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HomeMy WebLinkAbout6.9-328I GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX "J" OF THE 2016 CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED VINEYARD ENGINEERING, INC., DATED JUNE 27, 2012, UPDATED JUNE 23, 2018 AND SHALL BE MADE A PART HEREON. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.01 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE CITY RIGHT-OF-WAY. 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 8. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FRAM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-642-2444) TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 11, EXISTING UNDERGROUND LINES HAVE NOT BEEN SHOWN ON THIS PLAN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 12. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERTY CAPPED AT THE PROJECT BOUNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15. ALL ON-SITE OR OFF-SITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 16. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17, ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 19. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 21. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTING FACTOR OF 1.30. THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR, IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT, AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS PRIOR TO BEGINNING CONSTRUCTION. 27. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 28. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-39. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.). 31. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 32, ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND STATE ORDINANCES. 33, A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 34. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 35. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 36. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPENDIX "J" OF 2016 CALIFORNIA BUILDING CODE AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 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. 37. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PATRICK & HENDERSON, INC. ATR I `j K & 1965 AIRPORT DRIVE E N D E R S O N BAKERSFIELD, CALIFORNIA 93308 (661) 391-9854 NCCIVIL & GEOTECHNICAL FAX: (661) 391-9926 . ENGINEERING Consulting Engineers DATE: 09/11/12 Foundation & Structural Engineering SCALE: AS SHOWN Land Planning _ DRAWN BY: JK Land Surveying Soils Testing APPROVED: AH 38. CITY INSPECTOR TO BE NOTIFIED 48 HOURS PRIOR TO PLACING FILL MATERIAL WITHIN THE LIMITS OF GRADING FOR THIS SITE. 39. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 40. COMPACTION TEST NOTICE: 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. 41. 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. 42. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-0009 DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ). MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F151020347 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. CASE MAP � 102-26 SCALE: 1 '=500' The CsRADING PLAN as shonr. an G15 deaksoW is herein s+AjecY 6o Brtyi;,dbggryd oorrectionscratlditions. Approvalyy� q. Works Oapa.°ament arM Buy to da ncri 90oPedmenlhMicaBes �Wrcm)p,a9,� sKJ lens osed and ca'lromlama to City SM,Rdards, Cods and Iordt Roose Engy!ostbrUtssuodivitlorordeve!opar.Matl6ero�opsW!p brattwecydc,Cor.,wn3bri, he IPI submit a ceYvc d -Es, Sradetl'pan ataev ccr,Y.yeamn of Me 9rau4rrsp. APPROVED BY: PuUsU 4Vprhs DepartmenT Date Building epa,ID ItIIJ 101*4i01;i= PREPARED FOR' NATIONAL OILWELL VARCO TUBOSCOPE 4621 BURR STREET BAKERSFIELD, CA 93308 TELEPHONE: 661-321-3400 www.nov.com QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. ADJUSTMENTS TO GRADES SHOWN ON THESE PLANS MAY BE REQUIRED TO BALANCE GRADING. APPROVAL OF ADJUSTMENTS BY THE ENGINEER ARE REQUIRED. BUILDING OVER -EX 11O'x85x5': 2,249 C.Y. COMPACTED FILL NEED: 520 C.Y. EXCAVATION (EXCLUDING OVER -EX): 1,426 C.Y. FILL (EXCLUDING OVER -EX): 360 C.Y. COMPACTION FACTOR: 130% APPROXIMATE EXCESS: 550 C.Y. PROJECT ACREAGE (ALL PHASES): 212,788 SF (GROSS) 4.88 AC BENCHMARK USED: TOP CONCRETE MONUMENT AT MARRIOT DRIVE AND CAMIO DEL RIO COURT ELEVATION = 400.79 DATUM (USGS DATUM) TEMPORARY BENCH MARK: "[_]" ON TOP OF CURB AT S.E. RETURN OF BURR STREET AND BRICYN LANE. DATUM PER APPROVED STREET IMPROVEMENT PLANS FOR GIBSON STREET AND BURR STREET ELEVATION = 396.64 BASIS OF BEARING: N 89°50'00" W CENTERLINE OF BURR STREET PER GRANT DEED DOC. NO. 0202148882 O.R. STATISTICS INFORMATION REVISION OWNER: LEGAL DESCRIPTION: TUBOSCOPE 2 -Lr 5 3 BAKERSFIELD, CA 93308 5 BEING A PORTION OF THE NW 1/4 OF THE SW 1/4 OF THE SW 1/4 OF SECTION 26, T. 29 S., R.27 E., M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS DESCRIBED IN GRANT DEED DOC, NO. 0202148882 O.R. QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BASED ON A 0.20' FEET LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. ADJUSTMENTS TO GRADES SHOWN ON THESE PLANS MAY BE REQUIRED TO BALANCE GRADING. APPROVAL OF ADJUSTMENTS BY THE ENGINEER ARE REQUIRED. BUILDING OVER -EX 11O'x85x5': 2,249 C.Y. COMPACTED FILL NEED: 520 C.Y. EXCAVATION (EXCLUDING OVER -EX): 1,426 C.Y. FILL (EXCLUDING OVER -EX): 360 C.Y. COMPACTION FACTOR: 130% APPROXIMATE EXCESS: 550 C.Y. PROJECT ACREAGE (ALL PHASES): 212,788 SF (GROSS) 4.88 AC BENCHMARK USED: TOP CONCRETE MONUMENT AT MARRIOT DRIVE AND CAMIO DEL RIO COURT ELEVATION = 400.79 DATUM (USGS DATUM) TEMPORARY BENCH MARK: "[_]" ON TOP OF CURB AT S.E. RETURN OF BURR STREET AND BRICYN LANE. DATUM PER APPROVED STREET IMPROVEMENT PLANS FOR GIBSON STREET AND BURR STREET ELEVATION = 396.64 BASIS OF BEARING: N 89°50'00" W CENTERLINE OF BURR STREET PER GRANT DEED DOC. NO. 0202148882 O.R. SHEET NUMBERS STATISTICS INFORMATION REVISION OWNER: NATIONAL OILWELL VARCO TUBOSCOPE 2 4621 BURR STREET 5 3 BAKERSFIELD, CA 93308 5 PREPARED BY: PATRICK AND HENDERSON, INC. ALLAN P. HENDERSON EXP, 12/31/19 1965 AIRPORT DRIVE BAKERSFIELD, CA 93308 CONTACT: BRUCE ANDERSON SOILS ENGINEER: VINEYARD ENGINEERING PO BOX 81495 � P 0 BAKERSFIELD, CA 93380-1495 661-809-9043 O, BURR ST ASSESSOR'S NO: 332-230-20, 21, & 22 SITE SIZE: 29.0 AC 3 EXISTING USE: TUBOSCOPE OFFICE, SHOP, AND YARD PROPOSED USE: ADDITION OF SHOP AREAS AND AWNINGS BUILDING HEIGHTS: 12'-14' DEVELOPED AREA: 29.0 AC PROPOSED DISTURBED AREA. 4.18 AC SITE DRAINAGE: AS SHOWN SHEET NUMBERS DESCRIPTION REVISION 1 TITLE SHEET AND GRADING NOTES 5 2 GRADING PLAN 5 3 EROSION .CONTROL PLAN 5 PREP AND APPROVED BY: ALLAN P. HENDERSON DATE #25224, EXP. 12/31/19 CALIFORNIA VICINITY MAP NOT TO SCALE THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PERMIT NO.: 18-40000037 4621 BURR STREET SPR (19-0043) GRADING P TITLE SHEET AND GRADING NOTE' FOR SECTION 26 T. 29 S., R. 27 E. M.D.E IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA 6.9-328 TY RECORDS NO.: REV: 0 a COPYRIGHT ©-141@ BY ROSEDALE xwT se n 184 f COMMERCIAL ST � P 0 MARRIOii OR O, BURR ST 3 0P VICINITY MAP NOT TO SCALE THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PERMIT NO.: 18-40000037 4621 BURR STREET SPR (19-0043) GRADING P TITLE SHEET AND GRADING NOTE' FOR SECTION 26 T. 29 S., R. 27 E. M.D.E IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA 6.9-328 TY RECORDS NO.: REV: 5 COPYRIGHT ©-141@ BY RICK & HENDERSON, I 1 DATE: 02/27/191 K- i PEDESTRIAN EASEMENT - 4� EXISTING PAROL B BUILDING EXISTING SIDEWALK TO BUILDING CONSTRUCT 4' WIDE SIDEWALK PER CALTRANS STD'S - ,EXISTING SEWER MAIN / - rni NTY nF KERN_ / CITY OF BANER;�IEIDj CE BURR STREET REFER TO STREET PLANS ._ - - - - - - - - - - - - PG&E INSTALL STR ET l RIGHT -OF WAYAULT CATC BASIN x x x x x x J Y x DESTRIAN EASEMENT 71 ! PARCEL A 9)\X97 93 I♦I �o J 9801 45' 30' o, 1 EXISTING j X11 BUILDING FF=98.12 jx� EXISTING PRIVATE SUMP NOT MAINTAINED BY C.O.B. EXISTING Xsbsz CANOPY 1 I \� es x 2.2% 9 ` $ X96.34 1$ I b i X 614 I �x9s.he 96 on l•, 15' 97.30 FS 1 X97.38 X9698 9$6 X7�6.a7 °a NDT 5500 10' �- 5G 979 9823 Jr / CONIC. 748 B D r2 r7 j TC N 6" CURB \ 8 X9x17624za Xa6.ae X96 9s2 s s s7.o9 bsz 0/'$ X96,63 LATI- TC9Q TC 1 \ x / X96.89 X96.99 i� X97612 x9720 kO F� i N�FS �NFS 1 / 1 a� �/ EXISTING ------ ------ ----- -- i-- --------------- Fg - STRUCTURE -__ X96.94 X97,07 g4'80 I X'96.24 L L L 1 poi 1 I + � L C. ❑3 EXISTING ❑ BREAKIE STRUCTURE HUB CITY I� _ NN 5 1 X96,25 X96.67 l. � � STRAIGHTENER 1 j I X97,40 x n i % h \\ i X96.44 x96.64 92. 94,40 x x 4-X9738--'�...---------- ---- --------- -- - ----�- 1 9 z0 i ��26 / SSS I D MATCH LINE SEE/ABOVE ,MATCH LINE SEE BELOW _ f I i I X9223X X97.10 X9735 X95,94 I /J1 / Fg 94.Op FS X9718 X97.19 / x96 53 X-5 65 I Xs X94,76 X04.00 x'94J8 X93.03 1<94.37gJ I I X03.17 GRAPHIC SCALE 0 15 30 60 IN FBBP ) 1 inch = 30 ft. NOT 6000 1/ X93A4 {/ 9.3 \ EXISTING BUILDING I \ FF = 98.3 - - _ - - _ - - _ -.._ SWALE I ---------- _---- i I �_ "--'-OVER-EXE SWALE I I NOTE' 0.3 -FG) L --, 2i• SLOPE FOR Y MIN. FROM ALL EXTERIOR WALLS. SEC110N 0 - NOT TO SCALE EDGE OF EXISTING FF = 98.3 PAVEMENT r,. '-- --_--EXISTING GRADE _ ---- -- -----'---- _ _ - ---y-`-------� -- F CILITIES PAD ------ ✓- --- SWALE ice-OVER-EX�) I I I NOTE: L -_ J 29, SLOPE FOR 2' MIN. FROM ALL EXTERIOR WALLS. SECTION A -A NOT TO SCALE AT R I C K &1965 AIRPORT DRIVE Consulting Engineers DATE: 09/11/12 SCALE: AS SHOWN TUBING RECLAMATION BUILDIN Foundation & Structural Engineering 7,500 SF Land Planning FF = 98.30 4y �o FAX: (661) 391-9926 INC.� CIVIL & GEOTECHNICAL o�. ` $ X96.34 1$ I b i X 614 I �x9s.he 96 on l•, 15' 97.30 FS 1 X97.38 X9698 9$6 X7�6.a7 °a NDT 5500 10' �- 5G 979 9823 Jr / CONIC. 748 B D r2 r7 j TC N 6" CURB \ 8 X9x17624za Xa6.ae X96 9s2 s s s7.o9 bsz 0/'$ X96,63 LATI- TC9Q TC 1 \ x / X96.89 X96.99 i� X97612 x9720 kO F� i N�FS �NFS 1 / 1 a� �/ EXISTING ------ ------ ----- -- i-- --------------- Fg - STRUCTURE -__ X96.94 X97,07 g4'80 I X'96.24 L L L 1 poi 1 I + � L C. ❑3 EXISTING ❑ BREAKIE STRUCTURE HUB CITY I� _ NN 5 1 X96,25 X96.67 l. � � STRAIGHTENER 1 j I X97,40 x n i % h \\ i X96.44 x96.64 92. 94,40 x x 4-X9738--'�...---------- ---- --------- -- - ----�- 1 9 z0 i ��26 / SSS I D MATCH LINE SEE/ABOVE ,MATCH LINE SEE BELOW _ f I i I X9223X X97.10 X9735 X95,94 I /J1 / Fg 94.Op FS X9718 X97.19 / x96 53 X-5 65 I Xs X94,76 X04.00 x'94J8 X93.03 1<94.37gJ I I X03.17 GRAPHIC SCALE 0 15 30 60 IN FBBP ) 1 inch = 30 ft. NOT 6000 1/ X93A4 {/ 9.3 \ EXISTING BUILDING I \ FF = 98.3 - - _ - - _ - - _ -.._ SWALE I ---------- _---- i I �_ "--'-OVER-EXE SWALE I I NOTE' 0.3 -FG) L --, 2i• SLOPE FOR Y MIN. FROM ALL EXTERIOR WALLS. SEC110N 0 - NOT TO SCALE EDGE OF EXISTING FF = 98.3 PAVEMENT r,. '-- --_--EXISTING GRADE _ ---- -- -----'---- _ _ - ---y-`-------� -- F CILITIES PAD ------ ✓- --- SWALE ice-OVER-EX�) I I I NOTE: L -_ J 29, SLOPE FOR 2' MIN. FROM ALL EXTERIOR WALLS. SECTION A -A NOT TO SCALE AT R I C K &1965 AIRPORT DRIVE Consulting Engineers DATE: 09/11/12 SCALE: AS SHOWN BAKERSFIELD, CALIFORNIA 93308 Foundation & Structural Engineering E N D E RS O N Land Planning (661) 391-9854 DRAWN BY: JK FAX: (661) 391-9926 INC.� CIVIL & GEOTECHNICAL Land Surveying ENGINEERING Soils Testing APPROVED: AH X X9 NEW PAVEMENT PER SECTIOF RAD. = 0.5" (TYP.) 6" 1.5" SLOPE VARIES 4^ LEGEND PROPERTY BOUNDARY PROPERTY NOT APART r- --.r- - - - SWALE 98.35 TO SPOT ELEVATION (97.85 FS) (EXITING ELEVATION) X97.12 TORO SHOT fM WATER METER r+4 EXISTING PARKING LIGHT CITY BOUNDARY LINE OUPDATE EXISTING DRIVEWAYS TO ST -4 - - - - - - PEDESTRIAN EASEMENT BOUNDARY TO TOP OF CURB FS FINISH SURFACE R PROPERTY LINE LS LANDSCAPING C.O.B. CITY OF BAKERSFIELD LF LINEAL FEET CONTOUR INTERVAL = 1' NOTE: ADD 300 TO ALL ELEVATIONS NOTE: FUTURE TUBING REPAIR FACILITIES IDENTIFIED AS WILL PLACED ON PADS PREPARED SHOWN. NO BUILDINGS ARE NEEDED FOR THESE FACILITIES. NOTES_: • ALL AREAS RECEIVING TRUCK TRAFFIC SHALL BE TREATED WITH DUST CONTROL PER CITY OF BAKERSFIELD AND SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT STANDARDS AND REQUIREMENTS. • ADA REQUIREMENTS FOR HANDI-CAP SHALL BE INCORPORATED INTO ALL SITE CONSTRUCTION. • ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY WILL REQUIRE OPEN STREET PERMIT ISSUED BY C.O.B. LIST OF CITY STANDARDS COMMERCIAL DRIVEWAY ST -4 TYPE 'A' CURB AND GUTTER ST -I SIDEWALK ST -3 PAVING PATCH ST -11 REFUSE CONTAINER PAD ST -27 & ST -29 STANDARD TRENCH BACKFILL ST -12 CONSTRUCT MANHOLE SW -2 & SW -6 SUMP/DRAINAGE S-9 D-11, D-12, & D-13 HANDICAP RAMPS STATE OF CALIFORNIA STANDARD PLANS A88A A888 A90B SIGHT DISTANCE REQUIREMENT T-7 TRASHBINS ST -25 A & B NOTES: 1. REFER TO STREET PLANS FOR IMPROVEMENT WITHIN BURR STREET RIGHT -OF -WAV 2. PEDESTRIAN EASEMENTS PARCEL A, PARCEL 8, AND PARCEL C PER DOCUMENT NUMBER 219012792. G 6" CONCRETE CURB NOT TO SCALE 'D NI I I I I I Ibl �I II ..+ .._ _.. f .-. urall -T- a 1 ;€ n . i I I = / 1 i I DETAIL AREA`'% r` EXISTING FENCE x _84' ' 10' _ 028 ".40 ;, 020" - N 89'19'41" W 573.85' .'S°'0 3'44'37" E CROSS VALLEY CANALf�e1FTp [-sslo�y� 12.73' Zvv syy� i F..'2 P° 025224 �I OVERALL VIEW SCALE: 1"=200' `1 Ivt4 /x� '11 CA1 Fill. NOTES: 1. ALL WORK TO BE CONTAINED WITHIN THE "LIMITS OF DISTURBANCE" NO DISTURBANCE, EQUIPMENT STORAGE, OR SUPPLIES SHALL GO OUTSIDE OF THE LIMITS WITHOUT CITY OF BAKERSFIELD PLANNING APPROVALS. 2, MBHCP INFORMATION SITE DISTURBANCE NOTE: TOTAL AREA OF SITE DISTURBANCE: 212,786 BF (4.88 AC) 3. 2% SLOPE FOR 5' MIN. FROM ALL EXTERIOR WALLS. SPECIAL NOTE T WILL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE HIMSELF AND COMPLY WITH ALL CURRENT RULES AND REGULATIONS REGARDING DUST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING OPERATIONS. IF CONTRACTOR IS NOT FAMILIAR WITH RULES AND REGULATIONS, CONTACT WITH THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN CURRENT RULES AND REGULATIONS TUBOSCOPE FOR: DESCRIPTION: NATIONAL OILWELL VARCO TUBOSCOPE 4621 BURR STREET BAKERSFIELD, CA 93308 TELEPHONE: 661-321-3400 www.nov.com SPECIAL NOTE IT WILL BE THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE HIMSELF AND COMPLY WITH ALL CURRENT RULES AND REGULATIONS REGARDING DUST CONTROL AND COMPLIANCE WITH RULE 4641 DURING PAVING OPERATIONS. IF CONTRACTOR IS NOT FAMILIAR WITH RULES AND REGULATIONS, CONTACT WITH THE SAN JUAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT SHALL BE MADE PRIOR TO CONSTRUCTION TO OBTAIN CURRENT RULES AND REGULATIONS. PERMIT NO.: 18-40000037 4621 BURR STREET SPR (19-0043) GRADING PLAN GRADING PLAN FOR SECTION 26 T. 29 S., R. 27 E. M.D.B.&M. IN THE CITY OF BAKERSFIELD KERN COUNTY, CALIFORNIA TY RECORDS NO REV: 5 COPYRIGHT ©2016 BY PATRICK & HENDERSON, INC. P&H JOB R 12-025 P&H SHEET # -3- SHEETS ISSUED FOR CONSTRUCTION 09/11/12 CA LICENSE N0: 25224 REVISION DATE 02/27/19 I INC. PLOT INFORMATION: REVISION 5 GRAPHIC SCALE 0 15 3 0 GD IN FEET ) 1 inch = 30 ft. I BEST MANAGEMENT PRACTICES (BMP's) General Notes 1. Best Management Practices (BMP's) contained herein reflect the m requirements. Alternate methods providing equal or greater protection may be uVied.mFor in depth information on BMP's refer to the California Storm Water BMP Handbooks, available at w.cobmphandbooks.com, California Department of Transportation Construction Site BMP Fact Sheets at www.dot.co.gov/hq/construc/stormwater/factsheets.htm, and/or USEPA BMP Fact sheet 0 http://cfpub.epa,gov/npdes/stormwater. 2. All construction activity shall be performed in accordance with o Stero ler Pollution Prevention Pion (SWPPP) developed and implemented in compliance with the requirements of the National Pollutant Discharge Elimination System (NPDES) Construction General Permit Order No. 2009-009-DWO and as amended by Order No, 2010-0014-DWO. 3. The SWPPP shall: o. identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the entry of pollutants from the construction site onto the street and/or into a storm drain system during c nducation. b. Be kept an site and amended to reflect changing conditions throughout the course of construction, c Be kept up to date. Any additional updates requested by agency representative are to be made immediately. 4. Non-Stormwater discharges are prohibited from enlerng any storm drain system and/or street 5. Discharges of pumped ground mater require a discharge permit from the Stale of California Regional Water Quality Control Board (Real 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. 7. A standby crew for emergency work shall be available at all times during the wet weather season, which is typically Oct 1 through May 30. Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency devices when rain is imminent. 8. Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. 9. Employees, subcontroclors and suppliers sholl be educated on all bell including concrete waste storage and disposal procedures. 10. Sediment control practices shall effectively prevent a net increase of sediment sped in stormwater discharge. Crushed aggregate greater than 3 inches but smaller then 6 inches. Filter fabric Ofiginal _ ace Iz inti, n unless otherwise speciFied by . soils engineer. Aggregate arm be placed on original grade or Sub9rade. SECIIRO,N B_B NOTE: Construct �c i} sediment barrier and rb S channelize runoff to E sediment trapping device ea al a ca 6 ^ oatWi wi as Tos neeempordedary pipe culvert B 50 N Min mes or four lilM1e mference of the largest construction vehicle lire, Match whichever is greater Existing cards 2W TYPE 1 GRAVEL ENTRANCE/EXIT OTABILIZED CONOTRUCTION ENTRANCE/EXIT ` Back of sidewalk Bsm Back of tuna Inlet 1 T v\ stacketlstfolvdylSwMbags , iH6 as mal pi, ay. awl la. rm , a e. "e�°a.Ian r a`m moue, wee". w Spillway will tion sib all` Curb Inlet match to, of mYa \ $piLtxp - Sidewalk 1 h \. ➢ = 12' Min. \.� \y ' H = 8. M'n catch Data y L 36' Max. dTION Notes : 1. Catch Basin/Inlet protection shall be installed wherever there is a potential of stormwater or n u-stormwater being discharged into it. 2. Inlet protection is required along with other pollution prevention measures uch as: erosion control, soil stabilization, and measures to prevent tracking onto paved surfaces. 3. Modify inlet protection as needed to avoid creating traffic hazards. 4. Include inlet protection measures at hillside v -ditches and misc. drainage swales. 5. Inlet protection shall be Inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner that assures that the sediment does not enter the storm drain system 6. Damaged bags shall be replaced immediately. 7. Additional sandbag sediment Imps shall be placed at intervals os indicated on site plan. CATCH BASIN1INLET PROTECTION Paved reas, Corrugated steel panels Original grade SECTION A -A ,R)"d Sci NOtimet sealment borne, and ahannerre amoa to sealment trapping device ® x Caragaled steal panels' O \ w q Ii 1 `e m'rn w OS S i usea Odte a tartucPetra I III trate. F 8 4 It um. 'u entrance is net paved, either reacate pure the to., ponds to cage or povemenl or Mntm anmwce• place Type t combed aggregate. brad. PLA Irri IYPE 2 ALTERNATIVE ENTRANCE/EXIT use of corrugated steel plates, shaker plates, rumble plates, etc. STABILIZED CONOTRUCTION ENTRANCE/EXIT Noted i. Leaking vehicles and equipment shall not be allowed onsite. Equipment and vehicles sholl be inspected frequently for leaks and shall be repaired immediately. Clean by spills and leaks promptly with absorbent materials: do not flush with water. 2. Vehicles and equipment shall be maintained. and repaired onsite only in designated areas. Prevent run-on and run-off from designated areas. Containment devices shall be provided and moved ac shell be c Bred if necessary. 3. Designate onsite vehicle and equipment maintenance press, away from storm drain inlets dad a.ti mbureas. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids, 5. Legally dispose of used oils, Holds, lubricants, pad batteries. 6. Provide spill containment dikes or secondary containment around stored oil. fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. 8, It is the contractors responsibility to regularly inspect the vehce and equipment maintenance orea(6). B) EQUIPMENT MAINTENANCE AREAS t �t� Able Iyar" Notes: Stockpile management procedures and practices are designee to reduce or eliminate air and storm water pollution from stockpiles of soil, and paving materials such as Portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, oggregale base, aggregate subbase or pre -mixed aggregate, asphalt binder (i.e. cold mix) and pressure treated wood. Notes: 1. Protection of stockpiles is a year-round requirement. 1. Locate stockpiles a norighman of 50 feet away from cancentmted flows of storm water, drainage courses, and drain inlets. 3. Implement wind a on/transport control practices as appropriate. 4. All stockpiles shall be covered, stabilized, or protected with a temporary linear barrier (i.e. sandbags, etc.) prier to the onset of precipitation. l -E) AtATERIAL STORAGE Notes: 1. Sediments and other materiels shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Sediment deposited on the roadway must be swept up immediately and may not be washed down by rain or other means into the storm drain system. See Type 1 and Type 2 details. 2. Stabilized construction entrance shall be: a. Located at any point where traffic.vill be entering or leaving a construction site to or from a public right of way, street, alley, and sidewalk or parking area. b. A series of steel plates with "rumble strips", and/or min >3" to <6' crashed aggregate with length. width & thickness os needed to adequately prevent any tracking onto paved surfaces. 3. Adding a wash rack with a sediment trap large enough to collect all wash water can greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. a. Remove all sediment deposited on paved roadways immediately. b. Sweep paved areas that receive construction traffic whenever sediment becomes vlittle. c. P 'bT d it it results in o discharge to the storm drain system. C) OTABILIZED CONOTRUCTION ENTRANCE/EXIT Containment Notes 1 Excess and .to concrete shall not be washed lot. the street or lot. a brainge system 2 For washout of concrete and mortar products a designated containment facility of sufficient capacty to retain liquid and sold waste shall be provided on site ad disposed of properly off site, 3. Slurry from concrete ontl asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. F) CONCRETE WTE MANAdEMENT 101-lexeleQ 4 Notes: 1. Fueling skull be performed in a designated arm. away from drainage sources, 2. Absorbent cleanup material shall be an site and used immediately in the event of a spin. 3. Drip Pans or absorbent pads shall be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. 4. Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. G) VEHICLE/ EQUIPMENT FUmmi Notes, 1. Construct the silt fence along o level contour. 2. Silt fences shall remain in place until the disturbed oma is permanently stabilized. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the slit fence and toe of slope or other obstructions. About 1200 sq. ft. of ponding area shall be provided for every acre draining to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. 5. Leave an undisturbed or stabilized area immediately downslope from the fence. 6. Do not place in live stream or intermittently flowing channels r , 7. When standard filter fabric is used, a mesh support fence shall be fastened securely to the upempe side of the posts using heavy-duty (0.6 inch) wine staples at least 1.75 inches long, tie w or hog rings. 8. Filter fabric shall be woven polypropylene geolextile with a minimum width of 36 inches and a minimum tensile strength of 100 Ib force. 9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stakes shall be driven to a depth of no less than 18 inches from surface. SILT FENCE PERMIT NO.: 18-40000037 y�p�.oF€ssffl,�g Na. 025224an >� 9 } rr,,6 Exp.12..'31-I�gl 1 s➢t fence c nnruetea along fill Comtaur Matra LEGEND slope length Muxlnun tributary O NPDES BMP PLATE NO. CONTAINMENT AREAaax.raPnt ��\ Cle.rvP ateria re es .creno➢ of ve �. m,paors .wn 24' Ilt.r fwnrm pactnQ la' Fax c.... etee baboon BERM WITH SILT FENCE NPDES PLATE H SANDBAGS/GRAVEL BAGS NPDES BMP PLATE NO. A cueE .. _..:........... ..... ....... .. ....:::::::::::::::::::... J:::. '::::: BeBermed contnnment Fre. ' TOala Haxinum urn Inst Wer ^dth-5o0' force' °P s P Silt .are IBS alter .brit 6' nm. 101-lexeleQ 4 Notes: 1. Fueling skull be performed in a designated arm. away from drainage sources, 2. Absorbent cleanup material shall be an site and used immediately in the event of a spin. 3. Drip Pans or absorbent pads shall be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. 4. Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. G) VEHICLE/ EQUIPMENT FUmmi Notes, 1. Construct the silt fence along o level contour. 2. Silt fences shall remain in place until the disturbed oma is permanently stabilized. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the slit fence and toe of slope or other obstructions. About 1200 sq. ft. of ponding area shall be provided for every acre draining to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. 5. Leave an undisturbed or stabilized area immediately downslope from the fence. 6. Do not place in live stream or intermittently flowing channels r , 7. When standard filter fabric is used, a mesh support fence shall be fastened securely to the upempe side of the posts using heavy-duty (0.6 inch) wine staples at least 1.75 inches long, tie w or hog rings. 8. Filter fabric shall be woven polypropylene geolextile with a minimum width of 36 inches and a minimum tensile strength of 100 Ib force. 9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stakes shall be driven to a depth of no less than 18 inches from surface. SILT FENCE PERMIT NO.: 18-40000037 y�p�.oF€ssffl,�g Na. 025224an >� 9 } rr,,6 Exp.12..'31-I�gl 1