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Home My WebLink About6.9-275 (2)PROJECT: NEW WAREHOUSE BUILDING APN 006-540-47 SITE ADDRESS: 135 HAYDEN COURT GRADING PLAN GRADING PERMIT #18-40000035 SPR# 17-0367 HAYDEN CT .4 �1 x ,. (N89'44'15"W) PER PM8016 G =fid A AA ya C-2 -' EXIST. EP SAWCUT AS/IST, EP SAWCUT AS �i - EX AC PAVEMENT — — — — — — 0 REQUIRED TO ALLOW FOR N \ REQUIRED TO ALLOW FOR NEW CURB & GUTTER ` I NEW CURB & GUTTER i PROVIDE SANDBAGS PER. . . . . . . NPDES BMP PLATE A — -- - - ---t EX C& -- - - - -- _ Q6, 91° •, ;'�°o.� C t«° a — .. .._ �p0 .:_, °RO'- — •------- ---- - ----- -- -------- ------------ — -- — u�f9r�. ^ �°'. '•"^.� - -u�, F;— T� `y P�'-- — , c o a < °, .x ° . ° d r4y >` x m rco� x x - ----------- ------ -- `rte , ° e ° ¢ ss a a ---- L y, x _ro ? !_--4 - - -- - - ro �'a` ro ?s I q to _ oo�o .° 0' `2d a °.. 0° OrO.� d °. S,L �9r - 402.0 a '95---- - °J °;d ej�v ° _ '---EX. ° 40, y NEW SIDEWALK ,. �o`, 'o° °.; N rc GRASS oo _ �\ -- - --�s� ao w c s ti O o ° n o c ..� — 5 N .?� c� ------- < ---- �I -- S be -:,- xG L� tx° a° , n ° `•''' c9 AREA �G p - / ° / N qy' ?2 --•-�— �o ko �TC ' sfi' 220.360 °°N °oo-J oo°oo ° 'N r - - PROP TY LINE -- .ro °iE c ,�,° N89' 44' 15.00"W x � �' '? 402.0 r� _ -•': t\° O R/W �. �? Rn_ � C"! R �W ? - 1 l - f 402.5 �Z� X 40257 -. . MJ r -Lr\ lrCRllF llitllC VF UVtV1r-LlM14liC r\LI.VRUCU VI.IVDLR JV, w.VV r- 1989, IN BOOK 6308, PAGE 1334, OF OFFICIAL RECORDS, POB PER BEING A DIVISION OF PARCEL 6 AND 7 OF PARCEL MAP NO. PARCEL MERGER 02-119 8016, AS PER MAP RECORDED DECEMBER 24, 1986, IN BOOK 34, PAGE 35, OF PARCEL MAPS, ALSO BEING A PORTION OF THE SOUTHEAST QUARTER SECTION 30, T.29S, R.28E, M.D.M. IN THE COUNTY OF KERN, STATE OF CALIFORNIA. AS PER THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE 2" IRON PIPE AT THE SOUTHWEST CORNER OF PARCEL 5 OF SAID PARCEL MAP NO 8016; THENCE SOUTH 89'41'20" EAST ALONG THE SOUTH BOUNDARY LINE OF SAID PARCEL, 226.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'41'20" EAST, 220.36 FEET TO A POINT ON THE WEST LINE OF PARCEL 7A OF SAID LOT LINE ADJUSTMENT NO. 279; THENCE NORTH 0'15'45" EAST, 101.45 FEET ALONG SAID LINE TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF HAYDEN COURT; THENCE NORTH 89'44' 15" WEST ALONG SAID LINE, 220.36 FEET TO THE EAST LINE OF PARCEL 5 OF SAID PARCEL MAP 8016; THENCE SOUTH 0'15'45" WEST ALONG SAID LINE, 101.26 FEET TO THE POINT OF BEGINNING. BLDG WALL - SEE ARCH PLANS 103.00 FF -2% GB VARIES - f CC CROSS SECTION SCALE: 1 "=10'- • 9-41' 2fl.00" -0.25% -0.26% O ---- -.AVv 7% 230.360 — EXQQ PROPERTY LINE �— EX FENCE Y FENCE GRADING PLAN )RTH SCALE: 1"=10'-0" MATERIAL UST CITY RIGHT OF WAY ONLY NEW 4" SIDEWALK = (700 SF CURB AND GUTTER = ±137 LF 4" ADA RAMPS AREA = (205 SF 6" CONIC. X -GUTTER = (505 SF CROSS SECTION SCALE: 1 "=10'- r w a PROPOSED WAREHOUSE BUILDING F.F. 403.00 c 403 402 — — 401 — — 00 -, a 399 - - - - 398 - -- — - — — — — — - — — - — - — - - -- 397 — — — - - — - — — — -- - — — - — — -- — - - - - OVER EXCAVATION - REFER TO SOILS REPORT CROSS SECTION NOTES: REFER TO SOILS REPORT, SOILS ENGINEERING, INC. #17-16519, FOR THE REQUIRED SURFACE PREPARATION/ SITE GRADING REQUIREMENTS. D 7 w�z J. }I D- w � a Q•O� a - o0. • z I • 30' TO CL — 12' —��- 8' 5.5' 401.79 TC 7.� _EXIST. C&G, SCALE: 1-=1 - 402 2_ a R/W N I PROVIDE , CONSTRUCTION � I ENTRACE/EXIT PER NPDES BMP o PLATE C N t--------�� I O\ice p. i GRADE BREAK i101 I -1.74% 405NEW 6LJ o CURB 25' w J o O a v � ,n ! G I Ln .72% 1\ - o O O CONCRrTE WASTE MANAGEMENT AREA PER NPDES' BMP PLATE FI --T-------J ; PROVIDE MATERIAL N STORAGE AREA PER o NODES BMP PLATE E 1 L�------- o JI C —1.55% V EQUIPMENT MAINTENANCE AREAS PER N1 DES BMP PLATE 8 L---- __ a , GRADE BREAKCf - _ _ 's f aL N ! o 0 - o 0 CV ( G 1 AO L° ppr BENCH MARK NATIONAL GEODETIC SURVEY MONUMENT PID - FU 1596 NAD 83, SPC CA 5 N2,323,291.51, E6,262,616.27 ELEV. 409.9 FT BASIS OF BEARING: THE BEARINGS OF N89'44'15"W SHOWN FOR THE CENTER LINE OF HAYDEN COURT, PER PARCEL MAP 8016 FILED IN BK. 34, AT PG. 35, WAS USED AS THE BASIS OF BEARING FOR THIS MAP. ESTIMATED EARTHWORKS QUANTITIES: CUT 767 CUBIC YARDS. FILL 130 CUBIC YARDS. THE ENGINEER MAKES NO WARRANTY ON THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS/HER BID ON. AREA DISTURBED VALUE AREADISTURBED = ±25,242SF SITE IMPROVEMENTS *VALUE = ±$121,356.00 *NOTE: BUILDING AND ITEMS ASSOCIATED NOT INCLUDED. CC PROPERTY LINE The GRADING PLAN a; shown on this drawing is hereby approve j, subject to any indicated cc rrections or additions. 'Rpproval by the Pub k - Works Department andf4ftng CrepaKr*nt indicates approval only; G; to design criteria used at cconformance to City Standards, Codes ar d Ordinances. Engineer for 11 le subdivider or developer shall beresponsibe for accuracy of calculatto i i for this plan and shaft submit a certified 'a ; graded' pian after compl Ion of the grading. APPROVED BY. %i �..✓ � tr ,lQ C Public Works D(I)artment Date Binding DPnarir,.,,t Date / NORTH 0'1 5' - 10' 20' z O W SCALE: •a Ia 49.07' 4° MIN. CONC. SEE ARCH — — PLANS VARIES W GS WU) CROSS SECTION SCALE: 1 "=10'- • 9-41' 2fl.00" -0.25% -0.26% O ---- -.AVv 7% 230.360 — EXQQ PROPERTY LINE �— EX FENCE Y FENCE GRADING PLAN )RTH SCALE: 1"=10'-0" MATERIAL UST CITY RIGHT OF WAY ONLY NEW 4" SIDEWALK = (700 SF CURB AND GUTTER = ±137 LF 4" ADA RAMPS AREA = (205 SF 6" CONIC. X -GUTTER = (505 SF CROSS SECTION SCALE: 1 "=10'- r w a PROPOSED WAREHOUSE BUILDING F.F. 403.00 c 403 402 — — 401 — — 00 -, a 399 - - - - 398 - -- — - — — — — — - — — - — - — - - -- 397 — — — - - — - — — — -- - — — - — — -- — - - - - OVER EXCAVATION - REFER TO SOILS REPORT CROSS SECTION NOTES: REFER TO SOILS REPORT, SOILS ENGINEERING, INC. #17-16519, FOR THE REQUIRED SURFACE PREPARATION/ SITE GRADING REQUIREMENTS. D 7 w�z J. }I D- w � a Q•O� a - o0. • z I • 30' TO CL — 12' —��- 8' 5.5' 401.79 TC 7.� _EXIST. C&G, SCALE: 1-=1 - 402 2_ a R/W N I PROVIDE , CONSTRUCTION � I ENTRACE/EXIT PER NPDES BMP o PLATE C N t--------�� I O\ice p. i GRADE BREAK i101 I -1.74% 405NEW 6LJ o CURB 25' w J o O a v � ,n ! G I Ln .72% 1\ - o O O CONCRrTE WASTE MANAGEMENT AREA PER NPDES' BMP PLATE FI --T-------J ; PROVIDE MATERIAL N STORAGE AREA PER o NODES BMP PLATE E 1 L�------- o JI C —1.55% V EQUIPMENT MAINTENANCE AREAS PER N1 DES BMP PLATE 8 L---- __ a , GRADE BREAKCf - _ _ 's f aL N ! o 0 - o 0 CV ( G 1 AO L° ppr BENCH MARK NATIONAL GEODETIC SURVEY MONUMENT PID - FU 1596 NAD 83, SPC CA 5 N2,323,291.51, E6,262,616.27 ELEV. 409.9 FT BASIS OF BEARING: THE BEARINGS OF N89'44'15"W SHOWN FOR THE CENTER LINE OF HAYDEN COURT, PER PARCEL MAP 8016 FILED IN BK. 34, AT PG. 35, WAS USED AS THE BASIS OF BEARING FOR THIS MAP. ESTIMATED EARTHWORKS QUANTITIES: CUT 767 CUBIC YARDS. FILL 130 CUBIC YARDS. THE ENGINEER MAKES NO WARRANTY ON THE ANTICIPATED SHRINKAGE FACTOR. THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS/HER BID ON. AREA DISTURBED VALUE AREADISTURBED = ±25,242SF SITE IMPROVEMENTS *VALUE = ±$121,356.00 *NOTE: BUILDING AND ITEMS ASSOCIATED NOT INCLUDED. CC PROPERTY LINE The GRADING PLAN a; shown on this drawing is hereby approve j, subject to any indicated cc rrections or additions. 'Rpproval by the Pub k - Works Department andf4ftng CrepaKr*nt indicates approval only; G; to design criteria used at cconformance to City Standards, Codes ar d Ordinances. Engineer for 11 le subdivider or developer shall beresponsibe for accuracy of calculatto i i for this plan and shaft submit a certified 'a ; graded' pian after compl Ion of the grading. APPROVED BY. %i �..✓ � tr ,lQ C Public Works D(I)artment Date Binding DPnarir,.,,t Date / NORTH 0'1 5' - 10' 20' O SCALE: 1"=10'-O" Cit/ Records No. ADVANCED CACI SERVICE 82:12 CRESMDGE CT BAI03RSF LD CA11FORNN}A 93313 (881 }498-8.143 moanto cjr®yoh=ooxom r Exp. 6/30/19 d -e Ta All infor—tion the L s . on the specified se, oth—iseth P"Mi on of Wgue -.-alars the.. d , o d dl d bresponsible f II -1, s o the job and this y 2riations tram the dst o by these t holt b, subrrutted to this before : oceetl ng with t -ic Ain 11 t- n :ITI'I�f tiL SQ/1i::�FN7 Drawn: MPH Che.:ked: JMP DATE: 05/24/18 1 REV 1: 08/08/18 REV 2: 08/25/18 REV 3: 09/07/18 Job No. 18-210-0' C>i 1 OF 3 U') O M 0 W WU) LLJ 0 Y 4L < 00W W r) Lj r ' V r Drawn: MPH Che.:ked: JMP DATE: 05/24/18 1 REV 1: 08/08/18 REV 2: 08/25/18 REV 3: 09/07/18 Job No. 18-210-0' C>i 1 OF 3 GRADING NOTES I . ALL GRADING SHALL CONFORM WITH CALIFORNIA BU|U}|wC CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT B, SOILS ENGINEERING REPORT #17-16519, FOR THE REQUIRED SURFACE PREPARATION/ SITE GRADING REQUIREMENTS. z. "HE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS' SOILS REPORT, 3PEC|F|CAT|0m3, AND CODE vwTmw HIS PURVIEW. J. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH ApEwD|x J OF THE CALIFORNIA BUILDING CODE. 4. SURFACE DRAINAGE TO BE ONE (1 %) PERCENT MINIMUM TO APPROVED DRAINAGE FAC11TIE5' EXCEPT AS wm|vED BY THE BUILDING OFFICIAL. 5. CIVIL EwG|NEEn, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING Or AN, RLL MATERIAL. 5. ALL FILL TO BE COMPACTED TO A W|w|MUw OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 3305 Or THE CURRENT � CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS � ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 3!X E3 IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. O. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF 3|X (5) INCHES. 9. FACES OF ALL CUT AND F|U' SLOPES TO BE SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED A8mw3T EROSION. lO. ALL CUT FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. ll. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. D,vERTER TERRACES (SWALES) WITH THREE (3) FEET w|N|WUw WIDTH AND ONE (1) FOOT w!w|mUw DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPESvxHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13. ALL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BEwEYED AND BENCHED TO SUPPORT FILL. 1*. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF -EXISTING AND/OR PLANNED SLOPES. 15. A^L SLOPES IN EXCESS OF THREE (3) FEETW|m|WUw WIDTH AND ONE (1) FOOT M|w|WUw DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD Top OF CUT. I CONSTRUCTION NOTES 1. ANY MODIFICATIONS OF OR CHANGES IN APPROVED GRADING PLANS MUST BE APPROVED BY THE ENGINEER. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE PLANS. NO CHANGES ARE TO BE EXECUTED WITHOUT APPROVAL FROM THE ENGINEER. 3. 7HE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM THE WORK AND IS RESPONSIBLE FOR SUPERVISION AND DIRECTION OF THE WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE 4. ALL EARTHWORK TO BE DONE PER REQUIREMENTS OF THE SOILS REPORT AND CITY OF BAKERSFIELD STANDARDS. 5. THE CONTRACTOR SHALL CONTACT USA 48 HOURS PRIOR TO START OF ANY WORK. 6. DIMENSIONED VALUES AS SHOWN ON THE PLANS TAKE PRECEDENCE OVER SCALED 7. ESTIMATED EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE FOR RAW VOLUMES. NO ALLOWANCE FOR SHRINKAGE OR OVER -EXCAVATION HAS BEEN INCLUDED. CONTRACTOR RESPONSIBLE TO HAUL -OFF EXCESS MATERIAL. 8. THE MINIMUM CONCRETE PAVEMENT SLOPE SHALL BE 0.25% 9. THE MINIMUM AC PAVEMENT SLOPE SHALL BE 1 % 10. THE MINIMUM DIRT FINISH GRADE SLOPE SHALL BE 2% 11. THE MINIMUM AGG. BASE FINISH GRADE SLOPE SHALL BE 1% 12. ALL FINAL GRADES AS SHOWN ARE FINISH ASPH AL T/CON CRETE PAVEMENT GRADE, UNLESS OTHERWISE INDICATED. .13. EROSION PROTECTION TO BE PROVIDED AS REQUIRED TO ELIMINATE FLOW OF WATER OVER TOP OF SLOPES. 14. CONTROL OF DIRT ON SITE DURING SITE PREPARATION SHALL BE THE RESPONSIBILITY OF THE EARTHWORK CONTRACTOR. 15. UNUSABLE MATERIAL SHALL BE REMOVED FROM THE SITE OR DISPOSED OF AS DIRECTED BY THE OWNER. 16. DUST CONTROL SHALL BE ACCOMPLISHED BY A METHOD APPROVED BY THE COUNTY. 17. THE CONTRACTOR SHALL USE EXTREME CAUTION DURING ALL EARTHWORK ACTIVITIES BECAUSE OF UNDERGROUND UTILITIES. I GENERAL NOTES 1 . 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE C;TY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (6611 326-3049. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTINGACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1,EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE 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. 5. 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. 6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) NPDES NOTE PROPERTY /SUNDER YACRE. |fthe project iosubject to the provisions of the National Pollutant Discharge Elimination System (NPDES).o"Notice ofIntent" (NO|)bocomply with the terms ofthe General Permit boDischarge Storm Water Associated with Construction Activity (SVVRCBORDER NO. 2009-009-DVVOAG AMENDED BYORDER 2D10'0O14'DVVOAND ORDER 2013'000G-DVVQ) must befiled with State Water Resources control Board inSacramento before the beginning ofany construction activity. Compliance with the general permit requires that oStorm Water PoHuUonPrsvendonP|on (nwppp)bepnapanyd.nonUnuouo|ycarried out, and always baavailable for public inspection during normal construction hours. 6.1' ' ro CINI 10, 400.76 EX GRASS U-) < --8.33 10 NEW SIDEWALK < T, AREA < Z, 5r" D 00000000 C4 C11 0 00 110 1- 71- 1p_ A. / EXISTING BUILDING ��8��^�� APPROACH ��|�U��~��U�� Y-r'�� IN LEGEND x �� EXISTING ELEVATION `4�w� v��v PROPOSED ELEVATION PARKING-�r�� mnnn^now SIGN/ NEW CURB AND GUTTER SIGN mm /omnnC�� n�z�c�mucc on uw�� r*c /wrspv�owAL svwocL OF ACCESSIBILITY' nAcv:Rouw/ »/ sHaL BE �s sr�wo�no USED TO IDENTIFY�. a��co rsx' FACILITIESnAr ARE ACCESSIBLE TO AND USABLEn NEW 5" CONCRETE X -GUTTER 6.1' ' ro CINI 10, 400.76 EX GRASS U-) < --8.33 10 NEW SIDEWALK < T, AREA < Z, 5r" D 00000000 C4 C11 0 00 110 1- 71- 1p_ A. / EXISTING BUILDING ��8��^�� APPROACH ��|�U��~��U�� Y-r'�� IN NEW 6" CURB � � � |m � . � NEW 0^ CURB | | | 7' 14' 8y � �� ^~ |N---= \ ANY DIRECTION � AT �2WA� SLOPE. DIRECTION--� LAND|N3 ANY DIRECTION AT LANDING �� BUILDING �-��^��-��~�� SCALE 1^ = J' -o^ REMOVE [X SIGN +~----------on'--______-`+ Vol ON NEW SIDEWALK < 8.33% MA COCO' 0 0 0 a 0 0 0 0000000000 1 d -H 0 000 0 000000000000 000c) Ui IN 402.25 4-02.57 ' _ cy; >< � ^^M= � *n�� C�� BUILDING r'r��F'��~�� 0 \ !U COMMERCIAL DRIVE APPROACH NE CU GRADE BREAK ~ r-------------------- � | | SCALE /~= 5'-O^ NEW 6" CURB ,--�-_-___-----_----_-----_ // ---_-__-_-�- 8 . 1/2" RADIUS ., / -~` _ » TRuNCAr--DoOMs UJ.o�s�o� `4�w� mrwm 108" MIN PARKING-�r�� mnnn^now SIGN/ )' SIGN mm /omnnC�� n�z�c�mucc on uw�� r*c /wrspv�owAL svwocL OF ACCESSIBILITY' nAcv:Rouw/ »/ sHaL BE �s sr�wo�no USED TO IDENTIFY�. a��co rsx' FACILITIESnAr ARE ACCESSIBLE TO AND USABLEn n/xmsrce xmnw/w',roHAVE x r/vc ,s%R wxnnxwrY *nm* /4)Ic^rcs VARIES DIAMETER - Drawn: 'APH _z nxomS a/ p*Ys/oA`'v o/aAaLso PERSON, THE snwooL SAWCUT LINE VARIES-----/ NEW 6" CURB � � � |m � . � NEW 0^ CURB | | | 7' 14' 8y � �� ^~ |N---= \ ANY DIRECTION � AT �2WA� SLOPE. DIRECTION--� LAND|N3 ANY DIRECTION AT LANDING �� BUILDING �-��^��-��~�� SCALE 1^ = J' -o^ REMOVE [X SIGN +~----------on'--______-`+ Vol ON NEW SIDEWALK < 8.33% MA COCO' 0 0 0 a 0 0 0 0000000000 1 d -H 0 000 0 000000000000 000c) Ui IN 402.25 4-02.57 ' _ cy; >< � ^^M= � *n�� C�� BUILDING r'r��F'��~�� 0 \ !U COMMERCIAL DRIVE APPROACH NE CU GRADE BREAK ~ r-------------------- � | | SCALE /~= 5'-O^ NEW 6" CURB ,--�-_-___-----_----_-----_ // ---_-__-_-�- 8 . 1/2" RADIUS ., / -~` _ » TRuNCAr--DoOMs UJ.o�s�o� `4�w� mrwm 108" MIN PARKING-�r�� mnnn^now SIGN/ )' SIGN mm /omnnC�� n�z�c�mucc on uw�� r*c /wrspv�owAL svwocL OF ACCESSIBILITY' nAcv:Rouw/ »/ sHaL BE �s sr�wo�no USED TO IDENTIFY�. a��co rsx' FACILITIESnAr ARE ACCESSIBLE TO AND USABLEn n/xmsrce xmnw/w',roHAVE x r/vc ,s%R wxnnxwrY *nm* /4)Ic^rcs oowpu/�oc Nr* «wo*/rEcrunAL DIAMETER - Drawn: 'APH _z nxomS a/ p*Ys/oA`'v o/aAaLso PERSON, THE snwooL " VARIES-----/ VERTICAL REBAR: poausFsD IN THE C�2 ,CnESsmSLE /mc eon�n ^yAu CONS! ST or ^ WH *m/rc nouec ON ^ oms xy*u cows/Sr or « *H/rc �omnc ON x ams K ^0- v&��c� | PARKING|| @ 18.0. RE8AR: 3 _ #4 EQUALLY SPACED `l | / � | ,| U) -`1- CL / = xo. K | U v^w |��/' || '^�D wcs ra`«w |,"w'^nMAX z��ETTER/wn/� ' /. /w 36"x36"| a^oxGnouwc THE BLUE sHxu BE suuxL TO COLOR wuwa�R /5090 IN rcosnAL sn^woAeo BLUE axCnG,_�WHITE LINES "owa nss" (COLOR NO �)e' r cHAxxcrpRs AND snwaoLS uxxu comrnAsr rso. sms 5a�")�r* r*c/n EAoxuRuuwo EITHER LIGHT cHAn»crsnS ON oAnx o�cxoenmwo on omnx pRc»/oc o»c« c*Axacrs*s ON LIGHT B«cxonuuwo' 3F��))� -'' -- 4 U �~�U N�nm�U �=�U U /nE«�n�^ ��'-u �"�" e�~.�.� n " '�o�m` -�� --'-'^�� ,cn�smur' --��-�~-- - PERPENDICULAR F��Y�� FINE $250 .--- --- --� / � � --SIGN M/ NOTE) ON COLD Jn|wT--/ z / | | | | uv*v,mo^ � ^^ ^~ scs souxns mac oow suppop- DETAIL2. oLom /mrsnwAnow^-' y'eac �r � xcorss/su/r' / NOTE S: F-� F-� �� \ �\ �� 1 posr A pe"u*mcx` N{O11E�- lJ `� / / \ \ �� s�rsAwcc sz. IN ^ 1. CONCRETE SHALL BE CLASS ~A^ AND 3xAu' BE WITHIN 2-5^ To 5-5^ SLUMP.-| �cowcmcuou»cs AT EACH Ao+ cmrn^wcp T-- OFF STREET TOP AND FACE SHALL BE TROWELED SwooTn' THEN GIVEN � FINAL FINE BRUSH pAR�/w« FAUNALJTHORIZ: -'-IES *mRw|5H | _ EXPANSION JOIN~_^MF7~� cwrov ^")r)l ~"._-"°"°""""" JOINTS A/ 10'. --�-L--' '--~`2. 3`x3'.SUR-/�(.' E .�~r 3��- CONFORM TO �3rw �8�5 On �7o5 GRADE �U ACCESSIBLE '^x/w:` AIL .s./A.�~.s . S�x�n~ I' -6"x2'- 4. REINFORCING STEEL /wuswnn�xENMA0CE SIGN � a oowcncTE SHALL BE ounso WITH A WHITE p|owswTso CURING COMPOUND PAVEMENT MARKNG[UAIL , ,� ' COMPLYING TO SECTION 90-1.038(3) OF THE STANDARD SPECIFICATIONS. k�l �� T��y�� K�� ACCESSIBLE ��I�� r��I| CONCRETE ` ^- ' ^^- '^ `''~^^~~~ CURB ^~ ' ~^ U\w�� , ,.~.~.-.~^°,~^-.- PARKING- .. ..~...~_ .~..~^.. ..~.- DETAIL ~^' (B TRUNCATED DOMES e~1/2' T/= 6 como WALK s" oouPxr.-ED i eAss AT 9)7 Ro--� '' ^' 01 \ CONCRETE CURB .3x n�� 2'-C" OR V-0" 6 WHERE R=1 /2" TYR OCCURS PAVEMENT �t� I " FO P 1' PAN 14T FIN GR/ DE 7 2" FOP 2' PAN R=1' IN RECOMPACTION OF SUB GRADE MATCH PAVING -- ---- WHICH EVER IS GREATER 4 - REQUIREMENTS :)R 12" 21-101E=1 I 2111110-mll, 611111T, 1 `111 �Erlr=Fli, 1 . CONCRETE SHALL BE CLASS "A" AND SHALL BE W7H|w 2.5^ TO 5.5^ SLUMP. 4. EXPANSION JOINTS SHALL BE EITHER 0z EXPANSION JOINT FILLER PER SEC. o 5/-/72 OF THE srAwDAno spsno^nuws OR (B) u^ oEsp Scunc JOINT (WEAKENED PLANE, ExrRuoOw MACHINE ONLY). ExPAwsx0w JOINTS SHALL BE P --ACED AT SIDES OF SrRoCrunEs cwo OF CURB nErunw3. AND OPPOSITE EXPANSION JOINTS IN Em5nw6 CURB. NOTE: wxmwow sPAC/wu=GorT. bCONCRETE SHALL BE CURED WITH A w*|rE PIGMENTED Comw3 COmpOuwo COMPLYING To SEcncx 90-103B(J) OF T�c sTAwDAxo SPEoF|cAnoms CONCRETE CURB/GUTTER 1.1/211 SEE SITE PLAN PLANTING IVIED BROOM FINISH AREA WH/ | \ \ | ncoURs----� 7K 71" 7K MIN 12" RECOMPACTION so% REL DENSITY l CONCRETE SHALL BE CLASS 'A^ (6 -SACK) AND SHALL BE */l+|w 2.5^ TO 5,5^ SLUMP. 2 PnoxoE CONTROL Jo/wT5 AT o' -J" OC MAX AND ExpAx3m^ JOINTS AT 28'-8^ OC MAX (Uw0) AND AT START/FINISH or ALL R*oms AND o|R[Cnow --HAwGES SEE PLANS FOR ADDITIONAL JOINTS. 3. p;RoV:o=-- #J x12^ DOWELS AT 24^ OC A- oomC pAwwS AND /�TTACHwEwT TO OTHER WALLS 4 REINFORCING STEEL syAu C0wFoew TO ASTm A615 OR A700 GRADE sO. 5. CONCRETE SHALL BE conEo WITH A WHITE PIGMENTED Cun|wC CowP0uwD COMPLYING To sscnom 90-1.0313(3) OF THE STANDARD SPECIFICATIONS. 03 \ CONCRETE PAVING/WALK . �n CiRB M/ OCCURS ._ ^ < > 4 WIDE srmpcs x o S!z SITE PLAN . PARKING STRIPING - SEE SITE PLAN_ -+-,HWA'*xns P 14T -PAINT 3 Tmuxr AND TRUE wr+ cmsp soAnp npMINA-PONS oo;T a,Ds AND wuw oup ADDITIVE CHIPS moa"�nw�Anows ^' EACH cwn o/.ypCRISP STRIPES Cit) Records No. ` .P12�* '.,o��.�~�� `-^.��.I^�,.d�~ �-i- of MigUeI��^ 1�:�.�� these drawings ^�'�� .��.��&��.the and th,s °~ ~,��~~ by these ��.� ��. "� ~` �^�^^ m�U 4"� TRuNCAr--DoOMs :ouPOEr-E pxwo' wms. c'ETECmaLc n/xmsrce xmnw/w',roHAVE x r/vc ,s%R wxnnxwrY *nm* /4)Ic^rcs oowpu/�oc Nr* «wo*/rEcrunAL DIAMETER - Drawn: 'APH sTxwoAR)s As VARIES-----/ REV 1: 08/OE,118 poausFsD IN THE C�2 ounncwr cumnw or THE CAI'onwm amLo/wG nmwnAuus �i cooc AND ALSO p - INCLUDE zonAsmr/ cw/rcm/wx/o* /wo/CATI E THAT THE - s*xrE, coLon rAsnvE!� cownnN/�ow. ocrscn^aLc soowo-cw-cxwc wxnw/wo. pxrrsnw xcousnc ouAurx �ar . �ar . nssmcwcs AND � � An^uxwc�r WILL d x'mns IGNiFICANTLY (LESS Y | n"^ THAN n) � AT LE*STp\E YEARS. osrcorxeLE WARNING: SECTION ^----'o/mwcTER VARIES (B TRUNCATED DOMES e~1/2' T/= 6 como WALK s" oouPxr.-ED i eAss AT 9)7 Ro--� '' ^' 01 \ CONCRETE CURB .3x n�� 2'-C" OR V-0" 6 WHERE R=1 /2" TYR OCCURS PAVEMENT �t� I " FO P 1' PAN 14T FIN GR/ DE 7 2" FOP 2' PAN R=1' IN RECOMPACTION OF SUB GRADE MATCH PAVING -- ---- WHICH EVER IS GREATER 4 - REQUIREMENTS :)R 12" 21-101E=1 I 2111110-mll, 611111T, 1 `111 �Erlr=Fli, 1 . CONCRETE SHALL BE CLASS "A" AND SHALL BE W7H|w 2.5^ TO 5.5^ SLUMP. 4. EXPANSION JOINTS SHALL BE EITHER 0z EXPANSION JOINT FILLER PER SEC. o 5/-/72 OF THE srAwDAno spsno^nuws OR (B) u^ oEsp Scunc JOINT (WEAKENED PLANE, ExrRuoOw MACHINE ONLY). ExPAwsx0w JOINTS SHALL BE P --ACED AT SIDES OF SrRoCrunEs cwo OF CURB nErunw3. AND OPPOSITE EXPANSION JOINTS IN Em5nw6 CURB. NOTE: wxmwow sPAC/wu=GorT. bCONCRETE SHALL BE CURED WITH A w*|rE PIGMENTED Comw3 COmpOuwo COMPLYING To SEcncx 90-103B(J) OF T�c sTAwDAxo SPEoF|cAnoms CONCRETE CURB/GUTTER 1.1/211 SEE SITE PLAN PLANTING IVIED BROOM FINISH AREA WH/ | \ \ | ncoURs----� 7K 71" 7K MIN 12" RECOMPACTION so% REL DENSITY l CONCRETE SHALL BE CLASS 'A^ (6 -SACK) AND SHALL BE */l+|w 2.5^ TO 5,5^ SLUMP. 2 PnoxoE CONTROL Jo/wT5 AT o' -J" OC MAX AND ExpAx3m^ JOINTS AT 28'-8^ OC MAX (Uw0) AND AT START/FINISH or ALL R*oms AND o|R[Cnow --HAwGES SEE PLANS FOR ADDITIONAL JOINTS. 3. p;RoV:o=-- #J x12^ DOWELS AT 24^ OC A- oomC pAwwS AND /�TTACHwEwT TO OTHER WALLS 4 REINFORCING STEEL syAu C0wFoew TO ASTm A615 OR A700 GRADE sO. 5. CONCRETE SHALL BE conEo WITH A WHITE PIGMENTED Cun|wC CowP0uwD COMPLYING To sscnom 90-1.0313(3) OF THE STANDARD SPECIFICATIONS. 03 \ CONCRETE PAVING/WALK . �n CiRB M/ OCCURS ._ ^ < > 4 WIDE srmpcs x o S!z SITE PLAN . PARKING STRIPING - SEE SITE PLAN_ -+-,HWA'*xns P 14T -PAINT 3 Tmuxr AND TRUE wr+ cmsp soAnp npMINA-PONS oo;T a,Ds AND wuw oup ADDITIVE CHIPS moa"�nw�Anows ^' EACH cwn o/.ypCRISP STRIPES Cit) Records No. ` .P12�* '.,o��.�~�� `-^.��.I^�,.d�~ �-i- of MigUeI��^ 1�:�.�� these drawings ^�'�� .��.��&��.the and th,s °~ ~,��~~ by these ��.� ��. "� ~` �^�^^ m�U 4"� Vol AAhL Drawn: 'APH DATE: 05/24,118 REV 1: 08/OE,118 Job No. 18-210-01 C�2 /6►DVANCED CAD A C SERVICES B BEST MANAGEMENT PRACTICES (BMP's) Stabilized Construction Entrance 6212 CRESTRIDGE CT HAURSFIELD General Notes Silt Fence �� Sandbags/Gravel** bags to Back of sidewalk (6804;6_6"3 overlap onto curb Catch Basin 1. Best Management Practices (BMP's) contained herein reflect the minimum requirements. Alternate Back of curb rip onto jnir®yahoo.com methods providing equal or greater protection may be utilized. For in depth information on Curb Inlet- BMP's refer to the California Storm Water BMP Handbooks, available at - www.cobmphondbooks.com, California Department of Transportation Construction Site BMP Fact - - - - - - - Silt fence constructed along level contour Sheets at www.dot. ca. ov h construe stormwater factsheets.htm, and/or USEPA BMP Fact sheet @ http://cfpub.epa.gov/npdes/stormwater. -----`---- , Direction pp �of 2. All construction activity shall be performed in accordance with a Stormwater Pollution Prevention flow Maximum length Maximum tributary ; v, Qslope N . 3(-647 * area .25 acre/100ft 2"x2" ,,,, ,Plan SWPPP develo ed and im lemented in com liance with the re uirements of the Nationallllwa ( ) P P P q Pollutant Discharge Elimination System -- of fence.i wooden \. (NPDES) Construction General Permit Order No. and as amended by Order No. 2010-0014-DWQ. -_ - -- ; ! Filter fabric post � 10'2009-009-DWQ 26 �l' : C � TyPinal contours o.c.(max) (used for pi Flow; \ illustration ` 3. The SWPPP shall: ' purposes y) ted u o only) 24' ;i Compacted e� 's - -, - -------- N_ S backfill 1 zz_.r a. Identifypotential pollutant sources and Include the design and placement of BMPto P P 9 P Plan -( �• -11 F effectively prohibit the entry of pollutants from the construction site onto the street and/or Sandba s Gravel** bogs g / g 22' Maximum 6" mini✓/ � ,-.; 18" 1$' _._�_ ' [� .. Into a storm drain system during construction. stacked tightly **Grovel shall be 0.4 to 0.8 inch in diameter, and shell be clean and free from ��1 width=500' Turn last 6' of 1\� \ j cy b. Be kept on site and amended to reflect changing conditions throughout the course of clay balls, organic matter, and other deleterious materials. . / fenca up-slope Filter fabric r construction. Silt fence g" Notes: min. c. Be kept up to date. Any additional updates requested by agency representative are to be Curb inlet 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. made immediately. * Spillway elevation shall The construction entronce roadways shall be stabilized so as to prevent sediments match top of curb Sidewalk H i. Spillway from being deposited into the public roads. Sediment deposited on the roadway must 4. Non-Stormwater discharges are prohibited from entering any storm drain system and/or street. --- --- ----- -��/ �-�'< < be swept up immediately and may not be washed down by rain or other means into the drain See Type 1 and Type 2 details. 5. Discharges ','i'';:• .a{!!; �j%jam/j�///�// Notes: storm system. Y �'P YP of pumped ground water require a discharge permit from the State of California F'' y= ....t;•' �.'L. \\�� //��r�\� Construct Regional Water Quality Control Board (RWQCB). D = 12" Min- 1. the silt fence along a level contour. 2. Stabilized construction entrance shall be: j r j/i H = 8" Min. \� Catch Basin' R 2. Silt fences shall remain in place until the disturbed area is permanently stabilized. a. Located at any point where traffic will be entering or leaving a construction site LO 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable 36" Max. j\/ /\\j 3. Provide sufficient room for runoff to pond behind the fence and allow sediment to or from a public right of way, street, alley, and sidewalk or parking area. (MEP) through design &implementation of the SWPPP. L = y�� /'� �/ SECTION removal equipment to pass between the silt fence and toe of slope or other "rumble obstructions. Abcut 1200 s ft. of ponding area shall be provided for ever acre q• P 9 P Y b. ,4 series of steel plates with strips", and/or min >3" to <6" crushed 7. A standby crew for emergency work shall be available at all times during the wet weather draining to the fence. aggregate with length, width & thickness as needed to adequately prevent any season, which is typically Oct 1 through May 30. Necessary materials shall be available on site 4. Turn the ends or the filter fence uphill to prevent stormwater from flowing around the tracking onto paved surfaces. and stockpiled at convenient locations to facilitate rapid construction of emergency devices when Notes: fence. C rain is imminent. 1. Catch Basin/inlet protection shall be installed wherever there is a potential o` stormwater 5. Leave an undisturbed or stabilized area immediately downslope from the fence. 3. Adding a wash rack with a sediment trap large enough to c,-llect all wash water can 1 or non-stormwater being discharged into it. 6. Do not place in live stream or intermittently flowing channels. greatly improve efficiency. 9 Y P Y• 8. Portable sanitary facilities shall be located on relatively level ground away from traffic areas, 2. Inlet protection is required along with other pollution prevention measures such as; erosion 7. When standard f iter fabric is used, a wire mesh support fence shall be fastened _ drainage courses, and storm drain inlets. control, soil stabilization, and measures to prevent tracking onto paved surfaces. securely to the Jpslope side of the posts using heavy-duty (0.6 inch) wire staples at 4. All vehicles accessing the construction site shall utilize the stabilized construction 3. Modify inlet protection as needed to avoid creating traffic hazards. least 1.75 inches long, tie wires or hog rings. entrance sites. 9. Employees, subcontractors and suppliers shall be educated on all BMP's including concrete waste PP 9 4. Include inlet protection measures at hillside v -ditches and mise. drainage swales. 8. Filter fabric shat be wovenpolypropylene eotextile with a minimum width of 36 9 W storage and disposal procedures. 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be inches and a minimum tensile strength of 100 Ib force. a. Remove all sediment deposited on paved roadways immediately. -- W LL disposed of properly and in a manner that assures that the sediment does not enter the 9. Wood stakes shell be commercial quality lumber no less than 2 inch by 2 inch. Wood b. Sweep paved areas that receive construction traffic whenever sediment becomes 10. Sediment control practices shall effectively prevent a net increase of sediment load in storm drain system stakes shall be driven to a depth of no less than 18 inches from surface. visible. U) I stormwater discharge. 6. Damaged bags shall be replaced immediately. c. Pavement washing with water is prohibited if it results in a discharge to the V d (y 7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan. storm drain system. D W 0 � - t1J � - A cATCII BASIN/INLET PROTECT ,SILT .FENCE' C STABILIZED CONSTRUCTION Eli TRANCE/EXIT � I- W D G >- E W Erosion Control Equipment Repair/Mcintencni � Material Storage LO , Stockpiled Material �� CONCRETE - - -- - - �. ... d : WASHOUT Absorbent Straw Mulch Hydroseeding ,` y. - L, "• .••• :.• _ AREA Miateria - - -- - ..;: - ,- ,- -- - -- - • ' , is _ • i d, a \ L _..; v ••a' --- Bermed Containment/... .. ;• \ �- ..' ' ♦ , d..�, y \ I :f f ,_ - - r.. Area 7 ... .... .. .. . 1 1 1 A Hydraulic Mulch Geotextiles, Mats, Plastic Covers and Erosion Control Blankets - ,LL - _ = r., -- r - i,�r rY; :^.j r� . . . .. . p� ---- ._%" i _ _ _ _ _ � � - �� Entrance/exit must be elevated t prevent run-off o r W Containment Area Z Notes: i. SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHER Notes: 1 , co 1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation where feasible ALL AROUND MATERIAL 1. Excess and waste concrete shall not be washed into the street or into a drainage system. L1rJ n (D and to revegetote open areas as soon as feasible after grading. These control practices shall include temporary seeding, buffer For washout of concrete and mortar products, a designated containment facility of 2. sufficient capacity to retain liquid and solid waste shall be on site and disposed Notes: VJ permanent seeding, mulching, sod stabilization, vegetative strips, _ provided protection of trees, or other soil stabilization practices. of properly off site. 1. Leaking vehicles and equipment shat: not be allowed onsite. Equipment and vehicles shall ;e Z W 2. Soil stabilization shall be implemented on all inactive disturbed areas from October 1 thru May Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, inspected frequently for leaks and shall be repaired immediatEly. Clean up spills and leaks 30 and on all disturbed areas during a rain event or potential rain. 3. picked up and disposed of properly. promptly with absorbent materials; do not flush with water. 3. Stabilization practices shall control/prevent erosion from the forces of wind and water. Notes: 2. Vehicles and equipment shall be maintained, and repaired ons'te only in designated areas. 4. Stabilization practices shall be implemented in conjunction with sediment trapping/filtering Prevent run-on and run-off from designated arecs. Containm?nt devices shall be provides practices and practices to reduce the tracking of sediment onto paved roads. Stockpile management procedures and practices are designed to reduce cr eliminate air and areas shall be covered if necessary. 3. Designate from drain inlets 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be and storm water pollution from stockpiles of soil, and paving materials such as portland onsite vehicle and equipment maintenance ereas, away storm anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, the minimum, application of wood fiber shall be 1,500 cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate and watercourses. 4. Always use secondary containment, such as e drain pan or d-ap cloth, to catch spills and U) W III lbs/acre, that does not contain more than 50 percent newsprint. base, aggregate subbase or pre -mixed aggregate, asphalt binder (i.e, cold mix) and leaks when removing or changing fluids. CL 7. For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 pressure treated wood. 5. Legally dispose of used oils, fluids, lubricants, and batteries. California Avenue, Bakersfield, CA 93309-0725. Phone: ($61) 336-0967. Notes: 6. Provide s ill containment dikes or secondary containment around stored oil fuel and p � Y 8. When using hydraulic mulch, the application shall be between 1 to 2 tons per acre. 1. Protection of stockpiles is a year-round requirement. chemical drums. 9. Geotextiles, mats, plastic covers and erosion control blankets should be considered when disturbed 2. Locate stockpiles a minimum of 50 feet away from concentrated flows of storm 7. Maintain an adequate supply of absorbent spill cleanup materials in -designated area. soils may be particularly difficult to stabilize. water, drainage courses, and drain inlets. 8. It is the contractors responsibility to regularly inspect the vehicle and equipment 10. For geotextiles, mats, and erosion control blankets, installation should be in accordance with 3. Implement wind erosion/transport control practices as appropriate. maintenance area(s). Drawn: ,MP Checked: MPH manufactures recommendations. Typically overlap of geotextiles/mats edges is 2 to 3 in. and 4. All stockpiles shall be covered, stabilized, or protected with a temporary linear barrier -- - - stapled every 6 in. When blankets are to be spliced, place blankets end -over -end (shingle style) (i.e. sandbags, etc.) prior to the onset of precipitation. DATE: 05/24/18 with 6 in. overlap and staple through overlapped area, approximately 12 in. apart. G EO UIPMENT J1AINTEII%AATC'F AREAS REV 1: 09/07/18 Job Nc.. 18-210-01 C�3 D EROSION CONTROL E MATERIAL STORAGE F CONCRETE WASTE MANAGEMENT City Records No. 3 OF