/GHWAY SHEET N NI. l'■I.,I, , 'vJv,vv ' ! • I 4_, 200 iv € 200 SCALE:11"=20' ` { C 2 ,. 1 € f f 1 189+00 E I 188+' 88+00 • 187 00 186+00 t 185+00 I I 3 1 £ £ DWG: € I E DWG. STREET t E f € 3 : 4 3 1 £ DATE: JAN, 2010 S�N�► SON(�c,' DATE PLOTTED: Jan 29,2010-10:01am M&S DRAWING FILE: W.�I15100IC IVILIDWGISHEETSI15100STREET.dwg SONTh SON( 811 . fit: m , ,,,,,,, --- „,, Know what's below. ..s;; ; '---- \0 1�� before you dig. .t.., ��%ccO PR OFF (V �Cj 0.0INEF� -- U 0 20 40 14013PE h N •1, r W SCALE:1”=20' peroy OREGON �O 9�/p vei<V 2 6,,9$b %O ILI LU f00 184+00 183+00 182+00 181 +00 /C A� 0 EXPIRES:( '��l/� 1 STA 183f74.01 EXIST STMMH(TO REMAIN) SWPACIFIC HIGHWA Y(ODOT� CWS#275651 v) / N N. ■,_ -\ \ ? \/ .,-,.-.. -,,,. SD SD SD r` SD ' Sp SD SD \ __, ---- -� ��i1��••��j� �__.`° _ �` `\,----_____._ t _1 . ..Lu - l':- i- - / - - ,,: ,,, \ . / iiv.#1•4•p#,r/ As ...,,,,,,,,e,.. I - _..,,,, — ) SD ANIP Fr i --- ---- ---- ‘--.*.- .-_____ Z / -7 7 \„ -,,-,- ,..0,r.. .414.1.,.... ...7.1......v: ' - SD SD -7-7,----- ------------------__--____--- —_____-___-------------111----------2---j-_.---\t------4 Ii14;1111:t1111111'.----\ ---- ------—. / — — _ 4k— ,- _ _ ix I .._-.-- — - --.—----_ _— ir r — — _ I I &I*/ / I CO Lc/ w' Q 1-- I t 0 / . . / Z co / • 0 I us ,, e-I k0 M d' N E I cC ccomh uu / ce al _ .... ,,..„ .... 1- 0 p O U w�m .r--8 1.1)ko 0 I tW-V) E W 0 : 55 X > a 3 SPA C/F/C H/ H�A Y D T NOTE a STA 183+62.90 TO 190+43.91 IS COMPUTED CENTERLINE o STA 180+00.00 TO 183+62.90&STA 190+43.91 TO STA 194+50.00 IS CONSTRUCTION CENTERLINE e in %� OS Y u co 2 { F I 244 I ' J° W ° ILI - fil i ii IC; 240 ss — W...., & to „Q 0 -1-: - , - — ^ 0 i". 0 8 1 z ' l i L11 r CI vi E � 'c'.) 1 V , k i i x 6 1 2 "di§ _ O _ LI'l� ' �''� 236 � � o ° Z "� , 236 ___ _ EXISTING GROUND ._- __ _ _- _. ,___. w.. .�- ._,. _.. ._ .__., ,»,.__. _.,.____... _.. .,,, ,_..___ _,. _ _.,... .w,_«__ _ __ ,. . -»,._µ.._ , ___ �r ii_ V _ __._ 12 t.�9ST OF CL { , r -m i:-- '.— :0.0,51 135 S Cr) — ——— 24"Rte' i 3 e -� w r j 0 Lki o ._ ...- 2 z i i LL1 I-' kN€ U�c M 22{228 Q ' ... 1 N Z N to• —EX/ST TOP OF CURB ! '_- M N ~~ W © — - 37 S-0 350 I s c ,0 I' 18"RCS { W E °�° C�' _I 5-0,033 _._.— .-—_•..._..----.. i � � � ► DO 1ST —'' { i I 224 224 I 4£4 { 4 p�-955'5 2 I = Z Ch c,_ 0 ci)Lk, EXIST�8n RC N 0 1 k ,tzi,..: ttic\i WWI L� LLI J ZZ J N CO N 0 220 220 _ » _,_ a,» —_».., ti o 4 )1 �o t ( Q N crcyy N I n w gi= 276 o N�WW W 216 a- 0 E— - - ,_ ki lqiiI. ,I•i. .. __ _ , ________ _ ._, _ 0 - 0 i" 8E,1 c) € E f Z CL o I- 2�2 I 1 { L � 212 E r SHEET ° 208 E ! E ` 208 { E S i C2 , 2 { E € 185 00 184 .00 183+00 182+00 1814.00 G. STREET I i .j SONg : : : I . , (\'ON!) DATE: JAN, 2010 ' E F E S DATE PLOTTED: Jan 29,2010-8:08am M&S DRAWING FILE: W1 15100ICIVIL IDWGISHEETSI 15100 STREET.dwg S O No' . , S®N 811 cr 44/0). (k. I ■ 10- LL4��/�� I. f W kil , , : \ Know what's below. ,,� Call before you dig. I.- eZ".41 1 .!: y. ■ 14 i ,F• g s,. I .. ��'f GG�EO P R OFc f -- V - - cj�` tiyGINEF `str/ - -._ N 14013PE■ ■ �' 6, / ` S i•` / / I/� OREGON v r- ,: 2":7/ I ,--t' e • _° t ,,.>,., -_._._--__---I / I ■ <1` 9� �,� �, o� / . ° / r, �' °' �. -\____0 v EB ~�" ■ EXPIRES:!2-��(. fillipir ---...._--- .., 1-1----t- alfr ■.......... V "` 0 20 40 111.10111 1111111111111111111. .......____, / \ \4k ■ V) \ k N STA. 185+73.79 / > 1 \\ _... ...,,,, \\ \ O 1,1 �- \ .. TAP TO EXIST. WATER MAIN / • / AND INSTALL 1"WATER METER I ti/ \ . \ t, \ / ( W &2x2 DCVA BEHIND WATER 'NJ/ ;� l o / , PHASE S METER,AND PRESSURE O O / / e II \•REDUCING VALVE �' •I ; l I ' I I ,L ,,-..;/•--, \ Q /- / 1 4"ASTM D-3034 SD VC \ . . O i /14' STA 186 2.09 - I t•/://"/ ' INSTALL IRE HYDRANT WITH CO CRETE U ;.-,v,, !�.�, __ _ ---_ (PRIVATE)L=5`S=0.020 N 1 I I I a•• . I PAD(SE COT WATER CONSTRU ION i,�, i!,t, 1E217.20 _1,' Q / °� Ill NOTES ‘12 AND#13 ON COVER EET) ~�Z I �- Z 1 I f I/7`a ' o 1E218.82 I SAN I�#2 FUTU PROPERTYL/NE,/ /r�L/ PARTIl10 LAT w ■ I Q ..... \ I `c 1*< . t I *hell 1 r Q •• 'E OVEEX 6"PVC • ' ' �- � \ 43 I I/ ii...„ a e ,° ,� ° �- ° �a�I ° • ,��+ -e°.� \ e °` B#7 O � /�I S RO�FDR4/N °) . • ° ° • e �� . e • , Z C`) o ° 4-7 ° ° • e ( ° RlM-222.22 II I o 111 ° ° . ° e ° • °�\ I I . 1E218.16-6 OUT 044•• 711 :. ° ° ` ° ; e • !J ° ° --- e 'd " D3O 'VC., .�1 '- > m d- N E •/ / may. _•° °° ° 1M==219.53 L=71'S=O.( tea--�-.�- ; ° °' ,� 0c m al cr, N cr) 00 o,,, i'l \° ° 1-6 OUT °• / ° • " �' p Q �y vil / L./if• 1 °.�\ ° •e .a• a lE217.5 (BJ .� ° i '�-.' 'EASEMENT 1 '• • . • � ATI�I'DN3034,SDR 35 PVC: • .• z Z p ..,�,n o•/ i 11414 .4. �• t 4 a°° • ° °° �" _ "-A TM 0=3034 SDR ° ° ° ( ° (PUBLIC)�'1�1 S-0 030 ® w �p p N'• I l I • o �. e f-- ° a 4 PVC A'STM D3034 SDf�'355 PVC(PRIVATE)- ° • •® �•\ I. I' a. \ . --: = H w .. ,..-p-cYo • l f v e ° L5aS=0.0201E21T.4r a > > ii ii Sj0 e ° ° l w u / I = �� •a• 31 - 060 \ e `�• ,4 ? w `__ > Z v m• •I I. Cam' `- - - - -- c ° • e °, yl-% 2 � . / ' 1', ��'0 % --� "ASD-3034 SDRc3 PVC PRIV TE) ° ° -- `` ?Kr�� Q Z ilNr 1 €F - ► - G__ ( o I a �, �``.--- _-„, / .i :L . .� L-5 S-0.020 -- �.. -6 PVC C 0 2c•i , !; _ 7 Ii I t ..�.. 2 /E216.99 0, L-44 S 0.010 5 •wellim. INSTALL PRESSURE REDUCING VALVE O / // /.I pi/ : ;.� f e ° . INSTALL GREASE INTERCEPTOR \ CB#5 / / c 1. !;/" I� I % % ° I 4"PVC!N(W)-216.89 j---rr-- -_-1E218.72 I _ * LI _ IA, a 1 t iv 217.9 OUT 0 if i J .., ,, 4"PVC OUT E=216.56 J c �) / ` Q� �'�I I . • I--•- •`. - _ _,_-cl - - - - - - . •- - O- ,r-- - - - -= - - 74-1' - , �-�� Ni..., c�� Oy�� cn ;. I �- '',�I, `'` ° •• ° _�� . . . � �� ,� ,a = fs: / CV �,GO S1�0� O• STM CB#1 i�, .�' " i 6"PVC -• a. ° - - g �5 p\ ci �� 6 DIP ASTM 030 - "1. . ° I '' °' •'° 7, r•> /r. �� 06 I�� /\._ - ,, � . I .� ° • � . ®�, °4^��:,M D-3034 S IR '� EX.S'1"M.C= � l ! l� ` �" � t�G '� o2S STMMH#2 t S�O10 - - - - - - - - a 4 • k - ,ia . • 15 " C(PRIVATE • �NA° ° CWS :0832. UT \ o C° F��S Q�I 1 S=0.010 ° �• _I, l .'�►•,• O E21426 ° .• v .e ,t\ - _ S #.0273 • °L S 0.020 ° 1 •" �1• ' ° OVEEX.C.B.d'r y �5�•P' yPe le U �.Q ° a ° ' , INSTALL C.B. \ ; P v• CB#3 litho v , �.,. • a ° C z �, i ; \ co o ° A I 5 P9. 2•RlM-218.66 L ON 'OL MH �"_ :_ .....,. e. UPSTREAM CURB/ r- ° ----/' 'N RETURN 0 / Q 1E216.59 OUT(E) IN (S E LTA! LOW 034 VII SAN.Sr D3 t '! I y / I ., 12 _S.i 1 _.._ .. . 4_._. ..,. ,... ...w. . . ._«,_. .�. „..,. _... �,. ..KU. I SANMH#�-. I ^ w c�, ._.._._ ..,,A .,.,_ �aa .� EASIENT EX 8 WAT I &mi.- t IE213.28 40 STORMTFCH lE214.f0 ( 8 AST�/� G i � '"""'� _ SJI L ■ 3p "�'� . �`"' I � 10"ASTM 03034 SOR35 ® p � ° � i `� m � � I '� G CB#f0 " G., SC 310 CHAMBERS CB#4 1P S� 1° © Sp •. �j� _ �n W n R L=40'S 0.027 r yz,,,,,,i0 or �0 ;0"` I _ 6 DIP 2 ROWS OF 20 EACH RIM=21898 S- �'��'s_, pv l a- 1 R1M-218.84 L=4 'S�005 CB#2 ( R/M 218.98 O,q�s C • `\ w. Q. V tY �, �' w 3 _ 1E216.82 OUT(NE) SANIT YSEWER LINE A \ � �� EX.STMMH(CWS#179786) ® - cY _/ � i,' ��216.34 OUT( RIM-218.40 " " ` w tL� o .. / .: �'`--- (S- PROFILE BELOW RIGHT) / , so RIM 221.14 �- c0 in O - ►. - " ��► �► 1E216.420UT NW ®G - pQ I �, �'a �� 6 PVG G _ ( ) / III EXIE215.58- 10"IN(E) o } V o� ,A1, �' EX.STM.C.B. EXIE213.94- 12"OUT(S) 4) z Q •• v 81i � i�a�i�� .�i ......r�r"��i��rrr�•�rr�...�i..��r�►∎ ∎ ∎∎i ►∎■�i �i�i�■■r�.•i■�Arrrr..ir��r�rn►r. •.►i .--_.. I `�, �"" � EX.AREA DRAIN ��` - / � EX.SAN.M.H. S#182213 /E214.14- f0"IN(SW) _ I N Z N ' � -✓ CWS#59551 CW V O w Q J 2`' STMMH#1 ( _ pd vw (TO BE REMOVED)` ,/,_....,..,, 4 PVC C900 „. C' ' l�',�� 1E216.28 - 10 /N(N) = v _ l I 111,110, -..-.-,i, .,,�,,-=_ L=5`S--:0.010 , y l 0 1► N O O u m PI - I - � -M~� E � 1E21502 4 OU ( ) � 1 , 4 PVC C900 CO#1 " AD#1 " AA. TRENCH ORA/NOR --- -� - J r . I �' P R1M217.84 4 PVC C900 4 PVC C900 CO#2 -E ,__ ".,.,J 43ipt, v O J 1, a2 • • CB#9 II I. f in 0 �� I f' L=37 5=0.010 L=12'S�010 R/M217,76 L=12'S�O10 APPROVED EQUAL R/M217.84 ■ Z .`'� RIM 21744 ,i 0 O I ;, 1E213.10(THRU) 1E213.82(THRU) L=f05'S=0.010 IE214.99 CONTRACTOR TOLOCAlF � � ��° � Ss o� O ACO TRENCH DRAIN OR N t._,:%, k SQL &ABANDON EX.6"SAN. . �: -� w CO O Q APPROVED EQUAL SEWER STUB J O CO/ o p \ I L-60'5=0.010 1 2CARTRIDGESTORMFILTERMH#4 CI 3 CARTRIDGE STORMFILTER MH#5 CDI STMMH#6 (� F- 8 CO RIM219.90 RIM220.17 RIM220.56 ` Q QJ `'� i.4 (cry 1E 216.19-6"lN(W) 1E216.20-8"IN(N) IE217.15-6"IN(W,N,& E) o It 8"‹).zo.4 1..g. z.1,... 1��@i�QJ ;. 1E216.19-6�IN(SEf 1E216.37-6"IN(SWJ IE216.95-8"OUT(S) �4 - W m2 Q Ql° 1E214.39-6 OUT(SE) 1E214.40-8 OUT(NW) I u = w / � o, �o0 f / -� I R .f i I V / _ cv N N BETA/NINA WALL i4, RIM 218.51 219.1 AC E 225 FINISH D GRADE OVER IPE 225 I >- o i : 1 LL-fl:ic (3-- �C ., .f: ; . EXISTING G DE OVER PIPE _--1-11,---- = Z , 0/ LIJ i_._ (h o 215.61 _........----' - 0 21561 �- `� � 3 _ -- � W co ul cil I ri�� _ _ _ _ _-___ ....... . _.T...... _.._........... ._. _......._._H.m _ .... ...... ..._._. _ O r , / n , E . . iffA • • • • • • • 6 6"STMT 6 W �-,. ,. .� ,r. •. �. �• s �► ar•ii•,skiff•i•�rr•i�i�i•i�i�r�i�i•i!sar 12" 2TEE ,. ,. ,. _� rt _ (n (I)• ,s-•Y-+�-s`X-�- .1,-. 0-..,.r`t-�Y-�Y-i'rt.-...A±`-•+•Y-��-,,-srt-+s r-•_.- -°•`z-�'z 40'x..L_-i..._-i.._.L..=.:5..-_:s.._:s.._..s.__.:L.,_�s.._.�_1:L_<L_.. S.._�..._5..�'.�_:L..��:.�.�_:L.._�:�.,,_z,,,_a,._s E/ 215.02 • •• I' 1 YR- 1 0.�T� -- 10 -2 5.02 � (n c.� •�, - �.'~ j _ 4�S�-0.031____.__ •• w HAMBERS 40 - STORMIECH SC 310 CHAMBERS . . n o ( L-11 w o 1*--C ^ASTM D_ SDR 01= (� co -• •'x-.. 16 cn I 35 PVC ;' i:1 `, J2R0*SAF' 20EAC� 2 YR �•: 30 12 ASTM 03034 PVC ;. 214.31 "~`s i E ' 8 2 15_ 0 Li j E M • • J i i E 275 _._ . .m_.._._.. T__!�!�!T!A'!A�!A�!ilk!l�!!4�lid!�!a�SAS!A!�!T!�!#�,��!�!�!�!�.�1I i . � .„..., _.,... --• .....�.,........,...,.,....... ,^ ----71._ \ L=317 S=0.00 8"ASTM D-3034 SCR 35 P L=70'S=0.005 ' I SANMH#2 U < I- '• 213.28-" n i RIM=223.3 z (f) 213.28 213.28 213.28 0 i IE217.10- "PVC IN(NW) 0 to ! , 1E 216.60-:"PVC OUT(S) 0 V) t Cap with 4" Orifice 210 _. ..Mm._....._..._ .., .... .____..__ . ._._ __. _ __-____._.�._ ... _ _. _. .2_._.. STORMTECH SC-310 CHAMBER DETAIL -SANM #1 2�Q .��..._._�._........�.m_..�:X:��fi...M.l•=1.�.._ �11I��i...�....�..�......_..___.._.-._..�...__..._._._.�......�_..�..._..M..MT-..RIM Flow ControlManhole RIM 220.73 t' IE213 .8 8"PVC IN(N) SH E E T NO SCALE 0 ; EX IE 212.53-6 PVC IN(N) lE212.'8-8 PVC OUT(S ) o . EX IE 212.13-�8"PVC OUT(S) o NO SCALE EX.SAN.M.H. 1E212.63-8"P IN(NW) f CWS#56831 ADJUST MH Rl TO FG • C .,...5 , 0 EX STM.M.H. SANITARY SEWER LINE 'A" CWS#180301 DWG: UTILITIES SON(�('c, �0I11k DATE: JAN, 2010 DATE PLOTTED: Jan 29,2010-8.•51am M&S DRAWING FILE: WI 15100ICIVIL IDWGISHEETSI15100 UTILITIES dwg S®Ng SONg . • • � R.- I . . , .' - Know what's below. La . . Call before .ou dig. 9 CURB JOINT 5' MIN. SEE NOTE 5 ROW DRAINAGE BLOCKOUT 3" I.D. SCHEDULE 40 FOR CURB INFORMATION . • 1" 1-6" DWV (ABS OR PVC) SEE CURB DETAIL • 1" BATTER PIPE W/COUPLING ROAD 2�---\\11 11=11.11-11 11• R/W ROAD-r-i•_i �1��il�ll l --1L�iL�Ii°�ROA � =»" � „ If 1f 111=r1i ';'-44ii- 11 11 1f 7I=. _ ! II'— ROAD 1 6 1 R 1'_i::L 1� f =u i - -- I 1111 fl' -II- 8 ° ° v r1:I„Ir 12”•\_ " OF 3/4'-0" BASEROCK 6" q • '` I _;►�; SECTION A—A / COMPACTED SUBGRADE . ! 4 it-if J d U ° • v ee MAX. 1fn--�C _ 111 ° q —" m • c °b °a o00 o 0 00 0 c °0'00°°° o cc; 1 . BASE COURSE—' Cc' " ii'r;; D ENLARGED R/W OR EASEMENT • SIDEWALK ADJACENT TO CURB 24" u a. I\ AREA TO CONTAIN WHEELCHAIR CONCRETE APRON RAMP AS REQUIRED • STRUCTURAL SECTION 5' MIN. ROW - TO CONFORM WITH . tM9 _ • 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR COMMERCIAL DRIVEWAY . . V) -,.6.-2% T . v 6" ! APPROVAL FROM THE CITY ENGINEER. DETAIL (SEE DWG. NO. 142) O• ROAD .�- •11��, •�� I - 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. • ° •I I I°la.... • ..". �, L r.1 e q v LiJ• • 7,- I • d O „� : 3. EXPANSION JOINTS. ( . ft 2" OF 3/4"-0" BASEROCK i A. TO BE PROVIDED: A a • Q.• ' A:v Ai DRIVEWAY WIDTH 1) AT EACH POINT OF TANGENCY OF THE CURB. l . VARIES • COMPACTED SUBGRADE 2) AT EACH COLD JOINT. • ' * <• 4 `a' i , •. ;' 3) AT EACH SIDE OF INLET STRUCTURES. :.a•SIDEWALK AWAY FROM CURB . a 4) AT EACH END OF DRIVEWAYS. NOTES: 5) AT LOCATIONS NECESSARY TO. LIMIT SPACING TO 45 FEET. 1 l2" : ° . 4 • B. MATERIAL TO BE PRE—MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, EXPOSURE . 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE . WITH A THICKNESS OF 1/2 INCH. • OF 1-1/2" TO 3". j . 1_ . Q 4. CONTRACTION JOINTS: 0 2. PANELS TO BE 5 FEET LONG. � 25' MIN. RADIUS (TYP.) • \,_ A. SPACING TO BE NOT MORE THAN 15 FEET. ) 3. EXPANSION JOINTS'TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. • FOR RAMP INFORMATION O UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 5. BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO • SEE WHEELCHAIR RAMP DETAIL (NO. 128) Z 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. • FOR SIDEWALK INFORMATION '�'-' ko CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS.- SEE SIDEWALK DETAIL (NO. 120) c>—c m m n o 6. DRAINAGE BLOCKOUT — 3" DIAMETER PIPE: } 5. • SIDEWALK SHALL HAVE A.MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE • A. 3" I.D. PIPE WITH COUPLING. • cc a) rn °' oo CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. w Lo OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. • B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB R/W F— o a ° o SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. v W ° o a) CL 6. DRAIN BLOCKOUTS IN CURBS SHALL BE. EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' F— w •• ' SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. u >> W o 1D ti OVER PIPE. I--cn O > Z m E co zo � 3• Li- 'APPROVED BY NO SCALE APPROVED BY: NO SCALE APPROVED BY NO SCALE N > Z DG A AGUSTIN P. DUENAS AGUSTIN P. DUENAS AGUSTIN P. DUENAS cn < a 3 ENGINEERING DEPARTMENT CONCRETE DWG. N0. ENGINEERING DEPARTMENT . ENGINEERING DEPARTMENT DWG. N0. OW ENGINEER aTY�, ,� DWG. NO. OW ENGINEER ALTERNATE _ a_�ili�l��1i1'I'j.. 13125 9_W HALL BL . „„,,,),0„, 13129 SW.HALL BLW. CURB & GUTTER i,,,,,ai„, I,�{e\ 13125 S.W.HALL BLw. (, J�V- nO�•OREGON 97223 � ' 11CARD•OREGON 97223 �� 71GARD.OREGON 97223 rig 3 se4--4iia7 JULY 2001 SIDEWALK 20 ==R'l- .� re. ��D33 839- 171 JULY 2001 .44.451a, re (5031:34-1179.17 MARCH 1998 COMMERCIAL DRIVEWAY 62 a1Y OF TIGARD C v' OF TIGARD FAX: 503 654-7297 a 1 ' OF 71CARD FAX: (so3) 1 APPROVAL DATE 1 APPROVAL DATE MOM APPROVAL DATE Q Q CO • V • W 1. W SAWCUT /' O O ® om21 ? 6 SURFACING , (] 0 1 d z TOPSOIL MATCH EXISTING MATERIAL EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING Tl >� OR AS N �. - W Rcv DIRECTED 0 iu - fi O BASE MATERIAL i 81i Aga' al t ii3 I 0 v §ii 0,09.-Air a Z Z qA IN 2 =ii e 0 . a�.t . -J1. kTj 01,_ A4FjA4 Q c41 m. t�1 0 Z n'0 • „goo!)O0000O 0 O C• W6 vZ �. . gam; U °° oo °oo° Aa 000°�o°-° pt tl i r)EC o°, 0 0 000 0°0 00 0 0 0 000° o AGGREGATE BASEROCK (v°� a 4 O000O 00000 000000000001 y. � D re 2 -III— I1 I I III III es M i11— 0 a 1 I 111=111_ COMPACTED SUBGRADE v O • L---1___.1 ._.._ . • . . 1-- ° J , ,� HJ o r JO, r B LOCAL STREETS: r � J W Q1 �' d AC — 6” CLASS "C" ASPHALTIC CONCRETE, J W i c W " . AB — 4" .0-1/2"/2" — 0") AGGREGATE BASEROCK • • = n w • • a 6 - Mat , . I-- n l- .t < OR j,' z '` "' ; AC — 8" CLASS "C" ASPHALTIC CONCRETE .� Z 6" MIN 6" MIN MINOR COLLECTOR STREETS: O_ 6" MIN BEDDING BELOW . • OUTSIDE OF PIPE BELL z w' • AC — 7" ASPHALTIC CONCRETE, > Q j ®5 W 1 AB — 4" (1-1/2" — 0") AGGREGATE BASEROCK . Z I- = O .40 . - w 7 1 OR 4 AC — 9" CLASS . C ASPHALTIC CONCRETE w (3 U (y O O7 — \\\/// \ /// \\ Q \ \\ //\\ \\ MAJOR COLLECTOR STREETS: • o < w Z Q I 0 TRENCH FOUNDATION AC — 9" CLASS "C" ASPHALTIC CONCRETE, < W STABILIZATION, AS REQUIRED - AB — 4" (1-1/2" -- 0") AGGREGATE BASEROCK .. < • 0 0 . . E- O . .NOTE: NOTES: U 0 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 1. JOINTS TO BE TACK AND SANDED. I---i U Q 2. JOINTS TO BE TACK AND SANDED. 2. ASPHALT PLACED.IN MAX. 3' UFTS EACH COMPACTED TO 92% MIN. 4 c 0 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. 0 (I) F— C4 • - • 5i2 APPROVED BY NO SCALE APPROVED BY NO SCALE SHEET ENGINEERING INEERING DEPARTMENT AGUSTIN P. DUENAS TRENCH AGUSTIN P. DUENAS PAVEMENT DIG—OUT Q io,/tl, ;� ill?,,IEHAL, BLVD. CITY El1GI�1EER DWG. NO. ENGINEERING S W.HALL BLVDENT C 4 ,, 0 uplifi�'i1 f�l llrl. CITY ENGINEER DWG. NO. 97223 1 t VOICE 503 839-4171 CE 5D3 839-4»t ::': BACKFILL _ 1 TICARO,OREGON s7az3 1 8 O aJA AND REPAIR $z ONION 1 APPROVAL DATE DWG: DETAILS SON(�('c, S o Nll DATE: JAN. 2010 DATE PLOTTED: Jan 29,2010-7:52am MS DRAWING FILE W.•I 15100ICIVIL IDWGISHEETSI 15100 COT DETAILS.dwg SONIC SONX . . • . . . . . . . , . . . , 811 . _ - , •,•,-,..,,,,, r • , , -,,,,,, --...\\ II , , ,i- _ a . .. • r-O" • r , .- ,* v . r ii . Know what's below. Call before you dig. • !!!!:111111,11: .jil Ililliii$Iffat rt e --- .N. f.r..' ■ . V-6" ___...1 '444: 4‘141 LLI ral......... 7.":"...= =111111911, 1-- 4§) ' SIDEWALK ; . LI-I } et X531040.4141t1F2 F1 13.1?ciV 41itiljW ;\ \-.2- ■.- •,/c■-§rq''4"1"''' • . . -f-.1r!-Ir,r'-v!--,44N547:;-=t•:;!:■••■•/,: ■/;<■;47A9,1!!*-,••• -- i W 444, t' _.-},y0,1 M IA 11 '....•:,'.'1.,..:•;,..;•;•,..;!:-,-...,,a f;,1, -! , !4W I . WATER METER 30" MIN SERVICE UNE DEPTH " . fire3,,ar1 a/2"x.128mroTeOlcR,",01TP04nUC.EA ST METER BOX, . . ‘ i ... .•' ' : , W/12"x20" COVER W/TOUCH PLAN ___..., , . _ elig=1 READ HOLE OR EQUAL METER BOX 77- '', . SIDEWALK ADJACENT TO CURB - I , , DOUBLE CHECK v • 1" UNION EACH SIDE VALVE ASSEMBLY 111110i 1111101111117 atlihliiiillIllr TO IRRIGATION • ..LI; -.41Igni ■k■1 I 5'-6" 5'-O" - 8'-0" PUE . I \1 I I 1 1 ,,- I v- i / , _ ,,,nti1111 I • . . „ sinv............1 \ .... ,..-..- , , L- ,-• '''' \.<\ . T---- r-6" [*--- 4*** \// \ A 1 • • Nommomm ■ , ,.\ xv 1 , • • ,W 12" - 18" \ ... . , . 17-I ''' ' /•<;:•/ aim \\Y\ •• \/ /\ TO RESIDENCE - _ ___ . , (I) e_v..-------"/-,/-Yr-, ‘,i C, .:z.>"N- /' . iiihimie__, -.,....,..,. 1 fvflorgie .--.:-.:-.:,--::---. .:.--:: .,,,...., -- - - - - - - - - .. . 1/24 iiii111111111111:1.=.=.-1:. .• PLAN z 1 o 30" MIN SERVICE LINE DEPTH,' • \..... 12"x20" ROTOCAST METER BOX, . r•;•-,. =------- .." ..!,, WATER METER • . . ...,,,.:,.....ff.ijy4`Sfill Ve..-All IOW .., . 1-dpv.iii.,Imirovaliore--- ....0....: 6 ‘1'11:114-410,11411■1 4st ab'eaft*ImANP OW 6" METER BOX • (7) 5 P.' ..•- -:-"Ni. 1--' t- :F./11 &%vr, D OIJBL:i :HECIK . ,.. '1V ,i Alirt,_,,,!A AV goib.f ,-../r4V f.v...■,' --`i•wilily A LU 0000°"""mj . W/12''X20'' COVER W/TOUCH . ii: ,..: •:to ' ,e,a,,c;,,,, ,:,.._,. , ,,,,, sA, w 'iw •. * ''' • - ea. 0,9'1.•);,,,II • * VALVE ASSEMBLY X READ HOLE OR EQUAL . • .0\1, ' . 1 NOT TO EXCEED i 1 ‘ I 1 \ DOUBLE . CRUSHED ROCK BASE 24" DEPTH / / ,•/\ .< , , , , \,/\,,,,, . SIDEWALK WITH PLANTER STRIP AT CURB '• / 1 '\,y .• 12" - 18" . ' / , /// . • - ' ELEVATION /I , • \s 1 . • \ 1 /-, • . • , . . . CUSTOMER SIDE • 3111111,061:1:4013:51, 1111111111! BOX SPECIFICATIONS . • IOIIIIIIIIIIIIIIIIOIIIIIIIMIIIIIIIIIIIIIIIILI . ,, ;At,„ttlydear-recar4=0.,-,0-407.- a --aipte ,-;..,-. w --, CAP TAL NSTR CTI NAND , DEVICAEGuSsTI 1" UNION (Emilts,ECG.Holi SIDE :dorim.VO.;;;41!;tilrb,, ,tiTiO.sr/...; -4,11-i,.. <cl--- ; ' • 8-10" 3/4" - 1" BROOKS #1419 SERIES OR EQUAL NOT TO EXCEED • . IIIIMP 1,11!?%111 ■•A'' f SEE pLUMBIDwNGG. la DE. ' 24 DEPTH t 1 AIN FOR DEPTH OF 1 1/2" - 2" CARSON 1730D P1 5L OR EQUAL • , ' 3 i,91:::-A-.11 :::-..., COVER CRUSHED ROCK BASE-S' ELEVATION 0 ,...112.6,-,-.-arliii ---- ------ -------- ---- . • • z I_ of 0 11_01 • INSTALLATION SHOWN IS ONLY A SUGGESTION. 4" MIN3 I .. INSTALLATION SHOWN IS ONLY A SUGGESTION. NOTES: 3/4"-0" METER • 1. DOUBLE CHECK TO BE LOCATED .DIRECTLY BEHIND WATER METER. . 1>j m 4-1 gi E 1. SURVEYOR TO INSTALL TEMPORARY HUB ROCK • ANGLE BALL METER VALVE • 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. E2 00 rn h o 0 l0 VD M o AND GUIARDc.STAKE OR GU ARDSTAKE AT MUELLER B24258 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST oo kr) ' m • CC CTI cr) a' oo ,2 LOT LINE FOR METER INSTALLATION. , 5/8"X 3/4"X 1 OR EQUAL COCKS IF BELOW GROUND INSTALLATION. . • 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST u.., Lo co 0 •- f...0 < (NJ i 0 2. BOXES SET IN CONCRETE SHALL BE 1" TYPE "K" SOFT COPPER TUBING COCKS IF BELOW GROUND INSTALLATION. E Vi" Fo)Fns LSI ca- N EX T SIZE LARGER • • -••rn 0 co tn - SEAMLESS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, u w Ct ....if) >. 3. CENTER OF METER BOX TO BE OFFSET • ..,... I= uj .„ .......6 1 1' FROM PROPERTY LINE. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, C..13 m> t r•-,'" t•D c.) FOR INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS u j v) I- 0 > z "- E FOR INSTALLATION. Lu u 5 • . APPROVED BY: • I1) crry OF TIGARD NO SCALE - If) . DOUBLE CHECK q OREGON I ;.'.1, TRANSPORTATION DIMON III AGUSTIN P. MENA% P.E. CITY OF TIGARD CAPITAL CONSTRUCI1ON AND APPROVED BY: ZINEP. I 13:1U OE XNAS,TIN't/.1ED,,E NO SCALE CITY OF TIGARD APPROVED BY NO SCALE csi CM ENGINEER • AGUS*PTIN1P4b. Dt4U4DENVAS'4, 14P.E,. 741111ted.'!I is... DWG. NO. IRRIGATION DOUBLE DWG. NO ti lir '' 13125 S.W.H.ALL BLVD. CITY ENGINEER CAPITAL CONSMUCTION AND CI TY ENGINEER a TRANSPORTATION DIVIS ON I TRANSPORTATION DIMON . TIGARD,OREGON 97223 JULY 2009 WATER SERVICE 520 C 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD VOICE.:(503)639-4171 ASSEMBLY 530 CHECK ASSEMBLY 531 JULY 2009 JULY 2009 FAX:(503)684-7297 APPROVAL DATE tttLAIW TvIOGICr 15(AT:41717223 namtp flOGIT::)(5=9711717223 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE II 1111 Ita i . 0 0. v) 06 • . . . • . . cold (., , . . . : , ,. . co H2.C.--- 1 . IrTJ.--;;-• - ..119-1-d4lE •m-t%.r.-i 2 SIDEWALK ADJACENT TO CURB i If .7,, ... : *.*:.c:;. T: . ..-..-...Ar .*.***V.,:A:1-..: 4 ..4*.u:i.7. 5:1111ff _th - -- ;-' i --611:15 , '•:••+:= ILI 11. ....1 INN Siti141111 : . ''';‘=ii•• - 1111411•1' z > 0 0 w ! ,..........• j _ di BREAK FLANGE SIDEWALK 18" CAST IRON 910 NM Bill :I ••.„ al. • 18" 3" MIN. VALVE BOX TOP Nur ir'''''--------, .. 7. S '-•:'. ,e-- . - r: 0 r" 2 I T A W mIN r 6 MAX. - •:..::•81.4,,,, -• , _______ . MIN i le < ' MAI 1. 11;:-Fi gig Q v vi , / /,\ •/Y 70; :F.litiMrNetriliP31": s.' -vp ........" . • • ,).: x. , , "i>,...7; gi,,y,',V; ....-- ,•;,4 •.%... .,!? -4.:-Ficar-4-..r.w.... • PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP as to I-- 01 ‘\'' •■,0,1/Y 'Tel,: .•:,;: .;:-..:*ighrilfoll111,f.,11:4',V444,1N, itil gig -z c•N ei 2 ).- v -T 1 4) i < i 1 1/2 \/4 *4" DRAIN ROC .\\1:1"41tal"-e'."41".-1- 1-11",.9-s- 11 x\:<' • ....21,,, It.....- Vit.EEO A 1 Ji /11 L I = r SIMI liallitiX1'=',:!;:v.1111111 r-or- -I, IIII I i Iiii .,7-1-11- J F- 1„ . lik) F..apt TAR PAPER (MOI STU'' !"1-Y4i:\* >./•• --z° si 2 t3 1 s4,141 ......, , 0 I 1.1 r.'Oft Allb. 6" DUCTILE IRON PIPE 1 ,,,.. 11111141111111111 a Ain < L- AI:4 vii...• -, . 0 0 ..„, 11_ M" -04 ,-one- RESTRAIN ALL JOINTS W/ a . . G) v 0 Ili!.@`- '7f4= ....„.. . "FIELD LOK" OR EQUAL GASKETS ..,- iv \ • ::,-.1:F..,.:.... --,. . . :;-•••-:-•:::•;••• . .••:...:77 1.:'-'. _... U1 46:1-Witi 'I" .1-11F-Dleiii-' ' •/ ro,„ 1 -flik 11.'1111 ' ---Prem-Ti ili--- , V , lii - - 7."...J X a 2 ••unive-,•---,„ -4-, , • .,-. Asa LATERAL PLUGGED CROSS TEE M l(fAin. •. .N. • . f-f•.i - •/'-/,/ ll i 2 ti)4 \s- 6" MEGALUG RETAINER • '4•,,,N ,,w,W.; •/\,. /4\/ - IL GLAND (EBAA IRON) CONCRETE THRUST BLOCK SCHEDULE 1 id CONCRETE PIER 6" GATE VALVE . BLOCK FLG. x M.J. • . (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) r- i knt- 8 17..-9• M.J. x 6" FLG. TEE FITTING 90'BEND, TEE, OR • 45' 22 1/2' 11 1/4* LU 4(i'•1•SIDEWALK WITH PLANTER -±2.0' I-- . SIZE (INCHES) PLUGGED CROSS BEND BEND BEND \\I • STRIP AT CURB • o (1) . 4 01.9 01.3 01.•.0.• NM.WM . frjj. *A 6 . 04.0 02.1 01.3 ....... I- cm SIDEWALK . • 1--- 3„" MIN' BREAK FLANGE 8 07.1 . 03.9 02.0 01.3 MAX. • 12 16.0 08.8 04.5 02.3 •4 1911MGRIPPEntimazi ).-As-• .7 .. . :,.._ _...1.txtivfxd,x.•11..*-*A • v' ' :: 16 . 28.4 15.5 08.0 04.0 . =Lk -0',"\-. \--•,•-,,e- - • •. •; -7 w ' -,,4_,/ •64 :':•- •• .4. --...--5,..,-..,F....1;Eil%....or 4,iirop lb. N - ) N740: °.• • ' ..410,14.0: 1110:iirMierl 24 64.0 34.9. 18.1 09.1 . ,A, r A da•••■-■-4■004•••• a'. *dr fe,-4" um W.:dealt 0,1 , . 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" 4 )_ i_ . MVO 3 PORT - TWO• 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I.. AND AN I Z LL_1 A. OIL RESERVOIR • . ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 0 a B. BRONZE ACTUATION NUT - COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING I 0 0 S . STESSES, USE THE FOLLOWING EQUATION =-4 1-1- rE ch C. BRONZE SEAT RING . , , D. WEATHER SHIELD CAP , BEARING AREAS =i (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 0 < Lii E. SAFETY SLEEVE COUPLING F. THREADED NOZZLES WITH "0" RINGS tiWn. 0 G. NATIONAL STANDARD THREADS i 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER r:24 C3 < . 2. SAFETY CHAINS TO BE REMOVED. , 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 in (.1 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. . n iii a I=-- BY DISTRICT FIRE MARSHALL. 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. CL 0 CI 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON 4-. HYDRANT TO BE INSTALLED TRUE AND PLUMB. THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, 1---i 0 < 6. • IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING 4 g CD 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED STRESS(ES) STATED IN THE SPECIAL PROVISIONS. BY ENGINEER. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 0 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) * THRUST BLOCKS ARE IN SQUARE FEET. C4 ON THE 4 1/2" PORT. . . SHEET Si2 APPROVED BY: APPROVED BY: - NO SCALE' NO SCALE CM OF TIGARD i q CITY OF TIGARD OREGON CAPITAL CONSTRUCTION AND II TRANSPORTATION DIVISON L3125 S.W.HALL BLVD. AGUSTIN P. DUENAS, P.E. CITY ENGINEER FIRE HYDRANT . DWG. NO. q OREGON CAPITAL CONSTRUCTION AND III . 'TRANSPORTATION DIVISON AGUSTIN P. DUENAS, P.E. C1TY ENGINEER - STANDARD THRUST DWG. NO. JULY 2009 ASSEMBLY 542 13125 S.W.HALL BLVD. ,,,,......... TIGARD,OREGON 97223 JULY 2009 BLOCK 560 11U1ILILLP VOICE:(503)639-4171 TIVIARUI VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE DWG: DETAILS SONC S 0 NC DATE: JAN. 2010 , DATE PLOTTED: Jan 29,2010-7:53am M&S DRAWING FILE: W:115100ICIVILIDWGISHEETS115100 COT DETA/LS.dwg S 0 NC So NC - , ,„ , _.,, , ,,,,, r :4 Know what's below. r__ - - _ - before u d - / , 111 , .,,),,," // \ i ,,, , , ti ,, , i , , , , 1 FIE L ----,,,,\ ��° : �'i I �\ GN k- /, ill aP � i L �I ,,J JI J a , ,� ;0�r OREGON /4 4), Y 26,1gbl%� EXPIRES:(451/1( DEVELOPER THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND THE WETSEL COMPANY SONIC DRIVE-IN GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT CONTACT: JESS WETSEL REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE to \ 2123 NW ALOCLEK DRIVE, SUITE 1203 REQUIREMENTS OF THIS PLAN. z HILLSBORO, OR 97124 f.'''''''...... PHONE: 503-617-0175 STANDARD EROSION AND SEDIMENT >us FAX: 503-961-7256 W CONTROL PLAN DRAWING NOTES: BMP:16,/f/s.'",--,„,_,,, ENNEER�� MATRIX FOR CONSTRUCTiON PHASES n 7iFPI�►IVN� FIRM 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS AS GRADING DEZFU s��FFj CARLSON VEIT ARCHITECTS PC MACKAY & SPOSITO, INC. PROGRESSES. (SCH A.5.b.ii.6.) CONTACT: FRED HARRIS CONTACT: TIM SCHAUER 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 TO DEQ �� MANUAL FOR A UST OF--.....,,,,,,,,,„ I tx /1; AUTO SALES \ \ 3095 RIVER ROAD N 1325 SE TECH CENTER DRIVE, SUITE 140 THROUGH MAY 31 EACH YEAR. (SCH A.7.o.i.) � SALEM, OREGON 97303 VANCOUVER, WASHINGTON 98683 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK AVAILABLE MPS. �, - PHONE: 503-390-0281 PHONE: 360-695-3411 DAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS. (SCH A.7.o.ii.)III FAX: 503-390-2459 FAX: 360-695-0833 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK MUST BE INSTALLED PRIOR TO ANY LAND MASS UTILITY STREET FINAL WET WEATHER Q NARRATIVE DE 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31ST) o ., E ND E G D NG OR CONSTRUCTION (SCHA.7.C.iii.1) EROSION PREVENTION _ EXISTING SITE CONDITIONS 0 PRESERVE NATURAL VEGETATION X X X x x X / iL N,-\--\-\-- V\ ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT V 6. GROUND COVER X X Z k ■ COVERING OF EXPOSED SOIL IS ESTABLISHED. (SCH A.7.c.iiL3.) HYDRAULIC APPLICATIONS -" * ABANDONED PLANT NURSERY WITH 3261± SQUARE FOOT BUILDING 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE PLASTIC SHEETING X CO I >�i i _ v\ AND ASSOCIATED GREENHOUSE STRUCTURES. AT ALL TIMES DURING CONSTRUCTION. (SCH A.7.d.L(1)) MATTING > m N E */ - - 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING DUSTCOTROL X X X X X cC co m ^ o II /�7L/ 1� / �/ / .J//� ,+� DEVELOPED CONDITIONS CONSTRUCTION. (SCH A.7.d.i.(2)) TEMPORARYIPERMANENTSEEDING � � � � ' BUFFER ZONE al co 0 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION,SITE. AN APPROVED OTHER: Z LLJ Q O N .O _ * PARTITION EXISTING LOT & DEVELOP SONIC DRIVE-IN ON SOUTH LOT EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMP s; SOIL MUST BE SEDIMENT CONTROL w m rn a SEDIMENT FENCE(PERIMETER) "X X X X X x V LU p� ,:„.....___ / _'"'"-. .,..,.,� �'_ _ (FUTURE TENANT BUILDING ON NORTH LOT.) DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. (SCH k7.d.iii.3) w ,, iscd>•tn ,, f 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END OF EACH WORK DAY OR SEDIMENT FENCE WATTLTERIOR) v 3> W o I LES SCHWAB NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE OTHER BMP's MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCH A.7.e.ii.2.) STRAW WATTLES i cn 0 m ? Z v FILTER BERM � � X / / 11. DEVELOP AND MAINTAIN ONSITE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE. (SCH A,7.e.iii.3) INLET PROTECTION 'X X X X X X z „� * DEMOLITION (FEBRUARY 10TH - FEBRUARY 15TH, 2010) 12. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. DEWATERING Q u * CLEARING (FEBRUARY 15TH - FEBRUARY 19TH, 2010) (SCH A.7.e.iii.(2)) SEDIMENT TRAP > a vi* 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, USED OILS, CONTAMINATED SOILS, OTHER: MASS GRADING (FEBRUARY 17TH - MARCH 10TH, 2010) d * UTILITY INSTALLATION (MARCH 11TH - MARCH 28TH, 2010) CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING RUN OFF CONTROL * CONSTRUCTION. (SCH A.7.e.i.1 AND SCH A.7 e.iii.4) CONSTRUCTION ENTRANCE ••x x x x x X Iiiita siTE f\AAp STREET CONSTRUCTION (MARCH 29TH - APRIL 15TH, 2010) 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED PIPE SLOPE DRAIN i NOT TO SCALE * FINAL STABILIZATION (MAY 1ST - MAY 15TH, 2010) BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE SURFACEROUGHE ROUGHENING� ' ■ p TOTAL SITE AREA - 57,847 SF = 17 Z ACRES FOUND AND PREVENTED FROM CAUSING A REOCCURRENCE OF THE DISCHARGED WITHIN THE SAME 24 HOURS. ANY CHECK DAMS L IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS OTHER: 06 REQUIRED TIME FRAME. (SCH A.7.f.i.1) POLLUTION PREVENTION TOTAL DISTURBED AREA = 69,696 PROPER X X X X X X 696 = 1.60 ACRES 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATERBODIES. DRY HAZ WASTE MGMT X X X X X X SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS. (SCH A.7.f.i.2) Y- c.>' SPILL KIT ON-SITE X X X X X X -----J L SITE SOIL CLASSIFICATION: 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE MANUFACTURER'S CONCRETE WASHOUT AREA x x x x x x RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE OTHER: g L 1 - ALOHA SILT LOAM FERTILIZERS SHOULD BE USED AND CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER w 1 J I 37A - QUATAMA LOAM, 0 TO 3 PERCENT SLOPES WAY RIPARIAN ZONE. (SCH A.7.f.i.3.) • g > 0 w• 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF i THE HEIGHT OF � Z to /All ON-SITE SOILS HAVE A SLIGHT EROSION POTENTIAL. FILL THE FENCE ABOVE THE GROUND, AND BEFORE FENCE REMOVAL. (SCH A.7.fJL1.) Bi= _ 1_1=1; cr ATRIA SHALL GENERATED ON-SITE FROM GRADING EXCAVATION ** SIGNIFIES BMP THAT WILL INSTALLED PRIOR TO ANY GROUND A TI I Fi,7 SWELEMAR MATERIAL L S ALL BE GENE ATED ON S E OM G ON i 8. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS WHEN IT HAS REACHED A HEIGHT OF W LL BE NS LLED 0 0 N G OUND C V TY. U N r w AND UTILITY TRENCH SPOILS TO THE EXTENT POSSIBLE. TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCH A.7.f JL2.) ® w y_ " OL swmvoarsr EXCESS MATERIAL WILL BE EXPORTED AS NECESSARY. tt] �- Q II/ ( >(-- % 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED gilt) a BY FIFTY (50) PERCENT, AND AT COMPLETION OF PROJECT. (SCH A.7.f.ii.3.) RATIONALE STATEMENT" 0 �- a • �� RECEIVING WATER BODIES: 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR WHEN THE SEDIMENT V = E Z, I BY FIFTY A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's i,a 0 w m g 1 - RETENTION CAPACITY HAS BEEN REDUCED B TY {50) PERCENT, AND AT COMPLETION OF PROJECT. (SCH ( ) 0 = U 0 �p RO FANNO CREEK TUALATIN RIVER A.7.f.ii.3&4) GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. ® ii LL _F 8� P- E(;' - 21. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT.. SOME OF THE ABOVE LISTED BMP s WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT y A 0'I4� "�D"E'"DR MIKE COBEAN CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF. (SCH A.7.f.iiL) EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON Z �,, s PERMI I I I 1 S SITE INSPECTOR: 22, SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY 30 DAYS OR MORE THE ENTIRE SITE MUST BE SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO �� N w Alifi � SWKA6�EST COMPANY/AGENCY: MCOBEAN CONSTRUCTION, LLC ( ) THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO r �' '_ P �- PHONE: 503-93fi-5119 TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. .� � � � • . iQ (SCH A.8.a.) _ 0 U FAX 23. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A o LL ., % Ili E-MAIL: MCOBEAN�GMAIL.COM CONSTRUCTION SITE, TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, INITIAL i PCB Q W, W w- TIGARD, OR DESCRIPTION Of EXPERIENCE: 25 YEARS OF EXPERIENCE IN COMMERCIAL SITE OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION -'9 � C ONSTRUCTION INCLUDING INSTALLING AND MAINTAINING EROSION CONTROL MEASURES. OF THE SITE. (SCH A.B.b.) W; i// ♦ �A L OCAL AGENCY-SPECIFIC EROSIO N 1'SWOUR -OAD Z I-1 c INSPECTION FREQUENCY: CONTROL NOTES: Q D_ KING CITY, OR >/ Ji' SITE CONDITION MINIMUM FREQUENCY 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 0 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND > CC RUNOFF FROM SNOWMELT, IS OCCURRING. ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE SHEET INDEX = z - z CONSTRUCTION PERIOD, NO DISTURBANCES PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST O Io VICINITY MAP NOT TO SCALE 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY. ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ANY MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 1 0 U 0 W NECESSARY MAINTENANCE AND REPAIR MUST BE 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION EROSION AND SEDIMENT CONTROL PLANS N 0 0 0 __ MADE PRIOR TO LEAVING THE SITE. ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION, THESE BMP's MUST BE MAINTAINED FOR THE 0 < Z PROJECT LOCATION: PROPERTY DESCRIPTION: 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. DURATION OF THE PROJECT. EC 1 EROSION AND SEDIMENT CONTROL COVER SHEET 0_ 6 w Lu Lu SOUTH OF THE INTERSECTION OF TAX LOT 500 (WASHINGTON COUNTY TAX MAP (7) CONSECUTIVE CALENDAR DAYS. 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND S Q SW NAEVE ST. & SW PACIFIC HIGHWAY, 2S110D600500 LOCATED IN THE SOUTHEAST 1 4 F PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. EC2 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN ki Ln 0 o w/ 0 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED 0 F- WASHINGTON COUNTY, OREGON SECTION 10, TOWNSHIP 2 SOUTH, RANGE 1 WEST, 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT EC3 GRADING, STREET AND UTILITY CONSTRUCTION o o cn LATITUDE = 45.40939, LONGITUDE = -122.79394 WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON INACCESSIBLE DUE TO INCLEMENT WEATHER. A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). M DOWNSTREAM LOCATION. 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO EROSION AND SEDIMENT CONTROL PLAN Ln cki ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR EC4 EROSION AND SEDIMENT CONTROL DETAILS h,71 () z OTHER PROPERTIES. o * 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING 0 CI)EXCAVATORS NCLLUDESPRE-CON THE OEC INSPECTOR.F PROJECT CONSTRUCTION PERSONNELTHAT THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE V) 0 * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200C PERMIT LOCAL STATE AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE CA tr SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. LiJ CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200C PERMIT 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF SHEET REQUIREMENTS. FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. * 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE 0 FORM OF AN ACTION PLAN. DWG: EC1 S o N( ' S o N( �, DATE: JAN, 2010 50NTh 811 � Know below. ow whats be O N; i 1` Cali before you dig.■ it / , , ;_ j,I — N — ED P R OF 3I' 33 ■ � S 5��NGINEF �su/ J ■ 14/ • ,,,, 14013PE 9 l p i` �� / s 4' I ` / OREL"G.ON \ , '1041,26,19 4, �04 c/ .---- E li`l 23"SWEETGUM ■ I f,. o 1 TO REMAIN ■ -- 0 20 40 EXPIRES: I //f/'(f t ' 1 I h ` - „� SCALE:1"=20' „, > , ■ I t:! � �--2---222 / PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: .��.�`:/:=1 ,_.•�' -_� / 49"GIANT SEQUOIA � ,�.,r,, / TO REMAIN Z ��'"4�'� ► 223 / 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT 0 in o • R _ ) 0 Icy ( CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, — , .-- ,s ❑ EB !CVO❑ EB `229 FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO w_17.FF LL. -- %' COMMENCEMENT OF CONSTRUCTION ACTIVITIES.• ---\ 1 lir .: 22 r `, , _ / �`' , 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS ., COVERED �'� -,''�•" '�'' � � ► ENCE AROUND TREE„G CONSTRUCTED OUT OF MULCH, CH NGS, OR HER SUITABLE MATERIAL, / IPPI OTHER o _ ,� STRAW WATTLES OR OTHER APPROVED MATERIALS. .� �t t '' ,ay. 6 `k 2 E H}T( ��` o 26 SEDIMENT FENCE d :. ¢ , 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS t :t • :;. � � SHED WETLANDS, SEE CWS DETAIL 875) ' :-,� ,;� �► \*:::-..".:::-:-.::::::. � �= ,.- , .� �-� , GARAGE w AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH o • I v: °: .....' ; v ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT Q tt� 3 F F� �'i A l.. :.'\ Ck •t a, / •-: ..- ::;.s:\ r 2S IS CLEARLY VISIBLE TO ANYONE IN THE AREA NO ACTIVITIES ARE PERMITTED ;/ / / / °•' ' ¢• TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 0 TREE PROTECTION F CE ,l• / t,,. ▪ ' "'”' EXISTING TREE TO BE (SEE NOTES THIS SHEE • Z .Ct"' / / • ,. **4 REMOVED(TYP) (TYP) 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF h 5' / / ....:-.•-•::-. coNcrzE`TE FENCE.. ,� a -: CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. M o E ail / '= �'~'' ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, Uc oo M Itt �R o•~ : • AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE rn o ' TAx LoT o ,; t,, . KEPT CLEAN FOR THE DURATION OF THE PROJECT. o Q-.N o N 1:- = ': / �',, i SEDIMENT FENCE w to m rn v. : / / �_;' : .:, : ASSESSOR'S MAP NO 10DB• / I ; : :. :-. (SEECWSDETA/L 875) 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING " °u v�VD 0 / / ':: : . ::�'. '..'-I 0• $9"4 i PRIOR T I I SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND °� o o , 15 TA�.L [+ �`r[: .. I 1 TO BEGINNING NG SUB C Uj tn=o > z M CD Lt. ' .' / / Z '.....-•-.•:: "'. . _SCF.-.1'9:.'.'' ' ••'......',;-.-....:/ - - . -223 i RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET LL, u x (73 "I e- 57,$4. SF PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. 1� a 1...../ (.,cr ,:, ,, 14., , p ®BUILDING CO. 1 .33 Ac.' / ; '- �Y n •. �� a a THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME k zN d • OIL TANK 10 /. .•� :. a a• .• ,'� t: d / / DRY WEATHER CONSTRUCTION. WET WEATHER / -:t` .. •> �` ` SFr .F CHECK DAM B/0-FILTER BAG ;�,ti;�=•.: iz• :C :..,:...,. ........,..4/ o 1 - i :`�}. .• �.. • • /----„_,_ \ .e. • i>.,. �ac_�. i:a N r ,yy.€��L: e '`^. Q� , ,.. CONS TR UC TI ON MEASURES ORES NEED E D TO BE APPLIED BETWEEN >Y, , . ' �( • � •SPACED 26 OC WITH MIN. x' •O•• • a �9,, � , }F y �> '12 HEIGHT ;}3 / ° � , a : �� , s. , . OCTOBER 1ST AND M AY 3 1 . (SEE CWS DETAIL 845&940) L ¢ �, k LS cu . :. .Yp .w .. - : _` ' / /_______---------------------221— z� ,� s ::,.� � � CONCRETE F'ENGE 4 � �� a -� `� �t � EX.DITCH INLET - l 1 ;.; icy „. , r INLET PROTECTION TYPE 45 I .; :::':., -" R � � m Z .�z O • w ' a�"`„ =itre•,`'Vrn / ., •/ � �' ",�x3.1 zs*3z,csY"� %�C • ® 1� O•SEECWSDETA/L 915L I s` y :/ �� :� � � $ � :, NOTE. PRE-DEVELOPED RUN-OFF THAT DOES NOT o o o 1 ,�F I J � 2< :.� g ,�.� xc ` Ifl n€ / : r z sr E a ' �d J 1 l lig :: © INFILTRATE FLOWS SOUTHERLY AND WESTERLY ONTO :: :':`:w;::- GREEN HOUSE �R � S. �i . -�` • ;�, tt:= �£ g Q ADJACENT PARCEL AND INTO SW PACIFIC HIGHWAY L. 1 — ir-) , yg, e .. t teI N. e� e•,s ® w iL.• AX:�, • � F � ; �: DRAINAGE SYSTEM. • `,'j �l ... •. .. �;' • yam.,>�� GRAVEL CONSTRUCTION • • • > • <,k Y`t ii t, >P . ENTRANCE 50 MIN.LENGTH r • r � ,4>:��3 �r � < WELL EXISTING �. �Y • TAIL 855 k` SEE CWS DE • V - ( Via, GREEN HOUSE • • — t �is, G � • ,� � Z `n = . • :s.. to T BEABANDONED • o o �E'''',''(Z9 N� •'r \ ''�'> I y' �' 1•,• •••� OG r • • I '^cF> ,%'..: r>Y�!-.x suFit�*`i.._s.�`�: •>' � _ � '.\ - _ifs•� :f_ � REMNANTS OF'OLD �� • ': � � A �� _ � � -0 �. . ',�' 1• -� � �$ EX. C.B. TO BE :Mc 3S .',7,.RY • 'S:,• •'7•-� • ` .Ha. J7 y .i< Y^., rR.,. r• •. g :./o�. t .S� INLET PROTECTION TYPE 6 ,> s:< ; Fx^tt Rx'e.fi<x•a:. �, .. ll \• -t•, ♦•,-.:y a i>,s' A`^.• - t 5 ' k' F.,=.,qF- J • •� (SEE CWS DETAIL 925) O d xx G 0 s ' Z a r 2 4 4.H:. a r .��.�►�� ,��rrr�.��i�t��►rri r� ? SF a .F ,;3 J > ., :., ...,., .. � ... ..,:.:,.... <:: ,...... ,.:yr S.: ,<.. ;^ ,.^. — +fir' <� .,`2,::t��. :2k• V .. a. < , sue., mm,.r fir/' >. • i £� Lu <4) ...:. r. v..... ,. ,:,.., it '� ,Sr..w...<.., ,:. .:., :.....<:. <� ... > ;:k.. ..,. ... z ., a ....e... s> ,< .,.., ><,. tea. •» 3, E END::. . . .. .. . . .. S:. `,< ... .. § ,. „ ..�....,.o »<» r R ::;:::::;C`� 1 n fi x, < _ :...t s- •S,-EOCTION TYPE6 '.N.,.a ..... '-.s^;. ,.::a Z.a L, ra- 1F > ss, s �` 3 „ 1■,.._2/ 1 1iI J,,� . U/ rl ♦ • , , aY, 3:,. .. u y>r y. r..:, ,L 3 $ ` T ... .........:..<,.::..x .^... ........ , .;,.,1 :-'� S»^t>,.�,,,�a „�r,� .>.r�., �k rr f< � � sr3'3�::� .,?,,<V�£T, }` ..ice iii (SEE CWS DETAIL 925) I .....,, �' ': s »' � �� oHU • n //�< I O icy kE;/ max, n 4 0 0 0 ._._._________________,I_ iris >ae� y3':,,. i; rr: na:,,e,* ',• P.'0.4.4reel 0"4�� PROPOSED GRAVEL Z • ��' , EX AREA DRAIN TO BE REMOVED It�•�••t• hi� 1 AND PLUGGED. INSTALL SEDIMENT FENCE ALONG LES SCHWAB 0 ��•�■�•�•�•�•�•� CONSTRUCTION ENTRANCE Q / INLET PROTECTION TYPE 4&5 THE SOUTH WEST BOUNDARIES ° -J / hQ y I (SEECWSDETAIL 915&920) TO PROTECT ADJACENT PROPERTY W./ELECTRIC METER Q PROPOSED INLET Q" �,. #w icy AND ROW DURING DEMOLITTONAND = PROTECTION z O I►• o o Icv ROUGH GRADING OPERATIONS NOTE. v I Z C� —[ (SEE CWS DETAIL 8751. PHONE VAULT p t,, N Z wv wv PROTECT LES SCHWAB SITE FROM SEDIMENT LADEN RUNOFF Ill EXISTING DRAINAGE 0 0 i.1 DURING ALL PHASES OF CONSTRUCTION.METHODS TO BE REVISED V �t k► N �_� FLOW DIRECTION �!- ' I O DEMOLITION NOTES U O Ch TO MEET SITE CONDITION THROUGHOUT CONSTRUCTION. ■ N Q z l I -4 TREE PROTECTION NOTES - - 222-•-•-~-••- EXISTING GROUND CONTOUR O el- Li 0 I (SEE REPORT AND TREE PROTECTION PLAN PREPARED BY - 0 EXISTING STRUCTURE TO BEREMOVED. Q U (SEE &ASSOCIATES, INC. FOR ADDITIONAL INFORMATION EXISTING ASPHALT TO BE REMOVED. EXISTING TREE TO REMAIN 0 , l FENCING HALL CONSIST FMETAL FENCING AT LEAST 5'IN HEIGHT TIED TO POSTS AT LEAST THE GROUND ATLEAST2.POSTS W 0 ~ 1. TREE PROTECTION F CGS 0 0 CONCRETE WALKWAY TO BE REMOVED. �� EXISTING TREE TO REMOVE � o (h z SHALL BE PLACED EVERY 10'OC TO PREVENT SAGGING. 0 EXISTING CONCRETE FENCE TO BE REMOVED. F 0 1- < W 2. TREE PROTECTION FENCING SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION WITH LANDSCAPING. E CO EXISTING SIGN TO BE REMOVED. •k EXISTING ASPHALT V W 3. LANDSCAPING WITHIN TREE PROTECTION AREA SHALL BE INSTALLED UTILIZING HAND LABOR. Kk. Z —1 • EXISTING CONCRETE CURB TO BE REMOVED. _• " • ,, ,•'• p C) 4. SIGN IDENTIFYING THEPURPOSE OF THEFENCE SHALL BE INSTALLED AT EACH LOCATION. 0 't-: EXISTING GRAVEL {n W 0 EXISTING RETAINING WALL TO BE REMOVED. ;,;•'' ;: 5 EQUIPMENT VEHICLES MACHINERY GRADING DUMPING,STORAGE BURIAL OFDEBRIS OR ANY OTHER CONSTRUCT ION-RE LA TED ACTIV/TITESSHALL NOT BE LOCATED INSIDE OF ' '' `'' ANY TREE PROTECTION ZONE OR OUTSIDE OF'TIELIMITS OFDISTRBANCE WHERE OTHER TREES ARE BEING PROTECTED. RETAINING WALL AROUND TRASH ENCLOSURE TO REMAIN. ••• ' " '• 0 "` ' EXISTING CONCRETE 6. THE CITY OF TIGARD REQUIRES THAT INSPECTION OF TREE PROTECTION MEASURES OCCUR EVERY TWO WEEKS DURING THE TIME THAT CONSTRUCTION CREWS ARE ONSITE O EXISTING WELL TO BE ABANDONED PER APPLICABLE LOCAL, :''. • °.'" S H E E T a2 WITH WRITTEN REPORTS FROM THE PROJECTARBORIST TO BE SUBMITTED TO THE CITY AFTER EACH INSPECTION.CONTRACTOR TO COORDINATE INSPECTIONS W/PROJECT ARBOR/ST. STATEAND FEDERAL REQUIREMENTS. 7. PRIOR TO COMMENCING ANY SITE WORK THE APPLICANT SHALL ESTABLISH FENCING AS DIRECTED BY THE PROJECT ARBORIST TO PROTECT THE TREES TO BE RETAINED. THE ® EXISTING OIL TANK TO BE DECOMISS/ONED/REMOVED PER 4 APPLICANT SHALL ALLOW ACCESS BY TIDE CITYARBORIST FOR THE PURPOSE OF MONITORING AND INSPECTION OF THE TREE PROTECTION TO VERIFY THAT THE TREE APPLICABLE LOCAL,STATE,AND FEDERAL REQUIREMENTS. PROTECTION MEASURES ARE PERFORMING ADEQUATEL Y. m EXISTING UTILITY POLE&OVERHEAD SERVICE TO BEREMOVED. 1----- C 2 f e EXISTING WATER METER TO BE RELOCATED. /1)� � ;� 15100 D E Q 1200C-CLEAR��t'"�'{-' - e EXISTING ROOF DRAIN TOBEREMOVED. DWG: 15100 EC2 TERRENCE FLANAGAN,ARBOR/ST ��, DATE: JAN, 2010 S'0 N( DATE PLOTTED: Jan 25,2010-4:31pm M&S DRAWING FILE: W115100ICIVILIDWGISHEETSIDEQ1200CI15100EC2•dwg sONBC' s0NC / ; I ' . \ GRADING, STREET AND UTILITY EROSION AND SEDIMENT c\ /£,. ,� . I CONSTRUCTION NOTES: T=n 811 . I� _' ■ 1. SEED USED FOR TEMPORARY OR PERMANENT glETIRNiAGIsHAAULTLHBOERIZCEODM:S POSED �� OF ONE OF THE FOLLOWING MIXTURES, UNLESS Know what's below. 0 20 40 ■ ■ o f" A. DWARF GRASS MIX (MIN. 100 LB./AC.) • SCALE:�•=20' 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) Cali before you dig. I ` 2. CREEPING RED FESCUE (20% ) D PR�,c BY WEIGHT f: ■ - - B. STANDARD HEIGHT GRASS MIX MIN. 100LB. AC. N � � to : 1. ANNUAL RYEGRASS (40% BY WEIGHT) sc,�, / ---1 t;' ■` 2. T U R F-T Y P E ` .r.-74-"C C--- l ' 5) 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 9 $� TREE PROTECTION ■ 4/•41 / '� SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER �� Ze, ,�* .. •. is t.:., ' s. --- APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND �� % ' _ --r SEE SHEET EC2 / q _ (5, REDUCES RUN-OFF VELOCITY. �w '`[ REMOVE EX TEMPORARY •" � / AC RAMP&INSTALL !-� .,•r --, -_,,� l TREE PROTECTION ' > \ PROPOSED SIDEWALK ''i�` :,7 i ;'` II'` .e t'''"- 1 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE `��k�''�� - ,� '<��?-�''A� .� �,, '"---- -�-3-- SEE EC2 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH g�t �-- r ''------ - � ■ APPROVED MIX AND APPLICATION RATE. p yy � 1 � 11`......:1___ /�� -""�-- ---- __`] -- -�„'~~- ,!: 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING �' e9r? + - �-iJ ��i .��"�..1�- ei 15 = + ---s ~ "�' 2 `�,... --. -' �\ EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR o . {` � +'1 + - + + -L~ �.._._ OTHER APPROVED MEASURES. in /,:i4:1111.5-in.,;..f.),-''.:' i. . - , �< / + + + + + + + + + + + �,� ~-'- �� ■ 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION ct SEDIMENT FENCE '� --- - - - - :__-----"-�. s- - -- - -� - \ I AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE WS DETAIL 875 � � z t: ,0x. ',• + + + + + + + + + + + + + + _ _ _ _ ~--..- \ \ COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS _..l o REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. a +�k + + + + + + + + + + + + + + A t '- .; if + + + + + + + + + + + + + + + + �� , � �* + + + + + �+ + + + + + + + + + + 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF t I ` TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, �y Y'/ l + + + + + + +� + + + + + + + + + + -"'c FUTUI?EPROPERTY1JNE, \` MID SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE W a /+ + + + + + + + + + + + + + + • I- li- PARTITION PLAT 3 . IT + + + + + + -/ + + + + + � + + �-�� + - �"" ` MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION$ + + 1 + + + + + + + + + + ��'� '`- CONTROL MEASURES. jyj� a yy:� T " ., :::, „', -RETAINIIVGL - - --I -, ,,a `_ =/ ., ' + 111 + + _ _ _ + _ - - ...W __- 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL ; r �a - _- -� _222 - - 2.5'H/GHMAX. - - z , / �fW/ - SEDIMENT FENCE ATE , PLASTIC U S INCLUDING THE P LIGATION INE SPRAY 0 R/_,- _ L=�2- -- _ -- - - - - - _ __ _ -_-- (SEE CWS DETAIL 875J SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES.°'� - - - - - I - - =--� ' -� - - - - ■ 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF o 00 in , m a cc,� Y l�- iJ;1I _ _ _ ` - - - / OF TPROJECT,ilitif ;z_ - i ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED T0, TIRE WASHES, STREET r, m rn a i / / _ -� i_il - _ - _ c- ---I _ - •.- __ ----, 1 SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED �.i •• ,,,,o n� /t N - - - - `: A _ - - -'1~- �_ _ "'"�'r"'� - -..�--- :`k AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. v > W o t° K / (7 � \/ -� �, �1 - -,G -`--�. _._._ _ LTfiIC CA I�`N: ..IN r cWi� Q g a --� 'LYlVCHsTYLECAtCHBASl -7E). _ (PRIVATE.INL PROT , TION 4, , , ' ,:, 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH �- ., / / - 1 - - -_ - STMMH i6 TYPE6(CWSDET�YL,925). a. -i ,:>, THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION N > 0 3 : e N I - , �.' -__- INLET P- ECTI E-S-4& //. ;;.., 4e:404::: .. Q 3 '"•' :it-',I.:!! -E3 iA\ - WDETAILS916920) ,- TYLECATCHBASIN.. 5 ._._... ._._. / ._._ _. ,, . _. . MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED.INLET PROTEC. 70 . / Li CHECK DAM B/O-FILTER BAG I + / - , I I =--- _ �� - „_ �� - - (G DE-TAIL 925J. - - `'-.� - a , c �,. �' ter' : � w,;,a. 1 AT RATE ATRIA THAT ARE HALED OFF- ITE MUST BE TRANSPORTED SPACED 26 OC WITH MIN. e M - - I I ,-: - - - - -- - _ II-T ::: __ __ < It**� 0. SATURATED D M E LS HAULED OFF-SITE HEIGHT r r, \ z; A - :O ,, , ._ --�, - - 4 1 \ / - IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND 1111111 ea i EE CWS DETAIL 5&940 _, l I \ ` �: L \\. �' �-----. e, ,�' a<.. N f{ s.C.. I A f _ _ _ I tv:c'.' - - - _ ,� / . r II SEDIMENT LADEN WATER. Ao 2 £ < � I !i . l' �'t , 1 f v �� -- .-- 1 ✓ Y�' K r:4,'\ 9°h„„3` N A �i/�t .§Y .v. i { 1� S' 1 �• j 1 I \� ,/ �-i/ I _ _�.. + `. f fw .�c ae `y,�'�k''a V,- / //a e i . 2+'% ! <,'; �' _ - - 1 I - - H px� 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE o.1 s: <z \� t 't , , , , ,� I I \� \ YYA OU a STMMH#2 w 1 ; l _ TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER ,/' ��,, - � 1- -- (i'�, C �/ \ ._ - - - - - - - - A-,>2/ !'- r ' k,,,�'x;f POINT, SECONDARY cu Y r � � .� CONSTRUCTED GREATER THAN 50 FROM ANY DISCHARGE P =CIo =#1. \ `. r4 ( / _ -- --- i - - - -4. s��-/ :,`k^ OP.�� $5��n•.�,:� ,`,� � / � �` �;' ' �l .� �••� �I .'�w'.�<N 'A£,x�C>. "�> .a A\ f ♦ / THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND t, 4" (CWS DETAIL 925). x , t - eA .-, , t;.-. _- - _ - - a\ -. I�� ♦�� .� 4:41431:1:.:Y,ur r ,, 3 w Po k acy . „/�►- o '� � _ YN- -3` E r Cz;• =� �, ��ri♦ `'.�♦♦♦ `�;''--� `'; BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 4 .� , € + -�- , l - - �`��,,I' t7AS•fj. • T-PRO - ON- -- -- --- -- --- , --- i rz l vaiel-d ♦Q♦illAT ,, • LYNCH-STYLE CATCH BASIN#g ® OC m 0 Z w WV LYNCH-STYLE Y'a =k � + �� - fie�+, 4'Is ilL L ' . - - - , �� 1�� j '� Q�♦ ♦� >� \ ; INLETPROTECTIONTYPE6 0 �n cr 3 E a `; _ sIMMl 4 - "---s-. ,..'--�.---- -�- ■ - - - - --� AINTO�!♦ ,♦♦� D ♦ >a♦®I ' 41:1-0:Ify::-.0....ao,,,r ��k ` CWS DETAIL 925. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE < _ in w(PR/VA ).INLET PROTECTION ';a _:, :: x': _' + r '�� r ♦� �► :: ' . :z.. .> ( ) } `�i ,. =x 0 -I/�TORMFILTE _ , ��- ` �A- womm� �" mem -GRAVEL COAT:TRUC ION ��' �� 4 r� aL ek8.-1�:0 4 ag pi , - oC TYPE 6(CWS DETAIL 925J. , � :, �A:: - - �._ �� - - -- - - - - ♦ ��♦ ♦♦ E! ® TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP ® • n 4a. k �� 01 ENTRANCE 0 Mill LENI§TH �,Ar� :�♦� ♦�♦ IOAVap l „ ,W:ii w� iX O f-" ��,.x + - �► -- EE-GW �E1�4/L 85 + ♦ - '� e'. ,°♦ , �n (� k"` ::s ,JAA1I:� 4 8-6TORM ' AR61ER� ♦ s:� AND DISPOSED IN THE TRASH. S MMH#3 -(2ROWS OF20 EACH)-- z� / '�'��,�� h ��r,� I �, EX.C.B. TO BE RELOCATED z Q .. $z F Agi ti O LOW CONTROL �NHOL - 9 - ��LY H-S_LYLECATCHBA$IW#� STMMI�`#5 + + + + + ��,� ��,� r:11:: 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF = n z N o a �~ INLET PROTECTION TYPE 6 O W v ,.w e.� `: \ - �sz _ - - _(PRIVATE)JNLErPROTFr:TIOW 1. _ - o _ - _ � UIRMFICTER - o • v J.�a ��_ 4,5%--- + + + 1.$ o� �±�----� �� ', a< < sEECWSDETAIL 925 INTO THE STORM WATER SYSTEM. _ 01 _4 '�'" x :> ; --_�_ •�--,-- --- + + Sao x-6 O n.PE 6(.CWS QETAIL_9 - � O STMMH#1 j^ #, f i s z 11.: ^- - _ a - - - "� _ - - _ + + + A �` �� 14 E P H A HE K- A BER A I T PR T TI TO - _. r : ,,- i-- �- �- I 14. US BM s SUC S C C D MS, MS, ND NLE 0 EC ON z es 220 4iiiii44:?::7-fo,;ii,tifi -.r: ki ,y .fig' a . r�i-i ? ,,, .k. a's. - 0 W ilk,v a I PREVENT RUN OFF FROM REACHING DISCHARG POINT Y f 1 Vl ;r. .- , ,< ,,. .<:<.. :.: �`, w. .k� >v.Y � > ., >... �.<-,x'. <<-'>a .'�..�.Fi ..>� .r?, ..`x ,"7'" ...a. � _" � ��j � -\�7 :. � a <c W..,,... >�.. j_,,yg..<.... .. i.<�:-:u A <d a .r 'G�� . �� I �x',�E: f,a.,..„ v.. r , ;�. F `�{' -,. 'FR ... 's.. .. .. .ii .. miss- .x a. .. .. ,sw,kz max,. ..-..>.,.: .. .'k �X�a-..' � x�,,.�a:'\°3,.> "s;®, - , .. .,... ... ..�... .. .. ,,.. .. c. .fix. .. r ., ,.�. , u. <. ,.. ,. fin° .. v .,... -. ., ... n-. -3 , ,�. C! `a. �?>,.> Po. ,<�a ••/A� , „ _ 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN 0 N a I rr.- \,y a 1414606:;:' a,S dFf :,� ,., �- .�•. „fit" rc�4^`" Z �N>: .- r' - mss-. - , ,r. ,.:- ., ,z :n : ! I a : ,. _ APPLYING SEAL COAT TACK COAT ETC. TO PREVENT INTRODUCING THESE v u- INLET PROTECTION TYPE 6 _° / �� F .t- f<' , , a (SEE CWS DETAIL 925J _ E L 'ate -i y .' " -- ka MATERIALS TO THE STORM WATER SYSTEM. W w r i .k. / r • P EX.AREA DRAIN TO BE REMOVED -` 'f- --. �'!a ......r.. F- I AND PLUGGED. RETAINING WALL LYNCH-STYLE CATCH BASIN#4 "''" _____L„. INLET PROTECTION TYPE 4&5 (PRIVATE).INLET PROTECTION „_ ,,cn� i 1 (SEE CWS DETAIL 915&920) INSTALL SEDIMENT FENCE ALONG 2.2 HIGH MAX. TYPE 6(CWS DETAIL 925). --�J W m \ I THE SOUTH AND WEST BOUNDARIES EXISTING TREE TO BE = n-ill / \ / TO PROTECT ADJACENTPROPERTY LYNCH-SrnECATCH BASIN#9 q� REMOVED(TYP) EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: ~ es 1-- #' \ AND ROW DURING DEMOLITION AND INLET PROTECTION TYPE 6 y z ±'' ' ROUGH GRADING OPERATIONS (CWS DETAIL 925). (SEE CWS DETAIL 875). NOTE: o W ° 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT f PROTECT LES SCHWAB SITE FROM SEDIMENT LADEN RUNOFF �Q CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC. MUST BE IN PLACE, DURING ALL PHASES OF CONSTRUCTION.METHODS TO BE REVISED ' ) J / o �, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO _ 0 1 4 f' / TO MEETSI TECOND ITIONTHROUGHOUTCONSTRUCTION. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. >- ~ s' z D z = O 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE 0 v 0 INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS ww w U SHOWN ON THESE PLANS. cv (.) 0 w ' LEGEND o < w W z PROPOSED SEDIMENT 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE EXISTING TREE TO REMAIN Q V) i FENCE(PERIMETER) IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. •• cn �_ W l W O w ------x--- PROPOSED SEDIMENT *,�4 EXISTING TREE TO REMOVE Q_ o 0 U) FENCE(INTERIOR) 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED > z " °; _;:� P PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. .f T_. , � EXISTING ASPHALT U D TREE PROTECTION g Z FENCING - 5. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 4 O -`=: ": :• � �:Y: EXISTING GRAVEL ACTIVITIES. (/) .% IreI%'•I PROPOSED GRAVEL `::::; :�:. ****.m..% CONSTRUCTION ENTRANCE '- ,- .,. ': EXISTING CONCRETE W &I Fl PROPOSED INLET i_i_i_i S H E E T CUT AREA FILL AREA T , + + -f THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME FINAL DRAINAGE "DRY WEATHER" CONSTRUCTION. "WET WEATHER" FLOW DIRECTION , CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN , C J 2 2 2 EXISTING GROUND CONTOUR OCTOBER 1ST AND MAY 31ST. DWG: E C 3 r ' SONIC DATE: JAN, 2010 SON S 0 NC SQaOU 811 • r Know what's below. I . 00 . • Call before you dig. I 1 FOR FURTHER INFORMATION I ON DESIGN CRITERIA SEE '4 0 t CHAPTER 4 OF CLEAN WATER FILTER FABRIC�AND SEDIMENT CONTROL IS ■ 1• RADIUS = 25' MIN. r: • • is. 41 INTERLOCKED - ' .. - .ti s•. :iv:. •r .. - 2"x 2" P'OST S CLEAN PIT RUN OR 3"- 6" CLEAN ROCK `A t• tie GO- . .: . - .:INIMUM 12" OVERLAP QiI� AND ATTACH . OF SEAMS. O G� NTS • SUBGRADE REINFOCEMENT *. '0.!'+ + + . GEOTEXTILE, AS REQUIRED P4' t + . ' -+ + 4 + + • • + • + + + } } + 45" MIN• USE STITCHED LOOPS+ + + + + + + DEPTH, • + • , + • • • « • 3 minimum OVER 2 x 2" POSTS NO S:• • + + + + • • + • + ♦ ,+ t + + + • • • + •20 f MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope, ■• • + + , 1. BURY BOTTOM OF FILTER FABRIC 6+ • + + • + • • 4 + + t t + + + ■ VERTICALLY BELOW FINISHED GRADE. ++ + + + + + t + + .+ • + + ++ « « + + + • • GRAVED-CONSTRUCTION - ti : LiJ �• + . : + + + + + t + + + + + • + • + + + • + _ _ _ - ENTRANCE= :.. _.. CURB RAMP _; ; �S o , • + + + + + + + t + • • • • • • • • • + + + + + ` FENCE POSTS.•4. • 4 • + . + + t t + + + + • + + + + + + + + + + • - __. - el• 3. PpS TS TOBE I NSTALLED ON'• + + • + . + :• � ��1 P AVEME NT - _ _ _ PL SIDE bF LO E��• ,,��e e + • t + + • + + + + + + t + • • + t + • ++ + • yy+ + • - , CbM PACT BOTF SIDES F FILTER FABRIC• • • • • + + • + • • • + • 1 + 4. •+ + + ♦ • « + _. . _. - ` � ._ + + •+ ' + + + :- j . • mot +f '. » GTi3' Y , _: + u ..� - -. + + + + + • + _ i � i' ? 1 l ` � � . 5. PANELS MUST BE PLACED + • t • + + + �,t� � �� -f1 . -...4., ttt +�+ ttt + + • .. + + + + « • + + • + + • • % + + . + + + + + + ,� = ACCORDING TO SPACING ON _ ....�`-� '[ !• . PROFILE DETAIL N0.940 -11 x.11 u!t;i��n -it' +' .t n- �-n.. lr!!II=�L T)� � *-`'')e,' ••'•♦ • .• • e • :c ` •• ': Y'/ * _V• .Y F- NOTES: . 0 Q BARRIER REQUIRED 0 TOE OF SLOPE. 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF :❖:+: ►:+:❖:❖:❖:❖:❖:•:,❖:❖:❖:•: ❖:•: :❖:❖:.:❖:❖:, 0 SEDIMENT ONTO PUBUC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN • ;❖:•: ►:❖:-:•:-:❖:❖:.):4❖:❖:❖:�:❖:❖:❖:❖:❖:❖:❖:+:❖:❖, �❖ FILTER FABRIC MATERIAL• PLASTIC SHEETING OUT OF ANY MEASURES USED TO TRAP SEDIMENT. - '$•••: •++••+•••,•••,•,•,•+•••+•++,••++•,••++••+:❖+,•++• +o•+• + o �.•.: :.+::::44,:::::°:+:::•.+.:.::.°'.+.•.+,•.+.+y� :•: +.'.'. 36" WIDE ROLLS viii •iiiii•+•ii•+•i•+•;iii•+•i+eie•••ie•+•iii•}'iiieii•iii•:i+i+ii .•ii+ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF- WAY. I ,+,+,• ,+,•,.,+,•,::,❖,•,+,••+:•,+,+,:::::,:,+,•+:,+,••+• :,:::+:,•,:,., O 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE N •,•,•,: ••,•+•••}•,•+•+•,•,•,•,•,•}•}•+•,++•+•+•,❖+•+•+•+•,+ ❖.4 o❖ Z THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ° .•••.❖ •❖:. :::.❖::::X.-•❖•❖••• ❖•••:•❖•••:•❖•❖.*::❖•❖ .iO: I ❖.•.� o.❖.❖.•:.❖.❖.•.+.•.❖.❖.❖.O•+❖.❖.�.•.❖.❖.,.•.•.❖.�.❖.•. .•a 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE S1 E ViA THE CONSTRUCTION •'.•.'� '•••'••••+•4.:•'•'•'•'•❖•'•'.'+'••:°'.'•'•'.'+'•'+:4.'•'•'. °'•°'•' • NOTES.• •ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED _. j �!4. •`�∎ � :'//��.;"�-';.• �,�' w �•� 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. FILTERING SYSTEM. �_ r�w��!!.`lr1L.� �� f r-i tip 2. BARRIER REQUIRED ® TOE OF STOCK PILE. 5. DIMENSIONS -t° ac 03 m • 0 3• COVERING MAINTAINED TIGHTLY iN PLACE SINGLE FAMILY I I p co � � m v 20' LONG BY 20' WIDE 8" DEEP OF ✓¢" MINUS CLEAN ROCK. I LI FOR FURTHER INFORMATION c� CO rn rn ccoo 9 BY USING SANDBAGS OR TIRES ON ROPES WITH A • COMMERCwL 6'MAXIMUM SPACING MAXIMUM 10' GRiD SPACING IN ALL DIRECTIONS. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, ON PTEIGN CRITERIA SEE W Q 00 �? 'vi FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER Z� ?,,, C7 �'-,� � FRONT VIEW mom GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE ... • _ SERVICES EROSION PREVENTION w --. - •- PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER - AND SEDIMENT CONTROL V w aC ›.11) SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL I- w co AND SEDIMENT CONTROL V >> w 0 .O ti PLANNING AND DESIGN MANUAL w cn O > Z m ca E . . n zo � < 3 CONSTRUCTION ENTRANCE m > Q o PLASTIC SHEETING CleanWa ter Services CleanWater Services SEDIMENT FENCE Clean Water Services > DRAWING NO. 810 REVISED 12-06 Our commitment is clear. Detail Drawing 855 REVISED 12-06 our commitment is clear. DRAWING NO. 875 REVISED 12-06 our commitment is clear. - Ili C O O. O tin cv V to 2 MAY BE USED SHORT TERM AIMIIIIII.TillillUppli ® [ Z _ _ W/ UTILITY WORK AND W/ - Q PHASING OF DEVELOPMENT "" ';: - = d s c`t•,W 1 i U,:, •I{ rit. ill A • N ifs I� +iu �11►t1'Ail UIt!!/'hit gii'lir 1 lit,, R.1'I/'1.11h. 1 'Ili 1;I',1iiii ru1ifilli'll 1 REBAR FOR BAG REMOVAL MAY BE USED SHORT TERM W / FLT=- iiiii' i1;1 till. iii. 11'i1i.'1r.l:ll if II111I 1'- n+iillul l.l., ;li1,i:::111t ► ire;if Hi 0 I,?tl, l h UTILITY WORK AND W / PHASING OF TIGHT TO CURB o ac lu}- -! i " +1,; r■�tnmut, CATCH BASIN GRATE S to Z Mt I,uui� 1,1 i:!Il in mil • ,.,P11.1,;1.,: t� w r1I U I111111r11(I1 IA11111I1�'1l1 - • - r,�.••rr : -- •t ; St O O U O J , , ii: .nq t rli nn' lllt':Iltu – '• rtt!:;nit! vat ITV �.�wirs.: FLOW ' Si 8 --I t , a" • •, - el 6 Z A- CATCH •BASI • - �I �I s I ' '�i ' �� • + �� CATCH BASIN W ♦�►I OI OI s�I 1 N 1n -•. 60 AREA DRAIN *I .+I V+r4*I�4 •_•• '_' -� 0_ m \��O��,OI�,�I�,� . ; 1 EXPANSION RESTRAINT �, 0 Q CATCH BASIN .. ., �I�I��OI��IO��I�� "4:--,---- • u- .....:,::::,...'.,,. • •• p• �I i A �'' .+ •1 e. g• I'I`I,'/`:'1 i .' /`,�i./�,; © 1{� • 1'1110 1 ''ii Iii a' ;+_ :•' ��,��L��,��I, ,�ifof�,�fri.°,1'11, o%,f oi�.,., _I J 0 _ 111'{ , ' ". • FLOW „111}1111,1 ': j��`'Is��'I , , ,/-:f f:f ;I' iii tI1 Pli ll /?%ri`,.�/ :i o`i �i �_ +. • Sri:��.�of,.,:i.;;, Ii''luli�l'?111 • t+I O74.4iN ,•' !• ) FRONT -, :/ " -:,--:f:-r,--;:1' W 11'11 ► %oi•�o:::-2.!��-oi�i`��- 1:2.:-, �i. .,,, . �I1111i�l�i,l1 ••... ♦ �,� • • _. i ' :•••;•,••�•,:-C/f-.•f f,.-Of�.,C;.,.. ;1 :�: _ 1 ..4/ 9 4 m . .. r. -- :.:.,,i -i - - '' '••6 _ _. .. _ -_ .. -'-. �.':i:i:'i':i::,:'`f P- t'f sf -e'- •t`/....,• i:':i:!= ..._:...-. •.. i•1ttt;11111, _ �.. GROMMETS USED FOR �f,,�f,.,•oi,.,:i,.,:i.� .:• '► • 'TiIJ;ii' 1 ATTACHMENT - • �"` TORM S PIPE .. �'-- FLOW GRATE TrP = c11 J BOTTOM rillillTilliiiii - _.__: - h W 0... - :gip _ 1 . _ . y Y:'.._... _ /'illl ` , - .-_. -.- •' ,:; -c/ v -oi v :- :i Z.:, __ r s Si i.r, iiiii _ � _-_•t .. •) ►• fI:14,e%'Is•�j'O O I • -:- ,1'11111t1%CI T ___ - - •' j: � `. ,eI"-s'.p p,"4. 4.elf..• .. : !e ,• i 1111; t111 i s o / .. . , s �., • ♦ • :1 • 1IIII1ilIli4i '•••••o ,-i�.,0�,o o%i''?-•'-oi 1,'111 i111(11'11 foi?-ei-oi�, ifs'-oi'rfoi DiTCH INLET PLAN VIEW I:IIIIII I4t ,/'frf"f:f. ��i--of:i ?Illlltgt'fN:I :/,.,:f,. :/�.,o oi•• •/ /:f' 3B• 2"X2"X4" RUBBER BLOCKS %ofr%' %'o' - " �- %'oiP1o% -4p,�11!rPl,iIt :i�,:,..Z*4.,:%,:% i�ftroy4;4 e%.. oi�/4-4, imp; foi,.-ois•'i-of'of.4.4.4/oi-o%5;444 free. f.:7. ›- O _. y:f:f:f<f,' f O1:f:?,:?f:f:f o?f rf:-r-oi o0 4 POLYPROPLENE ofr�o-`f:-�.�:on?f�.�-o/r f:�o�-o-��ofr�-of��:fo; = z i- NOTES: 6" overlap of bogs. FILTER SACK (WOVEN) ri.:i.:i.of.:i.:i_:i.:i.:i.:i.:i_ U 0 0 1. ADDITIONAL MEASURES MUST BE 'e' I J ,- i. W U CONSIDERED DEPENDING ON SOIL . U Cn TYPES. WOVEN POLYPROPLENE SACK TOP < 0 CV —I I- • O 0- w Q Z 2. BlO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING INSTALLATION NOTESI t/') W 2 1x2 WOODEN STAKES OR � Q .1. INSTALL SOLID FABRIC SIDE DOWN MESH SIDE UP. Q APPROVED EQUAL PER BAG. NOTE: 2. ATTACH TO CATCH BASIN GRATE AT A MINIMUM OF n W. OO � W FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS FOR FURTHER INFORMATION 3 LOCATIONS TIGHT TO CURB WITH 1/4' ZIP TIES. W 0 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION r - PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER MAINTENANCE NOTES! ON DESIGN CRITERIA SEE . Lo SERVICES EROSION PREVENTION FABRIC- INLET SACKS: SIZE OF FILTER SERVICES EROSION PREVENTION 1. ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CHAPTER 4 OF CLEAN WATER L)HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL CLEANED UP AT THE END OF EACH WORKDAY. SERVICES EROSION PREVENTION OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL BY MANUFACTURER. PLANNING AND DESIGN MANUAL 2. REPLACE U - SHAPED FILTER BAG AS NECESSARY TO •• AND SEDIMENT CONTROL U z PREVENT WOOD _CHIPS FROM ENTERING THE STORM SYSTEM. PLANNING AND DESIGN MANUAL. 4 Z O O _ INLET PROTECTION INLET PROTECTION 0v) O TYPE 4 TYPE 5 INLET PROTECTION � CleanWater Services CleanWater Services -p(p E 6 QeanWater Services w Our commitment is clear. •ur commitment is clear. DRAWING NO. 925 REVISED 12-06 Our commitment is clear. SH E E T DRAWING NO. 915 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 M . , O . - 1— C 4 DWG: EC4 SON( c, SONIC DATE: JAN, 2010 S 0 Nil C . 5 OM C IRRIGATION SCHEDULE 81 1 . - SYMBOL DESCRIPTION GPM PSI RADIUS SHEET# SYMBOL DESCRIPTION MANUFACTURER TYPE/MODEL SHEET# 1 . Ilx.. fg:21.. SPRAY HEADS RAINBIRD 1806-PRS-5Q 4 RAINBIRD 1806-PRS-5H .10 .20 30 30 5' 5' LP3 LP3 & A ,EQUIPMENT REMOTE CONTROL VALVE QUICK COUPLING VALVE RAINBIRD RAINBIRD PEB-PRS 33-DLRC WI 33-DK LP3 LP3 ' Know what's !Mom Call before you dig. . 4 4 CO RAINBIRD 1806-PRS-5F .41 30 5 LP3 11044 ISOLATION VALVE APOLLO LINE SIZE 1P3 #G1S 121. RAINBIRD 1806-PRS-8Q .26 30 8' LP3 NI DOUBLE CHECK VALVE WATTS 007QT-100 LP3 65N LEI. RAINBIRD 1806-PRS-8H .52 30 8' LP3 FA- CONTROLLER "As RAINBIRD ESP-LX-12-MI LP3 • 4-i-nrelee: _ ED RAINBIRD 1806-PRS-8F 1.05 30 8' LP3 79„,,, man A.Ctie OREGON L RAINBIRD 1806-PRS-10Q .39 30 10' LP3 ------- ----- ----- MAINLINE SCH 40 PVC, 11" * 01/31/10 <N, ..6i ,_. RAINBIRD 1806-PRS-10H .79 30 10' LP3 LATERAL LINE CLASS 200 PVC,SIZE AS SHOWN 41.--)E, 0 0 RAINBIRD 1806-PRS-10F 1.58 30 10' LP3 :...7==__..--: SLEEVE SCH 40 PVC,SIZE AS SHOWN , - - 30.65 1... RAINBIRD 1806-PRS-12Q . 12' LP3 IPOC1 POINT OF CONNECTION LP3 . , AII_ RAINBIRD 1806-PRS-12H 1.30 30 12' LP3 / GALLONS PER MINUTE(G.P.M) , • 30 12' 0.00 0 RAINBIRD 1806-PRS-12F 2.60 LP3 v.) 0.,4),.(...x4A/ALVE SIZE z .92 L. RAINBIRD 1806-PRS-15Q 30 15' LP3 .......ZONE NUMBER AND CONTROLLER 0 z:N.. RAINBIRD 1806-PRS-15H 1.85 30 15 LP3' ' 3.70 Ce -e- RAINBIRD 1806-PRS-15F 30 15' L.P3 - MI RAINBIRD 15-EST .61 30 4X15' LP3 , 33 RAINBIRD 15-CST 1.21 30 4X30' LP3 GENERAL NOTES 1...i 1. THE CONTRACTOR SHALL INSPECT THE SITE AND VERIFY CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. 4qt. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES AFFECTING SYSTEM PERFORMANCE PRIOR TO o BEGINNING WORK. 2. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 0 • ..; 3. LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS DIAGRAMMATIC.IRRIGATION LINES SHOWN WITHIN PAVED AREAS Z y ---,„„,,, .„ / I -•;„ <, ARE FOR GRAPHIC CLARITY ONLY.IRRIGATION HEADS AND PIPES ARE TO BE PLACED WITHIN LANDSCAPED AREAS WITH I .„ La r4 ,,„ ..„ ,,,.,, THEIR LOCATIONS MODIFIED AS REQUIRED TO AVOID PLANT MATERIALS,UTILITIES AND OTHER OBSTRUCTIONS, PLACE ri ko / I I .,, r , _. ..._. rio•-1 1::::.1 k,,::::\ ..„.,,, ' LINES IN COMMON TRENCHES WHERE POSSIBLE. 0 ID 0 u? en 4 cc oleo a) al oom o i 1 ri i " ., Yy':..". ,, ,, . .. „: .., ,‘, „„. 4. COORDINATE ALL IRRIGATION WORK WITH OTHER TRADES INVOLVED. Lu _,„ ED 0,o, 0..t., .,. 1-. 0 -4........, I 41) / i /. '" ,?* ", - I , .,.‘ ' I • b •<.' 1 if 5. ALL VALVE BOXES WILL BE PLACED IN A MANNER WHICH FACILITATES ACCESS FOR MAINTENANCE. LOCATE VALVE BOXES il , ,,„I. :,.• ,i .•••,. ,A.N-,,,,,;iz,:,," 11 k , ii.......,.. „ ....„ . :,:frfl,, . J C,, I II .0 ...,,,,,,'"---' --,>1 '‘ ' I : r-I„ IN SHRUB AND GROUNDCOVER BEDS WHEREVER POSSIBLE. SIZE BOXES TO ACCOMMODATE COMPLETE VALVE / ", ---a, '',:>1 1 ., n EB icy o[1 i--,:i3 '-.------- li I 1 LI.i,As, • ASSEMBLY. LI n> wcit 6 ko u . ,,_ ___ s 71- 1 . i ,_ . ..,...... _ ,-- _... _ . _ .•,_ _ ._,........... 0 E Ei - ----- '-,. •'\,,I fi ) ..- ...,•• , 6. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND uj in D - M m 1- 0 "*"..)4 E ; 1 i , \ i ',.,‘,. 5,,-' ---- .......... .......... .. LU U 5 • , .„_______, ... ::....,,\_,,, il -- ELIMINATE OVERSPRAY ONTO BUILDINGS,ROADS,AND PATHS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A in z 0 1,.. if l i i „...._,........._ / ------ ..- i , „,„,, ..,, - . , • i . Nu/ ><C (') 0C4 IL' 4 i , • ..- .- ./1 COMPLETE WORKING SYSTEM. m < c,_ . ,i• ., i„," ,/ : ; ; • --- -1-‘ / ,-.1 > , / .-- - r/ ., ..... . . „. ... • I .. , i is \ \ , /. 7. STATIC PRESSURE WAS CONFIRMED AT APPROXIMATELY 100 P.S.I.AT THE P.Q.C.CONTRACTOR SHALL VERIFY PRIOR TO ..• ti . . ,.. .,._,.., . , 1 ,,, , , ,, I , F - , .. , .. . - ' COMMENCING WORK NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY IF ACTUAL FIELD DATA DIFFERS FROM THIS / 1 , J; , 0 . ! ' So: # 5 , ! i . -,./.„/ ,-- :f INFORMATION. / i / .,./',1 --, _.: f \,./ '-'-1-..:.:::---,.....,.. ...:,, ,, , ,., r, ,,,„,,,_..s.._.,_,....,.‘,..,..._: „,,----•"" if ....--- // 8. THIS SYSTEM REQUIRES A MINIMUM STATIC PRESSURE OF 100 P.S.I.AT A MAXIMUM FLOW OF 20 GPM AT 0 , I.,. i i f / 1 ...... , ,f----_, ,-:,-.:- l H o ..„ POINT-OF-CONNECTION. HEAD LAYOUT AND ZONES ARE BASED ON THIS DATA AND DATA SHOWN IN IRRIGATION LEGEND. 13- ,.„ • _ .,. ..„.. : • 1 i f / 1,/ ---,.„.,- ,...-- (i.) NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO COMMENCING WORK IF ACTUAL FIELD DATA DIFFERS FROM THIS cRi / . ' • , „ 7.--- -- PHASE 2 ... 3 .< i 1; . , ', a . -,..,,,, .,.., -,. --.-.„.„„. , ,s_ . „ . fih). < i i INFORMATION 111 >. s, ,.... •-s, ii ,/ . 41 CO : / i, , , , if ,' / i i I i ' 44e 9. IRRIGATION LATERALS ARE SIZED AT VALVE AND CONTINUING IN DIRECTION OF FLOW. REDUCTIONS IN PIPE SIZE ARE le . , ; ,"---.------ it 4,',1.=•-.; . FUTURE PROPERTY LINE, / it I I. ;I// g // i , ''.,l t-i•-k'A,-,1 ii i''''",1 LABELED BEGINNING DOWNSTREAM OF NEAREST FITTING. ALL LATERALS ARE MINIMUM 1"OR SAME SIZE AS NEAREST io / .1 1 I • it PARTMON PL4T iii li i ! UPSTREAM PIPE. „ 4..4_ / 1 p / i -40 -.- ' -.., i il , I 1.3 1 , ' 1 I 1 I ii , i... q 10. SEE SHEET LP3 FOR IRRIGATION DETAILS. i ..._ i / .,4,, / ff, I---------I 1 I / / i I , ari / # i / Z f i f E , I ' 1 1 11 , : , J , 1 i i : ..., / ; 1 "if ; i ( i i 0 1 1 8"SLEEVE , ,• i 1-.4.- -•-• ...... u.L.I.R. ---- i,r-4.,.,,.;) s3 , 5 i - i 4 _ ------, meliczasincasi. . ir---- --4 ,-,...- -.. 1 i g ,,,, r, r-$ 4*,SLEEVE / in-4 ,. .' ,I '""e".' _..__. - ' - . i ly 1 4'SLE / 11' / -?% ) '-'444. :;;,- ---" *----?°'"---: '"'-'-''"7---- -- - - TF''...- IF .4*'''11"Pd ' .""---"' ' - _______. •,.......-- .., , .....,-- - --.: . 1 KEY NOTES r 6'ig F / / I f ' ---;,-. , ilt lis* 0 i Itir ck,4:i lik 1 MIEEVE 1%71 IL i 1 Mr ', , \ Is 111 1 gisi (Ag - i ili ii,7 \ fk, ‘ k ‘. ‘k i \I 1k. I) 0 \ , , .--. 4 • 0 MAINLINE SHOWN IN DRIVEWAYS OR PARKING AREAS FOR GRAPHIC CLARITY. LOCATE MAINLINE IN SHRUB BEDS. KEEP :A. )17.J ,.'"!I '6 -9. I • 1 ill'1 , ‘ 11, .11. , , . i IA \ ,f '':,, 4\ % MAINLINES&CONTROL WIRES ON SEPARATE PROPERTY LINES WHEN POSSIBLE. STAKE ROUTING IN FIELD FOR OWNERS 4,) 1 4 iti 1 i 4, 0 i... \ / , , p, --• - - • ,... . ...• - ., , $s , ,, 1 1 /• / NM 15A --::.:. / I , , , , • .. ,. \,44.,,,,_ Ant_ .1_,‘ , 4, \ , . \ ,,' APPROVAL. 2 .1 91 to _2 i 11/ f 4., , ,ii.,,, ,,,,:,,,, ; dh.,1114,,,,,,/1 l'o,41'',E. ,.--1,‘-:,•. V 4EEVE , $ .1 1 ,' • ,.., - ,., , C) LATERAL LINES SHOWN IN DRIVEWAYS OR PARKING AREAS FOR GRAPHIC CLARITY, LOCATE ALL LATERAL LINES IN SHRUB // 2 .V.- 111111111 11E11111111 •..-..,, , /4 ! . _ - ---+- '----- 1 14.2 .; :F ; ', , ;' , ,.. Z C' / *4.1/ i / I ' ' . „ . A k4.' I \ .„--„„"-,, ..i:.., .11 ,.„ ,.- ............„ i, • 1 , 11° ;11111... 0 ' II I',I i A ",', • ,„, \\ :5/ , BEDS. •,rs'N,a1,, 160 ...-----,. 4 cl , f , '''' i ; T 6 I 1" ) ., ,,,,„..- /,,, x i 11 i " ' 1 . \ , c..1 t f; •/ 5 .1 1 I... \ , 5• / /i I,,,,,/ .. , \\ w p t ig si \\ // 0 VALVES SHOWN N DRIVEWAYS OR PARKING AREAS FOR GRAPHIC CLARITY. LOCATE ALL VALVES IN SHRUB OR LAWN 1 / / .ii / •-•.'''‘ 1 Iti. - :- ::: ' - 13.7 , I \ 1 /by/ „,,, 1 / '''''T ,-- imula 4/ „ „ . 14.0 ...-.... ., 7/I ., .......___ •, -, '---„..,,,, I,:I;•• , ,-:, '' BEDS. INS P i/ E Ulij 0 , 5 " .„,_____ ';:.,--/ , .iy' -' -.;. 4, ,.....,... 1-, !'. ' 11 1‘! / „, ., ...„,,„„, vir ' -- -: lir / 0 INSTALL CONTROLLER IN MECHANICAL ROOM. COORDINATE CONDUIT ROUTING AND POWER SUPPLY WITH ELECTRICAL. '1, ..J t - I-- ! ,_,, 'I r 1 t , .. .... .... ,,...., . ... ....._______ ... .. ._.... .... 1 __ • ,,, li s , i i .--1.-.1..:. % •........ ..... ir .#. 0 ( i, f.... . ,. , .,, , , / i/ i ,, -:,---TI_ ,/ •--;;....-„-_-„-....„.„.„------,--------,_. „„„„ ,-• IP; ..........„„.„.„. ars Ti..„x„c_.......4.,......... . . q'ori, .- 1 ./ ,, 0 , ea - .,,,- ,,, ) V. 0 CONTRACTOR TO INSTALL IRRIGATION LINE AND CONTROL WIRES IN SAME TRENCH AS BUILDING DOMESTIC WATER LINE. I/'\, ...__„1"),1 ,,.....,.....,.... .. . . , . , /-7 $ i 1 f - 0 li f III . / .: .,.. , ......._„,..„..... t3 ,,, , ., ,, ,• .,.. ,, -,,,,_ : 1 0 : Ti UGE •h---7--4C1w 1 Lek / “ yc , - - - t PROVIDE 3"SEPARATION.TAPE CONTROL WIRES TO MAINLINE EVERY 20 W 4 1 ,s 4 tk.4 ..,--1.:' •'/- !' '•045,7 i! ir 7:- 11 iiv ' ..ini. , ..,.., ---- et-UR V-- OGO----7, , I* 1 Eli„, 1 1 .t 16.7 P. , ,, ..... ,. ,,,, . •:, / ..., if 1 s ii ; 1; hlzL. 6.,-6 t ; --asimi-c-7,-i.. ! , . / . / 1 .., / , . - - .,-- 1 i , i if it„--- . / ,......„,...:_ , , , i . :„ 4-ii/ eillial i. ..„. , 111 A\ „,,. /I i 1 1 A i p it II /".■\--,.--ii \--)' Z Pi in-/ i . , i tv- ---' V4,---„Y!. ! ' / •,,,, 1-- im r $ i i - 1 /I kl A.''.ea .4. .1. kv- , • 1 01.. , i, , AI ti 4 If 4 ;- - - --- , - -- ---. 3'•:.:,-•••::-:..--•.::::: ., .,.._ . . 4 i , 5.,,, ,f -,•■■.........• .1•11Mm.■.............A& ,.......- .,,,_,.._„,....,...,..___:...._____.. - --- - - -- - ------- . - _ 4 i \ IV:.77. ---... _______.„...11 i _ _. .„. __ „,,., J I I .„ a / 44 ;./ L._„......_..,. '-. -: . ". ! 4*„.„.....SLEEVE fiLMSfinitni :: :4"SLEEVE:'41'S LAVA"""•""mlw- .., , ,,. „ , . i i ., .,..,: :„. / .. 0...P•IF '' ' i , .„. Nomormari ,- : ..,: . • „ • f '' '4 , ,11 "I/ I.- ---11-1 / 73, -1, i i iltil ,77--------- 440, 4/ ,, /,..,7 s ,\,,. , _ . 5 ., . . 0, 00. 41 ,. ,,, , ::;,4,,-,•,_ _z_, , 18$ / ,, ; ; i ;toff ••-•- , - ,.- , , . •.,, orii , ,' I , , ,' , , , '1 Ai v4 . .# 1 i , , , , %IP Iii 41 / , 4 . / •• .. . /°'.....„ ... , id ,1:''',..';,,rs,'',5''' / ‘ -'''''''11111J11--lir--54.4 5 Vi ''' i A , \ / , r , .,- i 4 1" , '. -::-• ,- „9. „, / „• .5,/ , iv ) (.. .44 \: !)1 / '' i ,, -/ Or / 1 / ,,-' / , ,p , ,......., ....,....=,.:.-.-..=_.z.-77 ---;----z -- .,...=.;,-.` :7_,,,,,,_ -.- ---- .7._-.7:-11 = .1.47_1'''''' '.4.....'::!--:____ PA • ,. '•.1 , ,% i r . , , i 41 , = Z ' it sit SLEEVE ---- ll ./ :-.: if 1 ' / 1 1 1 '1" / I ''' ' ,-, _,..L...._,..1.___11„L____U_ L.., . I 1 I • I ___...L. 1---3 1 L 1 T I 1--- - I r/ - w 0_ _..---, .*---- C-.1.„1 1 ---,T._...:E-._.EJ:LL:3TT--r--T" r.i.7.:.-TL-...i...f_.,_r -'7-r-V--i---j-=--r--r-i ----7-3* . ,.„. _....,„, ,.• . ,i. , ‘Y' (a)-- ---- .i7 \ --, , ; Li ----, (NI C) ...-' .,,,"' illiL,,. iy ,,. • // I I 1 • , „ i / - ,,.. YAA;P ..,.,..,ft' 14.9 „.,• „,.....„ / , •- „-• 1..., ,,,,.. 8 I is 0 , . '': I 1-, / i'''', > o < /,/ ' Q. • It- -....-- ,,- -- , ---- ,-...„,___,, . . ,-,-/ ,- -, ,. il 11 ' i',- - i,,---i'`, `,' i.' •„,. , 3 . 3: . ••• - • 9 1 1. ,„,.. d 0 ,... ., . , ..„„ / -, -,,• / , •,,, .,, ,.., / .i.. . -,., / .----, . • ,„ " (,'' )i.. .. . ;''' I ' i ii ,, .,,, I ; if iiii ,,...„ ' .:' :',-,...::::,..! \ ,,, ss'', / , •••,- if , ' 'V'',1,„, ; (." ix F.L. ' : q...-- il\ f , ; 6 . in amk --S -,-._ (i) 4:r ,...- -- i 1 -- . --- ---- \ ! --0 i 10 -,,,,iy , s fi / jr.„..,.ii ,, -.7;0 _ i.,"'.. n 1.1.. 0 < I „:,-- - , ,_. 1 ----- ,...-.-.., . / .,,..,,,,. UGT --------- LICIT --- UGT -----,,,-: .--- i - „..1- "111111 '`'' -1.- ury.,1- ...„... ..4111111111111Mriami ,s, 46. W- .A. 1P'' 41. 'V 46. V nlir ..,.. II '`‘. ,......,.,,,„.: ,..s,i ii, ,: ,., / "---till o F-- CL 0 41.. Na............ / / 1 -••• ' f/ I ..:: ---":77---7,71,', 7! r-7* -:=7----:= . -- " AN """.""-f- 'T ''''''''' : (:') if I ;2-. • i/ I 2 C: 0 , A . / // fiiii)::-.:.*: ''' 1 / - Ai 0 .,..-- c: i ,i7 ..:":-..7...„:„ .,,,. 1;-'1.'';'s. . .,_._.....,..z.....---raz.._..„..„,,,,,..1.4 414 eN SioN1,,,,,,_, ,...... :: , '(1 ' I s, 5 / ---"Ir '-.:--'''''....------:-: A=7:::;;.-,::,if- ,4---,....,,,,,,,,,:=....-,,-- L1"-- . 0:„. i if i 444 . 4 If i / ,,,,,,--I- ----79 -,5- isionmag&::::;.7-.::,,‘--..uH--7.wi,-7,--yi4-7 ,, .:7 . ....;-,...- ....--7_,,....... .. ...77,7- --7.7.7 .........,----..---- ...„..,-..... -------,, - i. - - g 0 (i) ,,, ::,Iry „ if., /,' ---------1 i , / .„..,.•............_ „........• ,,..4 ._.....„._..._ .................„....„... i 1 7 ,,--t, : L".2.7„::= i .i i • 1 / , i:,,,,,, i • if 1 SHEET / , . .1- 1 , v , ../ , f We) • i I, 5 , : / i 0 20 40 ll SCALE:is 201 15100 Prelim_ . . . DWG: Irrigation . . DATE: SEPT. 2009 S 0 NJ C &QM C . • DATE PLOTTED.* Jan 28,2010-4:46prn INS DRAWING FILE: W-11510011ANDSCAPEDWGISHEETSILI Irrigation Plaridwg SONIC SONIC PLANTING SCHEDULE 811 ,„ - off SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE&CONT. COMMENTS TREES ACCT Acer circinatum Vine Ma le 4'-6' B&B Know what's below. p } ACRD Acer rubrum'Frank Jr.' Redpointe Maple 2"Caliper Call before you dig. 0 Chamaecyparis obtusa'Gracilis' Slender Hinoki False Cypress 6-7',Container or B&B 0 C cN) Chamaecyparis nootkatensis'Strict Weeping' Strict Weeping Alaska Cedar 6'-T',Container or B&B 651 lei/Ce. (I QUCO Quercus coccinea Scarlet oak 2*Caliper,B&B • . ` " ZESE Zelkova serrata`Village Green' Village Green Japanese Zelkova ^2"Caliper,B&Br Bryan A.C - ,, OREGON 01/31/10 .\,f SHRUBS 4 PE i C,J' 0 Azalea'Hino-Crimson` Hino-Crimson Azalea 1 Gallon Container Q Comus sedcea'Kelseyi' Kelsey's Dwarf Red-Osier Dogwood 1 Gallon Container ea Euonymus alatus'Compactus' Dwarf Burning Bush 3 Gallon Container 03 Ligustrum japonicum'Texanum' Waxleaf Privet 5 Gallon Container u) . z € Nandina domesgca'Gulf Stream' Gulf Stream Heavenly Bamboo 2 Gallon Container 0 0 Rhododendron x Gomer Waterer Gomer Waterer Rhododendron 18'-24",B&B To Thuja occidentalis'Emerald' Emerald Arborvitae 3'4, B&B Of 1 GRASSES 0 Helictotrichon sempervirens Blue Oat Grass 1 Gallon Container Miscanthus sinensis'Yakushima' Dwarf Maiden Grass 1 Gallon Container w CI GROUNDCOVER j%! Rubus calycinoides Crinkle-leaf Creeper 1 Gallon Container,24"O.C. 0 ` :::' :' ; FINISH LAWN PRO TIME 303 SUN MIX LAWN 8-10 LBS•PER 1600 SF. IRRIGATED ••7 i f • `. i ! i•R i 1 •:•:•:•:•:•:•:•:•:• ANNUAL BEDS OWNER TO INSTALL u-••I c w `3' 9cn °u col , , , H p Q.-•N i N j Uwcea� co......— -- — _ GENERAL NOTES _0 . 55-..,› uiii ,„,,,,,.- tot u,,,, _. ...._ ...,.___ „, . / /,-:, . i Ii . — 1. SEE SHEET LP4 FOR SOIL PREPARATION AND TREE PROTECTION NOTES. Q °u 2. PLANTING BEDS ARE TO BE SUFFICIENTLY CLEANED OF ALL CONSTRUCTION MATERIALS, INCLUDING IMPORTED ROCK,TO THE SATISFACTION OF THE OWNER'S Ln > d ' REPRESENTATIVE BEFORE BEGINNING ANY LANDSCAPE WORK. fifill' I 3* THE OWNER'S REPRESENTATIVE WILL APPROVE INDIVIDUAL PLANT MATERIAL AND LOCATION OF PLANT MATERIAL PRIOR TO INSTALLATION. _ I I 4. USE TRIANGULAR SPACING FOR ALL GROUNDCOVER UNLESS NOTED OTHERWISE, SEE DETAIL SHEET LP4. ` • I 5. SHRUBS AND GROUNDCOVER TO BE PLANTED A MINIMUM OF 112 OF THEIR O.C.SPACING AWAY FROM PAVING EDGE; UNLESS OTHERWISE NOTED. (11, 6. ALL VEGETATION TO BE WELL ROOTED AND WELL BRANCHED. IIL Li lii ' ` PHASE T. ALL PLANT MATERIAL SHALL BE NURSERY GROWN&MEET ANSI STANDARDS. u' 8. QUANTITIES INDICATED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY INSTALL NUMBER OF PLANTS AS DRAWN. CONTRACTOR RESPONSIBLE FOR - `> ` INSTALLING PLANTS IN QUANTITIES AND LOCATIONS SHOWN. ea ,P//4/attrit FUTURE�� PROPERTY LlN I 9. PROVIDE STANDARD COMPOST AS MULCH TOP DRESSING.SEE NOTE 10 / 10. PLACE MULCH 2"INCHES DEEP IN ALL PLANTING BEDS. RAKE SMOOTH. MULCH SHALL BE PULLED AWAY FROM CROWNS OF SHRUBS AND GROUNDCOVER l PLANTS. MULCH SHALL BE FLUSH WITH ADJACENT CURBS AND PAVING. TAPER MULCH THICKNESS FROM FULL 2"-INCHES DEPTH TO 1"-INCH DEPTH OVER A I i_-._... I 12-INCH HORIZONTAL RUN AT PAVING EDGES SO MULCH WILL BE FLUSH WITH ADJACENT CURBS AND PAVING. Z a I _.. , , I p ' �r 41 3 A i/ / ,,,„,- ' ' 4 1 �w '1 1 _ \ 1 1l�} (IR Roftc i Q ate �' '� '� ( 7;!r ; T OW (114w 10 t c ).. .1:3- ALM& i - --\:— — t \A" \*Lotagrat c ACC! 17 92t4" ' ,� , � 1-ACCT I I 1-ACRl1 -air. ►.,;� 1 MM �-\ „,,, - ,, I 1-QUCO a, 164 I i _I° "E ��, 4-04‘, � � ♦I ili,VO4Y . ril)--- �1�►' i;/. • ��1 *' � �� it '1 ./Y.4-1-7, ' ' � Aoki* � .> >1 fie t y �'#" -''PlinrydZo` 1 �' "!„t1�(t)�� Q(;`�`\ (��'� ,/ �^�y'3n',4L'.�fi�l1''+�:/-��F' jti{ �� (� VI„� ,.,�y ��. li81.620)\ r I � i1/��et'�♦ ,�i�' Am.,t�'• s �`��+t!,={� /!�� fig � .�411,7 0-110, l ago gII jfl '�� ..r I ,� , �� "►- .,� ' i�t.•. � ... �y . ,o . r� � KEYNOTES ;. .',f�/,`✓ /J tu y ., � , ,,. �/ .� �. �. /, �A I� %x �"i�ljl'Vi�+` 1�1s) /!� �,t s la1t� �� i 1�! Ail ` '•.• I �' % �� 1 f*- LAw ° 0161 `yF 0' `::::� 10. :113-0:::\\\ ��f Q 'Mi . �,,,,,,�; �' ' CONTRACTOR TO PURCHASE AND INSTALL ANNUALS AT 12”Q.C.AT LOCATIONS IDENTIFIED. OWNER TO SELECT ANNUAL SPECIES PREFERRED AND PROVIDE LIST f" `'''0 ..� � ,-,r fir�* • �, ? ` �� • -- -- -- ' �' - _ — ti��, a-4-O-4.Ca,4,t��ta .� TO CONTRACTOR BASED ON SEASONAL AVAILABILITY. 6c)4 '' Qt3 I ,r / t o C� moo/ I.o .��► , ..,.C14 0 / PS) =. ,��,,. ,,,� -41� ,_�/I� / 0 CONTRACTOR TO INSTALL LINEAR ROOT BARRIER AT CURB, MODEL NO.UB 18 2,AVAILABLE FROM DEEP ROOT MANUFACTURER. INSTALL ALONG THE ENTIRE/ ;. -;„----,-,-,,--/ -,,�; :./� ._ _ s :' / diem tZ,Jif , Q ,/ ` A i:1w / / LENGTH OF NEW CURB.• i i , J.[)w V49 ' { "F> ' ;fi, y�+,¢.•a`` < '/ atotO /•.. �Y•.,_ _ ..._�_ _ _ Z -_ �. ......___ _.i._.- _ � ___ -.._....__ ...�� _.�__ ____�. .._._ ___._ 2 ACC[ 0 00 t --- (W00111/ / ,,:-'. --149111:■,,,,,/ ,.---44. i i 1 I 1 ---) 5 ct [L CD S-ACRD `0.--�- ,: S OF SI III/ / -z-s:,,r6761.4„, \ -'- 17:QUCO —.------, / L,---\:: .,„,--a*----- . \ . ___---=-----1, . / __, --- 7--- 7 '''''''' /--- n — ° Z / �� rlllli r irMnri ll� ..... fiptiltilts , — N — (...) i\ ---/ to ti .. __,,,,,#7,7," .4, / ,0,,. . . . g......_ ...,......... / 4.1, ...........L. =„;,..:_z_:--- ------7------ --..,,,.... ----- — ------- — ---- — —qr-air- - — ,-----___,,,,,_, ------,\ f Ilif I I SHEET 4 a 20 I P 2 SCALE: �= 15100 Prelim_ I DWG: Planting • 503 1,1 SONIC _ DATE: SEPT. 2009 DATE PLOTTED: Jan 28,2010-5:07pm MSS DRAWING FILE: W115100&ANVSCAPEDDWGISHEETSIL2Planting.dwg . S '+./ ! 1 7II l ww.r.w.rw S.0 NI C 811 „„z ? BRASS UNION,TYP. Know what's below. DOUBLE CHECK BACKFLOW Call before you dig. VALVE BOX,SEE SPECS. r BRASS NIPPLE,TYP. 651 FINISH GRADE: ° • STANDARD VALVE BOX "BELOW BOX IN TURF BW/EXTENSIONS AS REQ'D. '�,, 2"BELOW BOX IN SHRUB BEDS• FINISH GRADE: �( I � 1 -E w GATE VALVE Y2"BELOW BOX IN TURF � .1 --� _._:L MAINLINE POINT OF CONNECTION, \' ,. , 2"BELOW BOX IN SHRUB BEDS -_--s SCH.40 MAINLINE `�p ' SEE CIVIL FOR TAP. FLOW, I, �, .::_ _ .:. 1 '� IF DOUBLE CHECK VALVE : 1 1 �i '•y1 . _}}E FILTER FABRIC-WRAP UNDERNEATH 11111Mpi= li. " � ei' SCH.80 MALE ADAPTOR % _ __ VALVE&SIDES OF VALVE BOX. .4......� -, ..—.., .-�-., I I EH" II Hi 1 I 'N' ';',"1. '2. � � � -r , y c a rte`, t �y � :~I I BALL VALVE(LINE SIZE) r. > cn [11111 411 x PVC THREADED MALE ADAPTER BRASS NIPPLE BRICK SUPPORTS ALL z - ,_.:.__:.mimeo, IJ11 i �; : 4 CORNERS,TYP. SCHEDULE 40 MAINLINE, I ,,10,..-- ►--.,�,1__f:: DIELECTRIC COUPLING PIPE SUPPORTS,SEE SPECS. SEE DRAWINGS FOR PIPE SIZE. � ' s '- �..Q :<.*1.,n ,'�' ,_' ;- �, i MAINLINE / -4 �' ?k7 I k, :, �' ;; .t W DRAIN ROCK MIN.8"DEPTH ISOLATION VALVE,AS SHOWN ON DRAWINGS :: . 3-. - __ . .. _, , K: _ .-;.: : BRICK SUPPORTS,3 TYP. WATER SERVICE LINE it1M :III ::.III- :.III.. III IIuI w DRAINAGE BACKFILL 4 MIN DEPTH FROM METER FILTER FABRIC-WRAP UNDERNEATH VALVE&SIDES MAINLINE SIZED PER PLAN I"CLR.MIN. OF VALVE BOX. w \ POINT OF CONNECTION ISOLATION VALVE el DOUBLE CHECK BACKFLOW PREVENTER < SCALE: 112 1 -0 Scale 3/4 — 1 -0 Scale 3/4" = I-0 _ 0 • z us VN> m V' E 2mu p oca'wm cr of co s ��.. 8 DIA. V X °doN'4^ o I Q VALVE BO WI LID 111-4.� W tp tY1 CJt f3. O w pG M' QUICK COUPLER u�> w o �� FINISH GRADE: I"BELOW BOX IN TURF,2"BELOW w"'o _ z .m _. BOX IN SHRUB BEDS z O S i— �_—_ N > � pW w - M: DRAINAGE BACKFILL m > 2 SCH.80 NIPPLE u -_Eri l'1 1I= .t- �i;Ela �=µ_ ._.Iw �' • • ' -- BRICK SUPPORTS,3 TYP• TOP OF SPRINKLER FLUSH WITH {I ?MIN. GRADE AFTER SETTLING Si kro ►.►4 ._.__-..i l ( SCH.80 NIPPLE PAVI' G 1 MIN. f 0 Illimme= I 1:w_-__ 3"M . POP-UP SPRINKLER EDGE _ PVC SCH.40 STEET ELL,._._ ._�--_;�_ E �SCH.40 STREET ELL. �- / cn cl- . :_ -�...,_. MARLEX STREET ELL. TO BE THE �.Eas� :I i I_.._I I i-.7_ i____._ ' I. i i . SCH.40 TEE OR ELL.,TYP. .. ; : ..:: f �..:.._. SAME SIZE AS IRRIGATION HEAD c :, .,i„`.�.;x,a }-- �. .-- POLYETHYLENE TUBE__ E :_ co SCH.40 ELL. jy ..> :._ ..< ....._ _ k ._._._._ F a...._ �_.:..:.::-...:= -} :::::....__.�::r--11 LENGTH AS REQUIRED iu SCH.40 STREET ELL. ` ....... _71 STREET ELL III MAINLINE ......_......:_...............i...: ...... .......:... ...�.. �.:..;......... SCH.40 TEE ......,E ., E .,,.,. .:..: 4 Z 4 . e: F E � E .......I ........... . :.. �....:...1 .. . :::::: LATERAL LINE E NOTE: E r ito in CONTRACTOR'S OPTION TO PROVIDE PRE ASSEMBLED TRIPLE g 3 ' i .6* SWING JOINT WITH UNITIZED"0”RING ASSEMBLY.SIZE TO , 0 • iv m 7 BE SAME AS IRRIGATION HEAD INLET. LENGTH AS REQUIRED. i u tili I (23D 11 3 -10 rt I w A 0 QUICK COUPLING VALVE SPRAY HEAD , Rg „ )i Scale "=1'-0" " = ' c''--- f r S le -- Scale 314 1 -0 r i 2''' ;t'\\ 11111111 k 3 d v4-. ADJACENT WALL a C � „ STAINLESS STEEL AUTOMATIC CONTROLLER /f f. ` 1 VALVE BOX W/EXTENSION ENCLOSURE WITH LOCKABLE DOOR lr \*,--41,A.,;, W g SPARE CONTROL WIRES 1-0 MIN. 1"CONDUIT FOR 120 VOLT ELECTRICAL SERVICE I ,>' `�l'i' 1- F WATER-PROOF WIRE CONNECTORS IX) WITH JUNCTION BOX CONTROL WIRE WITH COIL,TYP. I SCH.40 GRAY PVC CONDUIT FOR COMMON AND CONTROL WIRES TO EXTEND 5'BEYOND EDGE OF BUILDINGIWALL FINISH GRADE: Y"BELOW BOX IN TURF Z 2 z Q BELOW BOX IN SHRUB BEDS x,- 0 < -_,.' ..►��.�:ow_ FINISH GRADE W I :°� ----�-- ID TAG _ ,_: ELECTRIC CONTROL VALVE SWEEP ELL.ON ALL ELECTRICAL CONDUIT cv C� ! ,r - - FILTER FABRIC-WRAP UNDERNEATH n- �=�I III---�=_I.�_ �: ��._- z _ E r.-- m l-_' = E,a;;.� = i � , VALVE&SIDES OF VALVE BOX. r ,,, tx 0 Wit 1 r r4 ►r-.' � 41. 7 SCH.40 UNION TYP. yg+ r E. n ,._.. :� A ,� ° . �:=a��..3'?rl..,l:�;'f.�.i�:�i.k `.•`•�r%`i,�..•^��.'s-::#...:. h }�..i.:'.w:ti.x-�?_�t � 1-- 1 ...>, z , , , E . . ml. f ALL WIRE TO BE INSTALLED AS PER LOCAL{- c a BRICK SUPPORS 4 CORNERS z x,.,[11.�, . ;i:::L ;!° ;1 y. ; °- C.�! t.. • .►--t i l w aa @ lk' :: , iok ...:' ... ,. 491:941,1,1400:0154=iii''1.:;":00..,'F',° r:::: =.:r , E . -z ELECTRICAL CODE.VERIFY LOCATION PRIOR TO,,4 DRAINAGE BACKFILL .( s:.:.: ....:._. :::. : (��"'- Ii>E..:f,l.::.......I:.i:E.N�>.i.l � 'Y:111,l,, £3.'" � •£_,::I I III ` I . I r I I I I T — INSTALLATION. CONTROLLER PER E>.ir>l ;311:"".. ,,,p,,_,;�It,lar: !> L. 1.1::;`,oiritc- V SCH.80 NIPPLE,TYP. f��..,'`pp'[[`� � .Y:E^:: :-I;; MANUFACTURER'S INSTRUCTIONS. 2 '.:. ,: � .,.,. �...w. A.�.3"....:�Ei.:._•( ...E�'::'..��k._..'� Z. �IF.:a• 7.°'.,..',.:3 ...E ......� �.E d" k t { `"( �".y k r..-k > ,�'�. .e , . a-k PVC FITTING :,...... ..,, . x.....:f:... _:::.:g: _: E.;�. .E. - :�I ..-kr: 'x}s:::,,,.€iE...:..<E ,....>fE':..,:43.....;a _� ark.._..>ai... 'i':�'�>� :.:�fl .. 0 (f) TRACER WIRE MAINLINE Sit SHEET AUTOMATIC CONTROL VALVE 0 WALL—MOUNTED CONTROLLER ._ � Scale 3/4" = 1 -0 SCALE: 112"=1'-0 P3 15100 Prelim_ DWG:Irrigation Det. DATE: SEPT. 2009 DATE PLOTTED' Jan 28,2010-4:45pm MS DRAWING FILE: W.•I 151OOILANDSGAPEIDWGISHEETSIL3 Irrigation Details.dwg s®• 1IfI 4. S V m C GENERA L PLA NTIN PLANTING NO TES 811 o SOIL PREPARATION 1.6 FINE GRADING 1.0 TOPSOIL A. FINISH GRADE AFTER FULL SETTLEMENT INCLUDING MULCH,SHALL BE 1 INCH BELOW TOPS OF CURBS,WALKS,OR EXISTING GRADES IN SHRUB A. TOPSOIL: ASTM D 5268;NATURAL OR CULTIVATED SURFACE-SOIL LAYER CONTAINING ORGANIC MATTER AND SAND,SILT,AND CLAY PARTICLES, AREAS AND 3/4 INCH LOWER IN LAWN AREAS. Know what's below. CONFORMING TO USDA CLASSIFICATION FOR LOAM OR SANDY LOAM;FRIABLE,PERVIOUS,AND BLACK OR A DARKER SHADE OF BROWN,GRAY,OR B. SLOPE ALL AREAS TO PREVENT PUDDLING AND DRAIN SURFACE WATER TOWARD CATCH BASINS,DRAINS,CURBS,OR OFF-SITE AS SHOWN ON �� before you dig. RED THAN UNDERLYING SUBSOIL;A MINIMUM OF 6 PERCENT ORGANIC MATERIAL CONTENT;PH RANGE BETWEEN 6 AND 8;REASONABLY FREE OF DRAWINGS. 0 BOIL CLAY LUMPS,GRAVEL ROCKS AND OTHER OBJECTS MORE THAN 1 INCHES IN ANY DIMENSION;AND FREE OF WEEDS, ROOTS,AND OTHER t ` SUBSOIL C , DIMENSION; � C. SOIL IN ALL AREAS SHALL BE THOROUGHLY SETTLED,WITH A SMOOTH SURFACE FREE OF HUMPS AND HOLLOWS,AND SHALL BE FIRM ENOUGH TO � %$ pi ,EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. RESIST UNDESIRABLE IMPRESSIONS WHEN STEPPED UPON. 0)GIS 1. IF REGENERATIVE NOXIOUS WEEDS(INCLUDING,BUT NOT LIMITED TO,QUACK GRASS,NUTSEDGE GRASS,AND HORSETAIL)ARE PRESENT IN THE / INillt 65 0 L ALL RESULTANT GROWTH IN D G ROOTS SHALL BE REMOVED THROUGHOUT ONE-YEAR PERIOD AFTER ACCEPTANCE OF WORK AT NO 1.7 QUALITY ASSURANCE 4 0 s /girl" a a o S # , R N CLU IN �r � ,,,�1 ADDITIONAL COST TO OWNER. 46. � en k B. TOPSOIL SOURCE: REUSE SURFACE SOIL STOCKPILED ON-SITE. VERIFY SUITABILITY OF STOCKPILED SURFACE SOIL TO PRODUCE TOPSOIL. CLEAN r BACKFILL OREGON SURFACE SOIL OF ROOTS,PLANTS,SOD,STONES,CLAY LUMPS,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. ENSURE NO /1,, ♦ 4 BARK MULCH o1/Si/No A CONTAMINATION OF THE SOILS OCCURS DURING EARTHWORK AND GRADING,AND THAT THE SOIL REMAINS FRIABLE AND FREE OF DEBRIS. a �,► �''� 1. IMPORT TOPSOIL: SUPPLEMENT ON-SITE TOPSOIL WITH IMPORTED OR MANUFACTURED TOPSOIL FROM OFF-SITE SOURCES WHEN QUANTITIES GRADE 4PE isX?'' ARE INSUFFICIENT. OBTAIN TOPSOIL DISPLACED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MINING SITES WHERE TOPSOIL OCCURS ` AT LEAST 4 INCHES DEEP;DO NOT OBTAIN FROM AGRICULTURAL LAND, BOGS OR MARSHES. =.;,Xs/, .r Y ,, y':'/ . ;''� fr.. 1.1 ORGANIC SOIL AMENDMENTS ---- 1' A. COMPOST: WELL-DECOMPOSED,COMMERCIALLY MANUFACTURED,STABLE,AND WEED-FREE ORGANIC MATTER,PH RANGE OF 5.5 TO 7.0;100 i-== . . I / .ith-.1Ii ._ .. PERCENT PASSING THROUGH 1 Y-INCH SIEVE;SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M;NOT EXCEEDING 0.5 PERCENT INERT .> / _ . �- CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS;AND SHALL CONFORM AS FOLLOWS: ., 11=111E1 WE ( /4`�;' ' `""' v) 1. TESTED,AT MINIMUM EVERY SIX MONTHS FOR NOXIOUS WEEDS. ;;;),.'.°\-/,', Ital- 0 2. ORGANIC MATTER SOURCE(FEEDSTOCK): AGRICULTURAL,FOOD,OR INDUSTRIAL RESIDUALS;BIOSOLIDS;YARD TRIMMINGS;OR 1=1 �. 7411 z SOURCE-SEPARATED OR COMPOSTABLE MIXED SOLID WASTE. .I T 1 11=111 : 11=111 I I- tr 3. ORGANIC MATTER CONTENT: 60 TO 80 PERCENT OF DRY WEIGHT AS DETERMINED BY ASH METHOD. TREE PROTECTION ' ' ' ' ' Y ' ' ` ,-11,.. 4. MOISTURE CONTENT: 35 TO 55 PERCENT BY WEIGHT 2x DIAMETER 5. FREE OF REFUSE(LESS THAN 1 PERCENT BY DRY WEIGHT),PLASTICS,CONTAMINANTS OR ANY MATERIAL TOXIC TO PLANT GROWTH. 1.7 QUALITY ASSURANCE OF ROOT BALL 6. PROCESSED TO MEET U.S.COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE PROGRAM,OR EQUIVALENT. A. TREE SERVICE QUALIFICATIONS: AN EXPERIENCED TREE SERVICE FIRM THAT HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TRIMMING 1.2 FERTILIZER WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT AND THAT WILL ASSIGN AN EXPERIENCED,QUALIFIED ARBORIST TO PROJECT SITE ON A A. FERTILIZER COMPOSITION AND RATE TO BE DETERMINED BASED UPON SOIL ANALYSIS. FOR BIDDING PURPOSES,ASSUME: 10 NITROGEN(N), 10 FULL-TIME BASIS DURING EXECUTION OF THE WORK. PHOSPHORUS P), 10 POTASSIUM(K),5 SULFUR S)APPLIED AT A RATE OF 10 POUNDS PER 1000 SQUARE FEET IN ALL PLANTING BEDS AND SEEDED B. ARBORIST QUALIFICATIONS: AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE OR LICENSED IN THE JURISDICTION Li AREAS. WHERE PROJECT IS LOCATED. SHRUB/GROUNDCOVER PLANTING 0 B. MATERIAL TEST REPORTS: '� TY AND AGRICULTURAL AND RECOMMENDATIONS REPORTS FOR THE FOLLOWING: C. TREE PRUNING STANDARDS: COMPLY WITH ANSI A300,'TREES,SHRUBS,AND OTHER WOODY PLANT MAINTENANCE,STANDARD PRACTICES"UNLESS I Seale 3/4" = 1'-0 1. SOIL FERTILITY GU TURAL SUITABILITY ANALYSES AN R C IONS R P F a. EXISTING ON-SITE TOPSOIL: FROM THREE TYPICAL LOCATIONS AS SELECTED BY OWNER'S REPRESENTATIVE,MINIMUM 30 DAYS PRIOR TO MORE STRINGENT REQUIREMENTS ARE DICTATED BY THE ARBORIST OR GOVERNING AGENCIES. z BEGINNING SOIL PREPARATION WORK. D. BEFORE STARTING TREE PROTECTION AND TRIMMING,MEET WITH REPRESENTATIVES OF AUTHORITIES HAVING JURISDICTION,OWNER,OWNER'S b. IMPORTED TOPSOIL: MINIMUM 30 DAYS PRIOR TO BEGINNING SOIL PREPARATION WORK, REPRESENTATIVE,CONSULTANTS,AND OTHER CONCERNED ENTITIES. REVIEW TREE PROTECTION AND TRIMMING PROCEDURES AND 4 j , to -- „ , t E 2. SOIL COMPACTION TEST: PROVIDE RESULTS OF SOIL COMPACTION TESTS MINIMUM OF 7 DAYS PRIOR TO PLANTING AND SEEDING. RESPONSIBILITIES. NOTIFY PARTICIPANTS AT LEAST THREE WORKING DAYS BEFORE CONVENING CONFERENCE. RECORD DISCUSSIONS AND �, NOTE:USE TWO WOODEN STAKES PER TREE, oc� m izt 0 3. AMENDED SOILS: TEST SAMPLES FROM 3 TYPICAL LOCATIONS AS SELECTED BY OWNER'S REPRESENTATIVE,MINIMUM 10 DAYS AFTER SOIL AGREEMENTS AND FURNISH A COPY TO EACH PARTICIPANT. ` .' r`�` :. ` ` 't'�, EQUALLY SPACED, REMOVE ALL SUPPORTS ° r", a'�► v ' ��`� ,' `�` WITH IN 1 YEAR FROM PLANTING. �. Q.t°N ' PREPARATION WORK HAS BEEN COMPLETED,AND PRIOR TO PLANTING. 1.8 PREPARATION y 1,�. I +� o M o C. DELIVERY SLIPS: PROVIDE DELIVERY SLIPS AS PROOF OF SHIPMENT OF SPECIFIED MATERIALS. •,r`�: `` c J'W oc�.° `° y- D. S01L FERT#CITY AND AGRICULTURAL SUITAB#CITY-TESTING LABORATORY QUALIFICATIONS: AN INDEPENDENT LABORATORY,RECOGNIZED BY THE TEMPORARY FENCING, INSTALL TEMPORARY FENCING LOCATED AS INDICATED OR OUTSIDE THE DRIP LINE OF TREES TO PROTECT REMAINING .r M ,r y � _ ,,, w -6.2 o. VEGETATION FROM CONSTRUCTION DAMAGE. �, y j 5> w w U STATE DEPARTMENT OF AGRICULTURE,WITH THE EXPERIENCE AND CAPABILITY TO CONDUCT THE TESTING INDICATED AND THAT SPECIALIZES IN b � "'o > z'`=`= E TYPES OF TESTS TO BE PERFORMED. 1, INSTALL TREE PROTECTION FENCING ACCORDING TO ARBORIST RECOMMENDATIONS. _ ;,,ti, , w o o 1,,.. 5,. } 1. ACCEPTABLE SOIL TESTING LABORATORIES ARE: B. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MATERIALS CAUSED BY RUNOFF OR SPILLAGE WHILE MIXING,PLACING,OR STORING " lY N <V o a. SOIL AND PLANT LABORATORY,INC.,(503)557-4959. CONSTRUCTION MATERIALS. PROTECT ROOT SYSTEMS FROM FLOODING,ERODING,OR EXCESSIVE WETTING CAUSED BY DEWATERING OPERATIONS. en >a . b. A&L WESTERN AGRICULTURAL LABORATORIES,(503)968-9225. C. PROTECT ALL EXISTING PLANT MATERIAL TO REMAIN AGAINST UNNECESSARY CUTTING,BREAKING,OR SKINNING OF ROOTS AND BRANCHES, c. WESTERN LABORATORIES,INC,(800)658-3858. SKINNING AND BRUISING OF BARK. O c SOIL DEPRESSION E. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: FURNISH SOIL ANALYSES BY A QUALIFIED SOIL-TESTING LABORATORY STATING: D. DO NOT STORE CONSTRUCTION MATERIALS,DEBRIS,OR EXCAVATED MATERIAL WITHIN THE DRIP LINE OF REMAINING TREES. DO NOT PERMIT ' 1 SOIL COMPOSITION: USDA PARTICLE SIZE ANALYSIS INDICATING PERCENTAGES OF SAND,SILT AND CLAY,AND PERCENT ORGANIC MATTER BARK MULCH o 2. MACRO AND MICRO NUTRIENT FERTILITY TESTS AS DETERMINED BY PH,SALINITY,NITRATE NITROGEN,AMMONIUM NITROGEN,PHOSPHATE VEHICLES OR FOOT TRAFFIC WITHIN THE DRIP LINE;PREVENT SOIL COMPACTION OVER ROOT SYSTEMS. FINISH GRADE PHOSPHOROUS POTASSIUM,CALCIUM,MAGNESIUM,SOLUBLE COPPER,ZINC,MANGANESE,IRON,SATURATION EXTRACT BORON AND SODIUM E. DO NOT ALLOW FIRES UNDER OR ADJACENT TO REMAINING TREES OR OTHER PLANTS. &I F. DO NOT SPRAY ANY HERBICIDE OR TOXIC SUBSTANCE WITHIN DRIP LINE OF ALL EXISTING PLANT MATERIAL WITHOUT APPROVAL OF OWNER'S ;`�, ' �, czti t ANALYSES. BACKFILL 3, RECOMMENDATIONS BY THE SOIL TESTING LAB FOR FERTILIZER AND SOIL AMENDMENTS IN POUNDS PER 1,€00 SQUARE FOOT OR TONS PER REPRESENTATIVE. q ,�' 1E11 - �''. ! ,, , ROOT BALL ACRE,AS NECESSARY TO CORRECT SOIL DEFICIENCIES. G. WATER TREES AND OTHER VEGETATION WHICH ARE TO REMAIN AS NECESSARY TO MAINTAIN THEIR HEALTH DURING THE COURSE OF THE WORK. c _I I r �./°° ,,,� ',/./ �`� ( _ g F. REQUEST INSPECTION AND ALLOW OBSERVATION B Y OWNER'S REPRESENTATIVE OF PREPARED SOILS BEFORE PLANTING. RATE OF FREQUENCY OF APPLICATION TO BE DETERMINED JOINTLY BY ARBORIST AND OWNER'S REPRESENTATIVE. �'` =1 I I� `. \�. < III 1.3 MISCELLANEOUS PRODUCTS 11=111\//� /, . .e . „ 1.9 EXCAVATION AROUND TREES `� z S o . B. POST-EMERGENT HERBICIDE: ROUND-UP BY MONSANTO OR EQUAL. 41 la: / 1 1 0 i : A. DO NOT EXCAVATE WITHIN DRIP LINE OF TREES,OR TREE PROTECTION FENCING UNLESS APPROVED IN WRITING BY THE PROJECT ARBORIST,UNLESS , ' '�, ; C. PRE-EMERGENT HERBICIDE: RONSTAR-G BY BAYER, SURFLAN, BY DOWELANCO OR EQUAL. PRODUCTS CONTAINING EITHER PENDIMETHALIN OR --�I-� � ,�,�,�.o.� .�. .... ;,�'�,�,' ,��, . i� u� �r OTHERWISE INDICATED, I .11 ----- a , ,,. 11 V DCPA ARE PROHIBITED. � - t � # � �-� � ICI � 1 .. .� 1.4 PREPARATION B. INSTALL SHORING OR OTHER PROTECTIVE SUPPORT SYSTEMS TO MINIMIZE SLOPING OR BENCHING OF EXCAVATIONS, IF REQUIRED. -: --- - , I , 5 fit j 111.:.1 :,111 111 II- I A. PROTECT STRUCTURES,UTILITIES,SIDEWALKS,PAVEMENTS,AND OTHER FACILITIES,AND EXISTING LAWNS AND EXTERIOR PLANTS FROM DAMAGE C. WHERE TRENCHING IS REQUIRED WITHIN DRIP LINES OR TREE PROTECTION FENCING,TUNNEL UNDER OR AROUND ROOTS BY HAND DIGGING OR '1=- =1 1 I X111=11- CAUSED BY SOIL PREPARATION OPERATIONS. BORING UNDER THE SUPERVISION OF THE PROJECT ARBORIST. DO NOT CUT MAIN LATERAL ROOTS OR TAP ROOTS;CUT SMALLER ROOTS THAT ` U z ( �• B. PREPARE SOILS AT A TIME WHEN MOISTURE CONDITIONS AREA LESS THAN FIELD CAPACITY. INTERFERE WITH INSTALLATION 2F DIAMETER V §- z INT RFERE I TALLATION OF NEW WORK. IF ROOTBALL � � ill ti � C. REMOVE STONES OVER 1-INCH DIAMETER,STICKS,ROOTS,MORTAR,CONCRETE, RUBBISH,DEBRIS,AND ALL MATERIALS HARMFUL TO PLANT LIFE, D. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES OR TREE PROTECTION FENCING,HAND EXCAVATE TO AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. DECIDUOUS TREE PLANTING 2 t )- MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS UNDER THE SUPERVISION OF THE „ =- 1 -0 IN z I- D. REMOVE OR SPRAY AS REQUIRED TO ERADICATE NOXIOUS WEED GROWTH AND ROOTS. Scale 1/2 PROJECT ARBORIST. �,�r", , 1. ACHIEVE COMPLETE REMOVAL OR KILL OF ALL WEEDS WITHIN ALL AREAS RECEIVING NEW PLANTINGS AND LAWN AREAS. E. WHERE UTILITY TRENCHES ARE REQUIRED WITHIN DRIP LINE OF TREES OR TREE PROTECTION FENCING,TUNNEL UNDER OR AROUND ROOTS BY \ �..,� ,!'` � a 2. IN PLANTING BEDS,KILL ACHIEVED BY WORKING SOIL IS PERMISSIBLE FOR ANNUAL NON-NOXIOUS BROAD-LEAF TYPE WEEDS. F S R 3. APPLY POST-EMERGENT HERBICIDE OVER ALL AREAS OF WEED OR GRASS GROWTH WITHIN LANDSCAPED AREA TO ERADICATE WEED GROWTH DRILLING,AUGER BORING,PIPE JACKING,OR DIGGING BY HAND UNDER THE SUPERVISION OF THE PROJECT ARBORIST. .� rj E 0 4 AND ROOTS, APPLY IN TWO APPLICATIONS AT MANUFACTURER'S MAXIMUM RECOMMENDED RATE,AS FOLLOWS: 1. ROOT PRUNING: DO NOT CUT MAIN LATERAL ROOTS OR TAPROOTS;CUT ONLY SMALLER ROOTS THAT INTERFERE WITH INSTALLATION OF fia ,�, 0 0 a. FIRST APPLICATION: APPLY 7 DAYS PRIOR TO PERFORMING SOIL PREPARATION. UTILITIES. CUT ROOTS WITH SHARP PRUNING INSTRUMENTS;DO NOT BREAK OR CHOP. $91* ;A\ ,r Q Auk b. SECOND APPLICATION(TO KILL NEW VEGETATION): APPLY AFTER SOIL PREPARATION HAS BEEN COMPLETED AND MINIMUM OF 48 HOURS 1.10 GRADING AND FILLING AROUND TREES Q `" \ ': ~ t PRIOR TO PLANTING. ;'' ) �� , A. MAINTAIN EXISTING GRADE WITHIN DRIP LINE AND WITHIN TREE PROTECTION AREAS OF TREES UNLESS OTHERWISE INDICATED. INSTALL ` ,t C. OBSERVE MANUFACTURER'S RECOMMENDED PERIOD PRIOR TO WORKING IN TREATED AREAS. PROTECTION MEASURES AS SHOWN ON THE DRAWINGS. $. '`'`= 4. APPLY CONTACT HERBICIDE DIRECTLY ONTO FOLIAGE OF NUTSEDGES. IN AREAS OF ESTABLISHED TURF GRASSES INFESTED WITH NUTSEDGE, 0 Ro APPLY HERBICIDE BY WICKING. DO NOT SPRAY. B. GRADE LOWERING: WHERE NEW FINISH GRADE IS INDICATED BELOW EXISTING GRADE AROUND TREES,SLOPE GRADE AWAY FROM TREES AS ID < co Cn E. LOCATE AND SECURELY MARK OR FLAG IRRIGATION SPRINKLER HEADS,AREA DRAINS,CATCH BASINS,CLEAN OUTS,MANHOLES,VALVE BOXES,AND RECOMMENDED BY QUALIFIED ARBORIST,UNLESS OTHERWISE INDICATED. (-; OTHER SITE IMPROVEMENTS NOT EXTENDING ABOVE FINISH GRADE, 1. ROOT PRUNING: PRUNE TREE ROOTS EXPOSED DURING GRADE LOWERING. DO NOT CUT MAIN LATERAL ROOTS OR TAPROOTS;CUT ONLY ° E:( 1.5 SOIL PREPARATION FOR PLANTING AREAS SMALLER ROOTS LESS THAN 2"IN DIAMETER. CUT ROOTS WITH SHARP PRUNING INSTRUMENTS;DO NOT BREAK OR CHOP. 0 faillW A. THIS ARTICLE PERTAINS TO THOSE SHRUB BED AREAS INDICATED AS SHRUB AND GROUNDCOVER PLANTING AREAS"ON THE DRAWINGS WHERE FILL: WHERE FILL WITH TOPSOIL. PLACE TOPSOIL IN A SINGLE `r sl‘ D. MINOR F L WH EXISTING GRADE IS 4 INCHES OR LESS BELOW ELEVATION OF FINISH GRADE,FI L H TOP S G CD MASS PLANTINGS OF TREES,SHRUBS AND GROUND COVER PLANTS ARE SCHEDULED. UNCOMPACTED LAYER AND HAND GRADE TO REQUIRED FINISH ELEVATIONS. TRIANGULAR SPACE, I B. PREPARE SUBGRADES BY EXCAVATING AND REMOVING SOIL,ROCK AND OTHER CONSTRUCTION MATERIAL TO 24 INCHES BELOW FINISH GRADE. cl 0 1.11 TREE REPAIR AND REPLACEMENT z AT SPECIFIED O.C. 1 ca v ca CROSS-RIP SUBGRADES TO DEPTH OF 6 INCHES PRIOR TO PLACING TOPSOIL.WHERE OAKS ARE TO BE PLANTED,EXCAVATE BED TO A DEPTH PF 30". A. PROMPTLY REPAIR TREES DAMAGED BY CONSTRUCTION OPERATIONS WITHIN 24 HOURS. TREAT DAMAGED TRUNKS,LIMBS,AND ROOTS ACCORDING DISTANCE �- C. PLACE 6 INCHES TOPSOIL AND COMPOST AS RECOMMENDED IN AGRICULTURAL SOIL SUITABILITY REPORT PER 1,000 SQUARE FEET AND ROTOTILL i i 8-3 2- 0 C1�THOROUGHLY TO A DEPTH OF 8 INCHES. PLACE REMAINDER OF TOPSOIL AND COMPOST AS RECOMMENDED IN AGRICULTURAL SOIL SUITABILITY TO WRITTEN INSTRUCTIONS OF THE QUALIFIED ARBORIST.ENGAGE A QUALIFIED TREE SURGEON TO ADVISE CONTRACTOR ON APPROPRIATE PLANT CENTER W REPORT PER 1,000 SQUARE FEET AND ROTOTILL THOROUGHLY TO A DEPTH OF 8 INCHES,ALLOWING FOR COMPACTION AND NATURAL SETTLEMENT. PROTECTION MEASURES AND TO PERFORM TREE REPAIR WORK IF REQUIRED. MAKE REPAIRS PROMPTLY AFTER DAMAGE OCCURS AT NO o I- 1. IT IS THE CONTRACTOR'S OPTION TO SET UP A FACILITY ON-SITE FOR THE PREPARATION AND AMENDMENT OF TOPSOILS, INSTEAD OF ADDITIONAL COST TO THE OWNER. NOTE:SEE PLANT LEGEND FOR EACH PLANTS „ 0 PREPARING AND AMENDING THE TOPSOILS IN PLACE AS INDICATED IN THE PARAGRAPH ABOVE. B. REMOVE AND REPLACE DEAD AND DAMAGED TREES THAT THE QUALIFIED ARBORIST DETERMINES TO BE INCAPABLE OF RESTORING TO A NORMAL `� APPROPRIATE O.C.SPACING. I1 .• c� 2. SET UP FACILITY IN LOCATION AS DIRECTED BY OWNER'S REPRESENTATIVE. GROWTH PATTERN. CL 0 C r\ 3. BROADCAST FERTILIZER AND SOIL AMMENDMENTS AS RECOMMENDED IN AGRICULTURAL SOIL SUITABILITY REPORT. 1. PROVIDE NEW TREES OF THE SAME SIZE AND SPECIES AS THOSE BEING REPLACED. r ± D. WATER LIGHTLY AND ALLOW PLANTING MIX TO SETTLE. ADD ADDITIONAL MATERIAL AT MIXTURE INDICATED IN PARAGRAPH ABOVE TO BRING SOIL . F.- LEVEL TO GRADES SHOWN ON THE DRAWINGS WITH ALLOWANCE AT PAVEMENT EDGES FOR MULCH PLACEMENT. PROVIDE COMPACTION TO 85 z PERCENT RELATIVE DENSITY.' �, p 0 V) E. MEET LINES,GRADES AND ELEVATIONS SHOWN,AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. FINE GRADE SHRUB AND GROUND COVER AREAS 1/2 OF THE V) a. TO SMOOTH EVEN SURFACE WITH LOOSE,UNIFORMLY FINE TEXTURE. RAKE AND DRAG SHRUB AND GROUND COVER AREAS TO REMOVE RIDGES AND O.C.SPACING FILL DEPRESSIONS TO OBTAIN FIRMNESS AND FINISH GRADES PREPARATORY TO RECEIVING PLANTING. SHEET F. REMOVE STONES OVER 1/2-INCH IN ANY DIMENSION AND STICKS,ROOTS,RUBBISH AND OTHER EXTRANEOUS MATTER. Q GROUNDCOVER SPACING 3 Scale 314" = '1'-0 P 4 15100 Prelim_ DWGflanting Notes DATE: SEPT. 009 S®N!1C S®NIC . ..,._....._. DATE PLOTTED: Jan 28,2010-4.50pm MSS DRAWING FILE: CSI.1151OOMLAWOSGAPEIOWGISHEETSIL4 Planting Details and Notes dwg