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Home My WebLink About6.9-346 6915 ColonyDEL HU NORTH STATE M A P N.T.S. GENERAL NOTES 1. 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 CAN BE NOTIFIED AT (661) 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 EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE 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 UTILITIES SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) 7. 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. 2009-009-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 5F15C391792 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 8. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST-11. 9. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 10. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 11. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. UTILITY CONTACTS STORM DRAINAGE CITY OF BAKERSFIELD PUBLIC WORKS DIVISION 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 PHONE: (661) 326-3724 ATTN: MANNY BEHL SANITARY SEWER CITY OF BAKERSFIELD SOLID WASTE DIVISION 4101 TRUXTUN AVENUE BAKERSFIELD, CA 93309 PHONE: (661) 326-3114 CONTACT: KEVIN BARNES DOMESTIC WATER GREENFIELD COUNTY WATER DISTRICT 551 TAFT HIGHWAY BAKERSFIELD, CA 93307 PHONE: (661) 831-0989 ATTN: MEL JOHNSON TELEPHONE AT&T 4545 CALIFORNIA AVENUE, SUITE 400 BAKERSFIELD, CA 93309 (559) 228-7006 ATTN: PATRICK MCGEE, DESIGN ENGINEER AS SOUTHERN CALIFORNIA GAS COMPANY 1510 N. CHESTER AVENUE BAKERSFIELD, CA 93301 (661) 399-1150 (661) 301-5122 ATTN: DAVID RODRIGUEZ CABLE SPECTRUM 4450 CALIFORNIA AVENUE BAKERSFIELD, CA 93309 (661) 395-3351 ATTN: GREG EOFF POWER PACIFIC GAS & ELECTRIC (PG&E) 4104 WIBLE ROAD BAKERSFIELD, CA 93313 (661) 398-5991 ATTN: MATT COLEMAN CAUTION - NOTICE TO CONTRACTOR CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF • THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR • COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY NOTIFICATION CENTER o AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Know what's below. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING Call before you dig. IMPROVEMENTS AND UTILITIES AND SHALL REPAIR ANY DAMAGE AT HIS EXPENSE. CITY OF BAKERSFIELD STATE OF CALIFORNIA CIVIL DEVELOPMENT PLANS FOR GRADING PERMIT #: 20-40000048 SITE PLAN REVIEW #: 20-0191 APN #: 515-010-36 ADDRESS: 6915 COLONY STREET, BAKERSFIELD, CA � 1 1 CARMAX 1 A R V 1 I N E D I S 0 N C A N A L 1 1 1 - - \ ;. ... _ '..; '' . 1�' ;•;•;•;- •' FW FW FW O /`. 4 F t..•.r 1 �= i - 4-L O r I Or 06J0929 lia (ON -SITE IMPROVEMENTS) LIST OF ESTIMATED MATERIALS IMPROVEMENTS QUANTITY A.C. PAVEMENT (STANDARD DUTY) 0.33' AC/0.42' AB/1.00' NATIVE 91,696 SF A.C. ROADWAY (HEAVY DUTY) 0.67' PCC/0.50' AG/1.00' NATIVE 58,107 SF STANDARD DUTY CONCRETE 0.33' PCC/1.00' NATIVE 9,834 SF HEAVY DUTY CONCRETE 0.67' PCC/0.67' AG/1.00' NATIVE 7,059 SF CURB & GUTTER 2,080 LF 6" HIGH CURB 3,591 LF CONCRETE CROSS GUTTER 852 SF ADA CURB RAMPS 7 EA LANDSCAPING 78,214 SF 6' CHAIN LINK FENCE 566 LF 11 I -------------------� • .I : �.I I I` � I� i- -------- - - - --- I I II I I I EXISTING DRAINAGE BASIN I I NE PR(Tv D...D. 3.51 A -FT I I �'n I I s V'- �-------------------� O O O O-v-O Q O �� \ N� 6un :;_' 0 <� LOT 3 Or 0 r r� \ I I a 06JOJ�J ` ARVIN-EDI PROJECT SITE I1t�BE� � C�i�! � i E ( RKSHIRE 1 VICINITY MAP NORTH N.T.S. SHEET INDEX C1.0 COVER SHEET C1.1 GENERAL NOTES & LEGEND C2.0 EXISTING CONDITIONS C3.0 SITE PLAN C3.1 ENLARGED PLANS C4.0 PAVING PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING DETAILS C5.2 DRAINAGE AREA MAP C6.0 STORM DRAIN PLAN & PROFILE C7.0 EROSION CONTROL PLAN C7.1 EROSION CONTROL PLAN C7.2 EROSION CONTROL DETAILS C7.3 EROSION CONTROL DETAILS C7.4 EROSION CONTROL DETAILS C7.5 EROSION CONTROL DETAILS C8.0 CONSTRUCTION DETAILS C8.1 CONSTRUCTION DETAILS C9.0 UTILITY DETAILS C9.1 UTILITY DETAILS '� C CIVIL ENGINEER DEWALT CORPORATION 1930 22nd STREET BAKERSFIELD, CA 93301 (661) 323-4600 www.dewaltcorp.com ARCHITECT ARCHITECTURAL DESIGN GUILD 2710 SUTTON BOULEVARD ST. LOUIS, MISSOURI 63143 (314) 644-1234 www.odg-stl.com LANDSCAPE ARCHITECT LAND+ARC ENTERPRISE 1201 24TH STREET, SUITE B110-161 BAKERSFIELD, CA 93301 (661) 426-9261 www.landarcenterprise.com THE BEARING OF NORTH 89°19'30" WEST ALONG THE NORTH LINE OF THE NORTHEAST QUARTER SECTION 25, AS PER SURVEY INVESTIGATION AND PERPETUATION MAP 7-1 RECORDED IN BOOK 6 OF MAPS AT PAGE 27 IN THE OFFICE OF THE COUNTY SURVEYOR, COUNTY OF KERN, IS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION PARCEL 1: APN: 515-010-36 - •:=. � '`, Li k--e-w i s•e, Uccc� ct�cc� w i � 1 LOT 1 OF LOT LINE ADJUSTMENT NO. 06-0929, BEING AN ADJUSTMENT OF J PARCEL 1 & PARCEL 2 OF PARCEL MAP NO. 7093 FILED AUGUST 16, -1984 IN BOOK 31, PAGE 49 OF PARCEL MAPS, IN THE OFFICE OF THE KERN COUNTY RECORDER, TOGETHER WITH THAT PORTION OF LOT 13 OF �\ j SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE doC_Uti-V/ U, 5 QYP AND MERIDIAN ACCORDING TO SALES MAP NO. 1 OF THE LANDS OF J.B. HAGGIN FILED MARCH 16, 1889 IN THE OFFICE OF THE KERN COUNTY • a, ------- .... '-2C2.� V�Q (��G �,�GYkS RECORDER LYING IN THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY \ OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, MORE �OGLI�-ail PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 2, SAID CORNER ALSO BEING ON THE SOUTH LINE OF THE ARVIN-EDISON INTAKE CANAL; �' ' ;• Fyy \ �Y�QI�L-Lae hc�S�� THENCE SOUTH 89° 51' 27" EAST ALONG THE NORTH LINE OF SAID PARCEL 2, ALSO BEING THE SOUTH LINE OF THE ARVIN-EDISON INTAKE CANAL, A S89°17'30"E 566.11' ` LCtr er - yby s Q l' lS DISTANCE OF 186.56 FEET; THENCE SOUTH 00' 06' 05" WEST A DISTANCE \< T T T\ OF 0.03' TO THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY \ �! \ -p V/v- Lt�-�V_ AND HAVING A RADIUS OF 1345.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22° 36' 51" AN ARC DISTANCE OF NORTH LOT 2 Or L I 06-0J29 INDEX MAP NOT TO SCALE (STORM DRAIN) LIST OF ESTIMATED MATERIALS ITEM QUANTITY STORM DRAIN MANHOLE 3 EA STORM DRAIN CATCH BASIN W/7' OPENING 4 EA STORM DRAIN 15"0 CLEANOUT 5 EA STORM DRAIN 30"0 CLEANOUT 1 EA 18"0 RCP STORM DRAIN 691 L.F 6"0 PVC STORM DRAIN 749 L.F ESTIMATED EARTHWORK QUANTITIES CUT FILL 2,732 C.Y. 20,917 C.Y. NOTE: 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 ESTIMATED EARTHWORK INDEPENDENTLY OF THE ENGINEER'S. DISTURBED AREA PROJECT ACREAGE 7.62 ACRES 7.62 ACRES L , 530.86 FEET; THENCE SOUTH 22° 30' 45" EAST A DISTANCE OF 110.80 FEET; THENCE NORTH 89' 51' 27" WEST A DISTANCE OF 566.11 FEET TO IV�T A WATER 5 � EASTERLY RIGHT-OF-WAY LINE OF FREEWAY 99; THENCE NORTH 12° 09 WEST ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID FREEWAY J�� ©VA99 DISTANCE OF 633.77 FEET TO THE SOUTH LINE OF SAID R IN-EDISON INTAKE CANAL; THENCE SOUTH 89' 51' 27" EAST A ANCE OF 367.33 FEET TO THE POINT OF BEGINNING. ' Lf RADINIG P! 4N as si, .%,n on this r-.ttoan, drawing is f.ereb a 7ind��;a.r.lr^nr rirdlrlons� ApprovaibythePuh„ L'': ` Depaic rtlr}eni and RuI;dlnR n,'cartment indicates approval only as xslgn criteria used and r,,m.frrn� C�,rice to City Standards, Codes and ^ances. Engineer for the subdkr,jer or developer shall be , erri';n_ fpr IOcuracyofcaicu:a onsfcrrthisPlanandshallsubmitacertified as -graded" plan after Completion of the grading. City Records No. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (811) ENGINEER'S STATEMENT 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. MICHAEL TODD WOOD R.C.E. 64410 Ad ARCHITECTURAL DESIGN•GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY S"ECIFICALLY RESERVED --OWNER FLOOR DECOR, 41144 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 --CONSULTANT------ DEWALT ero.� • Fl�..p • .glllll'�10 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT REOL 1 NOV 4 CITY BUILDING DEI, O r� W 0 O AML 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ISSUE 90% SET 07.08.2020 PERMIT SET 09.08.2020 A ADDENDUM A 10.12.2020 ---- SEAL qR ESS/pNq c,, G O Z w C 64410 Irn * Exp. 6-30-21 CI VIA �Q C OF CALF -SHEET COVER SHEET DRAWN: A. VARGAS CHECKED: T. WOOD (Lt:D 020 ;ELD IT'YfENT o?rdJ (lgtS_ CoIOA�11 S,_ a„ 0._C GRADING NOTES 1. ALL WORK SHALL CONFORM TO APPENDIX J OF THE CALIFORNIA BUILDING CODE (CBC), WITH THE CITY OF BAKERSFIELD STANDARDS AND SHALL ALSO CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORTS BY KRAZAN & ASSOCIATES, INC., DATED SEPTEMBER 09, 2019 AND SIGNED BY: RYAN K. PRIVETT, PE. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE CITY OF BAKERSFIELD. 3. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO THE BEST OF HIS KNOWLEDGE. THERE MAY BE OTHER LINES IN THE GROUND. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U.S.A. (811) FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY EXCAVATION OR TRENCHING. 4. 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. 5. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER, AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY BUILDING OFFICIAL 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 7. COMPACTION TESTS SHALL BE PROVIDED BY THE CONTRACTOR AT LOCATIONS TO BE APPROVED BY THE CITY INSPECTORS. 8. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN 0.1'. IF ELEVATION OF DESIGN ELEVATION PAD SHOULD BE FOUND TO BE MORE THAN f 0.1' OFF OF DESIGN ELEVATION AFTER COMPLETION AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 10. CONTRACTOR SHALL TERRACE ALL PADS WHEN ELEVATION DIFFERENCE BETWEEN PADS IS GREATER THAN 0.3' UNLESS OTHERWISE SHOWN. 11. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 95% DENSITY, FOR A MINIMUM DISTANCE OF 5' IN ALL DIRECTIONS FROM THE FOUNDATIONS OF THE STRUCTURE. ON RESIDENTIAL LOTS, THE REQUIRED AREA OF COMPACTION IS BOUNDED BY THE PAD LIMIT LINE, SIDE LOT LINES AND WITHIN 10' OF THE REAR LOT LINE. 12. ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR "ENGINEERED FILL" AS DESCRIBED IN THE PRELIMINARY SOILS REPORT. 13. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 14. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 15. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY A.S.T.M. TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 16. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED BY THE SOILS ENGINEER. 17. ALL GRADING SHALL CONFORM WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO. 18. ALL CUT SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 19. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 20. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 12". 21. ALL SLOPES IN EXCESS OF 3' IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 22. SURFACE DRAINAGE SHALL BE 1 % MINIMUM EXCEPT AS WAIVED BY BUILDING OFFICIAL. 23. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 24. ALL CUT AND FILL SLOPES GREATER THAN 3.0' HIGH SHALL BE HYDRAULICALLY PLANTED (HYDROSEEDED) IN A UNIFORM MANNER. TYPE OF SEED SHALL BE APPROVED BY THE CITY BUILDING DEPARTMENT. 25. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION. 26. PRIOR TO THE COMMENCEMENT OF ANY GRADING AND CONSTRUCTION ACTIVITIES A DUST CONTROL PLAN MUST BE SUBMITTED TO AND APPROVED BY THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT PER THE REGULATION VIII - FUGITIVE PM 10 PROHIBITIONS DUST CONTROL PLAN. 27. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHALL BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 28. 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. 29. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.3. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 30. 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 ANALYSIS OF THE WORK REQUIRED. 31. CONTOURS SHOWN ON THE PLANS HAVE AN ACCURACY OF PLUS OR MINUS ONE-HALF CONTOUR INTERVAL. 32. PAD ELEVATIONS SHOWN ARE FOR ROUGH GRADING. AFTER COMPLETION OF BUILDINGS, ALL LOTS SHALL BE FINE GRADED TO SLOPE TO THE STREETS OR DESIGNED DRAINAGE OUTLET WITH A MINIMUM GRADE OF 1 %. 33. THE SOILS ENGINEER MUST APPROVE ALL SOIL COMPACTION INCLUDING THE STABILITY OF ALL SLOPES, BOTH THOSE THAT ARE CREATED BY AND THOSE REMAINING AFTER GRADING OPERATIONS. 34. THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES AT THE BEGINNING OF THE WORK TO ESTABLISH ALIGNMENT AND GRADE. ANY GRADE STAKES OR REFERENCE POINTS WHICH MAY BE LOST OR DESTROYED BY THE CONTRACTOR DURING THE PROGRESS OF HIS WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUIRE FIELD CHECKS AT ANY STAGE OF THE WORK. THE COST OF THESE FIELD CHECKS SHALL BE BORNE BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY FOR THIS SECTION WILL NOT APPLY IN THE CASE OF MALICIOUS DAMAGE BY OTHERS. 35. 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 DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 36. THE ENGINEER IS NOT CONTRACTED WITH THE OWNER TO PROVIDE SLOPE STAKING. IF THE CONTRACTOR WANTS THE ENGINEER TO PROVIDE SLOPE STAKING, HE SHALL HIRE THE ENGINEER TO PERFORM THIS SERVICE AT THE CONTRACTOR'S EXPENSE. 37. ENGINEERED FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORTS BY KRAZAN & ASSOCIATES, INC., DATED JUNE 15, 2018 AND SIGNED BY: RYAN K. PRIVETT, PE. 38. THE GRADING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A BALANCED EARTHWORK PROJECT. IF THE CONTRACTOR DURING THE PROCESS OF CONSTRUCTION, FINDS HE HAS A DEFICIENCY OR EXCESS OF SOIL, HE SHALL IMMEDIATELY CONTACT THE ENGINEER, AND THE FOLLOWING MEASURES SHALL BE IMPLEMENTED AT THE DIRECTION OF THE ENGINEER: DEFICIENCY: CONTACT THE ENGINEER WHO WILL DEFINE REMIDIATION. EXCESS: CONTACT ENGINEER WHO WILL DEFINE REMIDIATION. NO ADDITIONAL COMPENSATION WILL BE MADE FOR THE WORK AS DESCRIBED ABOVE. 39. SHOULD CULTURAL RESOURCES BE UNCOVERED DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES ALL WORK IN THE AREA OF DISCOVERY SHALL HALT UNTIL THE FINDS CAN BE EVALUATED BY A QUALIFIED ARCHEOLOGIST AND, IF NECESSARY, MITIGATED PRIOR TO THE RESUMPTION OF DEVELOPMENT. STORM DRAIN NOTES 1. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL D-14. 2. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 3. ALL STORM DRAIN PIPE SHALL BE POLY VINYL CHLORIDE PIPE (PVC), EXCEPT CL.-III R.C.P. w/RUBBER GASKET JOINTS SHALL BE USED WITHIN CITY RIGHT OF WAY. A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034-06 PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321-05. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW-2 AND SW-4 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 5. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST-12. 6. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 7. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 8. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC STORM DRAIN PIPE WITHIN THE PIPE ZONE. PROJECT NOTES 1. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. 2. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. 3. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 4. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. SEE GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES, INC., DATED JULY 312 2020 LEGEND AC ASPHALT CONCRETE BC BEGIN CURVE BFP ®(DO BACK FLOW PREVENTER BG,BLDG BUILDING BW BACK OF WALK BL,BOL BL BOLLARD CB orL� Wi ® CATCH BASIN CE CONCRETE EDGE CLF 0 0 0 0 CHAIN LINK FENCE CO ® CLEANOUT a CONTROL POINT COMMUNICATION LINE UT COR CORNER C&G CURB & GUTTER ! �b d EXISTING ELEVATION 0 DESIGN ELEVATION 1.20% DIRECTION OF DRAINAGE DI FEI DRAIN INLET ELECTRICAL LINE E ELECTRICAL POWER BOX ERI ELECTRICAL RISER EC END CURVE EG EXISTING GRADE EP EDGE OF PAVEMENT EX,EXIST EXISTING FF FINISHED FLOOR FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GB --•-----•- GRADE BREAK G GAS LINE G GV GAS VALVE INV INVERT LS LANDSCAPE LIGHT POLE LANDSCAPE DRAIN (OE) OVERHEAD ELECTRICAL FENCE LINE X 365 EXISTING CONTOUR LINE SILT FENCE SF WIND FENCE WF OG ORIGINAL GROUND PROPERTY LINE PCC POINT OF COMPOUND CURVE POC POINT ON CURVE PRC POINT OF REVERSE CURVE 0 POWER POLE - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - - - - - - - - - - SAWCUT S SD TIC TW TF TFW myj WV WD FNC 9 0 0 UUL l SIGN WITH POST SANITARY SEWER STORM DRAIN STORM DRAIN MANHOLE SWALE TELEPHONE MANHOLE TELEPHONE VAULT TOP OF CURB TOP OF WALL TOP OF FOOTING TOP FACE OF WALL TRAFFIC SIGNAL TRAFFIC SIGNAL BOX TELEPHONE VAULT TREE UNIDENTIFIED VALVE UNIDENTIFIED RISER UNIDENTIFIED UTILITY LINE WATER LINE WATER METER WATER VALVE WOOD FENCE -3��, City Records No. AbAhAdbi ENNIFIRM ARCHITECTURAL DESIGN■GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER FLOOR DECOR 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT DEWALT a�.+a • rtiw..w • M�N.r.+o wo OVALCIRMU • wwwoeweur 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT Q Z O LL J Q I U W � 0 Q o N W LL mow _1� W Q m N6 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ISSUE 90% SET 07.08.2020 PERMIT SET 09.08.2020 A ADDENDUM A 10.12.2020 SEAL- QVf ESSIo4 T. l� * Exp. 30- 1 s� CI VIA �Q 9�F � CAI-\F� SHEET GENERAL NOTES & LEGEND DRAWN: A. VARGAS CHECKED: T. WOOD is 0.70% FW FW- i FW FW FW nu c I C ��SCA�LEV! CUSTOMER PICK UP TYPE 2 CD C 30'-84- (CONCRETE PAD WIDTH) " 12'-4" Go (INSIDE ENCLOSURE WIDTH) 8" Ir 10 CUBIC YARD TOP AND TRANSFORMER PAD o END LOADING CONTAINER _ (COORDINATE WITH o, (6' L X 6' W X i-8' H) ELECTRICAL PLANS) w w 0 z 5'-2" 01 1ti �C, S� O RECYCLING ENCLOSURE (TYP. SCALE: N.T.S. 0 CMU WALL VARYING HEIGHT WALL SECTION: TYPICAL LOADING DOCK RAMP 2.09, '67 2.52% 6" DIAMETER PIPE BOLLARD CMU WALL CONTAINER ENCLOSURE SHALL BE MIN. 8' HIGH r DIAMETER BY 1 r DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED AND OPEN POSITION, FIELD VERIFY EXACT LOCATIONS. 6" DIAMETER PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE. PAINT OSHA YELLOW. Y DESIGN CONCRETE PAD TO WITHSTAND 10,000 LBS PER SINGLE WHEEL LOADS. LOADING BAYS NET 0% 40.5' 1 10' 00 PLAN CURB CUT DETAIL ISOMETRIC VIEW NOT TO SCALE 1) L = LENGTH OF THE RIPRAP APRON. 2) L2 = RIPRAP TO BE INSTALLED UNDERNEATH 1/3 THE LENGTH OF TRANSITION. 3) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. 4) A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. SECTION A -A NOT TO SCALE Afaimblildh momp"RE ARCHITECTURAL DESIGN■GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-st1.com P:: 314.644•1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED -OWNER FLOOR D EC0R . ® . 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT - -- DE WALT LAD DCUaO!'MW • CONNnKIMM WWMQ®Btr 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 -PROJECT- — - --- --- 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 —ISSUE— - -. __ - 90% SET -- 07.08.202 PERMITSET 09.08.202 q ADDENDUM A 10_12.202 /QROFESS/pN T . 9l F V� �0 2 ,c., - C 64410 /� ,r i Exp. 610-21 M* ��9TF ��CA��F�\P SHEET ENLARGED PLANS DRAWN: A. VARGAS CHECKED: T. WOOD SCALE: N.T.S. SCALE: 1" = 4' City Records No. i 1 � A R V I N E D I S 0 N C A N A L r-a t i I I I I I PAINTED FIRE LANE LOT 2 OF CHAIN UNK FENCE`- L LA 06-0929 SEE GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES, INC., DATED JULY 319 2020 SEE SHEET C1.1 FOR ADDITIONAL NOTES EX. STREET IMPROVEMENTS I I REMOVE t78 LF OF I EX. CHAIN LINK FENCE I I S. PROTECT IN PLACE _. EX. STREET LIGHT SAWCUT AS DIRECTED ��BY CITY ENGINEER °a I s I REMOVE EX. SIGN I REMOVE EX. CURB, I GUTTER & SIDEWALK ) I F. DEMOLITION DETAIL 'A' SCALE: 1" = 20' I.bTV�L LA. VVI\Y, I GUTTER & SIDEWALK i EX. STREET IMPROVEMENTS DEMOLITION DEMOLITION DETAIL'B' SCALE: 1" = 20' LEGEND NEW HEAVY-DUTY ASPHALT; 0.67' AC/0.50' AB/1.00' NATIVE - - NEW STANDARD -DUTY ASPHALT PAVEMENT; _....................._. 0.33' AC/0.42' AB/1.00' NATIVE NEW STANDARD -DUTY CONCRETE PAVEMENT: ... ..... 0.33' PCC/1.00' NATIVE 77 NEW HEAVY-DUTY CONCRETE PAVEMENT: 0.67' PCC/0.67' AB/1.00' NATIVE W W W y W W W LANDSCAPING PROPERTY LINE/PROJECT LIMITS - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - - - - - - SECTION LINE 0 0 0 FENCE, CHAIN LINK - - - - - RIDGE LINE/GRADE BREAK - - ->- - ->- SWALE CMU BLOCK WALL PARKING LOT LIGHTS SIGN CURVE TABLE CURVE LENGTH RADIUS TANGENT A Cf 47.51' 30.00' 30.39 90'4428" C2 38.50' 30.00' 22.42 73'32'02" C3 21.04' 12.00' 14.41 1002621 " C4 58.87' 30.00' 44.84 112261050 C5 35.24' 30.00' 19.97 677754" C6 37.95' 105.00' 19.18 20 4222" C7 48.79' 135.00' 24.66 20'4222" C8 1 52.80' 50.00' 29.16 6030'31 " C9 52.80' 50.00' 29.16 6030'31 " C10 157.08' 100.00' 100.00 90*00'00" Ci 1 1 45.89' 215.00' 23.03 127342" C12 39.48' 185.00' 19.82 127342" C13 60.74' 50.00' 34.76 69'36'31 " C14 27.15' 1 20.00' 1 16.13 77'46'18" �� -3� (,o City Records No. ARCHITECTURAL DESIGN•GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER FLOOR ?04. DECOR 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT D! WALT 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT Q z Ix O J Q m U W � 0 Q O � `" J W h IlX m 0A 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ISSUE 90% SET 07.08.2020 PERMIT SET 09.08.2020 AT ADDENDUM A 10.12.2020 SEAL QROFESS/pNq cl- _ oo m w I'M * Exp. 6-30-21 9TF CI VIA OF CALIF SHEET PAVING PLAN DRAWN: A. VARGAS CHECKED: T. WOOD 1 1 1 1 1 1 1 INLET HT.=4.77' CAJtMAX CURVE TABLE CURVE LENGTH RADIUS TANGENT A Cl 47.51' 30.00' 30.39 90 4428" C2 38.50' 30.00' 22.42 7332'02" C3 21.04' 12.00' 14.41 1002621 " C4 58.87' 30.00' 44.84 112 26'05" C5 35.24' 30.00' 19.97 677754" C6 37.95' 105.00' 19.18 20 4222" C7 48.79' 135.00' 24.66 20 4222" C8 52.80' 50.00' 29.16 6030'31 " C9 52. 80' 50. 00' 29.16 60 JO'3l " C10 157.08' 100.00' 100.00 90 00'00" Ci l 45.89' 215.00' 23.03 1273'42" C12 39.48' 185.00' 19.82 127342" C13 60.74' 50.00' 34.76 6936'31 " C14 27.15' 1 20.00' 16.13 77-46'18" A R V I N E D I S 0 N C A N A L CONSTRUCTION NOTES STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. DETAIL SW-2. O2 STORM DRAIN CATCH BASIN TYPE "A" PER C.O.B. STD. DETAIL D-14. O3 STORM DRAIN JUNCTION BOX PER DETAIL I ON SHEET C9.1. ® STORM DRAIN CLEANOUT PER DETAIL J ON SHEET C9.1. CO 1 i Q 1 St �o 1 1 F�' 1 v 1 S> 11 1 11 1 v 11 1 it v 1 1 2 STORM DRAIN IN w/3.5' OPENING 1 NOR. FL=354.40 1 1 DEP. FL=354.23 1 1 1 J so� 1 N89'17'30"W 553.89' LOT 3 OF RIM ELEV.=356.14 INLET HT.=12.70' STORM DRAIN STRUCTURE TABLE STRUCTURE ID STRUCTURE DETAILS NORTHING EASTING INVERT ELEVATIONS RIM ELEV. = 357.67 STORM DRAIN CLEANOUT NO.1 SUMP ELEV. = 351.50 2293731.87 6254716.45 INV. 6"=353.50 (E) HEIGHT = 6.17' RIM ELEV. = 357.63 INV. 6"=352.88 (W) STORM DRAIN CLEANOUT NO.2 SUMP ELEV. = 349.15 2293728.06 6255024.99 INV. 18'=349.15 (S) HEIGHT = 8.47' RIM ELEV. = 354.00 STORM DRAIN CLEANOUT NO.3 SUMP ELEV. = 350.50 2293976.98 6254997.55 INV. 6"=351.00 (W) HEIGHT = 3.50' RIM ELEV. = 352.87 STORM DRAIN CLEANOUT N0.4 SUMP ELEV. = 348.11 2293981.66 6254619.16 INV. 6"=349.11 (E) HEIGHT = 4.77' RIM ELEV. = 358.38 STORM DRAIN CLEANOUT NO.5 SUMP ELEV. = 351.60 2294015.49 6254996.73 INV. 6"=351.60 (N) HEIGHT = 6.78' RIM ELEV. = 355.04 STORM DRAIN CLEANOUT NO.6 SUMP ELEV. = 349.98 2294077.32 6254997.50 INV. 6"=350.98 (S) HEIGHT = 5.06' RIM ELEV. = 356.14 INV. 18"=343.54 (W) EXIST. STORM DRAIN MH SUMP ELEV. = 343.44 2293574.50 6255272.62 INV. 30"=343.44 (S) HEIGHT = 12.70' INV. 30"=343.44 (N) RIM ELEV. = 354.26 STORM DRAIN INLET A SUMP ELEV. = 349.17 2293524.08 6254718.67 INV. 18"=349.67 (NE) HEIGHT = 5.09' RIM ELEV. = 354.97 STORM DRAIN INLET B SUMP ELEV. = 348.88 2293558.15 6254737.14 INV. 18"=349.38 (S) HEIGHT = 6.09' RIM ELEV. = 354.37 STORM DRAIN INLET C SUMP ELEV. = 348.07 2293516.79 6255190.34 INV. 18"=348.57 (N) HEIGHT = 6.30' RIM ELEV. = 355.15 INV. 18"=348.39 (S) STORM DRAIN INLET D SUMP ELEV. = 347.79 2293552.54 6255190.87 INV. 18"=348.29 (NE) HEIGHT = 7.36' RIM ELEV. = 354.46 INV. 18"=349.30 (N) STORM DRAIN JB NO.1 SUMP ELEV. = 349.20 2293550.27 6254737.04 INV. 18"=349.30 (SW) HEIGHT = 5.26' INV. 18"=349.20 (E) RIM ELEV. = 355.48 INV. 18"=348.78 (W) STORM DRAIN JB NO.2 SUMP ELEV. = 348.78 2293546.74 6255022.75 INV. 18"=348.78 (E) HEIGHT = 6.70' INV. 18"=348.88 (N) RIM ELEV. = 354.61 INV. 18"=348.43 (N) STORM DRAIN JB NO.3 SUMP ELEV. = 348.43 2293544.66 6255190.78 INV. 18"=348.53 (W) HEIGHT = 6.18' INV. 18"=348.43 (S) RIM ELEV. = 355.89 INV. 18"=348.25 (SW) STORM DRAIN MH NO.1 SUMP ELEV. = 343.64 2293575.31 6255206.91 INV. 18'=343.64 (E) HEIGHT = 12.25' STORM DRAIN PIPE TABLE PIPE No. SIZE (DIA.) LENGTH SLOPE INV. IN INV. OUT MATERIAL SDP-01 18"0 285.7' 0.15% 349.20 348.78 RCP SDP-02 18"0 168.0' 0.15% 348.78 348.53 RCP SDP-04 18"0 7.9' 1.00% 349.38 349.30 RCP SDP-05 18"0 27.9' 0.50% 348.57 348.43 RCP SDP-07 18"0 27.9' 0.15% 348.29 348.25 RCP SDP-09 18"0 181.3' 0.85% 350.42 348.88 RCP SDP-10 6"0 308.6' 0.20% 353.62 353.00 PVC SDP-11 6"0 378.4' 0.507 351.00 349.11 PVC SDP-12 6"0 61.8' 1 1.007 351.60 1 350.98 PVC UTILITY DESIGNATION LEGEND SDP-01 STORM DRAIN PIPE DESIGNATION STORMWATER SUMMARY STORMWATER WILL BE DISCHARGED TO AN OFF -SITE, ABOVE GROUND DETENTION SYSTEM. RETAINING WALL SUMMARY THERE ARE NO RETAINING WALLS REQUIRED. PRELIMINARY EARTHWORK VOLUME CUT: 3,238 CU-YDS FILL: 21,585 CU-YDS NET FILL: 18,347 CU-YDS THE ABOVE ASSUMES EXISTING GRADE TO FINISHED GRADE WITH NO ADJUSTMENTS FOR CLEARING/GRUBBING, PAVEMENT SECTION AND BUILDING SLAB. ACCOUNTING FOR THE ABOVE RESULTS IN A NET FILL OF 18,347 CY. NO ADJUSTMENTS HAVE BEEN MADE FOR OVEREXCAVATION. INCLUDES 15% FILL FACTOR *EXPOSED FOUNDATION NOTES 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND DETAILS FOR THE PROPOSED MONUMENT SIGNS SHOWN. LOCATIONS AND SIZE SHOWN ON THIS PLAN ARE FOR GENERAL COORDINATION PURPOSES ONLY. 2. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS. ANY BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE FOR GENERAL COORDINATION PURPOSES ONLY AND SHOULD NOT BE USED TO LAYOUT THE BUILDING OR ITS APPURTENANCES (STAIRS, DOORS, DOCKS ETC...) 3. SEE ARCHITECTURAL PLANS FOR PATHS OF TRAVEL. -N- 30' 0' 30' SCALE: 1 "= 30' 10 Know what's below. Call before you dig. LEGEND PROPERTY LINE/PROJECT LIMITS PROPERTY LINE (OFFSITE) - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - - - - - - - - - EXISTING EASEMENT - - - - - SECTION LINE -� PROPOSED BUILDING/STRUCTURE EXISTING BUILDING/STRUCTURE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER PROPOSED CHAIN LINK FENCE 0 0 0 EXISTING CHAIN LINK FENCE - - -SD- - - EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE O EXISTING STORM DRAIN PIPE STRUCTURES O PROPOSED STORM DRAIN PIPE STRUCTURES - - - 452.0 - - EXISTING MAJOR CONTOUR - - 454 a EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 450.0 449.0 PROPOSED MINOR CONTOUR City Records No. ARCHITECTURAL DESIGN•GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER- -__ FLOOR + DECOR ` . 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT -- -- -- - DE WALT GI7ti- wo DEAL ones • COINYI&O" wrOA04W 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 _ PROJECT ---- -- Q Z Im 0 LL a m U W � 0 Q � 0 H J LU LL H LU he Q m 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ----ISSUE 90% SET 07.08.2W PERMIT SET 09.08.202 ADDENDUM A 10.12.202 SEAL Q V ESS/pN\ T. w' C 640?. Irn . Exp. 6-30-21 ��qTF �ICAOF�\� SHEET GRADING & DRAINAGE PLAN DRAWN: CHECKED A.VARGAS T. WOOD C500 w z Q Q v 28' Ci iti] 30' 20' DRIVE AISLE C8.0 GRADS FINSHED FLOOR = 358.50 GRADE ARIEES I PER PLAN PER PLAN i OG STD. DUTY 15 HEAVY DUTY 15 C8.0 C8.0 GRADING SECTION A SCALE: N.T.S. 10' 11' 18, w z G, I �le I Li Li CL CHAIN LINK FENCE PER C.O.B. STD. DETAIL D-12 30' DAYLIGHT TO EXISTING GRADE VARIES I GRADE VARIES (MAX. 2:1) PER PLAN + PER PLAN 3 STD. DUTY 15 HEAVY DUTYGC15 C8.0 OG GRADING SECTION B SCALE: N.T.S. 356.40' 9.88' , 20' 30' DRIVE AISLE I GRADE VARIES -- L GRADE VARIES PER PLAN PER PLAN i 15 C8 0 C8.0 STD. DUTY C8.0 STD. DUTY C8.0 C8.0 29.02' EXISTING STREET IMPROVEMENTS r Q 3 I 6.50' o r Z O O A�11 NEW SIDEWALK PER C8.1 CITY STD. ST-5 9' 142.33' 30' 13.67' 219.90' 90.33' 55' LANDSCAPED DRAINAGE DEPRESSION w z w z Lj J � 2 O C8.0 a CL w GRADE VARIES FINSHED FLOOR = 358.50 a EXIST. CHAIN UNK ft GRADE VARIES PER PLAN GRADE VARIES PER PLAN PE OG � 4 15 STD. DUTY 2 STD. DUTY 15 C8.0 C8.0 C8.0 HEAVY DUTY 15 3 2 C8.0 C8.0 C8.0 C8.0 City Records No. IldhimbAhk ■■■, R■ ARCHITECTURAL DESIGN•GUILID 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED - -OWNER FLOOR F DECOR .�_ 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT 9 DE WALT eMAMEp • PLAMM • 9UR&-YM LAW DEV9dOP► W • 00NHI L CMINI iMN11GBiB1r 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT Q Z O LL J Q W I= O 0 1 N W LA. W Q m 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81338 SQ. FT. JOB NUMBER: 2620.0307.00 PROTOTYPE: 2020 Q1 ISSUE - - 90% SET PERMIT SET 07.08.2020 09.08.2020 A ADDENDUM A 10.12.2020 SEAL - 4gpV ESS/�y9 _ c z w, C 644,10 �; m 01-; * Exp. 6-30-21 CAL SHEET GRADING DETAILS DRAWN: A. VARGAS CHECKED: T. WOOD NOTE PRIOR TO NOTICE OF COMPLETION, THE STORM DRAIN SYSTEM, INCLUDING THE SUMP, SHALL BE INSPECTED AND ANY DEBRIS FOUND DURING THE INSPECTION SHALL BE REMOVED TO THE SATISFACTION OF THE WATER DEPARTMENT. AbAbAhk MEMPFIRM cARMAx A R V I N E D I S 0 N C A N A L 1 35��i- �t 1� 1 1 11 1 1 1 1 DRAINAGE AREA 1'D' AREk 1.69 AC 1 ° i k 0 do i LOT 3 Or LEGEND -N- 30' 0' 30' SCALE:1 "= 30' PROPERTY LINE/PROJECT LIMITS PROPERTY LINE (OFFSITE) - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - - - - - - - - - EXISTING EASEMENT - — — — - SECTION LINE PROPOSED BUILDING/STRUCTURE EXISTING BUILDING/STRUCTURE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER PROPOSED CHAIN LINK FENCE EXISTING CHAIN LINK FENCE - - —SD— - - EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE EXISTING STORM DRAIN PIPE STRUCTURES PROPOSED STORM DRAIN PIPE STRUCTURES - - 452.0 - - EXISTING MAJOR CONTOUR - ,,E EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 450.0 - 449.ti PROPOSED MINOR CONTOUR ARCHITECTURAL DESIGN■GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER -- FLOOR ��, DECOR .&►_I 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT DE WALT LAM DEVM.one r • Ootaffm nm wwwema 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661)323-4674 -PROJECT Q 0 J Q aV LLI o to V W W N6 m 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: STORE NUMBER: AREA: JOB NUMBER: PROTOTYPE: ISSUE 07/08/2020 T.B.D. 81,338 SQ. FT. 2020.0307.00 2020 Q1 90% SET PERMIT SET ADDENDUM A 07.08.20 09.08.20 10.12.20 SEAL-___ - -- — — QW ESS/ON9 T . � F� 0 c' w� C 644,10 m * `Exp. 6-3A-21 J� CI Vl\_ �Q 9TF OF CA1 \I SHEET DRAINAGE AREA MAP DRAWN: A. VARGAS CHECKED: T. WOOD C502 7.9 LF 18"0 STORM DRAIN RCP 0 1.00% 32.0 LF 18"0 STORM DRAIN RCP 0 1.16% STA=9+81.96, OFF=26.41 w/3.5' OPENING NOR. FL=353.72 DEP. FL=353.55 70 INLET B STA=10+00.00, OFF= w/3.5' OPENING NOR. FL=354.39 DEP. FL=354.22 SD STORM DRAIN JB NO.1 STA=10+00.00, OFF=O. TMH=354.5t 48"0 (I.D.) HT=5.3' N11 m m 1 SD 285.7 LF 18"0 RCP STORM DRAIN 00.15% SD 12 SD SD STORM DRAIN 3 STA=12+85.73, TMH=355.5t 48"0 (I.D.) HT=6.7' PROPERTY LINE � 1 STOIRM DRAIN MH N0.1 �`� � STA=14+69.52, OFF=30.85' LT �^ f TMH=355.9f z o O 48"0 (I.D.) \ w N w' HT=12.2'En If as 27.9 LF 18"0 STORM DRAIN \ a \ ao 3R IX of RCP ®0.15% \ 48"0 EXIST. MH cn o � 65.7 LF 18"0 STORM DRAIN ® w 2 INLET D RCP ®0.15% \ TMH = 356.1f ao a� oo V) STA=14+53.77, OFF=7.88' LT A INV 18" W = 343.54 INV 30" S = 343.44 Jan w $ w/3.5' OPENINGS : „ En a NOR. FL=354.54 ^ `,, INV 30 N = 343.44 0 S� PROPOSED. 10"0 SEWER I DEP. FL=354.37 SS Y EXIST, 10"0 SEWER /� a I $ `• O \ 13 168.0 LF 18"0 RCP STORM DRAIN 0 0.15% 14 SD SD 5u SID \ \ 2 7.9 LF 18"0 STORM AIN \ J .L \ F 3 STORM DRAIN JB N0.3 RCP 0 0.50% � STA=14+53.77, OFF=0.00' L� TMH=354.6f \ \ \ \ oaf Da 48"0 (I.D.) 27.9 LF 18"0 STORM DRAIN 9 HT=6.2' RCP 0 0.50% \ \ ° \ \ J► \ \`\ o 10 2 INLET C \ O \ STA=14+53.68, OFF=27.87' RT \ w/3.5' OPENING \ A NOR. FL=353.73 ` \ DEP. FL=353.56 FW FW FW- STORM DRAIN ALIGNMENT A HORIZ. SCALE: 1" = 20 STA. 9+00.00 - 16+00.00 VERT. SCALE: 1" = 5 370 I i J ly Z - Cq I0 365 365 `n o � t- O -j I P ¢ II Mi i a' O OO N O Z I O I Z M O = O N o z PROPOSED PROFIT E @ CEN TER OF PIPE 04 � Q , + = o 360 i om r 00� "' Z �'�360 _ z ^� o a N II a I � >c ao Iz " EX/ST/NG AROUND ®CENTER OF FIPE �' W a�MM o Sao II cn N + Qco O LO J I I II it p1 �, in r i L2 [� N OO e N� Uj 355 -- -- ----- ��'�� - --- -- -- _ 355 I I 1 I O I 8"0 FIRE WATER350 I I : 350 ____ __ 0.15%-- j 0.15% I \N�- - - - - - - I Ir 345 345 �� o .��'� `�� 0.15% � I 32.0 LF 18"0 RCP STORM DRAIN 285.7 LF 18"0 RCP STORM DRAIN 168.0 LF 18" 0 RCP STORM DRAIN h �\�� `� gyp, _ �ti �R ,�. ''� 340 I I I I 27.9 LF 18"0 I E RCP STORM DRAIN 65.7 LF - 18"0 RCP STORM DRAIN 335 335 9+00 10+00 11 +00 12+00 w z w a O ir a STORM DRAIN JB NO.22 STA=10+00.00, OFF=( TMH=355.5t 48"0 (I.D.) HT=6.7' 1 SD 0� Z Q 0 o� cn o s co a U 0 FW I m 1+1 13+00 i i O 4 STORM DRAIN CLEANOUT N0.2 STA=11+81.33, OFF TMH=357.6t 30"0 (I.D.) HT=7.2' 181.3 LF 18"0 RCP STORM DRAIN 0 0.85% tiu I bu I SD IN PROPOSED 8"0 FIRE FW FW FW STORM DRAIN ALIGNMENT B PROPOSED 8"0 WATER 14+00 15+00 16+00 W FW FW i HORIZ. SCALE: 1" = 20 J 1U STA. 9+00.00 73+00.00 .S U I H CV O z 365 b o 1 � z 365 -� 1 O J o z U g PROPOSED PROFILE ® CENTER OF PIPE 360 0 z �--11 M 360 o a v a o g�6 ------ - -- - o - --------355 _35_5. _. -. -- - I' EXISTING GROUND @ CENTER OF PIPE I 8"0 WATER---Q , 350 I i 350 ti 0 8, 6 345 , �� ,,�� ' 345 181.3 LF 18"0 RCP STORM DRAIN 340 ( 340 335 I I 335 9+00 10+00 11 +00 12+00 13+00 CONSTRUCTION NOTES O1 STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. DETAIL SW-2. O2 STORM DRAIN CATCH BASIN TYPE "A" PER C.O.B. STD. DETAIL D-14. O3 STORM DRAIN JUNCTION BOX PER DETAIL I ON SHEET C9.1. ® STORM DRAIN CLEANOUT PER DETAIL J ON SHEET C9.1. LEGEND PROPERTY LINE/PROJECT LIMITS PROPERTY LINE (OFFSITE) - - RIGHT-OF-WAY LIMIT ROAD CENTERLINE - - - - - - - - - EXISTING EASEMENT - - - - - SECTION LINE PROPOSED BUILDING/STRUCTURE _ EXISTING BUILDING/STRUCTURE PROPOSED CURB & GUTTER EXISTING CURB & GUTTER 0 0 0 PROPOSED CHAIN LINK FENCE EXISTING CHAIN LINK FENCE -SD- - EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE O EXISTING STORM DRAIN PIPE STRUCTURES Q O PROPOSED STORM DRAIN PIPE STRUCTURES EXISTING STORM DRAIN PIPE PROPOSED SANITARY SEWER PIPE ss ,., EXISTING SANITARY SEWER PIPE STRUCTURES - ® I PROPOSED SANITARY SEWER PIPE STRUCTURES EXISTING WATER PIPE PROPOSED WATER PIPE w PROPOSED FIRE WATER PIPE FW- EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT O'er BACKFLOW PREVENTER EXISTING GAS LINE G PROPOSED GAS LINE EXISTING COMMUNICATION LINE T PROPOSED COMMUNICATION LINE EXISTING OVERHEAD LINE EXISTING BURIED ELECTRIC LINE UE PROPOSED BURIED ELECTRIC LINE CMU BLOCK WALL b (� -3� City Records No. AdblimbAhk momp"RE ARCHITECTURAL DESIGN■GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314-644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER - -- FLOOR ��, DECOR ,4TN' 2S00 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT 9 DE WALT maa M ° 111.001111110 ° aliffl m LMD 0lYB"mm • ammm rm mmwBBR 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT a Z O J Q U W cc o V1 W N W a 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Ql ISSUE - - - - 90% SET 07.08.2020 PERMIT SET 09.08.2020 AA ADDENDUM A 10.12.2020 SEAL Q V ESS/ pN9l o� oZ C 64410 F T * Exp. 6-30-21 OWN �Q 9�F CA0 SHEET STORM DRAIN PLAN & PROFILE DRAWN: A. VARGAS CHECKED: T. WOOD • EROSION 1� ,1 CONTROL 1 PLAN - PHASE. SEQUENCE OF CONSTRUCTION PHASE 1. INSTALL SWPPP INFORMATION SIGN. VVJ 1/ VV L VV V•11 LOT 2 Or \ LL A 06- 0929 \ i JG AREA. UPON IMPLEMENTATION AND THE FOLLOWING AREAS: TRAILER PARKING, TA —POTTY, CONCRETE WASHOUT, MASONS ) MATERIAL STORAGE CONTAINERS, SOLID =RS, ETC., DENOTE THEM ON THE SITE MAPS D NOTE ANY CHANGES IN THE LOCATIONS AS ROUGHOUT THE CONSTRUCTION PROCESS. ET PROTECTION AT EXISTING INLETS. NG IMPROVEMENTS. )IMENT CONTROL LOGS ADJACENT TO THE /EMENT AREA. IEW BUILDING PAD AND PAVING AREAS. _DING AND APPURTENANCES. FINAL GRADING AND INSTALL PERMANENT ARED. AREAS MUST BE MULCHED AND TACKED, OR 14 DAYS AFTER FINAL GRADE IS REACHED ON THE SITE NOT OTHERWISE PERMANENTLY BILIZATION AND COMPLETION OF PROJECT, JT CONTROLS. ----------- I I I II EXISTING DRAINAGE BASIN I . I I I I /— — — — — — — — -� OT 3 Or L L a 06-0929 \ \ \ \ \ ®1 EXISTING FH EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL ENSURE STORM WATER QUALITY BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, DURING AND AFTER CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND ADJACENT PROPERTY. 3. TO THE EXTENT PRACTICABLE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO GRADING ACTIVITIES. FOLLOWING INITIAL GRADING ACTIVITIES, EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PLACED AS CONSTRUCTION SEQUENCING AND ACCESS DICTATES. 4. AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) OUTLINED ON THE DRAINAGE AND STORM WATER MANAGEMENT PLAN MUST BE CORRECTLY INSTALLED AND FUNCTIONING, IN ACCORDANCE WITH THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORM WATER QUALITY CONTROL DESIGN GUIDANCE MANUAL. AT ALL TIMES DURING THE PROJECT CONSTRUCTION, ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO PREVENT ACCELERATED EROSION AND SEDIMENTATION, OR AS REQUESTED BY THE CITY, UNTIL A TIME WHEN THE CITY DETERMINES THEY ARE NO LONGER NEEDED. 5. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO WATER AND WIND BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICABLE PERIOD OF TIME. 6. ALL TOPSOIL, WHERE PHYSICALLY PRACTICABLE, SHALL BE SALVAGED AND ON TOPSOIL SHALL BE REMOVED FROM THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN SHALL BE SEGREGATED AND STOCKPILED SEPARATELY AS DESIGNATED BY THE DEVELOPER. TOPSOIL AND OVERBURDEN SHALL BE REDISTRIBUTED WITHIN THE GRADED AREA AFTER A ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR THE AREAS THAT WILL BE SEEDED AND PLANTED. 7. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT—OF—WAY RESULTING FROM THE CONSTRUCTION SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 8. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE TECHNOLOGY. A WATER TRUCK SHALL BE USED WITHIN TWENTY—FOUR (24) HOURS OF THE CITY'S REQUEST FOR DUST CONTROL ON SITE. 9. RUNOFF FROM STOCKPILES SHALL BE CONTROLLED TO PREVENT EROSION AND RESULTANT SEDIMENTATION OF RECEIVING WATERS OR ADJACENT PROPERTY. SOILS STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN (14) DAYS AFTER COMPLETION OF THE STOCKPILE CONSTRUCTION. 10. IF STOCKPILES ARE LOCATED WITHIN CLOSE PROXIMITY TO A DRAINAGEWAY, ADDITIONAL SEDIMENT CONTROL MEASURES, SUCH AS TEMPORARY DIVERSION DIKE OR SILT FENCE, SHALL BE PROVIDED. 11. PERMANENT SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS TO DISTURBED AREAS IN WHICH FINAL GRADE IS COMPLETED. 12. TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS, TO AREAS THAT ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS, PER THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT VOLUME 3. 13. HYDRAULIC SEEDING MAY BE SUBSTITUTED FOR DRILLING ONLY WHERE SLOPES STEEPER THAN THREE TO ONE OR WHERE ACCESS LIMITATIONS EXIST. WHEN HYDRAULIC MULCHING SHOULD BE DONE AS A SEPARATE OPERATION IMMEDIATELY FOLLOWING SEEDING, TO PREVENT SEEDS FROM BEING ENCAPSULATED IN THE MULCH, HYDRAULIC MULCH MUST CONTAIN A TACKIFYING AGENT AT A RATE OF FIFTEEN HUNDRED POUNDS PER ACRE (STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORM WATER QUALITY CONTROL DESIGN GUIDANCE MANUAL, APPENDIX C 3.2). 14. FOR SLOPES GREATER THAN THREE TO ONE (3:1) AND OTHER SPECIAL SITUATIONS, EROSION CONTROL BLANKETS, ANCHORED WITH STAPLES, MAY BE REQUIRED IN STEAD OF MULCH. 15. SEEDING RATES FOR BROADCAST APPLICATION SHOULD BE INCREASED AT LEAST TWICE THAT OF DRILLED RATES. 16. STRAW MULCH RATES SHOULD BE A MINIMUM OF TWO (2) TONS/ACRE AND SHOULD BE CRIMPED, OR ANCHORED WITH THE AID OF TACKIFIERS. 17. INSPECTION AND MAINTENANCE PROCEDURES. INSPECTIONS SHALL BE PERFORMED EVERY FOURTEEN (14) DAYS, OR FOLLOWING A STORM WATER EVENT. AN INSPECTION FORM (PROVIDED BY THE CITY) SHALL BE COMPLETED FOR EACH INSPECTION PERFORMED. THE COMPLETED INSPECTION FORM SHALL BE PROVIDED TO THE CITY. INSPECTION REPORTS MUST BE KEPT ON SITE. MAINTENANCE AND REPAIRS SHALL BE PERFORMED AS SOON AS POSSIBLE ON ITEMS OR AREAS IDENTIFIED IN THE INSPECTION REPORT. MAINTENANCE SHOULD BE PERFORMED AS INDICATED IN THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORMWATER QUALITY CONTROL DESIGN GUIDANCE MANUAL, PER MANUFACTURER'S SPECIFICATIONS, OR OTHER SOURCES DETERMINED TO BE ACCEPTABLE. 18. ALL EROSION CONTROL MEASURES MUST REMAIN IN A FUNCTIONAL CONDITION UNTIL A VIABLE VEGETATIVE COVER HAS BEEN ESTABLISHED. 19. A VIABLE VEGETATIVE COVER SHOULD BE ESTABLISHED WITHIN ONE (1) YEAR ON ALL DISTURBED AREAS AND SOIL STOCKPILES NOT OTHERWISE PERMANENTLY STABILIZED. VEGETATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE CITY, IS SUFFICIENTLY MATURE TO CONTROL SOIL EROSION AND CAN SURVIVE SEVERE WEATHER CONDITIONS. "ESTABLISHED" IS DEFINED AS A MINIMUM OF SEVENTY (70) PERCENT COVER OF DESIRED SPECIES. 20. THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA MAY MODIFY THE EROSION AND SEDIMENT CONTROL PLAN AS FIELD CONDITIONS WARRANT. ACREAGE SUMMARY (ACRES) IMPERVIOUS AREA (SF) 253,717 ACf 5.82 SEEDED AREA (SF) 78,214 ACf 1.79 TOTAL DISTURBED (SF) 331,931 ACf 7.62 RUNOFF COEFFICIENT 0.90 HYDROLOGIC SOIL CL. TYPE C BMP LEGEND — LOC LOC — LIMITS OF CONSTRUCTION — SF SF — SILT FENCE CF—CF CONSTRUCTION FENCE • — —s— — ->— — -s— - —a- SWALES Rs ROCK SOCK scL SEDIMENT CONTROL LOG vTC VEHICLE TRACKING CONTROL SSA STABILIZED STAGING AREA cwA CONCRETE WASHOUT AREA cD CHECK DAM ECB EROSION CONTROL BLANKET :.:............ . IF INLET PROTECTION SB SEDIMENT BASIN sBB STRAW BALE BARRIER STEMPORARY SEEDING SPERMANENT STABILIZATION SOUTLET PROTECTION SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE* CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC INSTALL BMP'S INSTALL CULVERT STABILIZE ACCESS ROAD INSTALL SOLAR PANELS FINISH GRADING SEED / FINAL STABILIZATION �t9-34 (.0 City Records No. Ildhimbilah, MENIFIRM ARCHITECTURAL DESIGN•GUILD 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED a. rlmw.� 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 - CONSULTANT -- - - - -- DE WALT ®,oran • R�aaa • an�nrc� Um DEVILammw • M&NAGE51w 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 - PROJECT ----- --- - Q Z im O J Q o Um W 0 Q o J W W W Q m 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ISSUE 90% SET 07.08.202( PERMITSET -- 09.08.202( - _ ADDENDUM A 10.12.202( SEAL QR0ESS/04l o z C 64110 , Exp. 6-. 0-21 s9TF �oCAO�\/ SHEET EROSION CONTROL PLAN DRAWN: A. VARGAS CHECKED: T. WOOD C760 1" = 30' CARMAX I I I CARMAX , ■ , , , MENIPME ARCHITECTURAL DESIGN■GUILD n A R V I N E D I S 0 N C A N A L \ \ 1 EROSION CONTROL PLAN - PHASE 11 1" = 50' EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL ENSURE STORM WATER QUALITY BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES BEFORE, DURING AND AFTER CONSTRUCTION TO PREVENT DAMAGING FLOWS ON THE SITE AND ADJACENT PROPERTY. 3. TO THE EXTENT PRACTICABLE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO GRADING ACTIVITIES. FOLLOWING INITIAL GRADING ACTIVITIES, EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PLACED AS CONSTRUCTION SEQUENCING AND ACCESS DICTATES. 4. AT A MINIMUM, ALL BEST MANAGEMENT PRACTICES (BMPS) OUTLINED ON THE DRAINAGE AND STORM WATER MANAGEMENT PLAN MUST BE CORRECTLY INSTALLED AND FUNCTIONING, IN ACCORDANCE WITH THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORM WATER QUALITY CONTROL DESIGN GUIDANCE MANUAL. AT ALL TIMES DURING THE PROJECT CONSTRUCTION, ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO PREVENT ACCELERATED EROSION AND SEDIMENTATION, OR AS REQUESTED BY THE CITY, UNTIL A TIME WHEN THE CITY DETERMINES THEY ARE NO LONGER NEEDED. 5. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO WATER AND WIND BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICABLE PERIOD OF TIME. 6. ALL TOPSOIL, WHERE PHYSICALLY PRACTICABLE, SHALL BE SALVAGED AND ON TOPSOIL SHALL BE REMOVED FROM THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN SHALL BE SEGREGATED AND STOCKPILED SEPARATELY AS DESIGNATED BY THE DEVELOPER. TOPSOIL AND OVERBURDEN SHALL BE REDISTRIBUTED WITHIN THE GRADED AREA AFTER A ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR THE AREAS THAT WILL BE SEEDED AND PLANTED. 7. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC RIGHT-OF-WAY RESULTING FROM THE CONSTRUCTION SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 8. FUGITIVE DUST EMISSIONS RESULTING FROM GRADING ACTIVITIES AND/OR WIND SHALL BE CONTROLLED USING THE BEST AVAILABLE TECHNOLOGY. A WATER TRUCK SHALL BE USED WITHIN TWENTY-FOUR (24) HOURS OF THE CITY'S REQUEST FOR DUST CONTROL ON SITE. 9. RUNOFF FROM STOCKPILES SHALL BE CONTROLLED TO PREVENT EROSION AND RESULTANT SEDIMENTATION OF RECEIVING WATERS OR ADJACENT PROPERTY. SOILS STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN (14) DAYS AFTER COMPLETION OF THE STOCKPILE CONSTRUCTION. 10. IF STOCKPILES ARE LOCATED WITHIN CLOSE PROXIMITY TO A DRAINAGEWAY, ADDITIONAL SEDIMENT CONTROL MEASURES, SUCH AS TEMPORARY DIVERSION DIKE OR SILT FENCE, SHALL BE PROVIDED. 11. PERMANENT SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS TO DISTURBED AREAS IN WHICH FINAL GRADE IS COMPLETED. 12. TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED WITHIN FOURTEEN (14) DAYS, TO AREAS THAT ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS, PER THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT VOLUME 3. 13. HYDRAULIC SEEDING MAY BE SUBSTITUTED FOR DRILLING ONLY WHERE SLOPES STEEPER THAN THREE TO ONE OR WHERE ACCESS LIMITATIONS EXIST. WHEN HYDRAULIC MULCHING SHOULD BE DONE AS A SEPARATE OPERATION IMMEDIATELY FOLLOWING SEEDING, TO PREVENT SEEDS FROM BEING ENCAPSULATED IN THE MULCH. HYDRAULIC MULCH MUST CONTAIN A TACKIFYING AGENT AT A RATE OF FIFTEEN HUNDRED POUNDS PER ACRE (STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORM WATER QUALITY CONTROL DESIGN GUIDANCE MANUAL, APPENDIX C 3.2). 14. FOR SLOPES GREATER THAN THREE TO ONE (3:1) AND OTHER SPECIAL SITUATIONS, EROSION CONTROL BLANKETS, ANCHORED WITH STAPLES, MAY BE REQUIRED IN STEAD OF MULCH. 15. SEEDING RATES FOR BROADCAST APPLICATION SHOULD BE INCREASED AT LEAST TWICE THAT OF DRILLED RATES. 16. STRAW MULCH RATES SHOULD BE A MINIMUM OF TWO (2) TONS/ACRE AND SHOULD BE CRIMPED, OR ANCHORED WITH THE AID OF TACKIFIERS. �- - - - - - - - - - - - - - - I I EXISTING DRAINAGE BASIN ----------------- I II LOT 3 OF LLA 06-0929 \ \ \ \ 1 \ t \ EXISTING FH \ \ T 17. INSPECTION AND MAINTENANCE PROCEDURES. INSPECTIONS SHALL BE PERFORMED EVERY FOURTEEN (14) DAYS, OR FOLLOWING A STORM WATER EVENT. AN INSPECTION FORM (PROVIDED BY THE CITY) SHALL BE COMPLETED FOR EACH INSPECTION PERFORMED. THE COMPLETED INSPECTION FORM SHALL BE PROVIDED TO THE CITY. INSPECTION REPORTS MUST BE KEPT ON SITE. MAINTENANCE AND REPAIRS SHALL BE PERFORMED AS SOON AS POSSIBLE ON ITEMS OR AREAS IDENTIFIED IN THE INSPECTION REPORT. MAINTENANCE SHOULD BE PERFORMED AS INDICATED IN THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA STORMWATER QUALITY CONTROL DESIGN GUIDANCE MANUAL, PER MANUFACTURER'S SPECIFICATIONS, OR OTHER SOURCES DETERMINED TO BE ACCEPTABLE. 18. ALL EROSION CONTROL MEASURES MUST REMAIN IN A FUNCTIONAL CONDITION UNTIL A VIABLE VEGETATIVE COVER HAS BEEN ESTABLISHED. 19. A VIABLE VEGETATIVE COVER SHOULD BE ESTABLISHED WITHIN ONE (1) YEAR ON ALL DISTURBED AREAS AND SOIL STOCKPILES NOT OTHERWISE PERMANENTLY STABILIZED. VEGETATION IS NOT CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH, IN THE OPINION OF THE CITY, IS SUFFICIENTLY MATURE TO CONTROL SOIL EROSION AND CAN SURVIVE SEVERE WEATHER CONDITIONS. "ESTABLISHED" IS DEFINED AS A MINIMUM OF SEVENTY (70) PERCENT COVER OF DESIRED SPECIES. 20. THE STATE WATER RESOURCES CONTROL BOARD OF CALIFORNIA MAY MODIFY THE EROSION AND SEDIMENT CONTROL PLAN AS FIELD CONDITIONS WARRANT. 1 1 A R V I N E D I S 0 N C A N A L 1 PROPERTY LINE N8917'30"W 553.89' (R .= & DECOR) LOT 1 OF AREk- 79,977 SF LLA 06-0929 1 " = 50' BMP LEGEND - LOC LOC - LIMITS OF CONSTRUCTION - SF SF - SILT FENCE -CF-CF CONSTRUCTION FENCE ---s---s-- -> - SWALES C== RS ROCK SOCK SSEDIMENT CONTROL LOG vTc VEHICLE TRACKING CONTROL SSA STABILIZED STAGING AREA cwA CONCRETE WASHOUT AREA CD CHECK DAM ECB EROSION CONTROL BLANKET IP INLET PROTECTION OsB SEDIMENT BASIN e STRAW BALE BARRIER TB TEMPORARY SEEDING 1 Ps PERMANENT STABILIZATION oP OUTLET PROTECTION 0 • �'�"'$�-.��LL�C fir' �` `.o`-. `Lfl.: S8917'30"E 566.11' PROPERTY LINE LOT 2 OF LLA 06-0929 SEQUENCE OF CONSTRUCTION PHASE 1. INSTALL SWPPP INFORMATION SIGN. 2. PREPARE STAGING AREA. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER PARKING, LAY DOWN, PORTA-POTTY, CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE THEM ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. 3. INSTALL THE INLET PROTECTION AT EXISTING INLETS. PHASE II 1. DEMOLISH EXISTING IMPROVEMENTS. 2. INSTALL THE SEDIMENT CONTROL LOGS ADJACENT TO THE DEMOLISHED PAVEMENT AREA. 3. ROUGH GRADE NEW BUILDING PAD AND PAVING AREAS. 4. CONSTRUCT BUILDING AND APPURTENANCES. 5. PAVE THE SITE. PHASE III 1. COMPLETE ANY FINAL GRADING AND INSTALL PERMANENT SEEDING IF REQUIRED. 2. ALL DISTURBED AREAS MUST BE MULCHED AND TACKED, OR SEEDED, WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE NOT OTHERWISE PERMANENTLY STABILIZED. 3. UPON FINAL STABILIZATION AND COMPLETION OF PROJECT, REMOVE SEDIMENT CONTROLS. I ;I I ------------------ -------------...._-__.. � I I I II EXISTING DRAINAGE BASIN I I 0 I I I -- - -- G s0 1 1�-/ - - - - - - - - - - - - - - - - •o1 LOT 3 OF LLA 06-•0929 N• . o rp O � 1 1 i .` PS • \ r -. 0 1 < l \ SD - ' .0 \\ \ .. f . . . . . \ \ \ \ \ \ \ \ T ACREAGE SUMMARY (ACRES) IMPERVIOUS AREA (SF) 253,717 ACf 5.82 SEEDED AREA (SF) 78,214 ACf 1.79 TOTAL DISTURBED (SF) 331,931 ACt 7.62 RUNOFF COEFFICIENT 0.90 HYDROLOGIC SOIL CL. TYPE C SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE* CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC INSTALL BMP'S INSTALL CULVERT STABILIZE ACCESS ROAD INSTALL SOLAR PANELS FINISH GRADING SEED / FINAL STABILIZATION L'�_ 3`� (0 City Records No. 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER --_ - FLQ0R DECOR, _ . 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 - CONSULTANT9 - DE WALT ENQ q . PLANINM • 81/IYEM 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 ---PROJECT - 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 --ISSUE--- -- 90% SET 07.08.2021 PERMIT SET 09.08.2021 ADDENDUM A 10.12.202( /Q*FESS/pN ��0 PEI T. 9l F v�o� C 64410 Prn `Exp.` 6-30-21 \J� CIVIL �Q \TF OF coy SHEET EROSION CONTROL PLAN DRAWN: A. VARGAS CHECKED: T. WOOD C7.1 ARCHITECTURAL DESIGNsIGUILD Concrete Washout Area (CWA) MM-1 CONCRETE WASHOLT SIGN CWA FF VEHICLE TRACKING "ONTROL (SEF Aj VIC DETAIL) OR OTHER STABLE SURFACE 3.1 A 6L 25' MIN - CON QREIE WASHOUT AREA PLAN I Typ. COMPACTED BERM AROUND >4 ,-THE PERIMETER 2% SLOPE ............ 3' MIN UNDISTURBED OR 3 COMPACTED SOIL TRACKING VEHICLE a X a CONTROL (SEE VTC 5 FQMN DETAIL --A CWA— �"'Ni BETE. WASHOUT AREA I ME ; LAN VIEW FOR. _CWA INSTALLATION L_OCATION_ OG' NOT LOCATE AN UNJNEO CWA WITHIN 400' CF ANY NATURA_ DRAINAGE PATHWAY OF WATERBOD"'. 0C -'4:IT LOCATE WITH'N' .00C OF AlNf' WE-LS OR DR.-NK,,N:' WATER SOURCES, F SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED VATH AN IMPERMEABLE LINER (1fi MIL MIN, -,41-KNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 31 THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCLUDE A FLAT SUBSURFACE P!T THAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE "SURFACE PIT SHALL BE 111 OR FLATTIER, THE PIT SHALL BE AT LEAST 3' DEEP, 5. BERM SURROUNDING SIDES AND BACK OF THE CWA. SHALL HAVE MINIMUM HEIGHT Or 6, VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7, SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS, 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CWA-3 Earth Dikes and Drainage Swales (ED/DS) EC-10 ED DS S " 3D 5" IdI TRA$ > PYTIORSSEWALE EXIST116I 0 GRADE ED-11. COMPACTED UNLINED EARTH DIKE FORMED BY BERM 7 MANSVERSE FLOW TO_'SWALE EXISTINIC GRADE DS-1. COMPACTED UNLINED EXCAWED SWALE FLOW >3 EXISTING GRADE 15" MIN DS-2. CIOMPACTED -MALIN -u-SAk RMED E3 FO, _Y___CQj 8ND FILL w (51 MIN.) STAKES (SEE ECB) GEOTEXTILE OR MAT (SEE ECS) D (10 MIN,) ANCHOR TRENCH AT PERIMETER OF BLANKET AND AT OVERLAF"NG JOINTS WITH ANY ADJACENT ROLLS OF BLANKET INTERMEDIATE ANCHOR TRENCH AT (SEE ECS) ONE-HALF ROLL LENGTH (SEE ECB) TRANSVERSE ANCHOR TRENCHES AT PERIMETER OF BLANKET AND AT OVERLAPPING JOINTS WITH ANY ADJACENT ROLLS OF BLANKET (SEE ECS) 3.-....ECB LINE STALE _-CCUT AND FILL OF...... -BERM.) November 2010 Urban Drainage and Flood. Control District Urban Storm Drainage Criteria Manual Volume 3 ED/DS-3 SM-3 Construction Fence (CF) PLASTIC CAP. M. STUDDEC STEEL TEE POST ORANGE, RESINET CONSTRUCTION FENCE EXISTING OR APPRI)VEDEQUAL GRADE 10' MAX SPACING STUDDED STE-E. TEE POST 4- MIN, _5P.&TKLN FE_V IN'jTA TES 1. SEE PLAN VIEW FOR. -LOCATION OF CONSTRUCTION FENCE. 2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. 3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE, CONTRACTOR -GRADE MATERIAL THAT IS AT LEAST 4* HM. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETf. 4. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE. MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'� S. CONSTRUCTION FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDI, AND BOTTOM, OF EACH POST. CF-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 EC-10 Earth Dikes and Drainage Swales (ED/DS), 30 MIL MIN. THICKNESS NO STAKING klU_ MIN.) CHOR TRENCH AT PERIMETER AN OF BLANKET AND AT OVERLAPPING JOINTS WfTH. ANY ADJACENT ROLLS OF BLANKET, '11J MIN*, SIMILAR TO ECB, BUT NO INTERMEDIATEE ANCHOR FR STAKJNG TRENCH AT ONE-HALF ROLL t MI R , EM T= SVERSE ANCHOR TRANSVERSE ANCHOR TRENCHES AT PERIMETER OF LENGTH SIMILAR 'TO ECB, BUT No S a FT AND T OV UT NO STAKING BLANKET AND AT OVERLAPPING JOINTS WITH ANY ADJACENT ROLLS OF BLANKET, SIMILAR TO ECB, BUT NO STAKING DS-4. SYNTHETIC LINED SWALE LINE WITH AASHTO #3 ROCK (COOT SECT. 703, J3) OR RIPRAP CALLED FOR IN THE PLANS 1, SUE SITE PLAN FOR: LOCATION OF DIVERSION SWALE TYPE OF SWA-E (UNLINED, COMPACTED AND/OR LINED) LENGTH OF EACH 'k SWALE. DEPTH, C, AND WIDTH, W DIMENSIONS. FOR ECB/TRM L44ED DITCH, SEE ECS DETAJL' FOR RIPRAP LINED DITCH, SIZE OF RIPRAP, 050. 2, SEE DRAINAGE PLANS FOR DETAILS OF PERMANENT CONVEYANCE FACILITIES AND/OR DIVERSION SWALES EXCEEDING 2-YEAR FLOW RATE OR 10 CFS. 3. EARTH DIKES AND SWALES INDICATED ON SWMP PLAN SHALL BE INSTALLED PRM, TO LAND -DISTURBING ACTIVITIES IN PROXIMITY. 4 EMBANKMENT M TO BE COMPACTED TO 90% OF MAXIMUM DENSITY AND WITHIN 2% OF OPTIMUM MOISTURE CONTENT ACCORDING TO ASTM 069S 5- SWALES ARE TO DRAIN TO A SEDIMENT' CONTROL SUP. 6, FOR LINED DITCHES, INSTALLATION OF ECB/TRM SHALL CONFORM TO THE REQUIREMENTS OF THE ECB DETAIL, 7. WHEN CONSTRUCTION TRAFFIC MUST CROSS A DIVERSION SWALE, INSTALL A TEMPORARY CULVERT WITH A MINIMUM DIAMETER OF 12 INCHES. ED/DS4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 EC-8 Temporary Outlet Protection (TOP) EXTEND RIPRAP TO HFIGHT OF CULVERT OR NORMAL CHANNEL P DEPTH, WHICHEVER IS LESS O .......... ........................ ..... ..... . D: 4(ro) 0 TEMPORARY OUTLET PROTECTION PLAN CIS 0 = 2 x 050 NON -WOVEN GECTEXTILF KEY IN TO 2 x D5C ARO,N[l PERIMETEP SECTION A TABLE OP-1. TEMPORARY OUTLET PROTEC"�4 SiZING TABLE PIPE APRON RIPRA10 D50 DIAMETER, DISCHARGE, LENGTH, Lo DIMETER Do 0 (CFS) (FT) MIN (INCHES) (INCHES) 2.5 5 4 5 10 6 12 5 10 4 10 11 6 10 6 1 IR 20, 16 9 30 23 ;L1� 40 26 11; i 6 30 16 9 24 40 26 9 50 26 12 60 30 16 TOP-2 Urban Drainage and. Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC-6 Inlet Protection (IP), "I SEE ROCK SOCK DESIGN > '_� DETAIL FOR JOINTING ROCK Pl C K SOCKS f SOCK;4 16" CINDER 16' CINDER SILO CKS BLOCKS I FLOW 7_ _11717 2"x4' WOM STUD MIN. CURB INLET X41, wow - SECTION A - STUD IP-1. BLOCK AND ROCK SOCK SUMP OR ON GRADE INLET PROTECTION 1 SEE ROCK S(XK DESIGN DETAL FOR INSTALLATION REQUIREMENTS. 2, CONCRETE "'CINDER` BLCC_KS SHALL, BE LAE) ON THEIR SIDES AROUND THE INLET IN A SINGLE ROW, ABUTTING ONE ANOTHER WITH THE OPEN END FAONG AWAY FROM THE CURB 3. GRAVEL FAGS SHALL BE PLACED AROUND CONCRETE BLOCKS, CLOSELY ABUTTING ONE ANOTHER AND JOINTED TOGETHER IN ACCORDANCE WITH ROCK SOCK DESIGN DETAIL. MINIMIJIM OF TWO CURB SOCKS AppROX 30 DEG. BLOCK AND ROCK SOCK INLET PROTECTION(SEE DETAIL IP-1) ir CURB SOCK FLOW 77 IP4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC-2 Sediment Control Log (SCL) 4 S '\C' L %( x -x W000EN STAKE 8" DI.MjETEK (MIN' COMPOST SE,j MEET !0NTR(jL jN CENTE T NOTES., '-THIS DETAIL IS FAR FL. USE WITH SEDIMENT T,3L LOCIS THAT -,--E ANIMUW OF 'E LO" AGAr4ST I EtVALK OR BACK OF WHEN A'WAGENT THE^ E FEATURES, 07 POST SEDIMENT CONTROL LOG (WEI—HTED) -ENTER TAKE lit' CONTROL L 4` DIAMETE*i ""AINI AA*4,V� T FILTER, SEDIMEtk7 CONTR, L LT: MEDIA 'k 'IL FL-"": A SECTION COMPC:` I SEDIMENT CONTROL LOG 12- OVERI-k- 9NAMETER (WN) "7ONT! CIL I-Ot" WRIP11-03wil yt X W-30DEN STAKE SCL-2. COMPOST SEDIMENT CONTROL LOG (WEIGHTED) SCL4 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Inlet Protection (IP) SC-6 1� =T I CRATE i P �p HIM ROCK SOCK ROCK SOCK SUMPIMEA INLEI PROTECTION INSTALATION NOTES 1. SEE RCCK SOCK DESIGN DETAIL FOR INSTALLATION REOUIREWENTS, 2, SIRAW WArrLES/SEJIMLNI COWROL LOGS MAY BE USLiD IN PLACL OF ROCK SOCKS FOk INLETS IN PERV10US AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. INLET GRATE SILT FENCE (SEE SILT FENCE DESIGN DETAIL SILI EENCE IN LR-RQMCn—QR-INSY&.[.ATJiPIL-&O-TES, 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATION REQUIREMENTS. 2. POSTS SMALL BE PLACED AT EACH CORNIER OF THE INLET AND AROUND THE EDGES AT A MAXIMUM SPACING OF 3 FEET. 3. STRAW WATTLES/SEDIMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR INLETS IN PERVIOUS AREAS. INSTALL PER SENIVIENI CONTROL LOG DETAIL. November 2010 Urban Drainage and Flood Control District IP-5 Urban Storm Drainage Criteria Manual Volume 3 City Records No. 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-sti.com P:: 314.644.1234 F:: 314.644-4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT RE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER FLOOR D E C 0 ,!►_I 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT DEWALT KINNEPM - PLANNM - affffl"W VE 0PIk*W - 00NffRfJ0" MANAGEMINr 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT z 0 LL. a C U LLj cc 0 Uj I.L. Uj ca 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 ISSUE 9091, SIT 07,08.2020 ..' ......... .. . ... PERMIT SET 09.08.2020 ADDENDUM A 10.12.2020 --SEAL VVESS/0 NO T. Qj m C 64410 rrTn' Exp. 6-30-21 clv�� of- cm_\F -SHEET EROSION CONTROL DETAILS DRAWN: A. VARGAS CHECKED: T. WOOD AhkokkAhk MENFIRE ARCHITECTURAL DESIGNsGUILD SC-6 Inlet Protection (IP) SILT FENCE 11 AREA INLET SHI SILT b FENCE e- ECS 2-1 MAX - I' MIN > AREA 2' MAX INLET CONCENTRATED 4. ROCK FILTER FLOW OR ROCK SOCK (USE IF: MOW IS CONCENTRATED) IP—S. OVEREXCAVATION INLET PROTECTION OVF ' 1, THIS FORM OF INLET PROTECTION IS PRIMARILY APPLICABLE FOR S�TES THAT HAVE NOT YET REACHED FINAL GRADE AND SHOULD BE USED ONLY FOR INLETS W7H A RELATIVE-Y SMA-L CONTRIBUTING DRAINAGE AREA. 2WH--'N USING FOR, CONCENTRATED FLOWS, SFL APE BASIN IN 2: 1 RATIO WITH LENGTH OR4ENfED TOWARDS DIRECTION OF FLOW. 3 SFrIMPNT MI.111;7 Pr MfRIODICA.I.- RrMOVri F*R�)V Tt4F 0VFRFX(AVATFn ARF4 IN; FT GRr_T- STRAW BALE (SEE STRAW BALE DESIGN DETAIL) I.P-6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Silt Fence (SF) SC-1 COMPACTED SACKFIH FJOW 7_ EXIST711NC GROUND e" MIN AT LEAST 10" OF SILT FENCE "TAIL" SHALL BE BURIED POSTS SHALL BE JOINED AS SHOWN, THEN ROTATED 180 DEG, IN DIRECTION SHOWN AND DRIVFN INTO THE GROUND X SF (RE COMMENVEC' I WOODEN FENCE POST WITH 10' MAX SPA CINC SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCC THICKNESS Of BEEN EXAGGERATIEG, TYP SE-1. S1111 FENG_' November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SF-3 Check Dams (CD) EC-12 SCD b 0 MIN-) (MIN) 2 COMPACTED BACKFILL, J MR.) CHANNEL GRADE UPSTREAM AND TOP OF CHECK DAM DOWNSTREAM A CHECK 'DAV ELEVATION VIEW` 261 CHANNEL F- GRADE FLOW MIN, MIN - EXCAVATION TO NEAT LINE. AVOID UVLR-LXCA,4ATIQN, (TYP.) D50 - 12" RI[PRAP, TYPE M OR\ L 050= S' fSEE TA& IL UAJOI`DRAINAGL VCL, FOR GPADAnON1 SECTION A aF _j FL e3 CHANNE. GRADE 1, MIN EXCAVATION TO NEAT LINE, AVOID OVER -EXCAVATION DSO 12' RIPRAP, TYPE M OFT N klwq TYPE L D50=9' (SEE TABLE MD-7, \ MAJOR DRAINAGE, VOL, 1 FOR GRADATION) SECTION _B SPACING BETWEEN CHECK DAMS SUCH THAT A A AND 8 ARE EQUAL ELEVATION CHANNEL GRADE PROFILE 91 .CD— 1. QHECK DAM November 2010 Urban Drainage and Flood Control District CD-3 Urban Storm Drainage Criteria Manual Volume 3 Sediment Control Log (SCL) SC-2 L 10-1 (MINI WOODEK STAKE 9" DIAMETER VIN) SEDIMENT CONTROL LOG TEx FLOW- .1-ARCER DIAMETER h u LA N�IAWI: OF SCL 3AE14T CONTROL SIL SE[� MAY NEED TO LOGS BE E!MEDDED DEEPER. .2.f-1.K.E LOG AGAINST SIDEWALK OR BACK OF CURB WHEN AMMENT TO THESE FEATURES. TRENCHED SEDIMENT CONTROL LOG ENTEIv. "TAKE 1 L, TE" ENVETE�- Vlr- , 'rE'- '- ,I 3 „EDIVENT CUNTROL LO' FLOW DlAkL &�;L (TYP.) 7 7; RP;77— N_ SECTION TRENCHED SEDIMENT CONTROL LOG 12' M� *ERLAP 0' DIAMETER WIN) SEDIMENT CONTROL I_= LOG JOINTS SCL-1. TRENCHED SEDIMENT CONTROL LOG November 2015 Urban Drainage and Flood Control District SCL-3 Urban Storm Drainage Criteria Manual Volume 3 EC-12 Check Dams (CD) L UPSIRLW. GI- (Hk CHr.CK Ukk $HAL. 5-- RLM:wti: WHLN 'HI; SL�Ak&N A,:;CUMU,A, SEDIWLK' DEPTH IS W1114IN OF THE -iEtGW Or NE CREST. 5 CHECP-, D;,AAS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM' DISTURBE[AREA IS STABILIZED AND APPROVLL BY THE LOCAL JURISUK710N. 6, WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE Ft .LBO W1TI4 SUITA&F COMF%CTED BACKFiLL. DISTURBED AREA SHALL BE SEEDED AND MULCHED, AND LO'VEREO WITH GF07EYTILt OR OTHERWISE IN ik MANNIFR AMPR ',rk OVE.r� Rv THE. U, JURISDIClfN (XEA&S Aa-*n0 FROM DOUOLAS COUNTY. 00LORAD3. NOT AmOBLE IN MiT(fCAD) NOTE MANY JURISDICTIONS HAVE OMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TC WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED, CD-4 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 SC-2 Sediment Control Log (SCL), S L W000EN STAKE 8' DIMIETER (MINI COVP01557 SEDIMENT 0ONTROL LO"^ ON CENT f�,' EF , _>4 NOTES., ",THIS DETAIL IS FOR 13C �01 Ne CONTROL LOSS THAT FLf-";; T)W� USE WITH SEDIMENT ARE A MINIMUV OF LB AFT v 2.i4LALE LO,� AUAr4ST 0 SIDEWALK OR BACK OF CURB WHEN AWACENT THES E SE FEATURES, COMPOST SEDIMENT CONTROL LOG (WEIGHTED) CENTER STAKE IN GOKTROL LOG 6,.' DIAMETEK WIN) XTPa i U' T RDIIME!, 7 CONTRIL ff-l- L L_ E. FILTEf=- t,,E: i� IL FU7, SECTION COMPOST SEDIMENT CONTROL LOG '72- OVEiLk;- 9* DIAMETER '(WN) SEMMENT '*.0fTR0L LOG LOG JOINTS x iK x WaODE`' SCL-2. COMPOST SEDIME%T CQUIROL LOG (WEIGHTED) SCL4 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 Check Dams (CD) EC-12 (:RCD) ALTERNATIVE TO STEPS ON BANKS ABOVE CREST: DEFORM GASIONS AS NECESSARY TO ALIGN TOP OF GABIONS VOTH GROUND SURFACE,, AVOID GAPS BETWEEN GARIONS I (1 'e" MIN) Lv COMPACTED ROCK FILUED GABION BACKFILL MIN, BURY SECURED TO cP RINGS '6' DEPTH V' ADJACENT GASION (TYP) REINFORCED CHECK DAM ELEVATION VIEW D50-6" RIPRAF ENCLos. -m IN GABIION 116�w- MIN 6" MIN. F '_777, CHANNEL GRADE ZOMPACTEO BLACKFILL GLVILXTIL$13LANKFT SECLON A Rf'INFORCp CHECF_ DAM IN 'rAAj_ATL0 SEE PLAN VIEW FOR: -LOCATIONS OF CHECK DAMS, -cHrcK r,)Am Typr 'CHECK DAM OR RE1Nr0frEP, ^I47CK DAM) -LENGTH eL) CREST LENGTH (CL). AND DEPT-i ft-e 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRICR TC AN UPSTREAM LAND -DISTURBING ACTIVITIES. 3. REINFORCED CHECK DAMS, GASgONS SHALL HAVE GALVANIZED 1 ST-D WIRE NETTING WITH A MAXIMUM OPENING DIMENSION OF 4h' AND A MINIMUM *PE THICKNESS OF 0.10'. WIRE 'HOG RINGS" AT 4" SPAC114G OR OTHER APPROVED MEANS SHALL BE USED AT ALL GABION SEAMS AND TO SECURE THE GABION TO THE AWACENT SECTION. 4, THE CHECK DAM SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1' 6". S. GEOTEXTILE BLAWET SHALL BE PLACED IN THE REINFORCED CHECK DAM TRENCH EXTENDING A MINIMUM OF V 6* ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE REINFORCED CHECK DAM. CD-2. REINFORCED CHECK DAM November 2010 Urban Drainage and. Flood Control District Urban Storm Drainage Criteria Manual Volume 3 CD-5 SC-5 Rock Sock (RS), RS Ih- (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH P 4" TO 6" MAX AT 0" ON BEDROCK OR GROUND SURFACE CURBS, OTHERMSE HARD SURFACE. 2" 6"-1A" DEPENDING IN SO4L ON EXPECTED SEDIMENT LOADS RQQK SOCK 3LLTQN R—OCK SOCK PLAN ANY GAP AT JOI#4T SHALL BE FILLED WIT4 AN ADEQLATE AMOUNT OF 16' (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK REINFORCED SOCK AS AN ALTERNATIVE TO FILLING JOINTS TT? BETWEEN ADJOINING ROCK, SOCKS, WITH CRUSHED ROCK AND rl ADINTIONAL WIRE VRAPPING, RCCK SOCK�', CAN BE 0-1'FR,,APPFf1 (TIPKC�"4Iy 0VF=tAP-,' TO AVOID GAPS L "I.10L I N W. 4 ;0Tqr2T* nTiNT11cwtol pi'", A "NAM _'111mi - ---------- 5. SOME MUNr_IPALrnES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR T�iE RCK EKCLOSURE. RS-1- ROCK SOCK PERIMETER CONTROL RS-2 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644-4373 ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED OWNER F L 0 0 R P1 DECOR,44 2500 WINDY RIDGE PARKWAY, SE ATLANTA, GA 30339 PHONE: (404) 471-1634 CONSULTANT DEWALT I LAM DEVRAPMIKr - OONWRIJOIM MANACBMW 1930 22nd STREET BAKERSFIELD, CA 93301 PHONE: (661) 323-4600 FAX: (661) 323-4674 PROJECT 6915 COLONY STREET BAKERSFIELD, CA 93307 ISSUE DATE: 07/08/2020 STORE NUMBER: T.B.D. AREA: 81,338 SQ. FT. JOB NUMBER: 2020.0307.00 PROTOTYPE: 2020 Q1 -ISSUE 9W. SET 07.08.202( PERMIT SET 09.08.202( ADDENDUM A 10.12.202( -7 SEAL 'DOVESS/ N \_ T 0 L3:' C 64*10 -Exp. 6-30- 21 OF C SHEET EROSION CONTROL DETAILS City Records No. DRAWN: A. VARGAS CHECKED: T. WOOD