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HomeMy WebLinkAbout6.9-325z a C 9'z2D' SPACE (THP) W/ BUMPERS tsc'... r Inn m• 02DR 1� I� O o N N e.OD' SB 1. ALL GRADING SHALL CONFORM NTH APPENDIX J - CALIFORNIA BUILDING CODE AND 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES TO ONE (1) VERTICAL INC. DATED JANUARY 7, 2075. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL WRING j < GRADING AND CONSTRUCTION TO INSURE COMPLIANCE NITIH THE PLANS, SOILS REPORT, 12. DNERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. FDOT MINIMUM DEPTH ARE REWIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 3. GRADING WORK VALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE ` WpH APPENDIX J OF THE CAUFORNIA BUILDING CODE. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL 4. SURFACE DRAINAGE TO BE DNE (1R) PERCENT MINIMUM TO APPROVED DRAINAGE 3 & 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE 5, CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED TOP OF EXISTING AND/OR PLANNED SLOPES. FORTY EIGHT (48) HOURS TO PLACING ANY FILL MATERIAL @> O MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM SLOPES TOWARD TOP CE CUT. W KO UCr V Nc 3� Nc 8 yoO O O D O O O 2' THP �l� �N �• 4' SIDEWALK (TYP) 4Oi3 9 60 �@@J 4 @@y 4@ H /C 4 °CQOuOQ° n° _p- H/C SIGN lSIGN `SEE DETAIL (TYP) a }} al LANDSCAPING CONCRETE PATIO Wry ESS' @i *? ESS I 63.00' 31.29' yry 31.71' 0 i PARK >s �>@ 4" CONCRETE _ ----------- COVERED 2% SLOPE TO 5' FROM WRUNG 6,�'Yg PATiO N n 41.00' 16.W' 25.04 @>@x 4- 0 @i 8 m rc3rVI 12.51Y rc F.F. = 61.58 ICRETE $ $REE F.F. = 61.58 w WAY PAD = 61.08 to H 0 PAD = 61.08 K OVERa2C SAND 4' CONCRETE N I OVER 2 SAND ---�.- -- 360 < z 25.DD' ie.Dd M1g @> 41.00' @> 8 - 13.56' Sgw S ys �.• M w 6 r• g n� St. &5D' 5.00' &SW ��^- b +` LANDSCAPINGm� LANDSCAPING C) �6 4P9ry �g? $ 9ry SEE DETAIL (TYP),, r?lg O®ry 4 -. bpgry ° Q ° ° H1/Ca GN tR/ aSIGN `° °oca° 4' SIDEWALK (TVP) NI 4" THICK CONCRETE DRIVEWAY Nt 4' SIDEWALK (rep) N @4 G RST O O O O� O 4r D O ESO• @4 G @w7 O t�� Q (� O Rr D 6G' 2' TYP 2 TYP Iy `` ✓� ✓✓ 65I �� S> 5 + 3&511�. & W 7JNN' 9'X20' SPACE (TYP) w/ PUMPERS N8931'28'W 19106' D.2DR 9'x20' SPACE (TYP) w/ BUMPERS f yyy N� I� ,z iv N8931'28°W I SEE ABOVE RIGHT FOR CONTINUATION aFTRAVELESSABLE PATI OF TRAVELI SK 6� hS 60 k9 FLOWDOC.NSI 02277377 f °• ° 0o Q I I 'A' \\1 6d� GRADING NOTES 6.33% MAX SLOPE 1. ALL GRADING SHALL CONFORM NTH APPENDIX J - CALIFORNIA BUILDING CODE AND 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES TO ONE (1) VERTICAL INC. DATED JANUARY 7, 2075. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL WRING j < GRADING AND CONSTRUCTION TO INSURE COMPLIANCE NITIH THE PLANS, SOILS REPORT, 12. DNERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. FDOT MINIMUM DEPTH ARE REWIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 3. GRADING WORK VALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE ` WpH APPENDIX J OF THE CAUFORNIA BUILDING CODE. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL 4. SURFACE DRAINAGE TO BE DNE (1R) PERCENT MINIMUM TO APPROVED DRAINAGE 3 FACILITES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE 5, CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED TOP OF EXISTING AND/OR PLANNED SLOPES. FORTY EIGHT (48) HOURS TO PLACING ANY FILL MATERIAL 15, ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT O MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM SLOPES TOWARD TOP CE CUT. DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA WILDING CODE AND CERTIFIED BY TESTS AND REPDRT FROM SOLS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT A OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FELL AND 114E AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES 9. FACES OF ALL OUT AND FILL SLOPES SHALL IN EXCESS OF 5' BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT- (NO) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM GVII&A THAT A STORM WATER POLLUTION PREVENTION PLAN (Sill BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICATION (Ill NUMBER 5F-15C37979D HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. THIS PLAN IS NOT A SITE UTILITIES APPROVAL RETAINING WALLS REQUIRE SEPARATE PERMIT 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION. THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE OVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT 661-326-3049. COMPACTION TEST NOTE- COMPACTION TESTS SHALL BE THE RESPONSOLTY OF THE SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2X MAXIMUM SLOPE RATIO FROM BAC( OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR 2' BEHIND THE SIDEWALK WGERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-BDD-227-260D) Z 16. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE. CULTURAL RESOURCE$ ARE UNCOVERED II� THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTIORTIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST. o I p c F r 14 FOAO 1 ap AP Z! 25 IN 29 2e e] ae SITE a LOCATION MAP lu N.T.S. BENCH MARK USED TOP OF CONCRETE MONUMENT IN LAMPHOLE O INTERSECTION OF EAST PANAMA LANE AND SOUTH UNION AVENUE a". - 361.36 U.S.G.S. BENCH MARK SET RSH (CA) DIwitao PARIONG NE CORNER CONCRETE ENCASEMENT O INTERSECTION OF ,96N LOCATED IN FRONT OF EAST PANAMA LANE AND SPARKS STREET ALL ACCESSIBLE STALLS ELEV. - 362.32 U.S.G.S. R7-68 NM AC LE. BASIS OF BEARINGS suN LOCA ISO IN ANNI OF THE BEARINGS OF NBM'2WW FOR THE C/L EACH VAN ACCESSIBLE SPACE. OF BAST PANAMA LANE PER PARCEL MAP 91x12" SIGN STATING'MINIMUM N0. 1=0 PER PARCEL MAP BX 55, PG. 309 R NE 1230' LOCATED M FRONT OF r�r', ALL ACCESSIBLE PARKING STALLS L`ti\D " STEE1 PIPE, ROUND 0R .ARL SET M CWQTEIE ALL GRADES SHOWN ARE TO FINISH CONCRETE OR PAVING SURFACES UNLESS OTHERNISE SHOWN MN TO CURB FG =FINISH GRADE ON ADJACENT PROPERTY ( ) - NATURAL GROUND ELEVATION LIE TOP OF CO,VC FIG ADD 3DD.00 FEET TO ALL GRADES SHOWWN rRBCIND SURFACE ©BEST MANAGEMENT PRACTICE SEE SHEET 2 HC PARKING SPACE SIGN © ® ® OARE PLAN PERMIT NO. SEE EB177-40000014 +0.43" I yx 60, 808y 4.9R "r.36 2R -'••°4 2R 2tR r - z 8" 4' VADE x 6" THICK 0.25' TYPE 'A" ASPHALT CONCRETE STRIP GUTTER w 2' INV• O'W 1D 96R MAX REL. DENSIIY� 4' THICK CONCRETE SDE. DRIVE AISLE 020, TYPE "A" ASPHALT CONCRETE The GRADING PEAR as sM .r en this drawing is Approval approved, MID AGGREGATE BASE R = 78 MIN. s sct to any indicated ccr ,�acditions. Approval bythe Public RW NATURAL GROUND COMPACTED L +ks Departmemano Building Department indicates approval only as TO 0% MAX. REL DENSITY 1,aesign criteria used and conformance to City Standards. Codes and @r.mances. Engineer for the subdivider or devolopershallberespon- BECTION "A' - 4AA I Bible for accuracyofcalculztmnsunthis plan and shall submits cedtlied "as -graded" plan after completion of the grading. SEE BELOW LEFT FOR CONTINUATION OF ACCESSABLE PATH OF TRAVEL ' 60� W a n WA EAS ENT C N .021 77377 M 1� a N 2D' id 2D' @ >0 1 0 dF'2�tu ©BEST MANAGEMENT PRACTICE STABILZED CONSTRUCTION ENTRANCE 1" = 20' EAST PANAMA LANE 1w 2% MAX L TOP OF RAMP 6.33% MAX SLOPE -- SR MAX 4"J- FOR 4, MIX fi' SECTION B -B HC RAMP DETAILS 4,N • •1111. T -W' i" Z Dort to 5 mm )�IOP DIAMETER d � M23 Thin (D.9 Z yn'i BASE DIAMEETTEER � Q 42 mm (1.88') Q CENTER TO CENTER .� p O o f 80 mm (235') a W RAISED UTRL�UCUNNCATED Q DOME PATTERN (IN-LINE) z Z DE�CTABLEWARNING�RFACEWARNING�RFACEW NOTES: a- U L THE RAMP SHALL HAVE 12' NIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4' LLI O.C.. SEE GROOVING DETAIL THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE O BROOMED SURFACE TEXTURE ROUGHER THAT THE SURROUNDING SIDEWALK. � Z. 2 CURB RAMPS SHALL HAVE A DETECTABLE r C WARNING SURFACE THAT EXTENDS THE FULL L Wo WIDTH AND 914 mm (3' 0*) DEPTH OF THE RAMP. THE EDGE SURFACE NEAREST STREET ry �ie SHALL BE BETWEEN S" AND 8" FRI1.- W/ 3. TRANSITIONS FROM RAMPS TO Wpb � I��, 1.=.- - U'yi GUTTERS OR STREETS SHALL BE FY.I1Sk4aa­ f,G FREE OF ABRUPT CHANGES. Ua I" ImoV QLI� U� SUBDIVIDER / 0191 EAST PANAMA MI6 Ill M24 004317 VILLAGE CRCIE SOL It SMIrA BARBARA CA 09108 � (� B05 -Egli DLT 14 T REFERENCM PEFIKU NO.817,40000014 LL CITY T NO. 0 y-I'IV 10ow l7 TwH M � r Of j < N O 2 m ` w I 3 O W � W KO UCr V Nc 3� Nc 8 i" Z Dort to 5 mm )�IOP DIAMETER d � M23 Thin (D.9 Z yn'i BASE DIAMEETTEER � Q 42 mm (1.88') Q CENTER TO CENTER .� p O o f 80 mm (235') a W RAISED UTRL�UCUNNCATED Q DOME PATTERN (IN-LINE) z Z DE�CTABLEWARNING�RFACEWARNING�RFACEW NOTES: a- U L THE RAMP SHALL HAVE 12' NIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4' LLI O.C.. SEE GROOVING DETAIL THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE O BROOMED SURFACE TEXTURE ROUGHER THAT THE SURROUNDING SIDEWALK. � Z. 2 CURB RAMPS SHALL HAVE A DETECTABLE r C WARNING SURFACE THAT EXTENDS THE FULL L Wo WIDTH AND 914 mm (3' 0*) DEPTH OF THE RAMP. THE EDGE SURFACE NEAREST STREET ry �ie SHALL BE BETWEEN S" AND 8" FRI1.- W/ 3. TRANSITIONS FROM RAMPS TO Wpb � I��, 1.=.- - U'yi GUTTERS OR STREETS SHALL BE FY.I1Sk4aa­ f,G FREE OF ABRUPT CHANGES. Ua I" ImoV QLI� U� SUBDIVIDER / 0191 EAST PANAMA MI6 Ill M24 004317 VILLAGE CRCIE SOL It SMIrA BARBARA CA 09108 � (� B05 -Egli DLT 14 T REFERENCM PEFIKU NO.817,40000014 LL CITY T NO. 0 y-I'IV 10ow l7 TwH BEST MANAGEMENT PRACTICES (BMP's) General Notes 1. Rear m rra9an ne raucvo'm+ ,amt' %ammo iw r+ ", re,ea r r r ray tS Altemote methods prwWi'ng *quit ", 9re n r pratection Amoy be 'Hired. For In ttepth inform Mian an flip, refer to the cofryomia Storm Weer BMP Ha'abaaks awibbfa M www,cobmphor4wko^.cam, Cohiarnra Oepartrrrent of 7mmoartafian Gays Mian Ste BMP Fact Sheets at www.datao.gav/hq/consfucfstamwatar/Poctslream.ntm and/or 4WEPA BMP Fact sheet d http://Wpubepa9ov/npdes/stamwoter. 2 All asestrueN'n dch'wty~ as oboes eya I, occsms ce with a 4sy ni ois PaXuds, Prevention Plan (-WPpp) developed ons impyboadead in ca lasiose with the naammonts of the Mahone P,YXMa ' Otscbarge EXminatlin System (#MEF) Construction Oeneml Permit Order Na. 2009-009-9WO and As am.nded by Order No. 2010-0014-lhlli J. Me, SWPPP shat., a. ldeMify potential Fa iatant source^ and Irxlude the design any, pksament of silo's to efooirefy prshrblf fns entry of p.Onants from the Oidd Offen alae onto the street anF/ar Ian a Mann drain system dudng oanstmaAm. b. Be kept an stte are amended to revisal changing canaries threughuat the course of canelrucliou. c. be kept up to dote. Any od Massial updates mausolve by agemy repmsantab've are to be mod, mmea`aeb, 4. Nan-5ta lento dkchorges are pmhibitad from omedog any storm bran system are%r .&Oat. S btleass sa a amwed ground water ramie o d4echar9e permit from the Stole of CoMomia Region^ Water Ovally contra board (RW?CBI. B. Pollutants aha% by removed Ham storrnwaler iicowdy, to the Maximum Extent proctkobie (MEPP through dasign & inrp/amemo6an of tna sasep. l A Maeby crew hr emergency wok 9baf be. ovailobie at oX times during the at weather eeosan, which is opkbiv OM 1 throagh May 30. Neeessay materia/, shat be ovaikrbie an ole ore sh+nkpd'ed of mnvodai t !.Moons As faclb7Me rape construction of emergency device^ when ran is adrobeM. 6 Pwtoble s teary f"AYAes Pial be lacoted an relatively leve/ ground away many trod', orens, drancge courses easy oro, drMn Inlets g. EmpMJacy,, subeandootos prod suppler, shalt he educvted an at/ BMP', ln,&AQyV odionte waste sMrsge and depned procedures. 10. Aso contra/ practices shpW yrM o Eery prevent a net uu naso of ,se'me d load H sAirmsetar ,sciage. Notes. 1. Leaking vehicles and equipment shall not be allowed onsite. Equipment and vehicles shall be inspected frequently for leaks and shall be repaked'lmmedrate/y, Clean up spit/s and leaks prompt/y with absorbent materialsdo not flush with water. 2. Vehicles and equipment shall be maintained, and mpalrod Onsite only in designated areas. Prevent run -an and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. 3. Oeslgnote onsite vehicle and equipment mainteionas areas, away from storm drain inlets and watercourses, 4. Always use secondary containment such as a dram pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legally dispose of used oils, fluids, lubricants, and batteries. 6. Provide spill containment dtkes or secondary contolament around stared all, fuel, and chamtcal drums. 7. Maintain on adequate supply of absorbent spill cleanup materials in designated area. 8. It is the contractors respansibllity to regidady inspect the vehicle and equipment mainfenanca orea(s). Aha Mote L*aQ TII�aY.d�E<I T MAINTEMNCE -4REAS Condiment Area Alot6S. _ 1. Fuekirg shall be performed in a designated area, away from drainage courses. 2 Absorbent cleanup material shall be on site and used immediately in the event of a spill t 3. Drip pans or absorbent pads shall be used duan vehfale and equipment fueling, unless the fueling is performed over an impermeable surface in a i dedicated fueling area. 4. Dedicated fueling piens shall be protected from storm water run-on and i runoff, and shall be located at least 50 feet from downstream dronage faciltlas add watercourses. fusling must be performed on levo!-gmde areas. 5. protect fuekng arses may berms and/w dikes to prevent run-on, runoff, and M contain sails. VELIICLE1 EQUIPMENT FUELING Direction at flow L Sandbag./Gravel^• bogs to .Hack of sidewalk overlap onto curb Catds Burls 1 seaof curb Gam lniaT dd sue// o Plan .3ma,VrOMivWea. bogs' sae � � �t� eaa aloe awdoore"wanP. • Spillway elevation eholl /Cute inlet matob top of euro r-� T ,y -,e „_.;L-.--. r--Sidewoik n 6' Mal N = R' Nim. Catch Hawn '.x#�s 1 = Svasa. j\ SECTION Notes. 1. catch Basin/Inlet protection shall be installed wherever there is. o patently/ of stormeater'or non-stamoriater being diecharead into it. 2 Inlet protection is required along with other pollution prevention measures such as, erosion contrd,, soil stobilizotlo A and measures to prevent tracking' onto pared surfaces 3 Modify inlet protection as needed to avoid creating traffic hazards. 4. Include miet protoaken measures at hillslde v -ditches and miseommge swakeer. 5. Inlet protection shall as kdapected and accumulated sediments removed. Sediment shall be dlspassd of properly and in a manner that assures that the sediment does not enter the storm could system 6. Damaged bags shall be replaced 7mmaddle/y. 7 Additional sandbag sediment imps shall ba placed at flltorvl, as maIicated on site Pial 'A-)CATC-H diA/.iIN11 PEW PtLil[Li STIO1{` NO es: 1. Sediments and other matorla/s shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be slebrtlzed so as to prevent sedanants from being deposited Into the public roads Sediment I= on the roadway must be swept up immedWMfy and may net be washed down by Iran or mbsr means .into the storm drain system. See Type 1 and Type 2 ddtaile.. 2. StabiFzed construction entrance shall be: o. Located at any pont where Wrc wit! be entering or leaving a construction MY, to or from o pubic light of way, street. "ley, and aldewafk or parting area.. b. A series of shad) plates with 'fumble strips" and/or nolo >3" to f6" crashed aggregate with length, width & thickness as needed to odegaatery prevent any tracking onto paved surfaces'. 3 Addmg a wash rock with a sediment trop large enough to collect all wash water cyan greatly improve efficiency. 4. All vehicles accessing the conebuctlon seo shall uh5ze the stabilized construction entrance sties a. Remove aN sediment deposited on paved roadways immediatefy. b. Sweep paved areas that recevw construction traffic whenever sediment becomes vicibJd. c. Poponzent woAker with water isoohb't d if it results in o discharge to the storm dram system. _ }STABILIZED CONSTRUCTION ENTRANCE/EXIT /bar dl w oda ria d^ m00� 4 n mmreta ENTRENC WNT DE?ALL N.T.S. TYPICAL FlBER Will WSTALLAAMI as Notes: 1. Pace along the toe, top, face, and of grace steaks of exposed and erodible skypo& 2. Place on the down-slope of exposed soil areas. 3 PJcce around temparary stockpiles. 4. Place obng the perimeter of a pmiect. 5 Stopes greater than 1:5 /nay rsqumw the use of 20 rhe diameter fiber rolls at the top of slopes. 6. Fiber rely, shalt ba either prefabricated or rolled tubes of erasion control blankets with a minimae 8 inch diameter. 7. Slopes 1:4 Or flatter require fiber rolls to be placed no more than 20 feat apart 8. Slopes 1:4 to 1:2 require fiber rolls to be placed no more than 15 feet apart. 9. Slaps 1.2 or greater require fiber rolls to be placed no more than 10 feet 10. ser roes shatf be placed in a 2 to 4 inch deep trench 11. gboden commercial grade stakos, sp",Y i" chaff be used to secure the fiber roll M the ground surface. Stakes slid// be a minimum length of 24 aches and driven o minimum of 12 inches. 12 A single -stoke installation requsss the stakes to be placed no more than 2 feet ^port. 13 If more than and, fiber M/1 !s placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot �f FIBER BOLL 4VKrazan& INC. 0 G I C9NjWooYAM TE$1tXG A 3M8TE[Tt4N ', ikamter e-gilfi.. sriNnjaeCNa�i3SIYf Aft sousafak ccc 3301UWeeEaz&nfvx, Sate IIS CakRmusa}My kG PaFinabarYhWaiBa�awia$ R "i4aafTBRY xdC.Pes�aJ.ae& $ireot CW Dpasir.Rhta Is asosboye, "ah bre 0404 se Any ."aft a es iresee' 6mmtlWieai istretss invseflynlonHm wile. £bares+ll9ofgUeimaai�Ama[a1P+4etted3efbe'IDfi sapoR IPyoabaw Ny aiEwwmeyteffifiama eari9rmn. plass aaaabappaW mmaaNlaa offwa(66P)6374/1IP. Huyvabl,istanklA 8BA2AN t hB,%aETAT'a'rNR'� dA Cvgitmer As54672 fBa - NNp " T3xR'eaweU,ahtra lmSdeA. CA yAaya{a6O83F0m•>m:O6D&iYAiBf muuanmafitiwsgz. Containment 1, Excess and waste concrete shall not be washed into the street or into a drainage systema 2. For woshout of concrete and mortar products a designated containment Mef%ty Of suffinent capadty to retain liquid and solid waste shall be provided on site and disposed of properly off site. 3 Slurry from concrete and asphalt saw cutting shalt he vacuumed or contained, dried RACAWd UP and disposed of property. Ct NCRE,TE >Pt'ASTE iANAGEMEW 4MKrazxi&ASSOCIATE5, INC. GEOTECHNICAL MGWEEBING • ENleary.ENTAI ENGNela.aG CONSTRUCTION TESTING & INSPECTION Duerabw2,2016 KAnaJam No.O2Dt6123 P Y G£O'd'£C8N[CAT. FJaGI[,f@BBBaG II(iViSTTGA440N - PBOPGSitDRwOfar1W BSVpp.QPdeifv' t' 48AUpC99&Y9 YANAB,A I.ANR dtSPARRSBTRFL"t aAJ�ABF�T.B,cArdBHaPAn Tn{a m,M Poa Assy a.. rMaysbas Ctmphlofl opappeops, looboappaohr the papas, Buds., days,,wmt WvuMW a5 Del MS As las to and 9 the ballast aomv of Passes hma AW Spek9 Street Is Isdabo N, coGhnm. 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