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HomeMy WebLinkAboutRusch Park Trail DevelopmentREV DATE ISSUED FOR RUSCH PARK TRAIL DEVELOPMENT PROJECT '7►ii,(� 7 CITY OF OSHKOSH PARKS DEPARTMENT 757 W. 3RD AVE. OSHKOSH, WI 54902 PHONE: 920-236-5080 PROJECT MANAGER LANDSCAPE ARCHITECT / ENGINEER (LA/E) RETTLER CORPORATION 3317 BUSINESS PARK DRIVE STEVENS POINT, WISCONSIN 54482 PHONE: 715-341-2633 FAX:715-341-0431 CONSULTANTS STRUCTURAL ENGINEER: ERA STRUCTURAL ENGINEERING. 2550 UNIVERSITY AVE. W. SUITE 423-S ST. PAUL, MN 55114 PHONE: 651-251-7570 CITY OF OSHKOSH Q=$ r PROJECT LOCATIONS RUSCH PARK WEST 20TH AVE OSHKOSH, WISCONSIN 54904 CIVIUSTRUCTURAL PLAN SHEET INDEX U TS TITLE SHEET -i O C100 EXISTING SITE PLAN F- d w C200 SITE LAYOUT PLAN - 10+00 - 20+50 C201 SITE LAYOUT PLAN - 20+50 - 30+00 I- m C300 CROSS SECTIONS 10+00 - 15+50 Q z n C301 CROSS SECTIONS 16+00 - 21+50 C302 CROSS SECTIONS 22+00 - 29+50 U EL C400 SITE CONSTRUCTION DETAILS cn 0 -1 S1 STRUCTURAL NOTES/MAP/3D ui S2 STRUCTURAL PLANS/DETAILS w 0 RETTLER PROJECT #22.028 LOCATION MAP - NOT TO SCALE \5C' ... RYAN N. BARZ 9 E-37634W AMHERS • J// T Z1ttwl , 8/31 /23 Y Q 2 Lo U z 0 w co QO U) E- U) N _ � S U1 U1 O LL O O = U) O Le TS REV DATE ISSVEDFON 09'092J BID LEGEND * LIGHT POLE BUPoEDGAS 0 PO'NER POLE 'v 6LRilED TELEPMOM1E WATE (MAIN TELEPHONE PEDESTAL �O FIBER OPTICS ❑ ELECTRJCALPA% EDGE OF EITUMNDUS O TELEPHONE MAlANOLE CFLAGPOLE O /� / / "-_ - © SAWARY W&ME TREE / a / ® WATER MANHOLE %NE TREE _ STOWA MANHOLE ® BUSWSKiIA UTILITY KAN D E ® ELECTRIC METER J\ ® CATCHSASIN ® GAs METER CATCH BASIN ® GAS VALVE DRAWN: RPETZKE 0 CATCHBASIN/' CONTOUEVAn ME CHECKER R.BARZ ® WA NAILF U '+ SFOTELEVATNT � HfCPANT I SIGN OCCUMENT NO. 22A2B / I A� • kAG NAIL FOUND M CONTROL POINT O 3.IROONBARFUND '❑ ELECTRICOUBET$ • 1'IRON %PE FOUND W'oOOCHIPS p 11111RONEARFOUND Q PLAY EQUIPMENT E - ''/ O COMPUTED PROPERTY CORNER ® VERTICAL PIPE C • \ /' _ COUNTY MONUMENT FOUND — BENCH 8 ' 7 n f— •T _ - '•,p, s \ -0 ® RALROAO $PIKE FOUND ___ X�e CHISEIED%WVlD CONCRETE FOZj YEN!%PE W BA•�-� oN 5— �K' FErICE {J SKE1 1, HOOP (6 SANITARY SEVERmj i/ / % ` �: `' ' , ' < STORM SEVlER ■ IRRIGATION BOK POWER OVERHEAD WETLAND g BURIED ELECTRIC � 8 UNDERGROUND UTILITIES o THESE REC SOF INF D TION COEEN IFILED AREDINSHED ul THE BA51T E WFORIOR COMPILED T FL NOT BED \ \ / // I ✓ ���\q� �"" � BY OTHERS. THE SURVEYOR M9ARC}BTECTri1LL F10T BE ME ( `•\ / �2 \I RESPONSIBLE MEN FORANI'ERRORS OR OMSSIOlS WFBCH HOVE BEEN \ INCORPORATED INTO THIS DOCUMENTAS A RESULT. SORE UTILITIES HAVE BEEN LOCATED BY MAPS PROVIDED BY .. OTHER�OCATI /1 \•, I / - \ FIELD SA�BTAR AND TORM SEYiER PIP£$QES AND e / J'' :�Jt ti•,I P ' �I ` JJ—,< I / r THEIRD UNDERGROUND UTILITIES SFDWN ON THIS MAP ARE BASED WPARTON MAIq T24VLYGGERS FDTilNE.(TICKET S20164700555,,20164T014T3, I y' ,! YMiT330T242,64207733072M) DESCRIPTION PARTOF THE SOUIMY£STY AND SOURffASTY OF SECTION 29, - �` I i � � '+�/ I / �•/'-� I � e '1?• ' 1 TOYfNSFBP 18 NORTH, RANGE 16 FAST, Citt OF OBKKOSM i \ *� ' �. Yv1tMffBAGO COIINTV, Yr15CONSIN BENCH MARK ~ U z \41, w g EL£VATIOIS B4$EDON NAVD 88 LbIKp W15GE0D iLl: Q `-� \� BENCHtMRKE1 N NO '• _ —% w� A� -�\��� v ,�\ �! V / __._.._ T �.� % l..-. SOUTHER TBURV BOLTON HVDRAM LOCATED EAST 1LL� ty OFUGHTPOLEATENOOFYIESTTOEASTORIENTED r NW� PAVEDELEVATION WALKING PATH. NY ern ELEVATION: ]933T < Z v/ I // 'P /r^� 'T 544 �- SaN- -g -54i Sl 5.W �( I• I�d J I } lV—) I..L �. cn w u� / SURVEY CONTROL POINTS W COORDINATE SYSTEM BASED ON NAO63(2007J MTH WINNEBAGO COUNTY COORDINATES USING WTSCORS CP310-CP HAG: CPn4-FOUNOIY'IR0N8IR / / I N 45]936.113 N 467252.971 E: 7T4901.146 E:7R 1.175 Z: 782.063 L 794.467 CP,11-CPMAG: CP.5- FOUND tY.' IRON BAR N 4 R T.567 N 466FA9.092 E: TT4B7S L. TT26 Z: 765.445 755.073.073 I / CP,12-CPSPIKE: N46TSBT.676 E: 774917.159 Z' 769.7W CPi13.CPsPIKE: N 46T411.770 E: 774T55.W0 Z: MAQ ACCESS TO BE CONSTRUCTED AND MAMANNE / / ' / / _ CP914 ` < / BY CONTRACTOR INCLUDING EROSION CONTROL. % a N46EG67.71s 5PIKE .7 CASTLE ROCK LAND CO LLC WILL REIAOVE /7 EZ: 792794 . 7.79027 Q ACCESS DRIVE AFTER TRAIL CONSTRUCTION /%. `-' - - I It It S i t '\ �W(n /T ^✓ z cn I— >U_> N U _ O cn cc) 0 OY Po �- ROFILE CURB CUT FOR TEMPORARY ACCESS ACROSS FROM YMCA ENTRANCE III Trora ew.,wlns rHE Exans romnavrt o-laem ro rIeE N *%iusa a iroe+roi^r�oor vooe'uu rs ns oir 0' 6G IF 240' �carrou e<� TT�ETr�t�n��a�R,K„,r�6Ea�..�rraE�ReN=�N�6E C 100 1 EAR FLOODPLAN, 79p \ \ 795 _. 15' PEDESTRIAN TRAIL EASM Et Ag IS' PEOES1Rl4N TRAIL FA$MEtJT ALTERNATED 1:STA ALL YNRK SSE&Q: 9,1 • / vmvr. w�mam m k i -- - 797 )99 1) \ I- 1\ // /✓ i / 80p \ Qj� SEWER EASEMENT 007 i/ / V SITE DEVELOPMENT DATA PARCEL ID 1333010000 PARCELAREA 42.31 ACRES 1,842,845 S.F. AREA OF DISTURBANCE D.705ACRES 30,704 S.F. PREDEVELOPMENT PROJECTAREA POST -DEVELOPMENT PROJECTAREA IMPERVIOUS SURFACEAREAS 0S.F. 10,850S.F. PERCENT IMPERVIOUS AREAS 0.00% 61.39% PERVIOUS SURFACE AREAS 30,704 S.F. 11,854 S.F. PERCENT PERVIOUS AREAS 100.00% 38.61% N O 3U 60' 90' c \ �OEUNEATED WATERWAY \ �_ _,� \ \ ✓ // / 5 OEUNFATED WEfIAN FLOODPUJI - .._. 1. CONTRACTOR SHALL CONTACT DIGGERS HOTLINE 5 WORKING DAYS PRIOR TOTHE START OF CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING PRIVATE UTILITIES PRIOR TO THE START OF DEMOL(i}ONICONSTRUCTION. 3. ALL PROPOSED DIMENSIONS ARE REFERENCED PARALLEL OR PERPENDICULAR TO THE PROPOSED FEATURESSHOWN. 4. GRADE,LINE, AND LEVEL$HALL BE REVIEWED IN THE FIELD BY THE PROJECT MANAGER.. 5. ALL CONTRACTORS SUBMITTING A BID SHALLVISIT THE SITE AND REVIEW THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTNG A BID. 6. ALL EXISTING XIS NG UTILITIES WHICH E NOT SHOWN ON ES DOCUMENTS WHICH NEED TO BE REMOVED RELOCATED AND GILL ADJUSTED SHALL BE THE n THESE THE I RLL PONSIBS SU OF THE SITE CONTRACTOR AND INCLUDED IN THE BASE BID. 7, SEED/ FERSSUBMIITDIGABIDULCH LLGENVISIT EA LANDSCTOS AREAS DISTURBENG A BID D DRINGC HE CONSTRUCTION IN ACCOINS OF RDANCE WITH B. SEED/FATIONS NDWUII,IP MULCHALLGENERAL LANDSCAPEAREAS DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH THE PROJECT MANUAL ALL SPECIFICATIONSAND WITHIN3NARKINGDAYS IN INROFFIRALGRADING. 9. THEN REMOVEDCONTROLBY THE ELEMENTS SHALL REMAIN IN PLACE Ut4TILA SUFFICIENT GROWTH OF GRASS IS ESTABLISHED IN ALL GENERAL WIDSCAPEAREAS, ACID THEN REMOVED BY THE SITE CONTRACTOR. 11. ALLWASTE AND EDIMEN DEPCISING TSCC UR64L5 AA RESULT BE FCONSERLY RUCTIONPOSED F AND WORK R STORM EVE T CARRIEDCLMEE BY RUNOFF OR WIND. f1. ALL OFF SITHAU-NOT E ALLO TS OCCURRING ASARESULT OF CONSTRUCTION WORKOR ASTORM EVENT SHALL BE CLEANED UP BY THE END OF EACH DAY. FLUSHING SHALL NOT BESARY 11ED. 13. WATER AREAS ASN HALLN NOTIFY IN ORDTHE R TOLOCALGOV ZE GOVERORNENMENT DUST LEAVINGTHE SITE. SPECT 13. THECITIES. CTOR SHALL NOTIFY THE KCAL GOVERNMENT EROSION CONTROL INSPECTOR AT LEAST DAYS PRIOR TO THE START OF SqL DISTURBING ACTIV 14. ALL VEGETATION ONASLON BE POSSIBLE. 5. INA LOGICAL SEQUENCE AS TO MINIMIZE THE AMOUNT OF BARE SqI EXPOSED AT ANY ONE TIME. M41tfTPIN EXISTING VEGETATION AS LONG AS POSSIBLE. 15. ALLSWATE (HALL LAD EN WATER ISCHAR PUMPED INA MANNETHER SITE CAUSEHALL S TREATED BY HTEMPORARYITEORRECEIVING SEDIMENT CHANNELS. OR BE FILTERED BY OTHER APPROVED MEANS. WATER SHALL NOT BE DISCHARGED IN E MANNER THAT CAUSES EROSION OF THE SITE IL TOC KPILE CHANNELS. 16. DISTURBED GROUND RIYIDEOF THE EVERYD4YCONSTRUCTION OR OTHERNCW INGMETHODS APPROVED OVEDBYTHELO LOCAL MOT ORITfS EROSION TA CONTROL MINIMUM BE TEMPORARILY STABILIZED BY SEEdNG'MULCHING OR OTHER METHODS APPROVED BY THE LOCAL GOVERNING ALTTHORRYS EROSION CONTROL INSPECTOR. 17. IN THE CASE OF LATE SEASON AND WINTER CONSTRUCTION, RESTORAnOWLANDSCAP FINAL OF THE SITE SHALL OCCUR NO LATER THAN JUNE 1ST OFTHE NEXT CONSTRINLETAUC CATCH ASIN.RATES ALLBEROL EMOVEDV ASSOONAS EMA1t1INTACT WEATHER OCCURS RS50DRAdNAGE IS NOT TIMPACOMPLETE. FABRICINSIDETHE MONTHS. LLEROSIONCOATESHAACTICE REMOVED AS $R DAMAGED DUE TO WINTER OCCURS $HALL BE LACED IN THE PRINGI IMMEDIATELY AFTER MONTHS. ALL EROSION CONTROL PRACTICES REMOVED OR DAMAGED DUE TO WINTER WEATHER SHALL BE REPLACED IN THE SPRING IMMEDATELY AFTER THE GROUND THAWS. 18. EROSKTNCONTROL DlN ES WRE5TROYERESARESULTOMI)VED TU ECION ACTIVITIES SHAILL BE LUSMCFCONSRUCTI tDBYTHE ABtLVND OF THEWORKDAY.OF DISTURBED 19. TEMPORARY EROSON CONTROL MEASURES SHALL BE REMOVEDAT THE CONCLUSION OF CONSTRUCTION AFTER STABILPAOON OF DISNRBEDSgL H45 OCCURRED. 20. INDUSTRIAL NDUST IAL FlLTERFABRIC USED ASASEDIMENT BARRIER INSTORIAGRAIN INLETS AND CATCH BASINSSHALL E GTE 403 AS MANUFACTURED BY $IN O FABRIC EXTENDING ORYONDT EGRATING TO PROVIDE A ED HAND OLD WHETO N FABRIC SHALL BEPLACEDDUNDER IS NOTATE,WTTH FOR USE INLETS AS FL FABRICEXTEN DINGBEVONTALID GRATING EXCESSIVE PROVIDEAHANDHOLD WHEN REMOVING. SILTFENCE RIPPEDL IS N'OTAPPROVEOFORUSEG.INLETS IC RLON RATSHAL EREPLCIEN IMMEDITLY.ALTERNATE FLOODING MAY OCCUR. FABRIC SMALL NOT BE RIPPEDORCUTTOPREVEtfT BUILDINGS IFFABRIC IS RIPPED TI SHALL BE REPLACED IMMEDIATELY. ALTERNATE PROTECTION SHALL BE USED IF PONdNG MAY CAUSE DAtAAGE TO AQIACEtfT BUILDItIG.S N!d'OR PROPERTIES. 21. ALL EROSIORDIUM CONTROL EANOASURESSHALLBEIMPLEMENTEDANDCONSTRUCTEDR ACCORDANCE IS REPRELOCALSENTATIVE GOVERNINGAUTHORITYTO MAKE EROSION CONTROL ORDINANCEAND THE EN O EACTECHNICALSTANDARDS.THE PROPERTY OWNER OR HISOURS. INSPECTION IS REQUIREDTOEROSION CONTROL INSPECTIONS ATTIREEND Of TH WEEK AND WHEN AUl'H RIT OF RAINFALLS WITHIN 24 HOURS. INSPECTION REPORTS SHALL BE PREPARED AND FILED AS REQUIRED AND IF DISTURBED rEDTO THELOCAL GOVERNINGBRESTORED IMMEDIATELY PROJELATELY T IN AFTER CTOR. 22. A CE COR ANCE WITH SEEDIF3DOFTESTAS WILL NOTEOFWISC N IN RESTOREDAIMMEDLIFICA IONS FOR GH HIGHRADINDTRUCTU ECONSY SEED SHALL CONSTRUCTION. IN ACCORDANCE FOR SECTION 6300E THE STATE OFOR ANY EASEMENTS SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. 23. ALL TRUCKS SHALL ED TAKE TH SHORTN THE EGHT ST ET O HENVEASEMTRUCK ROUTE. E. THE CMTONECDYOF DEPARTM NT MY 24. ALLTREQUST. TAKE THE SHORTEST ROUTE TO THE NEARESTTRUCK ROUTE. THE CITY ENGINEERING DEPARTMENT MAY APPROVE AN ALTERNATE ROUTE UPON REQUEST. ALTERNATE BID 1: ALL WORK I BASE BID STA 10+00-12+85 STA 12+85-29+75 DATE ISSUED FOR 30623 B D - �T::_ - DRAWN: R.PE— _ CHECKED: RJ3PRZ COCIR,tENT NO. 22.020 w " _ CF) \ _ n + \ r , p W my o m � I O o" a �' E n _ w � Lu mg PHALTPATH :F 3.0- BASE ACGLEGAT to - B.0' 845E AGGREGATE CENSE,1 j' C400 GR4VELPAM4 6JTAAGGREGATECREEDV❑_ /8 20EIMESTONESNIS NSE,ij' C4W SCARDWALK S7 i 52 BRIDGE St S2 EROSK)4 VAT ® 4 CLASS I TYPEA C9� SILT C400 FlT FQdCE CURET 6 C400 S—STRILM-PAD 7 C400 LIMITS OF CONSTRUCTION m®• m as m .... s m ..gym LAYOUT KEYNOTES O1 CURS TERMINUS 2 C4W Y Of rn Da.. � LO U z Jwc/5 Sao U)i­-U) 00 oho LL Y }O = F- 0 O V LO C C200 DELINEATED WATERW Y \ I EIJNEATED I yam/ 792'�J D�// `•� —792 �'- �-'\ �CELINFATED WETLAND DELINEATEDWEfiAN -D \ I n i (n " 2 i m ' 1 o 1 1 r.ti. C-2 C -• yy( . BOAROWAI.1(�-` C y '�• \ ` EDGE OF BOARDWALK TO SANITARY SEWER 794 DO -YEAR FLOODPLAIN l it WETLAND \ s \ / ' \ A—llATEOACCESSLCACATIO4 / \\ ftOPERtt LINE 0' 30' 60' 97 SITE DEVELOPMENT DATA PARCEL ID 1333010000 PARCELAREA 42.31 ACRES 1,842,845 S.F. AREA OF DISTURBANCE 0.705 ACRES 30,7D4 S.F. PREDEVELOPMENT PROJECTAREA POST -DEVELOPMENT PROJECTAREA IMPERVIOUS SURFACE AREAS 0S.F. 18,850 S.F. PERCENT IMPERVIOUS AREAS 0.00% 61.39% PERVIOUS SURFACE AREAS 30,704 S.F. 11,854 S.F. FERO ENT P ERVIOUS AR EAS 100,00% 38.61% '1 EllNEATED WE L \ t BRIDGE BRIDGE SU.25,81.00 III Sfa25W7.00 EUNEATED WATERYlAY . �S GENERAL NOTES A 1. CONTRACTOR SHALL CONTACT DIGGERS HOTLINE 5 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 1 2, CONTRACTORSHALLBERESPONSIBLEFOR LOCATINGPRIVATE UTILITIES PRIOR TOTHE START OF DEMOLMOWCONSTRUCTION. I 3. ALL PROPOSED DIMENSIONS ARE REFERENCED PARALLEL OR PERPENDICULAR TO THE PROPOSED FEATURESSHOWN. 4. GRADE, LINE, AND LEVEL SHALL BE REVIEWED IN THE FIELD BY THE PROJECT MANAGER.. % 5 ALL CONTRACTORS SUBM NGABDSHALL S AND REVIEW THE EXISTING ECONDITIONS PRIOR TO SUBMITTING A BID. TTI I VISIT THESE RE N R N ISE T 6. AL EXISTING UTILITIES SITECO T ATOR AND INCLUDED DOCUMENTS BASE WHICH NEED TO BE REP90VED.RELOCATED, MO OR ADJUSTED SHALL BE THE RESPoNSIBIIITY OFTHE SITE CONTRACTOR AND INCLUDED IN THE BASE BID. 00-YEAR FLOCOPLA1N 7, ALL BIDDERS SUBMITTING A BID SHALL VISIT THE SITE PRIOR TO SUBMITTING A SIDAND REVIEWTHE EXISTING CONDITIONS OFTHE SITE. 6, SEED lFERTILIZE t AND CRIMP MULCH ALL GENERAL LANDSCAPE AR EASDISTURBED DURING CONSTRUCTION INACCORDAI4CE WITH THE PROJECT MANUAL S PECIFICATKONS AND WITHIN 3 WORKING DAYS OF FINAL GRADING. 9. ALL EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE UNTIL A SUFFICIENT GROWTH OF GRASS IS ESTABLISHED IN ALL GENERAL LANDSCAPE AREAS, AND THEN REMOVED BY THE SITE CONTRACTOR. 10, ALLWASTEAND UNUSED BUILDING MATERIALS SHALL BE PROPERLY DISPOSED OFA14D NOTALLOWED TO BE CARRIEDOFFSITE BY RUNOFFOR WIND. 11, ALLOFF SITE SEDIMENT DEPOSITS OCCURRING ASA RESULT OF CONSTRUCTION WORK ORA STORM EVENT SHALL BE CLEANED UP BY THE END OF EACH DAY. FLUSHING SHALL NOT BE ALLOWED. 12. WATER AREAS AS NECESSARY IN ORDER TO MINIMIZE AIRBORNE DUST LEAVING THE SITE. 13. THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT EROSION CONTROL INSPECTOR AT LEAST 2 DAYS PRIOR TO THE START OF SOIL DISTURBING • % ACTIVITIES. 14. ALLACTNITIES SHALL BE CONDUCTED INA LOGICAL SEQUENCE AS TO MINIMIZE THE AMOUNT OF BARE SOIL EXPOSED AT ANYONE TME. MAINTAINEXISTING t/ VEGETATIONASLONGASPOSSIBLE. I 15. ALLSEDIMENTLADEN WATER PUMPED FROM THE SITE SHALL BETREATEO BYATEMPORARY SEDIMENT BASIN OR BE FILTERED BYOTHERAPPROVED MEANS. j WATER SHALL NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR RECEIVING CHANNELS. 16. DISTURBEDGROUND OUTSIDE OF THE EVERYDAY CONSTRUCTION AREA, INCLUDING SOIL STOCKPILES LEFT INACTIVE FOR MORETHAN IO DAYS, SHALLATA % MINIMUM BE TEMPORARILY STABILIZED BY SEEDINGMULCHING OR OTHER METHODS APPROVED BY THE LOCAL GOVERNING AUTHORITY'S EROSION CONTROL INSPECTOR. 17. IN THE CASE OF LATE SEASON ANDWINTER CONSTRUCTION, RESTORATIO4ULANCSCAPING OF THE SITE SHALL OCCUR NO LATER THAN JUNE IST OF THE NEXT \ CONSTRUCTIONSEASON. EROSIONCONTROLh9EASURESSHALLREMAININITACTUNTILFit4ALRESTORATIONOFTHESN BCOMPLETE. FABRICINSIDETHE / INLET AND CATCH BASIN GRATE SHALL BE REMOVED AS SOON AS FREEZING WEATHER OCCURS SO DRAINAGE IS NOT IMPAIRED THROUGHOUT THE WINTER �\ MONTHS. ALL EROSION CONTROL PRACTICES REMOVED OR DAMAGED DUE TO WINTER WEATHER SHALL BE REPLACED IN THE SPRING IMMEDIATELY AFTER THE GROUNDTHAWS. 18. EROSIONCOMROL DEVICES DESTROYEDAS ARE$ LTOFCONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE END OFTHE WORKDAY. 19. TEMPoRARYERCSIONCONTROLMEASURES SHALLSE REMOVED ATTHE CONCLUSION OFCONSTRUCTION AFTER STABILIZATION OF DISTURBED SOIL HAS Y' OCCURRED. 20, GEOTEXTILERIERFABRIOUSEDASASEDIMENTEARRIERINSTORM DRAININLETSANDCATCHBASINSSHALLSE GT1403ASMANUFACTUREDSYLINO INDUSTRIAL FABRICS, OR FILTERWEAVE 401, AS MANUFACTURED BY TC MIRAFi. FABRIC SHALL BE PLACED UNDER THE GRATE, WTTHA MINIMUM OF B INCHES I OF FABRIC EXTENDING BEYOND THE GRATING TO PROVIDE A HAND HOLD WHEN REMOVING. SILT FENCE MATERIAL IS NOTAPPROVED FOR USE IN INLETS AS FLOWRATES ARE INSUFFICIENT AND EXCESSIVE PONDINGFLOODING MAY OCCUR. FABRIC SHALL NOT BE RIPPED OR CUTTO PREVENT PONOING. IFFABRICIS / / \ RIPPEDITSHALL BE REPLACED IMMEDIATELY. ALTERNATE PROTECTION SHALL BE USED IF PONDING MAY CAUSE DAMAGE TOADJACENT BUILDINGSAND+OR PROPERTIES. / 21. ALLEROSKONCONTROL MEASURES SHALL R TECHNICAL STANDAND RDS. R Y OWNER OR HIMTHTHELOCAI IVEISR NG REQUIRED TO MAKE EEROSI ROSION CONTROL INSPECIONANDTHE END N O DNR EACTECHNICAL STANDARDS. THE PROPERTYOWN OWNER OR HIS REPRESENTATIVEISREQUIREDTOMAKE ERASION \ CONTROL INSPECTIONS ATTHE SUBMITTED THE LOCAL OC LARV WHEN AUTHOINCHES OF PROJECTI WITHIN 24 HOURS, INSPECTION REPORTS SHALL BE PREPARED AND FILED ASREOUIREDAND IF DISTURBED THE SWLGOVERE RE TORED ETYSIMMEDIATELY IATELY AFTER ROUGH 22. ACCORTM PLACEDANCE WITH SEEDO SW OFEDAREAEOFWISCLL N IN STANDARDMEDATELYIONS FOR HIGHWAANDTRUCTUR CONSTRUCTISEED SHALLON. NPLACED IN ACCORDANCEFOR SECTIONSWTHE RIGHT OF OR ANY EASEMENTS SHALL FOR HIGHWAYANDSTRUCTURECONSTRUCTION. 24. ALLTRUKSSHAL TAKEMED THE SHORTEST ET O HENYEASEMENTSSHOU CANPoRMT TH ENGINEERING DEPARTMENT MAY APPROVE �9s 24. ALLTREQUSHALL TAKE THE SHORTEST ROUTE TO THE NE4RESTTRINCK ROUTE. THE CITY ENGINEERING DEPARTMENT MAYAPPROVEAN ALTERNATE ROUTE � \ UPON REQUEST. / 1 100-YEAR FLOODP LAIf�,: A 0cn r M i o3 M V / 5.24,00 \ �9q /�j \ SITE LEGEND A6PHALTPATH - 3JTHiOTMAXASPHALT �1A • 8.7 BASE AGGREGATE DENSE. 1}- C400 GRAVELPATH - 2,0'LII,4ESTONESCREENNGS �1B - 8,0° MASE AGGREGATE DENSE. 1}• El C400 BOARDWALK St 52 BRIDGE � St 52 EROSIDN MAT ClASS1TYFEA ® 4 C9W BI.T FQ:CE a o 5 C400 SILT FEN.'L£OU1LEi -—PA. UMITSOFCDARTRUCTICNi ®..®.. �' 6 C400 7 C400 ®..i LAYOUT KEYNOTES Ot C_SB ERMNUS C400 GATE ISSUED FOR DRAWN: R.PETZKE CHECKED. RJ3PRZ DOCUMENT NO. 22.028 C W RE J- Oi 8 Lu a .. on Y U z U Z)Wcn Z L Q p ==U U) 0 N O O W O = 0 O U M C) 10 N Lq J_ FL O w d. 0 Z Q 1 e[m[B coBroPAT�t tr.1m08 C201 ftEV DAIS MSUED FOR 805 °i m y of m of w n 805 BB:082] BID 800 m e o N o o $ N oN n n 800 810 810 805 805 795 795 8 800 79_ 79D DRnM R.FEI -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 15+50 CHECKED: Rb Docur�'rr W. n.na 795 795 B70 810 sos aos 79 790 C 8 p �- a Wy N z -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 1 2 + 50 o - 805 805 800 800 p g C . 9 o 800 900 795 795 U^ mg - W 2 —:1 79 795'' 790E—T 790 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 ■ ■ 15+00 vq 790 -40 35 30 25 20 15 0 5 0 5 10 15 20 25 30 35 40 7so 810 810 1 2+00 805 O1 m + 805 805 805 800 800 800 800 O 795 795 795 795 LO + LO 1790 U 790 790 790 _J W O 4 p �+ -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 i5 20 25 30 35 40 1 1 + 5 0 —a0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 LL o O r 14+50 Y o 810 810 810 810 z CO Z � W O ao 805 805 805 = U U) _j U) aoo aoo 800 800 U) Wp O U 79 795 795 795 79 790 790 790 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 1 1 + 0 0 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 14+00 810 910 805 m n m N ad O1 "' 805 80 805 800 800 Y Q O 80C 800 795 795 = lfi (� U) z D W CO 795 795 Z -40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 79D 790 I Q O = = U 1 0 + 5 0 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 13+50 (n ~o LD 810 870 805 N N N ai "' °i N n of a 805 N = ` _ (n U) 805 805 800 800 O LL 0 O = 800 800 795 795 O � 795 795 -40 35 30 25 20 15 10 5 790 790 1 O O O -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 - Epro oq + 13+00 C300 0 m Mv? oIm m O d n0! om n N�' w o mn om 1.5R 1.SR — an m Oi m n m n nn m g n n 0 L15%( Oa 1.5R o � 0 0p m m m m m n n o Do 00 Ii d a — m N O m O W N � O N 0 0 i o w '- w b m o m n n w m I d i - - - - 0 5 10 15 20 25 30 35 40 ��p � °m' m o o m � N � I o n 0 N M i I d N ui 1.5R -- — —_ —_ e o n o m o 0 0 go 0o L 1.5X i_5% a0 -- -- — -- — n n O � I n N I m O m ul ri II 4:1 — 41 — — — n � o 4 0 0 � � n i I W REV DRtE ISSUED FOR m.0 3 EW 800 o m o `O w 800 795 795 805 805 DRAN11 R.PEi2KE 800 800 790 790 CHECItED: R9 DOCUNEWI d 22.028 795 795 78 785 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 21 +50 790 -40 35 790 800 M n + �^ cNi, m m �D 800 � O L J 18+50 O g 1O 795 795 F cl g L 805 805 w o O F Ug 800 800 79 790 W 795 795 785 785 . . -40 -35 -30 -25 -20 -15 -10 -5 0 21 +00 5 10 15 20 25 30 35 40 790 0 35 30 2 790 800 N N N m M H 'r M m 800 18+00 m 805 805NNE 795 795 icc 800 800 790 790 O LO N 795 795 785 785 U I J Ll.l O -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 20+50 o 790 -40 35 30 25 20 15 10 5 0 5 10 1 20 25 30 35 40 790 800 800 � O Y d z z 17+50 m 805 805 79 795 � W O _ � U O 800 800 79 790 � W O 795 795 78 -40 35 30 25 20 15 10 5 0 5 785 C) Of C) 10 15 20 25 30 35 40 20+00 790 -40 35 30 25 20 15 10 5 0 5 i 1 2 2 30 35 40 790 805 805 17+00 M 805 805 8 800 800 800 79 795 Tr Y 795 795 79 790 d _ d' LO 790 -40 35 30 25 2 40 790 785 -40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 785 U U) Z Z) W (n o Q zo 16+50 19+50 m 805 805 805 805 ==U U) i-' ( ) >N0 boo 800 800 800 > _ W 0 795 795 795 795 O 0 U 790 790 790 790 785 -40 35 30 25 20 15 10 35 40 16+00F78 oomu.°P"i«"1 v'G'swn00C1++c oo°x°o`ocuu uYicoFwa+ -40 -35 -30 -25 -20 -75 -10 -5 0 5 10 15 20 25 30 35 40 19+00 C301 fv nm e ^ m m mm °'• m O II O NN 7.5R — -- — -- -- — - -30 -25 -20 - 5 -10 -5 0 5 10 15 20 25 30 35 4 M � m r m n om m nn m M � O ON 1 1 O NN 1.5X 1.5X - - - 5 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 N N N m M N 00 I� r 0 oIn 1.5R 1.5R • m om r m r m n 0 II C a+m nn Nip - - - - - - 0 5 0 5 � � OI N N pN1 - n m� n� o uj 1 O o O ^ 0 n M — — — 0 —15 —10 —5 0 5 10 15 20 25 30 35 oom ai m . m nn^ SON 11 o 1 O o O ^r �N m - - - - - -5 0 5 0 5 20 25 30 Iri � N a N 0 0 ^ O 0 N 0 oo 0 uoi 0 n ^ 'oD. M m 0o a o 0 0 0 o n _ 0 o0 0 on �m �.a n mN nm a' n nn N � O O m O O O m pI I I O N yj Q M N N Y N � � o 1.5X — — -- _ REV WlE ISSUED FOR 09U&S] BID 800 "! +' 800 795 o 795 DPAm1: RPER CHECKED. R.BARZ 790 790 OOCUME!l�NO. UM 785 785 O 1; -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 27+50 W f. J `6 800 N m 800 O g CL 8 �� 795 795 O U oo W mg - 790 790 9 785 785 800 800 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 27+00 795 795 800 m 800 795 795 79 790 O 790 790 785 _ 2 20 15 10 5 0 5 10 15 20 25 30 35 40 785 + N 29+50 J_ w O 785 -40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 785 805 805 n O O N i' d N 25+00 800 M 800 800 800 Y Z z aw O 795 795 795 795 :� O w U) w 790 790 790 7so W U) w 0 U 785 -40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 5 40 785 785 - 0 25 20 15 10 5 0 5 10 15 20 25 30 35 40 785 24+50 29+00 800 � M 'q m o o 800 800 800 o 795 7g5 795 795 790 790 7so 790 Y Q C 785 785 785 - 2 5 10 5 0 5 10 20 25 30 35 785 = LO Z 0 w U) w Q z I -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 24+00 15 40 28+50 m o 800 N M ^ N �- m 800 800 n m m N g m o 'r 800 �F- in N 795 795 795 795 O O 0 790 790 790 790 LL O = }O 0 78J 785 785 785 F- (� -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 -40 -35 -30 -25 -!0 -15 -10 -5 0 5 10 15 20 25 30 35 40 22+00 28+00 nFuanai u"'sw"e.° �o�'w�+� e oo�x`oocwonsoenssw.w.�r mn�.n'�ea' ,ro„maur,xE P�R,�,DlF�Rvas�HaF� C302 o yj O O nn ON 1.5R 1.5X n n n m O o 0 0 ^ 4; � � 0 � t(1 m r O O mm nn O O M Y VNl' N 01 O O ap O N n NON rn I O O O N N tsz n m n a oo o ,o 00 00 o n F i 4.7 1.SX n 0 e o 0 ui 0 o 0 o$ ^ o a q -- ^ vo O O o o o w 40 -35 -30 - 5 - - - - MN O rrN O O y^j 40 -35 _3 _ _ _ _ _ bn O O � ID �' N m I O UI n � 40 -35 -30 -25 - 0 -1 - - ^^ 0 o � 0 o 0 0 40� � r ui 1,5R 1.5R REV DATE (SSUEDFOR DESIGNATED TRUCK ROUTES 09'0623 BID CL CITY OF OSHKOSH ,'IIIIy� z.o 4.a Ta FZ4.V I.EI6.1 - f I III (4:1 hd�• 4;1 / IF WATEA FLOWS FROM A TO B, CURS HEIGFR SHALL BE a IN l)d5 LOCATION. - 3.0' HOT MIX ASPHALT IF WATER FLOWS FROM B TO A, CURB HEIGHT SHALL BE 1YZ IN MS LOCATION. BASE AGGREGATE DENSE, 1 114' A. ASPHALT PATH: 10+00-11+80 > -.x A DRAWN: RPETZKE CHECKED: R.fl4R2 6AOY3� `e DOCUMENTNO. 22.0n CL -}-z.a-}6a s.o z.a f"Lq r ) 6:1 LLI 2.(Y L0.1ESTONE SCREENINGS �Y/ �,• '• • ^ ) --- -` mm i °LL o 6.a BASEAGGREGATE DENSE, 1114- '4 B •' 0 a ,� GRAVEL PATH: 11+80-22+00 {£ Q. IfB. o' g 24+00 - 25+32 So Tlm aNrr _.. '... L a Q 8 26+80 - 29+76 m Q of LENGTH CP TERA2NU5 VARIES IN pESIGNJATED IOCATIOtS.(SEE SI$Ei CP-1Ot) LENGTH 'BALL TRUCKS SH4LLTAKETIIE NEAREST iRUCT( ROUTE'.. SHORTEST RDI)TETO ThE-� -'- Yuj c 0c ROUTE LOdlFEQUE3T. FCUTE Y I EME T. MAY APPROYEMlPL1ER1WlE �LL-_+ I � _ � :F 3. CITY OF OSHKOSH TRUCK ROUTES 1. TRAIL TYPICAL SECTIONS 2. CURB TERMINUS, 6' OR T LENGTH ■ ■ ERLAPS SILT FENCE OFONGEOTE DIRECTIONOFFLOW t-T FOLD GEOTEM TILEW WEN GEOTEXM FABRIC TIL T MAX. WOVEN GEOTE(TILE FABRICREINFORCED FABRIC S PATH SUPPORT NETTING ( FABRIC REINFORCED UYLONCORDFLOW SEAM FLOW Y/ITH SUPPORT NETTING GEOTEXTRE FABRIC DIRECTIONWOOD 1 "BYAh,l'NlXM0,F OR STEEL POSTS lE2M,N. SUPPORT�TTIN`G DEPTH IN GROUND WOGD OR STEEL POSTS LE __1'-O'h91N. 0- MIN. DEPTH 1, DEPTH IN GROUND WpDDPOSTOFABRIC POST _ ,I� III cn �I J TWISTMETHOO -taMN, I I I I U I DIRECTION OFFMO'N BACKPILL 8 COMPACT TRENCH SEE NOTE Bt 1111 MIECTION OF FLOVV J Il,l W WITHEXCAVATEOSOIL GEOTEXTILE FABRIC I I( I �( O Q O GENERAL NOTES: DIRECTION OF RON (�,[j L T O DETAILS OF CONSTRUCTION NOT SHOWN ON THESE DRAWRIGS SHALL CONFORIJ TO CRITERIA BET BY AUTHORITIES HAVING JMSDICTION PND BY THE YISCONSW CONSTRUCTION SITE BEST - - a MANAGEMENT PRATIOEHANDBOM WOOD POST GEOTE%TLIEFABPoC ` t ADgTIONALROCKBAGS IJ� b MAY BE NECESSARY TO Z U Q _ BE CONSTRUCTED IN AN AND M NENESS ESHOE 6FVWE LE, THE SILT FENCE E TOO PREVENT WASHOUTS a �J,I WITH THE ENDS POINTING UP SLOPMAXIM¢ BOTH STRENGTH AND EFFECTULD I YtOOD POST SEdA•ENTCONIROL FILTER BAGS I I I. T Gc 1. EXCAVATE A TRENCH A MINIMUM OF 4'ME AND I DEEP TO ANCHOR THE GEOTEXTRLE FABRIC. FOLD MATE RNL TOFITTRENCHAND SACUUAND COMPACTTRENCHWITH EXCAVATEDSCLL I T•a MIN.-# HOOK METHOD 1 T (ROCK BAGS) EIMPTl BAGS:15x3a gRECT1oN OF FLON •1• Q. �n U O vJ GENJERAL NOTES: 1.PREPARESgL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF UME, FERTILIZER AND SEED.NOTE: 2 WOVEN GEOTEXNLE FABRIC SHALL BE REINFORCED WITH AN WWBTRW. POLYPROPYLENE At W O JOWVIGTWOLENGTHSDFSILTFENCE N NUSING CELL-0 EED DO NOT SEED PREPAREDAREA.CELL- EED MUST BE INSTALLED KITH PAPER SIM NEIiiNO WITH MNUMUM MESH SPACING OF Y• OR EQUAL A HEAVY-0 NYLON TOP CORD EOUNALENT IS INSTALLATION ��/ {y > U DOWN. 2.BEGINATTHETOPOFTHESLOPEBYANCHORINGTHEBIANU(ETINA6•DEEPRYTMM TRENCH,BACKFlLLAND SUPPORT OR REQUIRED. NOTE FILL BAG YA1H WASMEDCWK:REIE AGGREGATE, USE DIRECTION OF FLM W COMPACT THE TRENCH AFTER STAPLING, IN 3. STEEL POSTS SHALL BE STUDDED -TEE- OR•U' TYPE WITH A MINIMUM SEARING OF In LSSJLYIEAL FOOT (WITHOUTANCHOR). FWIS.-CHORS RESISTANTTO POST MOV EMENTARE CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS DRAW STRING TOINITALLY CLOSE BAG. SECURE BAG YATHACINiIIXTALYARE OR CABLE TIES. PLACE SAG �J,J Q 3. ROLL THE BLANKETS DOM THE SLOPE THE URECT10N OF THE WATER FILM. 4. THE EWES OF PARALLEL BLANKETS MIST BE STAPLED WTH APPROXIMATELY T OVERLAP. REQUIRED, WOOD POSTS SHALL BEAMINIMUhISIZE OF 4'dAMETER OR I Y-x 3Y•,EXCEPT TO AVOW JOINTS. IFA JOINT IS NECESSARY. USE ONE OF THE FIX LOW WG TWO METHODS: ROTATE, (q)OVERVP THE ENO POSTS ANDTWIST, OR ROTATE, AT LEAST 180 DEGREES, OR END POSTEACH S ON GROUND. THE NUMBER OF ROCK ERGS ACTUALLY USED WILL VPRY NiTHOPENNJG SIZE. SEDIMENT TRAP AS INDICATED ON PLANS r ''n^ WOOD POSTS FOR GEOTEXTILE FABRIC REINFORCED WITH NETTING WHICH SHALL BE A (A) HOOK THETHE LNDFENCES,OR TH VJ MINIMM SIZE OF 1 Ys' x 1 Y-x 4IF CPK OR HICKORY. 4. EROSION MAT 5. SILT FENCE 6. SILT FENCE OUTLET Sad h9N! T-a MOM. FIGURE 2. INLET PROTECTION TYPE D-M s' � INSET#i -- >Y i ^BITE EGRESS N� n � 3 FOR SCOUR PROTECTION USE OCNG, 0 EROSION UNDER Z LAP h44T UtmER UPSTREAM ROCK BAGS. O J smucoawvnlnv >� - �+ AGGREGATEI b Y O WtF.zOew�Rs �w sruue -frvcrr sn mm w me s PLANVIEw tdoTemerO T ' 'iL'+T^p R^^-� �. Lo C Z vJ e� cEorFxnLE FABRIC LINER AS NEEDED' INSET## ':� - 1 --i, � (' \W Of Of / Z ASNEEDED i } 6w c.[is., ttr�s I- I'+ 3 ralen evr�,buaa I O NOTES: BOTTOMELEVATWNOF ENOROCKBAG �(+ - gs aac R, 'Y 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETE MEETING THE MEET GRADATNNJ IS 2018 BELOW. WHERE 'TPANSPIM ATKNJ SIN SHALLBEEQUALTOORGREATERTHAN �OPF V TOP OF LOWEST MIDDLE BAG. I; e F ( �j I' lr O ON OTHE WRYd�I5C0 DEPARTMENT OFIDOT)STAIN SPECIFICATION, SECTION 31Z SELECTCRUSHED MATERIAL. SLOPEJp0..I d �a.. q�r. ilk >„ ��•`N:, 1 � nttEWrFA�[ry cF > SIEVE PERCENTPASSING(BYWEIGHTI ar exc (n 2}• S0.I00 2-' SI FRONT ELEVATION - _ to va-vrNvsm __. 3 s=auclra�ee Y O l_E. u- Y 6Edh9ENTCONRROI FILTER SAGS ,HePorr o-,N \' O j O6 2. SLOPE THE STONE TRACKING PADINAMANNERTODIRECTRUNOFFTOANAPPROVED BAGS) EMPtt SAGS: iSx30' INSTALIATON: cr..na+csm Trs 91%1L1ViE wu,_ Ilse vs rai na ccwrscecrrurev mm es xrnnur - vJ O TREATMENTP(RACTIGE. FILL BAGYILTHYdASHED CONCRETE AGGREGATE, USE 'FR°+'' °^o�rmN c'"vRcs 3. SELECT FABRIC TYPE BASED ON SOIL CONINTIONS AND VEHICLE LOADING. 4. INSTALL TRACKING PAD ACROSS FULL WIDTH OF THE ACCESS POINT, OR RESTRICT DRAW STRING TO INITIALLY CLOSE RAG. SECURE SAG NI1HADdiIONAL PARE OR CABLE TIES. PLACEBAG tFrv.s Fl"vUrorEvse vlsys.^rt.VAamsArcaew uzveevux.F rubes EX)SNlGTRAFFIC TOADEDICATEDEGRESSLANEATLEASTI2FEETWIDEACROSSTIIE ON GROUND, THE NUMBER OF ROCK BAGS ACTUALLY I =sePWssNSLL se APA Snrrga moesww ran rle re4ac m.R6 . 4sc6ce v4rH , v,ImisFumua atbu.•Runrn Wier PrmT[rnaL Hrxuse umrtc u i iRb - TOPOFTHEPAD. S. IFA Ea PAD LENGTH IS NOT POSSIBLE WE TO SITE GEOMETRY, INSTALL THE MAMMM USEDNiLLVARYIMTHOPENINGSIZE. ,.- s. H's raa015 svu ee uan[elur.�ITowccenrvmros.r. Ire ua+3 T/Y➢i sorsurrre sEosmrt Turrtn Wricrp Nor ,,. ••=''?P,•+ rLPuiea�sauCT.RE w,11LY ttATIW F.41E vrolre lirx LENGTH PMCTICABLE AND SUPPLENENTVYIIH ADOI1lONA1 PRACTICES AS NEEDED. srE&PPcdtYFnOswW.ee Wsr.W[oW rre n--w.uv ums.w�rgr eoocnerevwu o-i�am rx:e ePRa,& nx=_r w,raY F=.mren---.IlT co ca ..-....... 9. INLET PROTECTION 00! c1DN Nan Pro, Nirm4l�prA 7 TRACKING PAD 8. ROCK FILLED DITCH CHECK C400 REV GATE ISSUED FOR Z a Q W N_ J LL LL Q z O z O d' U) Q DO U) F >- a 0 U 0 W U 0 W Q W m } Q F— W F O z GEN ERAL SIMKRRPI NOlE4 IMza IMn zf D pkn<a tln Bpaidicv"wa, PHa b V. 5pec[ra!tw k+ na3u rvl tpu'receea L CESK,NC•IFAM L L BVaOPiG C00E4 USED fOq 0'c SICJi: ut GEswxINE Loo-ns: rorr UMa«PknoMo,d. NPSF S............... aPSF•ardSD 122 YAMDLOAb. IaFeCa WUd Oeslgn SpeK......... IIS NDII bPohrca ixtu ........ Ln 'upaxve Cksf( a.K .....8 111 SNONLOAP. Fm Rwl Smm Load ....... >5 5rcn Eapofva Factor:....... L 5 mn Loq hpvro.ca iacUP... Rwit!aea Pxme:....... 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