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HomeMy WebLinkAbout6.9-261VK:INffY MAP SCALE Y-5000 iHEHC TY CONSTRUCRONR NTO cE START OF AN ALL DEEG VEN AT tEAGi024 HOUR NOnCE. ME sECi ONSMAY BE NOT FlED A� (661) 326 3049 CPEN�SiREET PERMIT SHALL BE OBTA�ItK P ROM � E Cltt OF BAKERSFIELO LC RTMENT FOR y0p SUBD NS ONNG LE95 SECURED B AGRKEMENTS SE Y AN FPG gOVEO ENGINfER'B ESnMATE FOR THE SHALL BE PROVIDED PRIOR TO SIssUAIUCE OF q pD�IMNSURANCE AS REQUIRED AXIMUM ELSPq RARO FROM BACK OF SIDEWALK i0 FACE OF WALL Ofl 1RUCRIR H LL BE 4:1 E%CEPT FOR 1\VO FEET BEHIND niE SIDEWALK WHERE APPROVE CURBINGPBEH NO THE SIDEWALI<�ORA O1HEk METHOD TO PREVENT EROSION ONTO TIE SIDEWALN. UBLIC FAC IN TMNN TREEi RIGHT-OF-WAY Mn11N THE PRCPERtt REcalTisiaucTiora Moa REVAIR as DE�ERulrvco evE�Hc cITVE°iiauEER. I n1E PROJECT IS SUBJECT TO lHE PROW SONS OF THE NAnONAL FOLWTANi DISCHARGE ELIMINAnON SYSTEM (NPDES), A 'NOncE OF NTENY (N01) TO COMPLY W1R1 THE TERM OaTRUCnDNEAC INtt (SWRCB ORDER N0. 2009M009 Dwq Sas aM HOED BTCORDER 2010 OOt4 DWG AND ORDER 012 OOOO6A Dw M) MTOST eE FIEO WITH STATE WATER RESOURCES CDrvTROL BEFORE 1HE BEG NN NG OF ANT CONsIRUCnON ACRVIttN COMPLIANCE MTH 1HE GENERAL PERM T REOV RES THAT A STORM LLUnON PREVENRON PLAN (SWWPPP BE PREPARpD CONTINUOUS NORMAL CONSTRUCnWJW HWRE AVA (ABLE FOR PUBLIC NS CnON OVR NGLY 8RE STA718fICS ON RO., BAKERBFELD CA 3 P CE 3 8 ACRES EA4 0 93 ACRES 5 FLOOD ZONE '%' (PANEL 06029C2300E, DATED SEPT. 28. 2008) BAKERSF ELD WATER: CAUfORN A WATER SERNCE CO KERS ELD s cftADNCEPEflMT No.eAi6 o6DDD3z LAR ARR DwER Lo�,�;T N WM. nT TME uEPaUANnnEs BHDWN BELDW ARE FDR GRAD NG PERM i o c coNiRncioR asDREsaorvseic eoRUMnu rFicRHPs owTciTEsnrwnTc F OUANnlIES FOR PROJECT BDD NG. E%CAVAnON PND REMOVAL 6 C.V. DISTURBED AREA: 0.93 ACRES niL aannnes ARE-coMPACTEo w-PucE� voLUMEs. GRADING &SITE IMPROVEMENTS PLAN PROPOSED METAL BUILDING 3ii� WILSON ROAD BAKERSFIELD, CALIFORNIA SPR#i8-oo23 BASIS OF SURVEY �__ _ _ _ 56�_ I iI / /I // j! 2�/ 3 �TIw _ LSI 'MESON ROAD ---iii--- �___ >��.� O COVER SHE AN SHEET INDE% o GENERAL No,E= h`BPEGIRGanDN90N6 QrD® DfrAILs � TYPIcnL spcnONs RECEIVE O5 DEMOunON PLAN JUL U[tA18 © GRADING P eVIawGRtTgRIN, o fRG9D DN,RDL DETAIL= � NGTEB �a ERoslaN CONTROL Purv, NDTEs �. LEGEND NOTE. sff SEPARATE unu.r Pv,N FDR DRAINAGE r" � i I I / / I ' n�we ' .. "cr ' / / '� =�JVI6 I �" 1 ...G I / � f I - ' PRO O�BED [� i i I } I I �. BUI�LING �, I I 1 � ''' �- 6>y�. � � 1 � +�5 6 � 3 � SNE. � - I 1 ��� �� ��� I I I i��;� I—I � I—I—I—I—I—I—I � � �� �I �-_1J1L111J11.i1LLL11JJJJ11L1__ � __ KEY MAP _. _..-,I BU LO NG — __ I �� y �s �� ���✓. 6.96.9-26� U C a: J°" dp �Q�O O x°a�z� ���A h W `� a "' E� ch 'Q1 �0. � E� R 0 VAL�IAZA s o PROJECT wHaum E LOCATION ( � � � s VK:INffY MAP SCALE Y-5000 iHEHC TY CONSTRUCRONR NTO cE START OF AN ALL DEEG VEN AT tEAGi024 HOUR NOnCE. ME sECi ONSMAY BE NOT FlED A� (661) 326 3049 CPEN�SiREET PERMIT SHALL BE OBTA�ItK P ROM � E Cltt OF BAKERSFIELO LC RTMENT FOR y0p SUBD NS ONNG LE95 SECURED B AGRKEMENTS SE Y AN FPG gOVEO ENGINfER'B ESnMATE FOR THE SHALL BE PROVIDED PRIOR TO SIssUAIUCE OF q pD�IMNSURANCE AS REQUIRED AXIMUM ELSPq RARO FROM BACK OF SIDEWALK i0 FACE OF WALL Ofl 1RUCRIR H LL BE 4:1 E%CEPT FOR 1\VO FEET BEHIND niE SIDEWALK WHERE APPROVE CURBINGPBEH NO THE SIDEWALI<�ORA O1HEk METHOD TO PREVENT EROSION ONTO TIE SIDEWALN. UBLIC FAC IN TMNN TREEi RIGHT-OF-WAY Mn11N THE PRCPERtt REcalTisiaucTiora Moa REVAIR as DE�ERulrvco evE�Hc cITVE°iiauEER. I n1E PROJECT IS SUBJECT TO lHE PROW SONS OF THE NAnONAL FOLWTANi DISCHARGE ELIMINAnON SYSTEM (NPDES), A 'NOncE OF NTENY (N01) TO COMPLY W1R1 THE TERM OaTRUCnDNEAC INtt (SWRCB ORDER N0. 2009M009 Dwq Sas aM HOED BTCORDER 2010 OOt4 DWG AND ORDER 012 OOOO6A Dw M) MTOST eE FIEO WITH STATE WATER RESOURCES CDrvTROL BEFORE 1HE BEG NN NG OF ANT CONsIRUCnON ACRVIttN COMPLIANCE MTH 1HE GENERAL PERM T REOV RES THAT A STORM LLUnON PREVENRON PLAN (SWWPPP BE PREPARpD CONTINUOUS NORMAL CONSTRUCnWJW HWRE AVA (ABLE FOR PUBLIC NS CnON OVR NGLY 8RE STA718fICS ON RO., BAKERBFELD CA 3 P CE 3 8 ACRES EA4 0 93 ACRES 5 FLOOD ZONE '%' (PANEL 06029C2300E, DATED SEPT. 28. 2008) BAKERSF ELD WATER: CAUfORN A WATER SERNCE CO KERS ELD s cftADNCEPEflMT No.eAi6 o6DDD3z LAR ARR DwER Lo�,�;T N WM. nT TME uEPaUANnnEs BHDWN BELDW ARE FDR GRAD NG PERM i o c coNiRncioR asDREsaorvseic eoRUMnu rFicRHPs owTciTEsnrwnTc F OUANnlIES FOR PROJECT BDD NG. E%CAVAnON PND REMOVAL 6 C.V. DISTURBED AREA: 0.93 ACRES niL aannnes ARE-coMPACTEo w-PucE� voLUMEs. GRADING &SITE IMPROVEMENTS PLAN PROPOSED METAL BUILDING 3ii� WILSON ROAD BAKERSFIELD, CALIFORNIA SPR#i8-oo23 BASIS OF SURVEY �__ _ _ _ 56�_ I iI / /I // j! 2�/ 3 �TIw _ LSI 'MESON ROAD ---iii--- �___ >��.� O COVER SHE AN SHEET INDE% o GENERAL No,E= h`BPEGIRGanDN90N6 QrD® DfrAILs � TYPIcnL spcnONs RECEIVE O5 DEMOunON PLAN JUL U[tA18 © GRADING P eVIawGRtTgRIN, o fRG9D DN,RDL DETAIL= � NGTEB �a ERoslaN CONTROL Purv, NDTEs �. LEGEND NOTE. sff SEPARATE unu.r Pv,N FDR DRAINAGE r" � i I I / / I ' n�we ' .. "cr ' / / '� =�JVI6 I �" 1 ...G I / � f I - ' PRO O�BED [� i i I } I I �. BUI�LING �, I I 1 � ''' �- 6>y�. � � 1 � +�5 6 � 3 � SNE. � - I 1 ��� �� ��� I I I i��;� I—I � I—I—I—I—I—I—I � � �� �I �-_1J1L111J11.i1LLL11JJJJ11L1__ � __ KEY MAP _. _..-,I BU LO NG — __ I �� y �s �� ���✓. 6.96.9-26� U C a: J°" dp �Q�O O x°a�z� ���A h W `� a "' E� ch 'Q1 �0. � E� R 0 GENERAL NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTOR. A PERMIT NALL BE OBTAINED MOM OTY PUMM WORKS DEPARTIANT FOR WORK TO BE GORE IN ME CIPT STREET RIGHI My KNOWING TO BE CONDUCTED ANN THUS PROJECT WALL BE BACKIFILLED AND COMPACTED PON NOS REPORT PREPARED BY SWAZIS AND ASSOCIAMS. LAND FEBRUARY 1 WHO, I ME CONTRACTOR SHALL REMOVE OR REMOVE ALL DICYRUCTIONS AS DIRECTED BY CITY MURDER. * CONTRACTOR AGREES MAT HE NALL ASSUME WOE AND COMPLETE REEPONSIBILLY FOR ME SIM COMMAND WRING ME COURSE OF CONSTRUCTION OF ME PROJECT INCULDINC SAFETY UP ALL MOMS AND PROWITTV' MAT LEA REQUIREMENT SHAN APPLY COTMUOUSLY AND NOT BE LIMINIQD To NORMAL VAORKIN HOURS NAT ME CONTRACTOR SHALL DEPEND. INDEMI AND HOLD ME OMER AND ME ENGINEER HARMLESS MGM ANY AMC A" UMFJTC REAL OR ALLEGED. IN COMMANDS MYTH ME PERFORMANCE CIF WORK ON THE PROJECT. EXCEEDING FOR LIMINUTY ARAI FROM ME MAE ROMANCE OF ME OMER OR THE ENGINEER, * IF A PROBLEM SHOULD ARIZ DURING ME COURSE OF OBSTRUCTOR. 17 IS ME RESPONSIBILITY W THE �FMAJCMR TO HAPPY THE ENGINEER IMMEDIATELY PRIM TO ANY FURTHER WORD. 6. ALL CONSMUCRON MA -1- BE IN ACCORDANCE WIN ME CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANVORTALON STANDARD 7. YAW HE ME STAN OFINSPECTION DEPARTMENT NALL BEANY WARE WE .. HOURS NOTOW ED (651) �= 042. S. AN OXISTNUG SIDEFkl DIRECTED BY THE INSPECTOR IMPROVEMENTS `OF RECORD. BE REPAIRED B �M A=°) ALLMAT 9 WE LOCATIONS OF EXISTING MUl AND UNMAGROUND FPEWES ARE SHOWS IN AN APPROMMATE WAY ONLY ME CONTRACTOR SHALL DETERMINE ME EXACT LOCAMON AND DEPTH OF ALL EXSVG USUMS AND UNDERGROUND AIRWAYS BEFORE COAMETRANG MQRXHE AGREED TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MICH MIGHT BE OCCABOMED BY HIS FAILURE VE D PROTECT ANY AMD UNDERGROUND:ERVC' :E�Rn ;%�"�>` a 0 AT LEAST CAN DAYS PRIM TO ANY CONSTRUCTOR OR EXCAVATOR. 10, IF ME CONTRACTOR 15 IN DOUBT AS TO THE MEMING OF ANY PART OF WE PLAN AND SPECIFICATIONS OR EGGS D�VEPAJNJCES IN OR OMISSIONS MCA WE DRAWINGS. HE SHALL SUMMIT A WRIPMEN REQUEST FOR AN INTYPRETAMON OR A CORRECTION THEREOF. MAX TO FUND HIS CIA MICE FEE WE PACCOCHL IF IN ME EXTENT CONSTRUCTON STAKING EASED ON CONSULTANTS PHASE, KANSAS ON OVER DOCUMENTS IS ACCOMI BY OTWF MAN ME CONSULTANT. CLIENT AGREES TO HOLD CONSULTANT HANDLESS AND RELEASE Vol FEW ALL HARDLY AGING MOM WE USE OF SAID PLANS, BANANAS OR OTHER DOCUMENTS Z ALL EXISTING DAMNS AND SURFACING REMOVED, DAMAGED OR UNDERCUT NALL BE REPLACED IN ACCORDANCE WIN THE MY OF BAKEPI MANNA AT 27 13. COMPLACTON TESTS NALL K ME RESPONSIBILITY OF ME CONTRACTOR. THE ALWAYS AND LOCATOR OF REQUIRED VISTA NALL BE DINBRIANED BY ME CITY NVII WE NET OF OTETTING DUE TO FAILED COMPACTION TOTS WILL RE ME RESPONSIBILITY OF ME CONTRACTOR. .VLAI NAME ENGINEERING. IxO WALL NOT BE RESPONSIBLE OR CABLE FOR UNAUCHORICED CHANGES M, OR USES Or, M� PLAINS ALL CHANCES TO THESE PLANSMST BE APPROVED IN SAYING BY PINNACLE CIVIL ENGINEERING INC. IN, SEE FULLY AND ARCHITECTS IMPROVEMENT FLAW FOR OFFER IMPROVEMENTS WAY ME PART OF THUS PROJECT, OR PIPING BECOME DAMAGED WE TO WATCH INFILTRAMON, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR WE MEAN ANN PIPING TO ME SATA�ACTKNN OF ME ENAl AT WE CONTRACTORS EXPENSE 17, IMMINO OR WATER JETTING SHALL NOT BE USED FOR SACKFUL ALI L& DRAWINGS SHOW ON HIS MEET ARE FOR REFWQiM ONLY. CONTRACTOR SHALL OBTAIN A COPY OF GULTY OF BAKERSFIELD SUI STANDARDS' AND WHAVINGS FORHIS UK. THESE OENOLITION NOTES, DRAMAS slue BE CONSIDERED A PART OF 1. CONTRACTOR NALL PERFORM ALL NECESSARY DEMOUTHON AMA ME Im THESE TS PLANS. MANAS REQUIRED TO COMI CONSAWCUFFOR! INDICATED AM WE PLANS.• EXCEPT AS OTHERAVE INDICATED, ALL UTILITIES ME TO BE PROTECTED Il• ALL MATERIAL GENERATED FROM DEMOUTCH, INCLUDING PIPING PLANTS ORGANICMATERIAL, AoPAVEMENT, CONCEPT, AND MISCELLANEOUS DEBRIS NALL KOLBE WEPROPERTY AT ME CONTRACTION AMC SHALL � REMOVED MOM WE ON ANDPROPERLY )IMOVED OF IN ACCORDANCE ON ALL LAWS AND ORDINANCES4 CONTRACTOR SHALL IMMEDIATELY NOI WE OXYGEN IN WE EVENT UNANnAPATMHACkRDODS MATERIAL IS ENCOUNTERED,6, CONTRACTOR NALL OSTAN A DEMOLITION PERMIT MOM WE APPROPRIATE AGENCY ANDSHALL COMPLY MH ALL REQUIREMENTS OF SAO READ, AS NFUL AS ALL LAWS ANDLOCAL ORNNI PLAINALL WADING AND SIM PREPARATION SHALL CONFORM TO THIS AND COSHALL NFORMBS IN APPEN INvJ OF tETO. UMMIA BUILDING CODE (CURRENT EDITOR) AND 31, ME SOILS REPORT PREPARED BY KRAZAN AND ASSOMAMS, GAME TOMMY 1. 2016 BE ADHERED 70. A ME EVENT � A CONDUCT BETWEEN MOE PLANS, SPEcADCATONS, 32 SMS IMPORT. AND AGENCY' STANDARDS, WE MORE RE�l SIMCIFICAMON ALAN ALL EPSON ELEVATIONS SHOWN ARE TO FINISH MADE. WE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ME PAD AND PAVING AREAS 70 "THIN 0,1 FOOT OF MADAME IF SUM AREAS SHOULD BE FOUND 70 BE MORE MAN 33 0.1 FOOT FROM ME DESIGN SUORADE ELEVATION AFTER COWMETION OF WADING. ME CONTRACTOR SHALL REFORM AND CORRECT WE GRADING AT NO COST To ME OMER. CONTRACTOR SHALL OVAIN ALL WCES&MRY PERMITS BEFORE START OF CONSTRUCIMN. 34 A PERMIT WALL BE OBTAINED MOM WE MAY OF BAXERSIMED FOR ANY WEAK 70 BE PERFORMED IN THE MAT RIGHT-OF-WAY UPON COMPLETES Of MAN" AND DUKE THE START Or CONSTRUCTOR A MAIL 35 SOILS REPORT COSABRING ME SIM PREPARANN AND GRADING SHAN BE SUBMITTED To ME ENDWER AND WILDI DEPARTMENT BY ME SOILS ENGINEER F A PROBLEM OR CONDUCT MOM MARY DURING ME COURSE OF THIS PROJECT, 1T 15 36 ME RESPONSIBILITY Of WE GRADING CONTRACTOR TO N07FY ME ENGINEER IMMEDIATELY WOR TO ANY FURNMY WORK, AN GRADING WORK WALL BE SUPERVASED AS 'CONFORM) WADING, IN ACCORDANCE AN APPENDIX J OF CALIFORNIA BUILDING MAE. ME WEN OUNEM WALL Ol NFRONT SUPERVISORY CONTACT DURING GRADING AND MNF�TAKCTCH To HAVE FUJI AN ME PLANS, SFrrCMCAVNS AND CODE ALAN HIS FLAVOR DOW CONTROL IT SHALL K ME CONTRACTOR'S RESPONSMUTY TO PREVENT A OUST 37 NUIUWNCE MOM SAUDI MGM THE STE BE WORK AS A RESULT OF HIS OPERAMONS DURING ME E7VCMW PERIOD OF WE CONTRACT PRESENTATIVE MEASURES TO BE TAKEN BY ME CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO ME FOLLOWING A. WATER SHALL BE ARMED TO ALL UNPAVED AREAS AS REQUIRED 70 PREVENT ME CONTACTS MCA BECOMING DRY ENOUGH TO PERMIT DUST FORMI 8, NAMED SURFACES OVER Ml� WHICULAIR TRAFFIC IS PERMITTED TO TRAVEL AS SHALL AS KEPT MEE � DIRT ME CONTRACTOR IS KSPONSIBLE MR WRITCAIRON OF ME LOCAMON AND MPV OF 39 MUSALL T FOO i D=RUO PRIOR TO ANYOPS PRIM TO CONSTRUCTION OR EXCAVATION.NING OF ANY WORK, CAN oERr«GONDFIXTHE NOTECHNICAL ENGINEER SHALL FROCK �FFMHEUFT INSPECTIONS AWARD MEPAPPARVALION OF ME NATURAL GROUND AND ME PLACEMENT AND COMPACTION OF MEFILL TO BE SALMED MAT ME WORK IS BONO PERPLIMMED IN ACCORDANCE ALTO WE 41.PLAN AND APPLICABLE CODE REQUIREMENTS,EMSMG UNDERGROUND LINES LAW KEITH NEWS ON THIS PLAN ACCORDING TOAVAILABLE SAUDI ME ENGINEER IS NOT WSPOWDLE FAA POSSIBLE ERRORS OR 42OMISSIONS AND IT WALL BE ME CONTRACTOR'S RESPONSAWHY TO VERIF" LOCANN OFALL MILYNES PRIOR TO CQM�lDURING GRADING. REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALEDSUMARFAM COMINUCTOM ALL ABANDONED SUMRFAM DESTRUCTORS SHOULD BE 43REMOVED IF ME TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE ME PROJECT LIMITS,ME KONG SHOULD BE REMOVED ANN THE PROJECT AND PROPERLY CAPPED AT MEPROJECT BOUNDARY.CONTRACTOR AGREES MAT HE MACAU ASSUME WLE AND COMPLETE RESPONSIBILITY FORJOB SIM EMOTIONS DURING THE OUNCE OF CONSTRUCTUCH OF NO PROJECTNICLUDING SAFETY OF ALL PERSONS AND PROPERTC MAT THIS RIEWIREMENT SHALL pAPPLY CONTINUOUSLY AND NOT BE UNITED TO MORAL WORKING HOURS AND NAT MECONTRACTOR SHALL DEFEMO. INDOWNIFY AND HOLD ME CASES AND ME AMEER IHARMLESS MOM MY AND ALL UMILIT". REAL OR ALUMIX A CONNECTOR ADS MEPERFORMANCE OF WORK ON THUS PWRAMT, DUMPING FOR LIABILITY M19NG FROM MESOLD NEGUGENCE AD WE OMER OR ME ENGINEERNMNNW%A11.Y LEFT BLANK.ALL WASTE OR OFFSTE DESTRUCTORS SHALL K REMOVED BY CONTRACTOR ATCONTRACTORS EXPENSE.ANY EXIMING IMPROMEMENT OR UFULTY REMOMED. DAMAGED OR UNDERCUT BYCONTRACTORS OPERATORS NALL BE REPAIRED OR REPLACED AS DIRECTED By MEENGINEER AND APPROVED BY WE COUNTY OF KERN AT ME CONTRACTORS EXPENSESTE PREPARATION AND GRADING SHALL BE NNE LARRY ME �PERMVON OF MEGLOTENNICAL ENGINEER WE MOPICANICAL ENGINEER. DESIGN ENGINEER. AND BUILDINGOFFICIAL WALL BE NOMED AT LEAST AS HOURS PRIM TO PLACING OP ANY FILLMATERIALME SIM WALL BE CLEARED AND CRUMED OF ALL WCEDOWN. INCLUDING MCNIALMOM N� MAN AND MACY AMETTERHOUS MATERIALS. ANY HOLD ON VOIDS FEET aAMR ME REMOVAL OF TRIMS ROOM MADE TANKS, ABANDONED FOUNDAWNS.BEDLAM OR ME LIKE. NALL K FILLED AS REWIRED BY WE GEOLECHNICAL ENGINEER.MILL MATERIAL SHALL BE SUBJECT M ME WIFE DOWNTOWN APPROVAL 4ALL FUL aCPES SHALL NOT TOE CUT WITHIN 12 FEET HORIZONTALLY OF WE ME OFEXISTING ON PLANNED CUT S-SPIES.ME CUT AND FILL WAINTMES ARE CALCULATED Ul A CONTAGION FACTOR OF WOXME MAJOR MAKES 40 WARRANTEE WITER DIRECT OR IMPLIED MAT THIS MUL BE MEACTUAL COMPACTON FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL MSE% ME SHALL BE CONSIDERED A PART OF THESE PLAINS AND ALL PAI THERON Ml OmWENCHING TO BE DONE YANG ME PROOMT WALL K RACKOFF AND 1. AM ACTED IN ACCORDANCE WHO WE SOILS REPORT AN AND FACE DRAINAGE WALL HE 1% MINIMUM, EXCEPT AS WAVED BY ME BUILDING ME ou.THE RESPERNMENTY OF iB (A) FA2. PRO MOSCOW ' ME N Tai MO"PPPY`Y WE NOWERR MIEN SIM THEMSELVES O An� ME NS AND BEFORE ME PLACEMENT OF LIVE AND HO INFORM ME ENGINEER F ITEMS MIGHT EFFECT FOUNDALON STABUTY ARE ENCOUNTERED ATIONS SO MAT THEY MAY HE TREATED UNDER HIS M"(THSE,N IG 3 ARM TNG OHE SORIED ,AAs„ OR VEGETATION. MPaINE ABANDONED „ELLS. «O sus. ETTCL) CAD AEG MIND JI OR SIMILAR CONSUMPTION DAMON OF COMPANIES NALL GOT vSQ ORWITTEN AEG AMMEMED WELLS US WE PROPERTY MCOVERED CURING WADING STAUJI BE Is QLAFTLY DAYTON IN ACCORDANCE AM ALL APPLICABLE CITY, COUNTY AND STAN STAN mul 4. ME CAN OR DRAINAGE SMAILE SHALL BE CONSTRUCTED ALONG ME TOP BY ALL CUT BE ELL STORE TO PREVENT BURNEY MOM GOING C� WE SLOPE ME FACE OF 367 ALT AND FILL CLAIMS SHALL HE RANDALL WITH A GROUND COVER IMMISMS TO OF A FEE OTHERWISE SPECIFED IN ME GINTECHNICAL WGINEEMW No SURFACES TO RECEIVE CONCRETE HYPHENATE AND BINUMNOUS ILD BE SCAmnEA AND COMPACTED TO A WHIMUM DEPTH OF TWELVIE INNER M(MY)) THE A ME EXISTING GROUND SURFAM IN AREAS TO BE MUED. COMI AMID PAVEMENT AREM SHOULD BE TO 04 OF .,9E%) SHOULD EXTEND TO A MINIMUMTHE MAXIMUM DENSITY AS DISTANCE OFED BY ASTMA TA)FEEFEET (2) BEYOOOND ME aTSI� ES OF PAYMENTS iPaAREAS ON ME SIM °,T (oI3"DEEB,: DSA (MINIMUM DISTWE : CE AD Nor FECED MUST E` N OF OVERUMMAGN AND COMPACTION IN PAD AREAS SHALL ME MOT we SMAWE LL BE TO AT LEAST NINETY PERCENT (90%) OF MAXIMUM DR: E DENSIEYOND WE OUTSIDE EDGES OF WE MUNDALSONS AT NE SUSUCTURADS. ME FEET TY. D MATERIAL FILL AREAS To BE CLEARED OF ALL VIDGETATON WE OMER UNSUITABLE MATERIAL STAR SHE A 5MUCTURAL FALL AND ME MCA SCANAMID TO A WEN OF 61 WAS AREAS WHOPING STEMPOR THAN 51 SHALL BE KEYED AND HOGGED TO SUPPORT BHA MATERIAL WALL BE PLACED IN LAYERS NOT EXCEEDING 6' IN COMPACTED SO NOF AND COMPACTEM AT GETMAN MOISTURE CONI BY APPROVED All A PAID PILL TO BE COMPACTED TO A SHOWN OF RAW MAAMWM DENSUP AS DETERMINED HEW ONG APPENDIX CHAPTER OF AND SO CERFFED BY TESTS AND REPORTS FROM Sl ENMEER UNIONIZED CHASMS AND ARM WE ENGINEER PREPARING THESE PLANS WILL NOT 0. WE EVEDWICE FOR, OR Ul FOR, UNAUDIDGM) CHIMMS To OR USES OF THESE TRA & MY AND ALL CHANCES TO THESE PLANS MUST BE APPROVED BY SUNNI EAS PACKAGING, INC 10, PAM SUANT TO BECTON 32178 BY ME CALIFORNIA BUILDING CODE. IF THE OML THE NEER. ME SOLS ENGINEER. OR ME ENGINEDAMM GEMOMIl OF RECORD IS 11. A. I MAE WRING GRADING, ME WORK SHALL � STOPPED UNTIL WE REMACEMOT ME AGREED A WRING TO ACCEPT VAR RESPONSIBILITY WHEN NOR AREA OF CON NICAL COMPETENCE FOR APPROVAL UPON COMPLIMON Of ME WORK, IT SNA -L BE ME DUTY OF ME PERMIATTEE To WIFY WE BULDIM OFFACIAL IN WADING OF SUM TAP ADD PRINCR TO ME RECOMI OF WN WADING. 12, MEN ME DROP PORTLAND CEMENT CONCRIETE FAR CLAW, SWWALK. AND OWER MR �' Al CONFORM TO ME PROSTSIONS OF WATER 40 AND 90 UP ME STATE ASP F CABLEGRAM; STANDARD SPOURCATI EXCEPT AS OTHERWISE MODIRED BY THESE LAN AND SPECIFICATIONS OR COMPACT DOCUMENTS, COM BUD ME ARCHATECIPS PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE. OR PLA NS. PAM z P�CLA13. WHER SScPOUNDp CLOUNPER UBNOYARE AND A MINIMUMMINIMUM PORTLANDIMIOW COMSTRENT OF .OGD FDA A 28 YS, THE or CLASS B MASS 8 COMMETE STAUL A MINIMUM PORTLAND COMENT CEMENT OF CAN ADS PER CUBIC YAM AND HAW A NISSAN COMPREMME STRIENGTH Of 3,000 PC ASP 8 DAYS. LAN AM WASS Q CLAW C CONCRETE SHALL HAW A MINIMUM PORTLAND CEMENT CONTENT TOM 76 FOUNDS FOR CUBIC YARD AND HAW A MINIMUM COMPRIESEVE COMBAT Or VAN BUMP A 28 M MNI WISDOM IS REWIRED. REINFORCING SHELF CONFORMING TO THE MAX "G TO 14, ASPUl PROVISIONS OF ME STAFF SPOCIFIMMONS SHALL BE WMAMD AND MIN15, 1FGERMANS COMBAT CONCRETE NALL RE MASS 8 FOR WAS AND Gl ABA WEFS AND RIDEWALKS, AND CLASS A WAR GROSS ATTACKS, DRIVEWAY APPROACHES. AND REPDOWN COMAKETE IMPROVEMENT SUBJECT TO WHICULAR TRAFFIC. CONCRETE SHALL MFORD TO ME 16 IF TOMR CONCROM ASPHALT CORI SHALL BE TYPE A IT (BANNED) FBA ALL VAW AND COLLECTOR SASEETS AND TYPE LL CONFORM TO WE MIAMI IN B T (uUOBBIFIASPHALT CONCRETE' FOR LOCAL CRTs ADINFORMROR TTYYPE 8 (MODinED)R ASPHALT CONCRETE Sr "mEETUAL �RMAN TO WOODCUSPE<IE,cnRD TONS FOR 3i: MAMMON. MEDIUM GRADING` "n TIN A (MOoIl ASPHALT ASPHALT.GRAND BURGER FOR TUM UNLESSOTHERWISETAR GRADED MINALE UNLESS OTHERWISE DIRECTED BY WE EMENEIRL ME NEER SHALL CONFORM TO ME REQUIREMENTS IN ME TABLE MR (u REFORM PAMMC ASPHAUTS' IN SWEDEN Ail PGRADEC' OF ME "wo UNT OF ASPHALT BINDER To BE MIXED WON ME MINERAL AWRI SHALL MINED BY ME CONTRACTOR IN ACCORDANCE AN CALIFERMA TEST MWCO C DAMNED OF MATERIALS PROPOSED FOR USE IN ME Vol THE ANDUNT MY BINDER SHALL BE APPROVED BY ME ENGINEER, 14 DATE PRIAR TO ME START OF WORK, ME CCWAANW KRAFT SUBMIT BANG FOR ME ENGINEERS REVIEW AND APPROVAL LET OF AGGREGATE AND ASPHALT SOURCE& CUMENTATON MUMBLING MAT ME AGGREGATES TO BE WORK CONFORM TO ME REQUIREMENTS IN MEDIUM 31l EGA .. TER T WE STANDARDAND ALL OTHER ,EST RESULTSQUIVALENT NOT SHOULD NOTALTS SHOULD RE ��T RE ,SAN (1) YEAR, SPHATT CONCIMUE MIX WVON DETERMINE]) IN ACCORDANCE All CALIFORNIA LABORATORY FEET RESULTS ON MAN THE DESIGN IS BASED WALL BE M WTH WE MIX DESIGN ALONG WN ME THEMI MAXIMUM MANY OF Ail! AN MIXTURE AS WIMMINED BY ARTS D-2041 ME ASPHALT CONCRETE WX PET ME REQUIREMENTS OF BECTON 39-ZOZ 'AGOPECATE' OF ME TED NAT THE MATERIALS ARE SUBSTANTIALLY WE °FAIR oANY WNFORMS BEFORE WE LANES ARE OPENED TO PUBLIC TRAFFAC, KRAFTR ONER APPROVED POND BREAKER. MAY BE PLACED UNDER WE COMMANDLATE WE REMOVAL MY ME CONFORMS MEN PAWING OPERATORS REGIMECONCRETE SHALL BE COMPACTME) TO A MINIMUM 0 PORDWIT WE WEFLEGRESICAL DENSITY AS DETERMINED BY AWTV All INALL BE DETEPUNED IN ACCORDANCE WN CALEDONIA MST 378.N -PLACE DENSITY AD ANY LOT OF ASPHALT CONCRETE IS LESS VAN 92AN GREATER MGM 94 PERCENT OF ME MAYANS THEORETICAL DIALT WOMEN REPRESENTED BY VAT LOT WALL NY REMOVED ANDAN MAYERIABL MAT DOES MEET WE IN-PLACE MOODY REQUIREMENT.BLAME WORK HALL BE AT ME CONTRACTORS EARNED.MINED SURFACE OF ME ASPHALT CONCRETE DNS IT WALL BE BROUGHT ANIN GODURING NFL EQUIPMENT UMMING DIAMOND SHARED, ME DEVON MAY BE UP To THREE (3) FEARS MY ME AN ALL CURTIS ASSOCIATES AN M ASPHALT CONCON MIX Ail NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTED EXAM 5, ME EXISTING PAWMENT SHALL BE SAW CUT, COAT WILL NOT BE ACQUIRED ON MONI AHEAD IT BE SURFACED TO THE PLACEMENT OF ASPHALT CONCRETE HOWEVER. AMC OTHER WITS OF SECTION 39-4,01. TW9-GRAM.' OF ME STANDARD FORK SHALL BE MET A TO WHEN PAINT BINDER HAD BEEN APPLUED All BE CLOSED TO PUBLIC CAK SHALL BE TAKEN TO AVAND WALKING BINDER MATERIAL LAND PUVWMWT SJRFACE BEYOND ME LIMITS OF CGK�GTW WAYS SHALL MATCH STAGE MUCATONS UNLESS MERASE PERMITTED BY SECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY COTEM ADOMONAL ASPHALT CONCRETE NALL K PLACED AT ROAD ME AND PRIVATE DRIVES. WERE MOM ON PLAINS AND AS DIRECTED By NEER. AND NANO RAKED. IF NECESSARY, ME CONTACTED TO FORM SMOOTH, CONI E COMPACTED THICKNESS OF A LATER OF All CONCRETE IS 0,15 FOOT PAMMG OPERATMNS SHALL BE CMDUCIED IN SUCH A MANNER MAT, AT OF EACH WORK SHI WE LEDGM OF PAVEMENT ALONG ME LONGITUDINAL PC BETWEEN WHACENT LAWS IS NOT CKANER MAN NAT MICH DAN BE WRING ME FOLLOWING SHIFT OF NORMAL PAMING OPERATONS. ADDIMMAL CONCRETE SHALL BE PLACED ALONG ME TRANSVERSE ORMA-COPS ON DAN SUCH ADDITIONAL ASPHI CONCRETE SHALL ME HAND RAKED AND no M FORM TEMPORARY COMFORMS BEFORE WE LAWS ARE OPENED TO TRAFFIC KRAFT PAPER. OR ONES APAROVED BOND BREAKER. MAY BE UNDER THE GERMANS TO FACILITATE WE REMOVAL OF ME CONFORM WEN OPERATIONS RESUME, OF COMPACTED THICKNESS OF A LAWS OF ASPHALT CONCREM 15 MWE 5 MAT, PAVING OPERATIONS WALL BE CONDUCTED IN SUCH A MANNER E LAWS OF ASPHALT CONCRETE 1S MULD ON ALL NAVAJOS FAR MINED WAY BEFORE ME LANES ARE OPENED TO PUBUC TRAFFIC. AT M WORK SAM TV DISTANCE BETWEEN WE ENDS or A I-ANER OF ASPHALT AN ADJACENT LANES SHALL NOT BE GREATER TOM 10 FEET. ADDITIONAL WAMEM SHALL BE PLACED ALONG ME TRAINSWIRSE CROP-OFFBI OR EACH A ALONG WE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH AT ARPHALLT CONCRETE SHALL BE HAW RAKED AND COMPACTED TO FORM ANY NEEDED WADINGF FOR �RAANORC EXCAVATED MATERIAL NOT FDA WE CONTRACTION IS IN DOUBT AS TO ME NAMED OF ANY PART OF ME PLAN AND OR SACKFUL. IN THE OPINION OF ME CATC WAL_ BE REMOVED MGM ME ON OF 18. BAK AC PEOPMAGONS ON ENDS DISCREPANCIES IN OR YAWNS FROM WE DRUMNAGS, HE WORK AND DISPO*RED OF AT THE EMPNSE OF ME OWNER. (CAB) 200-22 OF HALF SUBMIT A WRITTEN REQUEST MR AN INTESPIRETATTON OR "s A CORRECLUMN THEREOF, saLL POOR FO FUND HIS 810 PRICE FOR ME PROJIM7. AS: ME CONTRACTOR WALL SUBMIT TO ME ENGINEER EN APPROVAL ME DESIGN UP VENTS OF SECTION BO, 'PORTLAND DEMENT CONORE,E. OF ,HE STA,E SPEDISGA OMs. _ SN�(zJ E A°FlN,) CONSTRUCTED IN NE IF ADJUSTMENTS CAN BE MADE TO IMPASSE ME BALANCE BETWEEN BUT AND BME T OF A AY WE TED AN(3) PLACEMENT ASPHALT CONCRETTAVEE 11. STAN DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WILL BE SELECTED BY THE R.ME WORK SHABE AT WE LED FEET APP Or DUKE AS MEASURED MAN RETURN TO EFA%u�iEAPPROACH,cwmAcioas EXPENSE,OW HE CUT AND FILL. DUMMIES WON ON THIS PLAIN ARE FOR PERMIT PURPOSES ONLY. ER CONTRACTOR SHALL AFTER EXAMINING ME PLAN, NOW EXPORT AND ME WE MOS MINT FULER PER F(Bi"s 17 IF AWAKE WRONG IS USED TO BRING WE DRAWN SURFACE TO SPECILIED HIS BID PRICE FOR ,HE PROJECT. BASED ON HIS OWN EAR,HWORNWE R INCH DEEP SCARED ,DINN T WEAKENED PLANE, EXTRDsox SURFACE TOUGAMYS, ANALLONAL GRADING WALL HE P��, AS NECESSARY, CAUSw AAONsAN ""alnE oni»�MAT To ENLARGE ME GRINVING AMA So MAT ME LIMITS OF Wil ARE A COI OFFSET LEGAL AND ARE MARAI I R TO, ME VIREST LAW JAY AN ABOUT MATERIAL SHALL RE DISPOSED Far AN APPRBDED sTE ccoaowATED mTH THE IF3 ALL CONCREM IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WON ME PAVEMENT EDGE. AND ME TRANSVERCE UNITS OF WINDING WE SCANDAL NSPECTOR AT WE FAA OF GRADING, STANDARD DETAILS. "IN MWENTED WRING COMPOUNDS. CONTAINING TO MTM C-309. PAMEWD4T QWFTERUI ALL GROUND AREAS SHALL BE NEAT RECTANGULAR SHALL BE APPLIED 70 ALL EXAMINED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE OF UNIFORM SURFACE APPEARANCE ABRASIVE GRADING I TH WE CONTRACTOR SHALL AEN SOON BEER AND WE ENGINEER PRIOR WE COMPLETE AND UNIFORM vm" WRING cBMvaxD SHALL DE Avvum wuxlN I xcuaSOMON REQUIREMENTS IN ME FAST PARAGRAPH AND THE LAST FOUR PARAGRAF 0 LOGJAM MF Pre BORROW AREA"(FSE AEN) TO [MOVING COMMUCTON- CR CONCRETE EVENING, 42-2.02, 'COMPACTOR.' or ME STANDARD SPOKCALONS. A TO SEACOAT SHALL HE ARMED TO ALL WISHED ASPHALT SURFACES AT WE COME$$ sBE ANCHIMECTS DETAIL SHEET FOR DETAILS NOT SHOWN ON THUS SHEET ALSO BE 44. EXCAVATION. WADING AND BACIAMUNG BEHIND ME CURB RETURNS, INCLUDING EXPENSE. THE PON IDEAL COAT NALL BE NEER ASPHALT REAUVENATHM AGENT ORARCHMMrS NO PLAIN MR CIMENSONS NOT MOM ON THUS PLAIN, GRADING OF PARKWAY, MAIL BE NNE IN ACCORDANCE WON WE TECHNICAL ASPHALTIC EMULSION AS DIRECTED BY ME ERGINEEIRLSPECIFICAPONS A WE EVENT CONSTRUCTOR �AJKING BASED ON CONSULTANNS PLANS. MEANINGS OF MET DOCUMENTS IS ACCOMPOVED By OVER VAN WE COWULTANT. CLIENT AGREES 70 HOLD CMWLTANT HARMLESS AND RUEME CQNU�FTANT MOM ALL LIABILITY ARI&M MOM WE UK OF SAD PLANS, BANANAS OR OVER DOWM�TS, Mol ME UK. SAID MIX COCA SHALL SET EVEN KINDS AD CEMENT COARSE AGGREGATE AMC WATER To � USED TOGETHER AN A GRAIMAG OF SAND AND COARSE AGGREGATE. ME SOURCE OF SUPPLY OF MADMIANG MAN ME MIX WAIT ALSO BE RIVER WE MIX DESIGN SHALL HE APPROVED BY NOR PRIOR TO PLACED MY CONCRETE CONAWAY WN ME PLANS AM SPEDIFICAPOW, INSTALL AFGHAN DOMFLE MEN COI iS SHOWN TO FOR EXISTING PC CONCRETE, Axeeus BASE (cue)'�a±Fwun`oRsecSHALL MoTMaE BE cecCRAEEne sEEDu 2 0.50 PC CONI PAVEMENT 0.50 CLASS 2 AGGREGATE BASE JL I II III III II 12 2INCHES HALVE MIT CO. COMPACTED TO SAN P.C. CONCRETE PAVEMENT J N.rs Nva FALKLAND ee CEMENT AeNLEE,r MOM OBTAIN 95% REI)EVE P HOF e-�BE> ALL CONCOMPACTCRETE, " ARM SIDEWALK SECTION — ONSITE �_ z¢ -Tr T�f TYPE "B" CURB —C.O.B. STD. 5-1 DNLY cx Banc xG Mx. _ / CONCRETE CURB x=s TM`` /TOOPR G / ALUMNI PRIMER EG 205 USE CAND X 10- LONG MODEL! DOWEL REPAIR - CUT ENDS BREAKER VOID CAP SURFACE 12- LONG SPEED DUAVEL AT za� OA wnix EDGES TO PAGE 1PIC RADIUS MALI L TYPI AND s MOM EACH LOUIS) d IIS �I LNI s/e. x si/z' FELT EXPANSION Oaur— MOMAT EXPANSION ARTS MALL BE INSTAII-ED ALL 'CONS' WERI EXISTING PORTLAND CEMENT CONCRETE. AND AT 20 INTERAVALS EACH WAY EXPANSION JOINT AT CONCRETE "JOINS" ACTUAL IF NOT AGAINST CURB E GBUM ERE SHOWN ON PLAN) NOTED GRAPHICS OWES ING SUI BLUE OUND DE AN LOAD MNID BORDERPANT IF ��� ACCE, , 9` PAINT 4- WIDE YALE SLUT PRECAST BUMPER INDOCERAS BY APPROVED METHOD PER TO CAL -TRANS STANDARD DRAWING A90A FOR SPECIFICATIONS NOT PERRY BY TINS PLAIN TYPICAL PARKING STALL VARIES FL aIx e' _ vnEEs iG —ir PROPOSED METAL P BUILDING AREA TO - EXISTING MILUMN 0,15 6' CURB & GUTTER M S COX CLOY 0 14� '� GG PAVEMENT A TYPICAL SECTION — CURB & GUTTER WEST OF BUILDING E j2 ro —FRANCE) GRI MI O NEL ACONCREE EUMME PROPOSED 2- TYP METAL xO„LNG �_/ 3 CONCRETE 6 M NAE GENERATOR PEX �m D -15I #4 RMAER AND AT ISO OC. TRANSLERSE 4' =CONCRETE °V° GUTTER E,L SHALLOF PARKING SPACE KEY SURFACE VERIFICATION AT ALL DICABLUM OWNER SURELLS ' WIDE ONES Izm aCONSIST OF A mix FOURE ON A , MANINNEL MALL SEE SIM PLAIN FOR FOR LOGTOING J ADA PAVEMENT MARKINGS TA ®® �_.1 0'A .e URP DETECTABLE WARNING SURFACE I TYPICAL SECTION —EAST SIDE OF BUILDING r :i 6.9-261, ��§- xO iwau FCU Ems . SIGNS PARK N� �(cULOE DNLY cx Banc xG Mx. _ aJ MMERE EI NOTED m M NIMUM w NE USA SMEL MET INTO CONCRETE TPOST �4 �A a” z R PEACE � CONCRETE FELLOW � I TYPICAL SECTION —EAST SIDE OF BUILDING r :i 6.9-261, ADA PARKING STALL SIGNS I TYPICAL SECTION —EAST SIDE OF BUILDING r :i 6.9-261, z � aJ m a” z N � � I TYPICAL SECTION —EAST SIDE OF BUILDING r :i 6.9-261, WELT ONOUSH AND REMOVE CAMINO CURB JE GUTTER, &DVWAU<. AND PORTON OF EXISTING RKINO PGUANSTR LOT TO ALLOW PPR cwsIN C . ACCORDANCE WON CGS. s0. SE -AT AND THE ELEVATORS AND O CxADES INDICATED ON TME PLAN. WCUT AND XTRU T ASPHALT o DEMSRND NTNEES N - OM TPLACE ADJUST ALL VALVE BOXES AND METER BOA TO SNISHED GRADE p NSTRUCT OE ALK AND CURB a GUTTER TO TRANS LON TO AND c MN FxiSTx RENOVE O REMOVE EM:TND LANDSCAPE CURD AND CONSTRUCT . FLUSH LANDSCAPE BURR pn REMOVE EMSING DRAE APPROACH AND ADJUST CASTING CHAIN UNR FENCE CAM TO FINISHED GRADE. O SEF ALSO PUN WNSTRUCTON NOTES -O -EX AN A RC 46 4 R `v 344A 6 e r MA LG / s SE DING CBiEET 6 'FOR NEW -,A CON RETE CCNSTRUOTCN < H/ 4 4 44 b r, A DRSORIVE APPROACH - NORTH1. DE RE�DNS,RNCTD, 1.— DRIVE APPROACH - SOU RI 4 scuE i - 5 4 LEGEND — DE OI THOU ELAN (J POP LMOS Or DEMOLITION AC ASPHALT CONCRETE z OEXISTED POreTUND CEMENT cwcreErE RE ANGLE POINT / BEGINNINGPC OF CURVE / W M I NR 0G 'TOLD ENDT •TH SURVEMRG DEACRPMON m °R REACRY EACK OF OMEWALK IN, CTED NA RUSTING COMPETE TB PAINTING MERGO CLIANCUT ED CORNER CP o OF WRVS EXISTING POWER ROM ED y PAINTING TITER MATHE ED ECCE or cuTreR PNSTNG MErHYMAN xR r< N N_ FF TRENDY ROM U y HE FLOWERSIN EXISTING /R Y .O E,LA Zq, _l PLANING PRO STEPSI EXISTING ,d UNEDRAIMIT / 0. z MON MONUMENT RAR METER CC PONE ON ERR WEEXISTED ME / PP PDwRre Pow HE SADPERIY CRE �� z o DEROH RDN MOM ONLY n SANITARY SCREW E, z sw sDE �R RR 32 /" �• QI' z n _ M :� / Iz GO — DEMOLITION NOTES (THIS SNEEI ONLY) J �� / PA DO 5 �DDRDN MCI PRNNum TO show GERH N. sNDw ERSRMD cd� DRs AND uMMs GP o� R _ / — ...— RESEARCH it JI EXISTED OMPAa STILL MERGER N TME oP ENTnR�uoa oRMR Naa � APPURTENANCES, EXISTING G , �MUEPa - %L=4= �... ll iPl 1, HISH MED E UNITS; OF MERGE PEA PASSAGE OF rZE ATPROPERTYp , CHI r7 CONTRACTOR AROUND THE WORK SHALL TO DdEUPWARD r 0 PERS. CONMETS & CONDUCTION. MERCHANT TRACER AND POST UPR BE P ENTIRE EDEN m dDELETERIOUS MATERIALS THE POMMETTER OF �. DEN ORT. AND STREET RECORDEDUT. LOCATIONS UP CE [51 ALLMATERIALS O D PROM DEMOERON BE REACHED PERRY RRPCEND ON N ACCORDANCE MTM ,� LAWS AND ORDNADASEC / I ❑ VSDs CREATED D. DEMOEROM SMALL RE BACKFILLED AND DEMANDED MTH TACT) si �E'/v-0 LIMITS of FENCI WOURE INDICATED AN I DEMOLITION BE PLAML MERGE FREE ANDAMITHANALMMS DRAINAGE INLET TO BE N� d COLDER A=dEARROVER GREM RMO F91 AN EIINDIMOT CATED ON PENN REMOVE LOW CUSH' / ENT TEACHER! UNION RD N E��Ew OR PND ir s H„ DEo AC PL97USPED,CT N f PL �� �Rcm.Vcm sx P. i JREMOVALLIGHT STANDARD FOUNDAYONS A ° E��./ HN FIE SJUNCLUT OMIP �GD���AED NECESSARYTOWHERwA. AII MAINTAIN VEDGE ADDRESS TO ALLEY MR DURATION OF WORK z�^ OF DEMOLIMITSITION Rr, iH, IELL I]�3 I za6Soz If I .. .i.=. w � Q ED N�3 7 t I �� F,NN SE" P e, . PontETYL— _ crr ��rPP um ---- — —w"- 6 u u�, q�O7 ---- .� ° w 1 ED N Li LH LE' i I 1 "- ,. _v_�__ �r.., -- --- I` I NOR H LA��°�O7/OA/ u GRADING. 9iEWGNK ANO PANNG cEYwISnNc unun6EmAi�nPEPionREN4iN �t�oEuaLlnory PrvoiEs oN SNcrr�il xE �N�K� PaoiEci � i � PPEPARm M qac wrnonxcE tnifl Si11E REcw woAnons a me 5d SIX Poaio, PEedvAelm 4uo /� �� QQ coNsmtUci aaxnu�o CFL.ENi cIX1GtErt aAKuwi Pw oEiAl ®" H CAusmun Porenarvo cEMwi ccxcREiE SMWALR FER oEru� pEinw ®HEREx. Q Pa ar aARR rvc sinus vnwnwr NARR xcs nxo RouiEs x nccovonucE x+m ixc vurvs. �i msmrcra xcx aRE ReNo cuE ��iA��®NxwE�x, � � >.i„„� o c�Ns,N��i a Nom, NRE PER �, R R oEEN. / ® �a����r,R.�iE aRa���AN��®n�ai�M �. ��mERi z,. F ,� o �,RNsx .No N=i.LL �iooi �x�RE,E P�km� a�NPER © EA�i xxo Pni�, .�xwi aGN�REn: P.�wi Rw G>r GF RA.ERsaan =rnxon� s E r — � —;� 1 ©EAN��i E�Rnx� �x�RE� �R.,�E AxP �R N�ELL N.o asxxG,�RFACE Pw oEiN�® 12v, h � iN�exN��N � �E w=o �.a ;� �nSn Pc�,NnG,~ Ro.m =x.�� EE no Ns,Eo ,o �„,Rm �R,�E �I / v a ®REewlsmuci ensnxc oRNxn1.E NIEi sm nLso sEVPRAiE unun PLANS. gH ` � ADANCG PL A i NEEI vRocr cRAWiE(oR APPROtlm Ea u) SEE ALso�sEw e2 unutt vuusArtU J � ` ` �� o sw o,�A,F PEANs �R RENia s .R AxN Nn,� NPRGRN.w,s � f: d o N� � .xo x� .LL oE���a� w�N N��� FAc�Pw of . i®xER % I ®F�RNSR„NON�i,�.. xANOG,>PAR y�NPERNEA�exwEx. / I `� ®pA xi non >nvwExi NM1RKNcs vw o[inE e xworv. _ �� ~ L ' `'� /�/ A I N -�� � j .” .q�.. Oasm Amxui caxcR[�E P vEuwi � � �'POSEU I ! vaRiuno cEMwi cw+cRE2 soEWnut s*';��' N` 'E oEsw �tvEnas RiF Rou�E / PRo � / ' B aRoeasu ucxK si on oR C ,M \+ : Qi ca+smucnox xoiE cRno Nc vun scc rxs sxEct / �.s.. �_�. wsnrvc R�ooc sxo�wm�s£uavE s o[scRvnory � u / � rt, Ewsnxc roxErt�roiE Ecm c urv[ I' � as `I ,. &I a� �EA�. �=ow,A� x I � ��, �� �: � `� �� ��� iN�xm mR.A�E . GR �RnoE EREAR RP xN�E aaNi ° d � � "� I � e. �P NP of ��rrw � a P� 9o�gArc.�NE _� �oiWxE � � , �n�NENa�naxP�N��x sx�i= a�; . ,� — --- -----� =�NE,��®�wEw ETAL BUhW NG (14 BB.bSF� FF 3�0.54�. •.• . � i'. 1 ��� � I� I �E � �� E wo�m �.;.. � Px t� ,-. � F,. �— a c z' .� �I M� 67 ] ym h �i • C^ � Z m � z d a � � � a �- a,=m v �� a "` � � �° r -a z ` d � � N � � �Q�� �mo�o ��� WQ�W ���� a �,��° a m MY r. (A) TEMPORARY SEEDING - Wmw r DATE AFTER CONSTRUCTION AGLEAM M�S AN ANY PARTCULAR AREA. ALL CREEPERS MOUND WERE WERE WE NOT BE CONSTRUCTION FOR LONGER TOM 21 DATA MUST BE SPEDED WTH FAST-GERMINATHNG TEMPORARY COLD AND PROTECTEM AM MULCH (E) PAFTER COMPLETION ERMANENT LETONG- ALL AREAS AT OEM MADE MUST BE SEEKS MAIN 14 DAYS ORMAJOR CONSTRUCTION ACnVM, SEEDED AREAS SHOULD DE PROTECTED WM MULCH. (c) I MINIMIZE ME LWITS GTRENEVAI NNORED SGLEMT GONSTRUcnO EQUIPMENT ro TRE PRECISE WORK ARE&2, INSTALL SILT MAKERE ACCORDANCE WTH PLAN METALS, 3 STAKE FIRM ROME roSLOPES PERPENDICULAR N FaMA 4. VEHICLE FUELING AREAS. EQUIPMENT MAINTENANCE AREAS, AND CONCRETE WAGE OUT AREAS SHALL BE CONTAINED MA MORNING.N„cMDMcEWE ME DETAILS MOM BE ME PtANG. Go REAL ME sumuzAnm is ACHIEVED WHEN TELL GRAM COVM PROVEM �RNUAMRT STABUSAnON MR AT MAST 70 PERCENT OF ME FUTURISM SUL SURFACE. EXCLUSIVE OF AREAS VAT HAW BEEN FAVSW rz. TROLS (A) DUST VER POLLUTANT CON BILIZED SW CT ON TRAFFIC MENFRANCE ME ost ENTER AND EXIT ME URPOSE IS TO MAE S17 ATMUD WOULD OTHERWISE SE CARRIED OFF-SITE BY CONSTRUCTMIN TRAFFIC WALSH WOMB ME BE USED AS NEEDED DURING DONSTRUCTON M ROOM DUST GENERATED ON ME SIM. DUST CONTROL NOW BE PROMDED BY ME GENERAL CONTRACIOR M A DEGREE VAT IS ACCEPTABLE TO ME AND IN COMPLIANCE ALL APMFQLE LEGAL AND�ICONSTRUC7ON MANAGER, STATE AFTER CONSTRUCTION. THE SITE WILL BE (As s REDUCEWILL xnAL FOR _B) SOLID WASTE DISPOSAL NO SCUD MATERIALS INCLUDING DSCtlARCED VAN ME SIM NFL STORM WAVE. ALL SCUD WOUTE. INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO ME MI CONSTRUCTION ACMVFTES. MUST SO CUMCTM AND PLACES IN CONTAINED& ME CONTAINERS WE BE EMI PERIODI�LLY BY A COMPACT TRASH DISPOSAL SER"CE AND HAULED AWAY FROM THE SIM, SUBSTANCES VAT HAVE ME POTENIAL FEW MLI SURFACE uuDMR GROUNDWATER GROUNDWATER.MUST BE CONOTTECTIED BY WHATEVER MEANS NECESSARY IN MOM M COMES VAT THEY DO NOT DISCHARGE FROM ME SIM AS AN EXAMPLE. SPEMAL CAPE MUST BE EAERMISSID DURING EQUIPMENT MOUND AND SERACING GARGALLI IF A SPIE E OR MUCH MIS EVENIFCONTAINED AND DISPOSED REQUIRES TING SUBSTANCES WAAo TISO VAT IT KILL NOT FLOW NT, ANND BE DISPOSAL OCCURS.: F SUL IN SISTENT WM T THEY (c) COMPLY WE SHESE ALL LOPERSONNEL INVOLVEDCTOR OR CED SYSTEM Rxa AND & TE SIM TFROUGHOUT ME EMPIEW CONSTRUCTION ACMVRES VA SM17ARY FAMILIES WILL BE PROVED) AT MASS, THEY MUST BE LEMBO BY ME SEEABLE BY A (D) WATER SOURCE - NON -STORM NOPERATOR. WATERR COMPONENTS DE SITE DISCHARGE MUST NE CLEAN WATER. WATER USED FOR CONSTRUCTON. WOOL DISCHARGES FROM ME IBM, MUST ORKINATE TRW A PUBUC WATER SUPPLY OR PRIVATE WELL APPROVED By ME STATE HEALTH DEPARTMENT. WATER USED FORL CONSTRUCTION NAT DICK BUT ORGINATE MGM AN APPROVED PUBUC SUPPLY MUST NOT DISCHARGE MGM ME IBM. IT CAN BE RETAINED IN ME PENCE UNTIL IT ORATEPUs (ELOC-TERM MULTI COROM - SM WR LTM CONTROL MEASURES INSTALLED CURING CONSYMCnON. KIM AILL ALSO PROVEN BENEFITS AFTER CONSCRUCTON, BULK DMMTON BARKS VAT WE SERVE AS SEDIMENTAMON FEVRE& MORE ROCKET BARRIERS VAT 00 NOT INTERFERE MT NORMA- OPERATIONS AND APPEAR TO PROVIDE LONG-TERM BEi CAN BE LEFT IN PEACE AFTER COTSTRUI IS �PLETED 3. CONSTRUCTION PHASE MEAT MANAGEMENT PRECTUCIEV - DURING ME CANSTRUGUOIN PHASE ME GENERAL CONTRACTOR WE IMPLEMENT ME MUMMER MEASURES (A) MATERIAL OK PERMUTES EMOM MESEDLEARAnGxAND NSPURRED MEGATON WILL EE SMCKPI� (B) µE GENERAL CONTRACTOR WE DESIGNATE AREAS MREDU EQUIPMENT CLEAVING, MAINTENANCE. ENME TRI BY A TEMPORARY PERIMETER BETTA, (C) USE AREAOE DETERGENTS OR �RCES, ME AREAS WE BE �SGACEOWASHING S PROHBOM U E, NEHIE.ES, BUILDINGS, SURFACES.PAVEMIST TC). (D) CHEIWH nM.PAlNSOLVENTS, EmnuZERS, AND OTHER LONG MAMMAL MUST BE CORED IN WATEREFROOF CONTAINERS EXCEPT DURING APPIVIETION, ME CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FAULIMS. RUNOW ODNTAININC SUCH MAMMAL MUST BE COLLIECTED, REMOVED MOM ME 97, TREATED, AND DISFP�D AT AN APPROVED SOHO WASTE RE CHEMICAL AMORAL FACILITY. „ HBEA GEDPE \_TUE Or GLOVE � SECTON POOR RraI OCTAL NOTES: 1, FIBER ROLL SPACING TO BE STAKED BY SURVEYOR 2, EXCEPT AS OTHERWISE SHOW ON ME %AN, FIBER GOES MAE BE FINSTAILLED AT ELEVATED OLTF�F DIFFERENTIAL T oR RL INSTALLATION SLOPE IBEROL iSl A LEVEL CONTOUR, ORE ANY DBe ;GST pflWyy(6 POST .... ELECT LE T FAR IS LOPE rEENDEDNcm. J ,tF.,� 0 (uAv)UNI c. 8 rSAME OUR FILTER FAR IS r r 11 - MAMMON RECOMMSEWED WOTR-SDD SECTION ' Nax AST 6, OF FENCE RETELL NOTES;P SUPE % SILL MNG`1, CCNSMUCT THE SILT PENCE ALONE A LEVEL CONTOUR,2 CUT FENCES SHALL EMERY IN PLACE UNTIL ME DISTURDED AREA IS PERMANENTLY3. PROVIDE SUFMCIENT BOOM FELL RUNOFF FIR POND AROUND ME FURS AND ALLOWSEDIMENT REMOVAL EQUIPMENT UP PACE BETWEEN ME SET FENCE AND TOE OF SLOPEOR WINE ORSTRUCTONS, ADULT 12W SO, FT. OF PENDING AREA SHAM BE PROMISESFOR EVER AM DRAINING FIR ME FAIM4. TURN ME ENDS RE ME MOM FENCE UPHILL TO PREVENT STORM WATER MOM FLOWNG5. WAVE AN UNDISTARBED OR �ABILZIED AREA IMMEDIATELY DOM SLOPE FROM ME FENCE7. MEN STANDARD FILMS FARGO IS MUD A NBC MEMO �PPCRU FENCE SHALL HEFASTENER SECURITY LD ME UP SIMPE SIDE M ME POSTS USING HEAVY DOW ARESTAMPS AT MAST I' LONG, TE MRI UP HOG RINGS. SILT FENCESCALE ENEMA AC � TH � �Q A SERIES OF STEEL RuxBLE STRIPS Ga MIx PLACES (MR sMORE) cATE. L HOMES: MONTE AND OTIMP MATERIALS SHALL NOT BE I HE PUBLIC ROADS, DEPOSTON V BANK OR OVER MEANS INTO FLO ME BE ENTERING OR LEAVING A TONSTRUCTON S17 EST, ALLEY. AND SKWA-K OR PASSED ARE& DUMBEA A °dRM T MY VACANRSE T ONLO PA DNT TRAP LARGE MULCH TO COLLECT � WAM WATER CAN CONSTRUCTION TRAFFIC WEREMIR SEDIMENT BECOMES /C`�STABILIZED CONSTRUCTION ENTRANCE (� rmsauc a W W w W W W W —SAN EAOS/GRA L BAGS PLA OGETHER y w ZUNa MATERIAL E) w NOTES:L MET AND OVER OUSTRUCTON POWER MATERIALS PLACED K ME STREET AN ON OVERIMPERVIOUS SURFACES MOM BE CONTAINED WUH SANKABACS BE OVER MEASURED MPREVENT TRANSPORT TO ME SMIRM DRAIN SYSTEM,2. ANY CONSMI MATERIAL STORM OR STOCKPILED ON -SIM SHALL RE PROTECTED MOMKING TRANSP�VTED BY ME FORCE Or WIND OR WALSH3. MSER HOUR MAY BE SCROTUMS FOR SAND SAM /D\MATERIAL STORAGE AND NAME CONCRETE SHALL NOT BE WAMED INM WE SWEET BE 14TO A RE SYSTEM, SNOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED DOWNHIMEST FACILITY DONE CAPACITY TO RCTAIN LQUID AND OWNS WASTE SHALL BE PROVIDO) ON RED FROM CONCRETE AND ASPHALT SAW CUTTING MAE BE VACUUMM OR COTTMEM PICKED PAND DISPOSED PROPERLY. CONEWASTE MANAGEMENT CRTE of AD (THE.) �I DRAINAGE INLET PROTECTION YV�{'iiiii MEL '—MRI CONTAINMENT AREA EMBODIES SWRFAVCFUNING IT HOMES xAu P Ix A A A AwA. RaOM D N AGE COUre56. OAMENT CLAMOR MATERIAL SHALL BE ON SIM AND USED IMMEDIATELY IN ME EVENT /G\VEHICLE/EOIIIPMENT FUELING s u 3 2 . 11 1 EROSION CONTROL NOTES Q FURNISH AND INSTALL LET FENCE PER DEFAI WHERE No CArzD PN PLAN / 0 GRIZZLY MAY BE TBIAIBSTTEUTE� fro GRARE� PDL. MACK OUTTSSHAL GE INCE STALLED ATSTREET NWTI © PiCE SAND BASIS AROUND PATCH BARN INLET IN ACCORDANCE NTM ®® INSTALL CONCRETE WASHOUT AND STAGNDLRDETAILS eANDi(law OTALL E NENT FDELNRAePACTOR r 1 ST CONSTRUCT10N, s CLEAN OUT AN. SEGMENT DEBRs DEPOSATED / NLO THE PATCH BASINS . le Ph Nd ly 11.1 LEGEND — STORM ° of IytETAL �FTA POSED U10ENNG X15 BOb�.� FF=390 54-° �-,x.�TiNCIS c ALAILIC ATP, C K a' s FRI V o �a, w a , ag- ,A W IL a a o a8 a o��oa s /e e. vu ... e .... � v� ° Pr 11 IpIn Z -r IL 2 LA r �oA� /o/,, 018 RT WA1ER/EROSION CONTROL PLAN CAINSTRUCTD CONTROL �— PxoPosED um/DRA GPLACEMENT PROPOSING SILT PENCE — DIRECTOR OF FLOW LL b ° of IytETAL �FTA POSED U10ENNG X15 BOb�.� FF=390 54-° �-,x.�TiNCIS c ALAILIC ATP, C K a' s FRI V o �a, w a , ag- ,A W IL a a o a8 a o��oa s /e e. vu ... e .... � v� ° Pr 11 IpIn Z -r IL 2 LA r �oA� /o/,, 018 RT