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HomeMy WebLinkAbout6.9-275CIT BAK 2•-s•• 2'-s" CALIFORNIA ^ 4" AGG BASE 24" AC PAMG GRADING PLAN FOR - 3910 SILLECT AVE. 12" SUBGRADE COMPACTED TO 95%_)` 5% PERMIT NO. 14=40000011 NOTE: SPR NO. 11=0262 CLASS "B" CONC. (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' 5' "V" GUTTER 1" EXPANSION JOINT AT SIDEWALKS6" AC IS 1/4" BELOW TOP OF CURB CONCRETE WALK WHERE OCCURS 2.4" AC PAVING -1NISH GRADE Tool III -III 4" AGG. BASE R nEz"16 =III[Fill i III III -III 12" SUBGRADE COMPACTED TO 95% NOTE: CLASS B CONCRETE (5 SACK) PROVIDE WEAKENED PLANE CONTROLL JOINT® 10'-0" F A RADIUS WALKS o. c. & ®START FINISH 0 ALL / Ir / / ■ DIRECTION CHANGES. FLUSH CURB OWNER: JOHN STEVENS SITE ACREAGE: 1.80 ACRES DISTURBED ACREAGE: 0.86 ACRES BENCHMARK CHISELED "0" ON THE EAST END OF THE SOUTHEAST CURB RETURN. USGS ELEVATION = 419.039' LEGAL DESCRIPTION EL PARCEL A OF PARCEL C MERGER NO. 12-0285 LEGAL DESCRIPTION 1„ APN:332-481-19 SPR NO.: 11-0262 DRAINAGE AGREEMENT DOC NO.: 000218111763 ,CONNECT TO SEWER 0 PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE PROVIDE BLDG PAD ADEQUATELY PREPARED FOR ITS INTENDED USE SHEET INDEX: C-1: TITLE SHEET A-1: SITE A-1.1: SITE A-1.2: SITE C-2: OVERALL GRADING PLAN C-3: GRADING PLAN C-4: GRADING SUMP PLAN DMP -1: EROSION CONTROL PLAN BMP -2: BMP NOTES BMP -3: BMP NOTES HC -L ACCESSIBILITY DETAILS HC -2: ACCESSIBILITY DETAILS PROPERTY LINE - - - CENTER LINE O O D FENCE LINE ALL SITE WORK AND GROUND DISTURBANCE TO REMAIN ON SITE. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANY CONSTRUCTION RELATED USE OF OFF-SITE LAND. IL - FLOW LINE C - CENTER LINE IE - PROPERTY LINE CF - CURB FACE TO - TOP OF CURB TOC TOP OF CONCRETE FC - FINISH CONCRETE TP - FINISH PAVING TOG - TOP OF GRATE TOD - TOP OF DRAIN TOP - TOP OF PAVEMENT EOP - EDGE OF PAVEMENT BOS - BOTTOM OF SUMP TOS - TOP OF SUMP MTCH - MATCH EX. GRADE BOW - BACK OF SIDEWALK FG - FINAL GRADE EG - EXISTING GRADE DA - DRIVE APPROACH SWL - SWALE G.B. - GRADE BREAK HWL - HIGH WATER LEVEL INV. - INVERT - LANDSCAPING AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY T CALL BEFORE YOU DIG 1-800-642-2444 NORTH AREA 1-800-422-4133 SOUTH AREA UNDERGROUND SERVICE ALERT (USA) 2.4" AC PAVING 2" AC PAVING AGG BASE 2-0 2'- 0" 4" AGG BASE GRADING NOTES U.N.o. 0 1. AREAS TO RECEIVE COMPACTED SITE FILL OR TO SUPPORT FOUNDATIONS, SLABS OR PAVEMENTS SHALL BE STRIPPED OF ALL VEGETATION, DEBRIS OR DISTURBED SOILS. STRIPPING =III -III= III I' _-- - =1 III _ SHOULD BE REVIEWED BY THE PROJECT GEOTECHNICAL GRADING NOTES FOR CITY OF BAKERSFIELD ENGINEER. ALL EXISTING FILL SOL SHALL BE EXCAVATED UNLESS THE PROJECT GEOTECHNICAL ENGINEER SPECIFICALLY I__--III--III-II_. III 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND RECOMMENDS THAT SUCH FILL IS TO REMAIN IN PLACE. ANY STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY THE DIRT GUYS, EXPOSED SOFT, LOOSE, POROUS OR OTHERWISE UNSATISFACTORY 12" SUBGRADE COMPACTED TO 95% DATED JANUARY 18, 2018. SOILS SHALL THEN BE EXCAVATED TO THE DEPTHS INDICATED 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE IN THE PLANS OR SPECIFICATIONS, OR BY THE PROJECT SOIL (1) VERTICAL. REPORT, OR GEOTECHNICAL ENGINEER. THE EXCAVATION OF 3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING FILL OR OTHER UNSATISFACTORY SOILS SHALL EXTEND EXISTING AND/OR PLANNED SLOPES. LATERALLY BEYOND THE LIMIT OF FOUNDATIONS, SLABS OR 4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR NOTE: PAVEMENTS THE DISTANCE INDICATED IN THE SPECIFICATIONS CLASS "B" CONC. (5 SACK) EXPANSION A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF L OR PLANS, OR BY THE PROJECT GEOTECHNICAL ENGINEER. (6)INCHES. THE EXCAVATED AREAS SHALL BE OBSERVED BY THE PROJECT JOINTS EAA . 30' WEAKENED PLANE JTS. EA. 15' 5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO GEOTECHNICAL ENGINEER PRIOR TO PREPARING SUBGRADE SUPPORT FILL. d 6. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED AND PLACING COMPACTED FILL. q p THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 2. THE EXPOSED APPROVED NATURAL GROUND SURFACE SHALL 4' ' Y' CUTTER 1 7. ENGINEER/BUI DING OFFICIAL WILL BE NOTIFIED FORTY-EIGHT (AS) HOURS PRIOR TO PLACING THEN BE SCARIFIED TO A DEPTH OF AT LEAST SIX INCHES, ANY FILL MATERIAL. BROUGHT TO OPTIMUM MOISTURE AS DIRECTED BY THE GEO- 8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS TECHNICAL ENGINEER, AND THEN COMPACTED TO AT LEAST SMOOTH TROWL TOOL EDGE 4" GONG. DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CA. UBC AND CERTIFIED 90 PERCENT OF THE MAXIMUM LABORATORY DENSITY AS CONCRETE FINISH R=1/2" WHERE BY TESTS AND REPORTS FROM THE SOILS ENGINEER. DETERMINED BY THE ASTtvI COMPACTION METHOD DESCRIBED 6' OCCURS 9. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH BELOW. WHERE FILL IS TO BE PLACED ON OR AGAINST AC PAVING ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. SLOPING GROUND (STEEPER '.HAN 5:1), KEYING AND BENCHING 10. DIVERTER TERRACES (SWALES) WTH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT INTO FIRM NATURAL GROUND SHALL BE PERFORMED AS THE AGG BASE - -� MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD COMPACTED FILL IS DROUGHT TO FINAL GRADE. `b TOP OF CUT. -- 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 3. FILL, CONSISTING OF SOIL REVEIWED BY THE PROJECT 12. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING GEOTECHNICAL ENGINEER, SHALL BE PLACED IN COMPACTED - OFFICIAL LAYERS WITH APPROPRIATE COMPACTION EQUIPMENT. ALL SITE 13. CONSTRUCTION OF DRY WELL FOR COLLECTION OF ON-SITE RUN-OFFS IS NOT ACCEPTABLE, & IMPORTED FILL SHALL BE PEVgEWED BY THE PROJECT GEC - HOWEVER OTHER MEANS OF ON-SITE COLLECTION MAY BE ALLOWED IF APPROVED BY THE TECHNICAL ENGINEER PRIOR TO USE IN FILL AREAS. ROCKS _ BUILDING DIRECTOR.LARGER THAN SIX INCHES IN DIAMETER SHALL NOT BE USED. 14. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER THE MOISTURE CONTENT OF THE FILL SOILS SHALL BE BROUGHT r --- 33 OF THE CALIFORNIA BUILDING CODE. TO OPTIMUM MOISTURE AS DIRECTED BY THE GEOTECHNICAL ---- ---I 15. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER ENGINEER. INDIGENOUS TO THE AREA. 16. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT S UP V _R ISOR CONTR PSANSOL DURING GRADING 4. FILL AND THE UPPER SIX INCHES OF THE SUBGRADE SHALL BE ' AND CONSTRUCTION TD INSURE COMPLIANCE WITH THE , SPECIFICATIONS AND CODE WITHIN UNIFORMLY COMPACTED TO AT LEAST 90 PERCENT OF THE 12" SUBGRADE COMPACTED TO 95% HIS PURVIEW. MAXIMUM LABORATORY DRY DENSITY FOR THE MATERIAL USED. 17. CUT= _0_ YDS' FILL= 268_ YDS' IMPORT= 268_ YDS'. (YARDAGE FOR PERMIT THE MAXIMUM LABORATORY DRY DENSITY FOR SUCH SITUATIONS NOTE: PURPOSES ONLY.) BORROW SITE TO BE DETERMINED SHALL BE DETERMINED BY THE ASTM D1557, -02E1 COMPACTION CLASS "B" GONG. (5 SACK) EXPANSION METHOD. CRUSHED GRAVEL MY.TEERI,AL SHALL BE COMPACTED TO JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' LEAST 95 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY FOR THE MATERIAL USED. THE MAXIMUM DRY DENSITY FOR 6'I CURB 1" FJA ,v 0 DISCLAIMER NOTE e The GRADING PLAN as shown oa this drawing is hereby approved, Wbloc Wwyindimtedrorrechonsoratldinons. Appovalby We Public Wofrs Oepanmanl and Building Department indicated approval only as design cdleria used and conformance to City Standards, Codes addO Ordinances. 6igin Mations to, tMs plan ndsnopeodhall a ded on'asl foraccuracy of after completion In this plan and shall sllbrltila oedfied'ad- gradetl" plan aper comple0on of ma grading. APPROVED BY; Pulg orks Department Date Building Department Date BRITTAN RD SITE r- 0 Q o� VICINITY MAP UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. FURTHERMORE, IN THE EVENT A PREVIOUSLY UNDOCUMENTED OIL/GAS WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT, THE DEVELOPER IS RESPONSIBLE TO CONTACT THE DEPARTMENT OF CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES (DOGGR). THE DEVELOPER IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WELL REQUIRED BY DOGGR. THE DEVELOPER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66080 (B) CRUSHED GRAVEL MATERIAL SHALL BE DETERMINED BY THE CALIFORNIA TEST NO. 216 COMPACTION METHOD. SUBGRADE COMPACTION TESTS SHALL BE PERFORMED IMMEDIATELY PRIOR TO PLACING CRUSHED GRAVEL MATERIAL. 5. OBSERVATIONS AND FIELD TESTS SHALL BE CARRIED ON DURING GRADING BY THE PROJECT GEOTECHNICAL ENGINEER TO CONFIRM THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN OBTAINED. WHERE COMPACTION OR MOISTURE CONDITIONING IS LESS THAN THAT REQUIRED, ADDITIONAL COMPACTIVE EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS NECESSARY UNTIL THE SPECIFIED COMPACTION OR MOISTURE IS ACHIEVED. 6. WHEREVER, IN THE OPINION OF THE OWNER OR THE PROJECT GEOTECHNICAL ENGINEER, AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL REVIEW HAS BEEN MADE AND THE GRADING PLAN REVISED, IF FOUND TO BE NECESSARY. 7. KEYWAY BACKCUTS SHOULD BE CONSTRUCTED NO STEEPER THAN A 1:1 (HORIZONTAL: VERTICAL) GRADIENT. S. THE PROJECT GEOTECHNICAL ENGINEER SHOULD OBSERVE THE EXPOSED SURFACE DURING THE REMOVAL OPERATION TO EVALUATE EXCAVATION STABILITY AND CONFIRM THAT FIELD CONDITIONS ARE AS ANTICIPATED. 9. FOLLOWING CONFIRMATION OF FIELD CONDITIONS AND/OR FURTHER MODIFICATIONS, THE EXCAVATED MATERIALS MAY BE REPLACED ON THE SUBGRADE IN ACCORDANCE WITH SPECIFICATIONS AND THE SOILS REPORT. 10. ALL UTILITY TRENCH BACKFILLS SHALL BE PER C.O.B. STD. ST -22. 11. THE MATERIALS & CONSTRUCTION METHODS FOR THE IMPROVEMENTS INCLUDED HEREON SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS & STANDARD PLANS OF THE STATE OF CALIFORNIA MOST CURRENT VERSION. 12. CRUSHED AGGREGATE SHALL CONFORM TO COARSE AGGREGATE GRADING SEC. 90-3.02 (1-1/2" X 3/4") OF THE CALTRANS SPEC'S OR AS APPROVED BY THE ENGINEER CONTRACTOR SHALL CONFIRM TONNAGE OR VOLUME ESTIMATE PRIOR TO PLACING. 9L F AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR ANY AREAS OVER 2%. 13. POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM SITE IMPROVEMENTS IS VERY IMPORTANT. NO WATER SHALL BE ALLOWED TO POND AT ANY LOCATION ON THE COMPOUND. COMPOUND AND PARKING AREAS SHALL BE PROVIDED WITH ADEQUATE DRAINAGE GRADIENTS (MINIMUM 2% TO FIVE FEET FROM FOUNDATIONS AND ONE PERCENT ELSEWHERE) TO ENSURE THE UNOBSTRUCTED TRANSPORT OF WATER AWAY FROM IMPROVEMENTS AND OFF THE COMPOUND. 14. LOCAL BORROW MAY BE OBTAINED ON SITE. MAXIMUM DEPTH OF EXCAVATION SHALL BE 12". FINAL EXCAVATION SLOPES SHALL BE LEFT IN A SMOOTH AND EVEN CONDITION SUCH THAT PONDING WILL NOT OCCUR. 15. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. R5-2013-0153) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL. CONSTRUCTION HOURS. 16. 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. 17. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/COCJ4 RACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STURCTURE 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. 19, 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. 9-275 F ZU sx F tc� _---- CIN RECORDS 110. a E m OHX'D BY rnv DATE v) J 7942 FILF. MO. Z D� T7/ 4A4 ks gQ.F°1 ti Lu W D z� v 7 S, m " ` m m � 61.5 _ o to co) Q J NNQ = r �m� W 110 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. UWO. BY J.R. OHX'D BY DATE v) J 7942 FILF. MO. Z 0 Lu W D a v Lu 4e U LU J W co) Q J L Lco m W ZN�Q 00 c0 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. UWO. BY J.R. OHX'D BY DATE 92/17/17 JOB NO. 7942 FILF. MO. 7942C-1 L_A� --,j ESHEET C=1 OF 12 SHEET PRINTED: 8/28/2018 ✓ t o s, I �cDL- Containment Notes: 1. Excess and waste concrete shall not be washed into the street or into a droinoge system. 2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and solid waste shall be provided on site and disposed of property off site. 3. Slurry from concrete and asphalt sow cutting shall be vacuumed or contained, dried picked up and disposed of properly. ETL r au is 2009 NI OF K -RN u PLAFE N0. !i I PUl Iv1 r 1 OF .wF Rr..,l NF0 ar: STATE r Un. 7B DEQ LOPMFNT S�FDIlD11 NT P1ND f Tl `:ION amp F art <r� >r ,IAT,JAR,D CONTROL Max reach 30 ft is" la] PLAN TS real .ries N �2"X 2" Wood stake J ,SUaw ball barrier A -A NTS but barrier one Straw ball on outside Straw boil on nside Straw ball on outside F77 - DETAIL A straw bale barn, is a temporary linear sediment barrier consisting of straw bales, designed to intercept and slow sediment laden sheet flow runoff. Straw bale barriers allow sediment to settle from runoff before water leaves the construction site. Notes: I. Place along the perimeter of a site, streams and channels, and/or around stockpiles. 2. Place below the toe of exposed and erodible slopes, J. Place down slope of exposed soil areas. 4. Place parallel to roadway to keep sediment off paved areas. 5. Do not use for drain inlet protection or in areas of concentrated flows. 6. Straw bale to be c minimum of 14 inches wide, 18 inches in height and J6 inches in length. Z Shall be composed entire/y of vegetative material, except for the binding material. 8. Bale bindings shall be either steel wire, nylon or polypropylene string placed horizontally. .g. Commercial quality lumber shall be used for 2 inch by 2 inch wood stakes of adequate length. 10. Limit the drainage area upstream of the barrier to 0.25cc/100 ft. 11. Limit the slope length draining to the straw bale barrier to 10I 12. Slopes of 2% or flatter are preferred. 1J. If slope exceeds IO.S, the length of the slope upstream of the barrier must be less than 50 ft. 14. Install straw barrier along o leve/ contour, in a trench and tightly abut adjacent boles. 15. Last straw bole on end needs to be turned up slope. 16. Inspect straw bale barriers before and after each ruin event. 17. Inspect straw bale barriers for sediment accumulations and remove sediment when depth reaches one third of the barrier height. 18. Replace or repair damaged bales as needed. Fain rill ()3/19%2012 C06NTY OF KERN 1 r', 7/_11-71i _ aNaD er: STATE of cnuFORNIn NPIDES BMP KII t SEDIMENT AND EROSION __-- MOINlrv: DE/ELOPMENT Bir P "---- 1;ECKED in STANDARD CONTROL Absorbent Cleanup Material FUEL�,P,� r Bermed Containment Area ' Impervious Surface/Lining Notes: 1. Fueling shall be performed in c designated area, away from drainage courses. 2. Absorbent cleanup material shall be on site and used immediately in the event of a spill. J. Drip pans or absorbent pods shall be used during vehicle end equipment fueling, unless the fueling is performed over on 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 tram 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' r r1 ri7 1 rJ ce s _Coo ,F r rooa COUNTY J h o - Fr nLo rn nu R l,run VN uF Dl VE' 1JI 11LNC ail EUl_0 OF 'o Blu t n f`PDLo r' SEDII,IENT AND EROSION CON )ROL NO FFJ,IE NL. Velocity Dissipation Devices EC -10 Oda (min) Pipe outlet to Well deuce- ohunnel Ke/ In 6"-9" t9a earn r MnK : ''Tr_,F Fabric- ;iEL; A F. Pipe Lliamater Dish..() a Apron Isnl IA Rip Hnh LLS„ Uianrcter induce Rate R M... inches sit � s W c 4 e i d a a y 10 19 C !� .may to to 6 20 .h B 6 y�Y yo 1(_ IF t'2 40 26 16 ga 6 8 40 26 B 24 y al 5' 26 l2 60 ro 16 F'or larger or higberhows cocmWt a ReglxtereciCivil Eiirrees Source: USDA- SCS January 2011 California StorrnwatelSMP Hancibook 5 of 5 Conswucuon www.casaa.ory Maximum -- slope length 26' Tyycal contours (used for Illustration purposes only) _ _ 24• O Maximum tributary area .25 acre/lOO of fence. / Maximum Turn last 6' of Width=500' fence up-slope t fence Silt fence constructed along level contour Fber roll B" min 2•'x2' wooden 2"o,4" Filter fabric- post ®10• ox.(max) Flow E .3"x 3" wood Compacted stakes mox backfill a ft spacing 6 rnm {�,j 18 ENTRENCHMENT DETAIL N.T.S. Filter fabric Notes: 1. Construct the silt fence along a leve/ contour. 2. Silt fences shall remain in place until the disturbed area is permanent/y stabilized. 3. Provide sufficient room for runoff to pond behind the fence and allow sediment removal equipment to pass between the silt 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. Leove an undisturbed or stobilized area immediately downslope from the fence. 6. Do not place in live stream or intermittently flowing channels. 7. When standard filter fabric is used a wire mesh support fence shall be fastened securely to the ups/opo side of the posts using heavy-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog rings. S. Filter fabric shall be woven polypropylene geotextile with a minimum width of 36 inches and a minimum tensile strength of 100 /b force. 9. Wood stokes 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. c _96/16/2303 COONTY OF KERN - STATE OF CALIFORNIA oFsicrl[o Bc xn l S drawn ar: DEVELOPMENTan STANDARD 0 TYPICAL FIBER ROLL INSTALLATION Notes. 1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes. 2. Place on the down-slope of exposed soil areas. J. Piece around temporary stockpiles. 4. Place along the perimeter of c project. 5. Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at the top of slopes. 6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with c minimum 8 inch diameter. 7 Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart. 8. Slopes 1:4 to 1.2 require fiber rolls to be placed no more then 15 feet apart. 9. Slopes 1-2 or greater require fiber rolls to be placed no more than 10 feet apart. 10. Fiber rolls shall be placed in a 2 to 4 inch deep trench. 11. Wooden commercial grade stakes, 'lj" X J'; shall be used to secure the fiber roll to the ground surface. Stakes shall be a minimum length of 24 inches and driven a minimum of 12 inches. 12. A single -stake installation requires the stakes to be placed no more than 2 feet apart. 13. if more than one fiber roll is placed in c row, the rolls shall be overlapped, not abutted, a minimum of 1 foot. C/D NPDES BMP PLATE NO. I'i moo vt 009/2012 OUNTY OF KERN /1 uvsvc lrs,Iry 0 ar _ STATE OF CALIFORNIA SEDIMENT AND EROSIONI �,mp LI _ uwNa DEVELOPMENT CONTROL Ht(),Lo iii: STANDARD _... __._. OF NPDES BM.P SEDIMENT AND EROSION CONTROL PLATE NO. BVP ,..._ o E m y m o an no sit � s W Nate: l U o e i d a a y � Icnslal liber roc. !� .may -v tory a level antoar. I y e `m y y�Y y 1(_ IF n v ` y Fibm tuna y m y y al el I Vertical spec ng u M along in y rocs of the s!...vo y I.. be' a- 10 tt Inalall a fiber roll ne r and 20 tt elope an.,. It transition. into a steeper slope TYPICAL FIBER ROLL INSTALLATION Notes. 1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes. 2. Place on the down-slope of exposed soil areas. J. Piece around temporary stockpiles. 4. Place along the perimeter of c project. 5. Slopes greater than 1:5 may require the use of 20 inch diameter fiber rolls at the top of slopes. 6. Fiber rolls shall be either prefabricated or rolled tubes of erosion control blankets with c minimum 8 inch diameter. 7 Slopes 1:4 or flatter require fiber rolls to be placed no more than 20 feet apart. 8. Slopes 1:4 to 1.2 require fiber rolls to be placed no more then 15 feet apart. 9. Slopes 1-2 or greater require fiber rolls to be placed no more than 10 feet apart. 10. Fiber rolls shall be placed in a 2 to 4 inch deep trench. 11. Wooden commercial grade stakes, 'lj" X J'; shall be used to secure the fiber roll to the ground surface. Stakes shall be a minimum length of 24 inches and driven a minimum of 12 inches. 12. A single -stake installation requires the stakes to be placed no more than 2 feet apart. 13. if more than one fiber roll is placed in c row, the rolls shall be overlapped, not abutted, a minimum of 1 foot. C/D NPDES BMP PLATE NO. I'i moo vt 009/2012 OUNTY OF KERN /1 uvsvc lrs,Iry 0 ar _ STATE OF CALIFORNIA SEDIMENT AND EROSIONI �,mp LI _ uwNa DEVELOPMENT CONTROL Ht(),Lo iii: STANDARD _... __._. OF NPDES BM.P SEDIMENT AND EROSION CONTROL PLATE NO. BVP THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWO, SY CHK'D B' DATE JOB NO. FR.E HO. G PRINTED: 8/28/2018 ,..._ o E m z m o an no sit � s W l U o e i d a a o 0 ca L l7 is e `m an 2 1(_ IF n THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWO, SY CHK'D B' DATE JOB NO. FR.E HO. G PRINTED: 8/28/2018 z o r� f r1 n l U o e i d a a 2 N V e `m an 2 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWO, SY CHK'D B' DATE JOB NO. FR.E HO. G PRINTED: 8/28/2018 m a] SYMBOL CONTRAST INCH AND SHALL BE A MINIMUM 48 INCHES IN WIDTH. SURFACES SHALL OF AS SLIP RESISTANT FOLLOWS SURFACE WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. SURFACE WITH A SUPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE OLTP RESISTANT. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE SHALL. BE INCREASED TO A MAXIMUM 1/2 INCH PER FOOT FOR DISTANCES NOT TO EXCEED 20 FEET. EXCEPTION: WHEN BECAUSE OF RIGHT-OF-WAY RESTRICTIONS NATURAL BARRIERS OR OTHER EXISTING CONDITIONS THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48 INCH, CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES. GRATINGS; WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF PROPORTIONS ANY OF THESE AREAS, GRID OPENINGS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS i VERTICAL TO 2 HORIZONTAL (5 PERCENT GRADIENT)IT SHALL COMPLY WITH THE REQUIREMENTS OF PEDESTRIAN RAMPS, ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1 4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 2 1 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE / / THE STANDARD USED TO IDENTIFY FACILITES THAT ARE ACCESSIBLE INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. (SEE DETAIL 8/HC-1) TO AND USABLE BY PHYSICALLY DISABLED PERSONS. LEVEL AREAS: WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK AND NOT LESS THAN THE REQUIREMENTS FOR PUSH SIDE APPROACH SEE DETAIL 9/1-C-1) WALKS WITH CONTINUOUS GRADIENTS: A 2.) COLOR OF SYMBOL: SYMBOL SHALL CONSIST OF OF WHITE Q ( / ) N ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. IF CARPET OR FIGURE ON A BLUE BACKGROUND, THE BLUE BACKGROUND CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, RAO, OR BACKING, OR NO SHALL BE EQUAL TO COLOR H 15090 IN FEDERAL STANDARD 595a. CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURED. THE MAXIMUM PILE THICKNESS _XCEPTIOM SHALL BE 1/2 INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR SURFACE AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE SPECIAL EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH THE REQUIREMENTS REQUIRED FOR ABRUPT CHANGES IN LEVEL AS PREVIOUSLY DESCRIBED. SIGNS AND IDENTIFICATION NECESSARY TO COMPLEMENT DECOR OR UNIQUE WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT �1/2" MAX LONG DIMENSION PERPENDICULAR DESIGN WHEN IT IS DETERMINED THAT SUCH SIGNS AND IDENTIFICATION BETWEEN A WALK OR SIDEWALK AND AN ADJACENT TO ROUTE OF TRAVEL PROVIDE ADEQUATE DIRECTION TO PERSONS WITH DISABILITES STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR 3.) FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUNDS OF SIGNS FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, CARPET 1 2" MAX SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE CHARACTERS AND SYMBOL SHALL CONTRAST WITH THEIR IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES s�L� BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO A ♦ `FLIT; �FFL BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS PREDOMINANT DIRECTION .EE DETAIL 5 HC -1 FOR SIZE ' REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 3 21190 INCHES PLUS OR MINUS ONE INCH ABOVE THE SURFACE. OF TRAVEL 1 INTERNATIONAL SYMBOL OF ACCESSIBLITY OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT SECTION 'A' OF LESS GRADIENT OR AL ADJACENT HAZARDS EXIST. ni 91 4 GROUND AND FLOOR SURFACE ENTRANCE TO OFF STREET PARKING 1. PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 108 INCHES WIDE, (THE DEPTH SHALL BE AS DETERMINED BY THE LOCAL ENFORCING AGENCY AND SHALL NOT BE LESS THAN 18'-0") 2. PARKING ACCESS AISLE SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. 3. BORDER TO ACCESS AISLE SHALL BE PAINTED BLUE, WITH CROSS HATCHING IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY WHITE, OR BLUE. 4. WHERE MULTIPLE SPACES ARE REQUIRED TWO (2) SPACES MAY BE PROVIDED WITHIN A 26'-0" WIDE AREA. (23'-0" WHERE ACCESS AISLE IS 5'-0") 5. 1. POST A PERMANENT SIGN 17" x 22", N PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 6. BUMPERS ARE REQUIRED WHEN NO OTHER CURB OR IN A CONSPICUOUS PLACE, AT EACH BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 7. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH ENTRANCE TO OFF STREET PARKING SURFACE SLOPES NOT EXCEEDING 1:48 (2.08R) IN ALL DIRECTIONS. B. ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN FACILITIES, OR IMMEDIATELY ADJACENT SHOWING THE SYMBOL OF ACCESSIBILITY. (SEE DETAIL 3/HC-1) 9. SPACES REQUIRED TO BE VAN ACCESSIBLE SHALL HAVE AN ADDITIONAL SIGN "VAN TO AND VISIBLE FROM EACH STALL. ACCESSIBLE" MOUNTED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 10. HANDICAPPED SPACE MUST PERMIT USE OF EITHER CAR DOOR. 11. WHEELCHAIR LETTERING SHALL NOT BE LESS THAN USERS MUST NOT BE FORCED TO PASS BEHIND PARKED CARS OTHER THAN THEIR OWN. 12. WHEN ONLY ONE STALL IS PROVIDED THE ACCESSIBLE ROUTE 1 INCH IN HEIGHT, WHICH CLEARLY AND 17" SHALL BE PLACED ON THE PASSENGER SIDE. 13. CURB RAMPS SHALL BE PROVIDED WHENEVER AN ACCESSIBLE ROUTE CROSSES A CURB. (MAXIMUM SLOPE CONSPICUOUSLY STATES THE FOLLOWING. OF 1:12) (SIDE SLOPE OF RAMP 1:10) 14, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: 15. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTUNING ON THE GROUND IN THE "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT: OR BY OUTLINING A PROFILE VIEW ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT - MI OWNER'S EXPENSE. TOWED VEHICLES MAY BE x� z ��HANNDIC )PARKING HANOI PAP.PARKING ND2Qx A$TM k xJ S RECLAIMED AT SIGN L6 4' BUMPER 4' BUMPER OR BY TELEPHONING s .�E ' ` i LOCATION ��(I � � 1 L0P^naN_- s COLOR / FINISH AND CONTRAST: SHALL COMPLY WITH THE INTERNATIONAL SYMBOL ACCESSIBILITY (SEE DETAIL 1/HC-1) 4 BLANK SPACES ARE TO BE FILLED IN WITH THE APPROPRIATE INFOMATION AS A PERMENENT PART OF THE SIGN ,?)TRAFFIC ENTRY WARNING SIGN 1/211 ® ® •VAN SACCESSIBLE' QUIRED SION TON POSTED AT ALL VOD SPACES REWIRED TO BE VAN ACCESSIBLE, DIRECTLY BELOW ME IZ INTERNATIONAL ON V OF HALL HAW A LETTER SIZE: LETTERS AND F SMS SHALL HAVE A WND A S -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 MSD AND A STROKE CTDH-T0.HT. CH RATIO BETWEEN 1:5 AND ERS ON VMS S HEIGHT: CHARACTERS AND NUMBERS O SMS SHALL BE SIZED THEY ME T TO yy THE MEWING DISTANCE FRW MICHMEA TREY ARE TO BE READ, THE MINIMUM HR CA IS MEASURED USING THE UPPER CASE k•. LOWER CASE CHARACTER HERS ARE i PERMITTED. THE MINIMUM CHARACTER HEIGHT SHALL 3 BE 3 INCHES. m OF STALL 'MINIMUM FINE $250' LOCATED AT A MINIMUM HDGIIT OF ISD' TO BOTTOM OF SIGN AND IN FRONT OF EACH SPACE/ STALL WALL MOUNTED SIGN OR CMC. GARB MAXIMUM SLOPE 2% (ALL DIRECTIONS) -NOG g 36' (TTP.) ® ,.ARKJN I\ TYPICAL SYMBOL CAR � 96' O VAN SPACE L•NO PARKING' 12' HIGH WHITE LETTERS , 111 SINGLE / MULTIPLE PARKING I$,,'AA�g�Ry r H A cLYs AISLES FOR SINGLE a ACCESSIBLE PARKING SPACE YIF RCfC dbT+ 'AMA pR ANLohtONA1gbI, P RAMP SHALL BE LOCATED ON PASSENGER SIDE RAMP SHALL BE LOCATEDE 01 5 ACCESSIBLE PARKING STALL/SPACE REQUIREMENTS T = TREAD WIDTH # =EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTIONSIDE DOOR/GATE PERPENDICULAR PARALLEL TO TO DOORWAY DOORWAY FROM FRONT OPEN RISERS ARE PERMI TED (11 - NOT -504.3) PUSH VON PERMANENTLY POSTED IMMEDIATELY ADJACENT TO FROM HINGE SIDE PULL 60" 36" FROM HINGE SIDE PUSH AND MSIBLE FROM EACH STALL M SPACE, CONSISTING OF71 FROM LATCH SIDE PULL 60" 24" FROM LATCH SIDE PUSH 44"' 24" A PROFILE MEW OF A WHELLCHAIR WITH OCCUPANT IN Win ON DARK BLUE BACKGROUND. THE SIGN SHALL BE NO SNIAU-M THAN 70 SQUARE INCHES IN AREA AND, WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF W INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISH GRADE, SIGNS MAY 74 - ALSO BE CENTERED ON THE WALL AT THE INTERIOR ENDOF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60 X. INCHES FROM ME PARKING SPACE FINISH GRADE, GROUND 10 OR SIDEWALK. '..) ME IN EVERY STK ACCESSIBLE SPACES, BUT$ NOT LESS THAN ONE, SHALL BE SERVED BY AN WARNING STRIDING & 1-1, ACCESS ASIIE 96 INCHES WIDE MINIMUM AND HANDRAIL EXTE SIGNS MA SHALL BE DESIGNATED 'VAN ACCESSIBLE' ML NO' SUCH SPACES MAY BE GROUPED M ME LEVEL OF A PARKING STRUCTURE. .) THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SF COLOR / FINISH AND CONTRAST' SHALL COMPLY WITH THE INTERNATIONAL SYMBOL ACCESSIBUTr BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LE (SEE DETAIL IMC -t) PATH OF TRAVEL SIGN 2" WIDE AND NOT MORE THAN 4" WIDE PLACED PARALLEL TO AND 4" 21191 NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. 3 ACCESSIBLE PARKING STALL SIGN THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. (PAINTED STRIPS ARE ACCEPTABLE) 1 6 STAT RS (BOTTOM OF RUN) 3/411 1" MAX. -2" MIN. 4" MAX. 1 96' O VAN SPACE SYMBOL (TYP) 1:1 T = TREAD WIDTH �_ * = EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES. WARNING STRIPING & HANDRAIL EXTENSIONS 7 STAI RS (TOP OF RUN) FOX 3/411 RAMP NOTES: 1.) MAXIMUM ALLOWABLE SLOPE OF A RAMP IS 1:12 2.) LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF EVERY RAMP 3.) PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS WITH OCCUPANCY LOAD OF 300 OR MORE WILL REQUIRE 60" CLEAR WIDTH 4.) RAMPS WITH OCCUPANCY LOAD OF LESS THAN 50 MAY BE 36" WIDE. HOTELS, APARTMENT HOUSES, CONVENTS, MONAS RIES, DWELLINGS) 5.) INTERMEDIATE LANDINGS ARE REQUIRED TO BE 60" LONG IN DIRECTION OF TRAVEL 6.) HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP, CONTINUOUS FOR FULL LENGTH OF RAMP. (SLOPES EXCEEDING 1:20) UNLESS THE RAMP IS AT AN EXTERIOR DOOR LANDING AND DOES NOT EXCEED 6' IN LENGTH OR 6" IN HEIGHT. Z) RAMPS WITH SLOPES OF 1:16 OR GREATER ARE REQUIRE TO BE SLIP RESISTANT FINISH M EXTERIOR HAZARDS: 2'-10" TO 3-2" v HANDRAIL AT RAMPS 6" MIN HIGH WARNING CURB 4" OR MORE DROP REQUIRES RAISED CURB ADJACENT HAZARD 1. WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND ADJACENT STREET OR DRIVEWAYS, EXCEEDING 4 INCHES IN A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. 11B-303.5 - 8) RAMPS PULL -SIDE INT L. -------TT X PUSH -SIDE � I o I I II a I NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH FRONT APPROACHES - SWINGING DOORS PULL -SIDE - - - - - - - ----� 54' � PUSH -SIDE I I E l - z T/ I 0 I � � r, I a NOTE: Y = 48" IF DOOR HAS BOT A CLOSER AND LATCH HINGE SIDE APPROACHES - SWINGING DOORS TABLE 118-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINf91NG nf%nDC AMI1 f ATCC TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTIONSIDE DOOR/GATE PERPENDICULAR PARALLEL TO TO DOORWAY DOORWAY FROM FRONT PULL 60" 18"' FROM FRONT PUSH 48" 0"' - FROM HINGE SIDE PULL 60" 36" FROM HINGE SIDE PUSH 44"' 22'" FROM LATCH SIDE PULL 60" 24" FROM LATCH SIDE PUSH 44"' 24" 1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED 2. ADD 4" IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE 4. ADD 4" IF CLOSER IS PROVIDED 5. ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS A' -n" 4'-0' rl I I TWO HINGED DOOR IN SERIES TWO HINGED DOOR IN SERIES PULL -SIDE 24 , -1--------- Z4" MIN PUSH -SIDE 32" r_- ----, MIN. \ I v1 ' a CLEAR DOORWAY WIDTH y I a ----- NOTE: Y = 48" IF DOOR HAS BOTH N A CLOSER AND LATCH - k-=32` MAXIMUM DOORWAY DEPTH LATCH SIDE APPROACHES - SWINGING DOORS NOTE: ALL DOORS IN ALCOVES SHALT_ COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES CLEAR DOORWAY DEPTH 8 MANEUVERING CLEARANCES AT DOORS _ 4 PROVIDE 6" RADIUS ® GUARDRAIL ENDS - - R-6 14 1-1/4" - 1-1/2" CROSS-SECTIONAL NOMINAL DIMENSION TYPICAL GRIN SM TH 'OR -ROK -/J4 BARS CONT. -PIPE SLEEVE TYP. A" GUARDRAIL DETAIL (± 85'-0") D132 GUARDRAIL DETAIL 3/4,1 -1/4" - 1 - HANDRAIL & (TYP.) 4" CONC RAMP OVER 2" SAND BED W/FIBERMESH 4" CONIC WALK W/EXP. JOINT A.C. PAVING 12"0 x 18" DP WHERE OCC( CONC FT'G (TYP.) RAMP MP DETAIL 3/811 _ V -D• -- RAMP RAMP h 9 GROOVED BORDER 3111 6.9-275 o Em 0 o r u 0 P6 o N- LU d � zL,y r aim � r ic1 E I E u lHP z a I z o �m � U o I d N d w a !I = s P m m XX E THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. LNO. 4/8/2017 �7µ�FEss�r,A; �vP`c' FM IANU 9C��� `EX P.12/31-18 T i SHEET HC -1 OF SHEET PRINTED: 8/28/2018 6.9-275 PRINTED: 8/28/2018 oEm 0 o r O O o m c 2% 2% M 1 O O O O O O O O O m c SIDEWALK l SIDEWALK ��`y y<� a n a a �SOEE&N NOTES N 1 iA SEE SIDEWALK X X SIDEWALK O O O O O F� &NOTES `v RETAINING CURB IF `MIN oz aMIN b- s• -o• '° MINEDGE NECESSARY AT SEE - NOTE 7 N Y SEE OF SIDEWALK SEE FRONT EDGE N O O O NOTE 7 NOTE 7 OF SIDEWALK ¢ FRONT EDGE 2% MAX ¢ FRONT EDGE s' s• SEE OF SIDEWALK SEE OF SIDEWALK 0 rn 0 NOTE 7 O O O 8.33% MAX 8.33% MAX NOTE 7 a " n ._ n F w RETAINING F a ¢ a z¢ e CURB (BOTH a< m O o 10% MAX 10% MAX 0% MAX 10% MAX r�i ,, -�0.45-0.47d 10% a SIDES OF a n �` MAX 2.3"-2.4- EDGE AT TOP a m m a AT CURB AT CURB AT CURB AT CURB RAMP _FRONT o" ) m AT CURB OF SIDEWALK "'4a �a "C o� _ 0.9-0.92 o t z m AT BASE m o' 1 1. SEE NOTES a' -o' RETAINING SDE MIN FRONT EDGE 10 11 &12 Mie 110 10, 11, &E 12 CURB 2 CUB RAMP MUST HAVE NO. DATE CASE A OF SIDEWALK CASE C CASE D CASE F CASE G DETECTABLE WARNING SURFACE TAPERED EDGES WHERE EXPOSE TRUNCATED DOMES NOTES 2 4 m 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND DETAIL B. -0" 3/4- ,/L Q2� Fe -N, THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. RAMP v _ ECR a :J CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE 0 CONDITIONS DICTATE. RqM� a d 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE a RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SIDEWALK > 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. GROOVED BORDER 4/ Zio SITECONDITIONS DICTATE,AI SIDE AND TRETAININGTHE FLARED SIDE OF PNp�NG J THE CASE G RAMP SHALL BECONSTRUCEDINREVERSEDPOSTON 10. CURB RAMP SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH 3 AND 3'-0" DEPTH OF THE RAMP, DETECTABLE WARNING SURFACES SHALL CONFORM TO THE pe' � vi 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0'. DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN kE ai,1, U 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB 6" AND 8" FROM THE GUTTER FLOWLINE BCR TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F, 12. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF \ FEDERAL SHALL PROVIDE A 70% MINIMUM VISUAL CONTRAST WITH T-0" 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 12" WIDE BORDER WITH ADJACENT WALKING SURFACESND F`PRE DETAIL A STRAIGHT 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. "T", CURB 13. SIDEWALK AND RAMP THICKNESS, SHALL BE 3 1/2" MINIMUM. TYP. 2 RAMP CORNER INSTAL. 8, TRANSITIONS FROM RAMPS TO WALK, GUTTERS OR STREETS SHALL BE FLUSH AND CROSSWALK IF PROVIDED FREE OF ABRUPT CHANGES. 14. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE SEE NOTE 1 DETAIL B BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER 9. MAXIMUM SLOPESOFADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. CROSSWALK IF PROVIDED ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL TYP. 1 RAMP CORNER INSTAL. NOT EXCEED 5 PERCENT WITHIN 4'-0" OF THE TOP OR BOTTOM OF THE CURB RAMP. 15. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE SEE NOTES 1 & 3 CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. 1 ACCESSIBLE H.C. RAMPS PER CALTRANS RSP A88A NTS s a 7 a 7 7 9 9 9 1 3 4 12 13 a 2 8 8 8 3 PLANS ARE NOT 2 ONSTRUCTION AND O BE CONSIDERED 1 INARY UNLESS A TAMP & URE" FROM BOTH 1 GINEER OF RECORD EAPPROVAL 10 10 10 AWETOSTAMPT& P URE" FROM THEGOVERNINGY ARE PRESENT. KEY NOTES DWG. SY clac•D ®r 1. LANDING 0 LOWER LEVEL (MIN. 6'-0" L.) 9. WHEELCHAIR TURNING CIRCLE (MIN. 60" DIA.) DATE 4/6/2017 J06 NO. 2. MIN 48" WIDE RAMP ® MAX, 1:12 (8,33%) SLOPE 10. TRASH ENCLOSURE GATES FSE 3. LANDING ® UPPER LEVEL (MIN. 5-0" L.) 11. MIN. 42" STRIKE -EDGE CLEARANCE "- 4. GATE WIDTH + 42" MIN, 12. LEVEL LANDING 5. GATE (MIN. 3'-0° WIDTH) 13. MIN. 5' 0"y ,yy�2ROP�S,S/4 � 1i v 61 6. MIN. 2'-0" STRIKE -EDGE CLEARANCE 14. MIN. 5'-0" � �I 7. TRASH ENCLOSURE WALLS 15. MIN. 42' CLEAR r r17ti 1 12/31/18 � 8. TRASH BINS 16. MIN, 48" CLEAR OFcALiF- SHEET H `l/�_ N ■ V L .�._ese.........�.®. yrs -.d-..__ 2 ACCESSIBLE TRASH ENCLOSURES NTS OF SNEET 6.9-275 PRINTED: 8/28/2018 M-1 3 J V J Z >: m, Of I N �o MwQ 3Z3 z w o: NEW H.C. RAMP PER R CALTRANS STD. RSP A88A CASE C. HC SIGN "RESERVED" FOR HANDICAP VAN ACCEST 3 v Q`4 3Q�=C�Q�u hy�Q��' y' �yy2 3 STR f c ,00,s �0 �fT 4/ h. ,4,TO fq CONSTRUCT SIDEWALK AS PER C.O.B STANDARD ST -5 C&G 99.83' NEWNEW 6, RET. WALL W/ ET WALL p ER MSNRY ENC SPR 7. PERMII 66400� 100 nn• u 21 ATLAS LIGHTING-= WLM43LED 20 A 1 1 1 I I I_ 1 - (TYR)P) JR 6. NJ O O O O3 W SEE SHEET HC -1 FOR rss ACCESSIBLE PARKING STALL REQT S AND—--e03c v SIIJNAG� DETAILS. 5 Z R P VEM NT SYMBOL O 7 36"x36" WHITE ON "•" 17 0.. BLUE COLOR PER - - -- _ °' ♦ -�. - a ECTION 1129B.4 - - - --' rn Al i 1 t O _. Q -wi CLEAN AIR VEHICLE 16 z Sf— MARKING PER COG A 1 -- W L - - -- SHEE SGC- SEE Al xw, � SHEET GC -1 � 15 I O n ATLAS UGHTINP- I - - - WLM 43LEO I_ n I25 0 iE <1 GOMp� - -1 G.. ;Ie(ZM e/0 5. 0 a i s j g0 I R *Th �f0'14 1 - J ��JJ�W WATER METER k S��NOgR SF44 O II I 1 FfELD VERIF LOCATION A I O I 3 O Al 9 ---_= I• I �Q O\\ \ a 12 SWR MH AND COVER \ o PER C.O.B. STD'S ARq /4S / SW -2 & SW -6 O s ACCESSIBLE 2 0o TRANCE SIGN e,;' 3/ o PEDESTRI){N-EASEMENT -- \ s \G \E00//218015900 I STREET BUILDING SUMMARY LIGHT 114 5' SITE1 7 H BUILDING COVERAGE 1968 SQ. FT./ 12733 SQ. FT. = 15% FH j LANDSCAPING = 2612 SQ. FT./ TOTAL SQ.FT. 12733 21% > 5% .y ,K PARKING LOT SHADE COVERAGE = 4022 SQ, FT./ 7366 SQ.FT. 55% > 40% 4 I BRITTAN RD F 5 Fy �.pPFS METHOD OF SEWAGE DISPOSAL = CONNECT TO SANITARY SEWER O LVO -- E I,J ,.. T ',� WATER SUPPLY = C.O.B. _ z�0 ml T T DRAINAGE OFFSITE SUMP TO\I 71 - o GULF ST ~' `- J rn: STREET 3; ,I �- LIGHT I f L l I s m ._ ire 'Y' Of'. tZOS i TOOL EDGE 4" GONG. m m SMOOTH TROWEL R=1/2" WHERE �_ -- CONCRETE FINISH 6' OCCURS NO. DATE ORIN WAY ._ �c !.�V 4" CONC. . I / � I / - ANTONIO AVE. I I GILMORE AVE. _ Ii I N 12" SUBGRADE COMPACTED TO 95%� VICINITY MAP N.T.S SEE SHEET C-3 FOR SECTION LOCATION PL I NOTE: CLASS "B" GONG. (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' 6" CURB 1" EXPANSION JOINT AT SIDEWALKS 6" AC IS 1/4" BELOW TOP OF CURB CONCRETE WALK WHERE OCCURS 2.4" AC PAVING WISH GRAD_ III III III III ` TO L 4" AGG. BASE ISI--�I R� •• III VIII III d� F� Z-12" SUBGRADE COMPACTED TO 957 _ 1% NOTE _CLASS B CONCRETE (5 SACK) _ .-��--III-- PROVIDE WEAKENED PLANE CONTROLL JOINT® 10'-0" III l l -III_ III—III— -- -III - o.c. & ® START / FINISH OF ALL RADIUS / WALKS / DIRECTION CHANGES. PAVEMENT SECTION SCALE: 1/8" = 1' B FLUSH CURB NTS PARKING TABULATION °p R //Dewq S A G Al it O RESTAURANT 1499 ACCESS ROUTE !(° 1 TRASHENCLOSURE REQUIRED PARKING STALLS 20 FROM PUBLIC -WAY 19 HANDICAPPED STALLS PROVIDED 1 PER C.O.B ST -27 1 STREET PARKING PROVIDED 0 SHORT TERM BICYCLE PARKING PROVIDED **3 LONG TERM BICYCLE PARKING PROVIDED *'*0 SEE A-1.1 FOR 21 SITE PLAN hDETAIL c0 Z��MyrNea co h O FIELD VERIFY LEGAL DESCRIPTION APN: 332-481-19 LOT 1, PARCEL MAP WAIVER P01 -0535 PROJECT ACREAGE 0.22 ACRES BENCH MARK CHISELED "0" ON THE TOP OF CURB ON RETURNTHE OFTHE INTERSECTION OF ASHEND OF THE SOUTHWEST S RD. AND DISTRICT BLVD. RD, ELEVATION = 365.310 FEET AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. THE LANDSCAPED AREAS ARE TONOTE: BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2% CONNECT TO SEWER ❑ PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE LOCATION ALL POINTS - ^o CONNECTION ; k A Al O s ACCESSIBLE 2 0o TRANCE SIGN e,;' 3/ o PEDESTRI){N-EASEMENT -- \ s \G \E00//218015900 I STREET BUILDING SUMMARY LIGHT 114 5' SITE1 7 H BUILDING COVERAGE 1968 SQ. FT./ 12733 SQ. FT. = 15% FH j LANDSCAPING = 2612 SQ. FT./ TOTAL SQ.FT. 12733 21% > 5% .y ,K PARKING LOT SHADE COVERAGE = 4022 SQ, FT./ 7366 SQ.FT. 55% > 40% 4 I BRITTAN RD F 5 Fy �.pPFS METHOD OF SEWAGE DISPOSAL = CONNECT TO SANITARY SEWER O LVO -- E I,J ,.. T ',� WATER SUPPLY = C.O.B. _ z�0 ml T T DRAINAGE OFFSITE SUMP TO\I 71 - o GULF ST ~' `- J rn: STREET 3; ,I �- LIGHT I f L l I s m ._ ire 'Y' Of'. tZOS i TOOL EDGE 4" GONG. m m SMOOTH TROWEL R=1/2" WHERE �_ -- CONCRETE FINISH 6' OCCURS NO. DATE ORIN WAY ._ �c !.�V 4" CONC. . I / � I / - ANTONIO AVE. I I GILMORE AVE. _ Ii I N 12" SUBGRADE COMPACTED TO 95%� VICINITY MAP N.T.S SEE SHEET C-3 FOR SECTION LOCATION PL I NOTE: CLASS "B" GONG. (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' 6" CURB 1" EXPANSION JOINT AT SIDEWALKS 6" AC IS 1/4" BELOW TOP OF CURB CONCRETE WALK WHERE OCCURS 2.4" AC PAVING WISH GRAD_ III III III III ` TO L 4" AGG. BASE ISI--�I R� •• III VIII III d� F� Z-12" SUBGRADE COMPACTED TO 957 _ 1% NOTE _CLASS B CONCRETE (5 SACK) _ .-��--III-- PROVIDE WEAKENED PLANE CONTROLL JOINT® 10'-0" III l l -III_ III—III— -- -III - o.c. & ® START / FINISH OF ALL RADIUS / WALKS / DIRECTION CHANGES. PAVEMENT SECTION SCALE: 1/8" = 1' B FLUSH CURB NTS PARKING TABULATION J BUILDING AREA S.F. STALL REQUIREMENT STALLS RESTAURANT 1499 1 / 75 S.F. 20 W0Lu REQUIRED PARKING STALLS 20 REGULAR PARKING STALLS PROVIDED 19 HANDICAPPED STALLS PROVIDED 1 CLEAN AIR VEHICLE VANPOOL PARKING STALL 1 STREET PARKING PROVIDED 0 SHORT TERM BICYCLE PARKING PROVIDED **3 LONG TERM BICYCLE PARKING PROVIDED *'*0 TOTAL PARKING STALLS PROVIDED 21 2.4" AC PAV 4" AGO BASE II=IIII F,yN FR -9�4�T �� i III III=III l L=1 1=1 I_= "BICYCLE PARKING DOES NOT COUNT TOWARD TOTAL O `` GqnON AR � *? PARKING STALLS PROVIDED '**NOT REQUIRED - LESS THAN 11 TENANT- 12" SUBGRADE COMPACTED TO 95% OCCUPANTS NOTE: �\ O CLASS "B" GONG. (5 SACK) EXPANSION JOINTS EA, 30' WEAKENED PLANE JTS. EA. 15' N M-1 O C 4' "V" CUTTER 2" AC PAVING -4JAGGI BASE I im v+ J s W0Lu a a UJ o� \ 0 Q W 5 ' TD' 20' SITE PLAN c0 Z��MyrNea co W LEGAL DESCRIPTION APN: 332-481-19 LOT 1, PARCEL MAP WAIVER P01 -0535 PROJECT ACREAGE 0.22 ACRES BENCH MARK CHISELED "0" ON THE TOP OF CURB ON RETURNTHE OFTHE INTERSECTION OF ASHEND OF THE SOUTHWEST S RD. AND DISTRICT BLVD. RD, ELEVATION = 365.310 FEET AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. THE LANDSCAPED AREAS ARE TONOTE: BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2% CONNECT TO SEWER ❑ PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE SCALE: 1 " - 10' PROVIDE BLDG ALL SETBACKS SHALL MEET CC&R• PLANNING PREPARED PAD ADEQUATELY&CODE REQUIREMENTS OWNER/CONTRACTOR TO INTENDED USE VERIFY COMPLIANCE PRIOR TO CONSTRUCTION 2" AC PAVING -4JAGGI BASE I im v+ J W0Lu a a UJ o� 0 Q W m J c0 Z��MyrNea co W //0�. V/ THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH. THE ENGINEER OF RECORD - AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. CHK'D BT DATE 02/117/17 JOB NO. 1 7842 SHEET A-1 OF 12 SHEET 6.9-275 PRINTED: 9/25/2018 EXISTING C&G � r 3 ' LUQ Z J- cr 7o F'C!4 3 3 Z 31 io K NEW H.C. RAMP PER CALTRANS STD. RSP A88A CASE C. 1 HC SIGN "RESERVED' FOR HANDICAP VAN ACCESS LE v C) 4') m_ �eQ� e3 Q Lwi� 8.0'nfm. Options NOTES: AY Mrk shwY rmrnm fo Ne sm(ims v/ fns tart MH spmifrcafuw nhilM 0 F.* hbirn Sfvte el CdiRmp BepwlWe I .so app6ael ru"reil a OC9CTION J LC s WLM4JLWLM43L_ E0 41WIE0 Yid L({hl IPJ R P 2LLl/tpPI -L. Bh Ad. See M,Na e t , m1an tu4tim aM (ha Idloriy ymrd nofer El 1 6.0• as/kr end as nAvrM aTy � 1 S'/69'v* pry O. Aae Ae nnsbt,W We far pWe Not: R I ':.as D , 1 eR RAOM! e(?JMh/Cr /y f i .ckSTN/9(/C4./ Ica /- FIELDWVERIFWATER LOCATION METER; O,gRO'S © 19 ACCESS ROUTE FROM PUBLIC -WAY 0 T�� 0 I 3 \ FIELD VERIFY I \ \ W LOCATION ALL POINTS -,-.OF CONNECTION I W S \w \ to, �/FY wqt ry S/IFeR S�. Rice 0 S \\ NEW3 9983' MAX RET. WALL W� NEW 6' MSNR ET_ALL P M FNC u 2 Al - ATLAS LIGH TMG = WLM43LED O 20 1 I — L__ A 9 C m a A I 8.00- (TYP)� ATLAS LIGHTING} 0 -- WLM43LED SE SINE THC -1 O n Y I FO C SSIBLE 7 PA KING STALL --- `t _ o RE T's ND SIGNAGE ------o v D AILS 1_ t z P VHM NT SYMBOL 3 36' WHITE ON 17 o a OLOR PER ----- m E I N 11298.4 1 16 Q�� MCL IN A A KI�JG PERE CIGCE A 5.1 6{5. .1. SEE Al / - --� SH ET C-1 - ATLAS LIGHTIN5 I O I 7 I 1 I '- I 7 O u I g 1 I 1I , / O F� 11 I h / _ /M AND COVER / ER O.B. STD'S ad I \ \ \K \q. M' S � IN 125.50 L 582'7 7'48"W J EX. SIDEWAJ�K r _ 1 7 - I I I I' k I ACCF;SSIBLE 2 TRANPE SIGN e� � ry 5" 10' 20' SITE PLAN SCALE: 111 — 101 Glare Free OEM WLM43LED Deign s P..Iled by U.S. Paie 11 No.9 48$,395 LumeNs: 4,350 Warts: 43 iff LUMENS Prn WATT. 107 CRI: 82 • s CCT: 4500K DINMING; 10-100 Ordering Information 8.0'nfm. Options NOTES: AY Mrk shwY rmrnm fo Ne sm(ims v/ fns tart MH spmifrcafuw nhilM 0 F.* hbirn Sfvte el CdiRmp BepwlWe I .so app6ael ru"reil a OC9CTION J LC lap/P Of R0 WLM4JLWLM43L_ E0 41WIE0 Yid L({hl IPJ R P 2LLl/tpPI -L. Bh Ad. See M,Na e t , m1an tu4tim aM (ha Idloriy ymrd nofer I ytl AI 6.0• as/kr end as nAvrM TV D 1 S'/69'v* pry O. Aae Ae nnsbt,W We far pWe Not: R I ':.as D , �.�—.ly p,e,,l U,n LEO wpN 7 p < a cntml-o or Srld Male o(fv.Med aite rypored m wmdvsed M tv Ee unayANy and o, sscfim 'Ab sm i. of 90F to o depth a 60" Performance Recommended Mounting Height 1214 ft. • 95% Efficient Reflector Targets the Light E-- 5' 10' 11' Eliminates Glare&Offensive Light • Less Wasted Light • More Footcandles on the Ground • Creates a Smooth& Uniform Light Pattern 45/\ Dimensions and Specifications _ vwr nNo t `90 11101i H . k Overall Height 902 Depth 7.85- Overall 850 all Width141 Weight 921bs ,• s6J 5 n as .Ct x_A ss ,•. 6oP 0M R ,AAL, N'9 "I"rbSd a 1S1:a L1@b, ,1 r,a Foav 'rd-w.no vstic efm:9pmmPuren,i y1. 1_ 8.0'nfm. 10' NOTES: AY Mrk shwY rmrnm fo Ne sm(ims v/ fns tart MH spmifrcafuw nhilM 0 F.* hbirn Sfvte el CdiRmp BepwlWe I .so app6ael ru"reil km J MMaMe bb reNx cat Iv Am# & placed m a N 4 rtt .,wets rehrx ttnfair pad t Pvde kM —� aU Bh Ad. See M,Na e t , m1an tu4tim aM (ha Idloriy ymrd nofer a Me Cy Gyhae- moY ABs . mdwel s(rue(vre 6.0• as/kr end as nAvrM iIr 1 S'/69'v* pry O. Aae Ae nnsbt,W We far pWe pa' char or Srld Male o(fv.Med aite rypored m wmdvsed M tv Ee unayANy and o, sscfim 'Ab sm i. of 90F to o depth a 60" ., .. � u cAoau helmdc 0 X25.110,S%L0' Mar 9 _ - Paved 1 Cu o, A0 Or avv 3 me bee v Af ep bef6n. be 15' mid 55' Me 1 .1. fniolzd Io gds oand wou s.rcn µ a Rauf, fmMN smodk and TrxAad rith a dawn, 0!15%10' N6x. flnapa' cvo arm 9. rhe bh ndo.w m%be croskvrw d a..t, 05" rodvs mans fpirt SuY.e f. Cmwete drca ea sued kth sh (e-PgnenlN nxn0 tt ,d c.ryAlm9 t 5r'fmr �ZOIB 6/ tAe st,,,.d Z a gr<rA.r V Qass J P.C.C. be avbpd fa fee Cir, Engler opvoa TYPICAL SECTION WITH 10 Rska, a. Mir pots Aad be a otrueted Of O" 5 Cmvefe AO f n v W Vev .less pm ori 1. W vrd tr mt d Awn Bre aly &qrn d. If mY N a.!A, a use o/V*ey omvnA he gni' f lavre Cblimd eMms repuied UoSk cask Oh m nfryd rmwak empr 60' _ w gm ht svlfnml ore. fD a,". Mm kw sfa Me ronIwers IN at, Fignaa mqv revbe --- n mdfh. IDs mmnun pad sue Iv hmk lure V ocnpmt M powk and i lo# v aklada* bh-Dar of C.wefe 9W: C<p bumpy lwps AoY bs 90" x 60: Me pods "WE "r STAMP & wlirlml ap6dty M Add crwmiSoW rebs, PLAN i �K I SINGLE 61N ENCLOSURE km J MMaMe bb reNx cat Iv Am# & placed m a N 4 rtt .,wets rehrx ttnfair pad t Pvde kM r Bh Ad. See M,Na e �J" a Me Cy Gyhae- moY ABs . mdwel s(rue(vre 6.0• a 00 aamd *WA, bi'Nsa c.t ,, it My dafrm>le pa' char 1 NO. DATE m wmdvsed M tv Ee unayANy f 90' Pavel Ore 9. rhe bh ndo.w m%be croskvrw d a..t, - ekcF, pr Ma m ba, sI-Uh A ask -W len pr Z /V sfmdud 0-11 v mo,mahrw.. MOAW msd *tar Adf V Qass J P.C.C. be avbpd fa fee Cir, Engler opvoa TYPICAL SECTION WITH 10 Rska, a. Mir pots Aad be a otrueted Of O" CHAIN LINK FENCING Y Z H UoSk cask Oh m nfryd rmwak empr T _ art . telae aces of swat a0 n nsgnr me b'.0' V/ n mdfh. IDs mmnun pad sue Iv hmk lure V C.I.p bars (we) C.wefe 9W: C<p bumpy lwps AoY bs 90" x 60: Me pods "WE "r STAMP & SIGNATURE" FROM BOTH m0 Me 10' elk wa6 n Fmr vl Nan Aaa dqx cmT da3 __ SIGNATURE" FROM THE LOCAL GOVERNING a0y Awn de yew lwe of tapas..e-tirfea,M 91 d odes wN ry.l DWG. SY J.R. � I DATE 02/17/17 JOB NO. 7942 101 (0 (OQs15i m0 ine-nP%t (0.115) 4rcA pa- loot i yp'OoNOFIS Nq e 11. M.ue true a . A, sbuttig the paenaes vkv 2', a' bvnx bawd y� y mnfahare A* be p/seed oWwaO fa 0rc dl y p eD o JY O.C. ••� 11. S'ee *tad Sr -26 gore deWa A-1.1 S P6xd 9vb:e-s A0 T ,• 60, .•, aa, i ecc pear, TYPICAL SECTION WITH TA N D A R D ane <!zn= CONCRETE BLOCK WALL •„•,,,,,,,, v"xu 6.9-275 o E rn I i �K I km N 4 rtt ti r �J" I ! m m a 1 NO. DATE J Z /V V LQ W r U J LU w coccLUJLL Y Z H T O0/q V/ THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WE "r STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. SY J.R. CNK'1) SY DATE 02/17/17 JOB NO. 7942 FILE NO. 794210 i yp'OoNOFIS Nq F rG�O14hri p / LQ 1 2/31/16 , \X fl, ��f OF Cl llr0�� SHEET A-1.1 OF 12 SHEET PRINTED: 8/28/2018 \\ q� SITE PLAN PLANTS 1 GAL PENNISETUM SECTACEUM GREEN i— "-`• )�' ( (FOUNTAIN GRASS) Su"S a ms's i 15 GAL PINUS CANARIENSIS PENNISETUM (CANARY ISLAND PINE) 15 GAL TULIP TREE''. % (LIRIODENDRON TUU PIFER A)_r`—tea iz T - f MULCH ALL TREES, SHRUBS AND SOD TO BE INDIGENOUS TO THE SOUTH SAN JOAQUIN VALLEY AND SHALL BE ON THE ACCEPTABLE PLANT LIST FOR NEW DEVELOPMENI PER THE CITY OF BAKERSFIELD AND APPROVED BY THE OWNER IRRIGATION ADEQUATE IRRIGATION SHALL BE PROVIDED BY AN APPROVED TIMER ACTIVATED IRRIGATION SYSTEM PER CITY OF BAKERSFIELD. INSTALL IRRIGATION CONTROLLERS AND SENSORS PER MFG. RECOMMENDATIONS FOR NEW LANDSCAPED AREAS BETWEEN 1000 AND 2500 SQ. FT. PROVIDE CONTROLLERS THAT ARE MOISTURE CONTROLLED OR WEATHER. FINAL LANDSCAPE ON L-1 - L-3 FINISHED GRADE — St S1' i. ROOT —BALL ABLET IX L L MIX) TO BOTTOM z OF ROOTBALL `0 12" AROUND 0 1 2 SHRUB PLANTING 1" 2 S'FRFILE W 0 STAKE 2"0 PRESSURE `a TREATED LODGEPOL PINE STAKES SET RUBBER HOSE PREPENDICULAR TO LOOPS W 2 PREVAILING WIND SOLID GALV. WIRE DIRECTION AND OUTSIDE THROUGH ROOT BALL 3 21 -GRAM AGRIFORM 4' DEEP WATER BASIN PLANT TABLETS PER BACKFILL MIX. -SEE TREE SHRUB PLANTING DETAIL - -I II Ill/ II 1 I I 111- N II III- I [nlrI- b �l IiF-.I-I" it f-�- I FOOT TAMPED BACKFILL OD,rl�- HOLE SIZE 2X ROOT BALL DIA. 1 TREE PLANTING/STAKING N.T.S. 1'r-1 City of Bakerstleid Ret No Community Development Guide P Building Divlslon 67003 1715 Chester Avenue Bukar,field.CA9390 Bicycle Parking Design Guidelines (Fri I t E96-3]20 All bike, cc ks ins clled it the City of Bakeaftold neod to be selected and Installed in a manner that will enhance convenience and maximize security. Listed below are the basic parameters trial should be used when selecting and purchasing bike racks: • An acceptable bike rack must have at least two points of contact 10 support a bike upeghf, • Bike rack designs must incorporate elements that will allow for the locking of the frame and at least one wheel of a bike with any kind o` lock, especially nigh security "u -locks:' • A rack must be securely anchored to the ground and not easily removed. It must reslst being cul or detached using cornrnon hand tools such as bolt cutlers, pipe cutlers, wrenches, and pry bars (i.e. tools that can be easily concealed In a backpack/. • Under normal use a rack must be resistant to rusting, bending or deformation. • Bike rack designs with the potential for scraping the paint on a bike when parked wall not be approved (i.e. sharp edges, points, etc.). • The following diagrams will be used as the basis for approving acceptable bicycle racks and parking areas. However, alternative rack designs and parking layout may be approved by the Building Director provided they are consisieht with the Indent of these guidelines, 6 '411011 . II ur,� rz l��"ne• 'rte ao mNnoe�`— iz e(cnes _-.. -"r17 T7 BICYCLE PARKING AREA OMa aaula raeOkytNa xpMn•Ugw vaY wnlnpamp INolo: In coleNofing ire regm'rea bbycia parkiny ,paces ur. accepluble rcc'k as shown nUove is considered a 2-bke caAadtyracY f IN Guide (37003 (Effective 3/14/13) Page 1 of 1 6.9-275 Co J Z W C'3 016 Uj coca WW J LL J En O W r Q Cn m C9 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. CH" BY DATE 02/17/17 JOB NO. 7942 FILE NO. 794210 SHEET A-1.2 OF 12 SHEET PRINTED: 8/28/2018 BEGIN C( EXISTING OVERALL GRADING PLAN LEGAL DESCRIPTION APN: 332-481-19 LOT 1, PARCEL MAP WAIVER P01 -0535 PROJECT ACREAGE .22 ACRES BENCH MARK CHISELED "0" ON THE TOP OF CURB ON THE WEST END OF THE SOUTHWEST CURB RETURN OF THE INTERSECTION OF ASHE RD. AND DISTRICT BLVD. USGS ELEVATION = 365.310 FEET 10' 20' 40' L1C� zow p a � L11 a LU Lu Lu c1c J N o W r Y Z cn a 00 7 ®- THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. BY J.R. CHWD BY o E m DATE SCALE: 1 " - 20' AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE COUNTY THE LANDSCAPED AREAS ARE TO CONNECT TO SEWER � c w m w U OF KERN PUBLIC WORKS DEPARTMENT FOR ANY WORK BE DESIGNED AND GRADED TO - NOTE: c PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. MINIMIZE EXCESS LANDSCAPE v ❑ PROVIDE SEPTIC SYSTEM ALL SETBACKS SHALL sa UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY DRAINAGE ACROSS THE SIDEWALK PER GOVERNING AGENCY MEET CC&R, PLANNING PROVIDE BLDG BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK FOR THOSE AREAS OVER 2%. STDS VERIFY SOIL TYPE & CODE REQUIREMENTS PAD ADEQUATELY PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED 1 a OWNER/CONTRACTOR TO PREPARED FOR ITS SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. VERIFY COMPLIANCE PRIOR INTENDED USE TO CONSTRUCTION L1C� zow p a � L11 a LU Lu Lu c1c J N o W r Y Z cn a 00 7 ®- THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. BY J.R. CHWD BY o E m DATE 1/31/14 io u 0 6816 FILE NO. m v � c w m w U ^ d � - c v v z sa a 1 a 0 L I I N o m m m m m � L1C� zow p a � L11 a LU Lu Lu c1c J N o W r Y Z cn a 00 7 ®- THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. BY J.R. CHWD BY DATE 1/31/14 JOB NO. 6816 FILE NO. 681613 :6.9-275 :NO. SHEET 2C e i OF 12 SHEET PRINTED: 8/28/2018 Rp TOC 9j ANSI ON 100.00' CURB TO 6„`--N81'17'48 IN 125.50 R 46"W - f v _ PAVEMENT SECTION 24" A.C. PAVING OVER �/� � I 4” AGG BASE OVER / 2 K(yJ 18 1 2" NATURAL COMP. TO 909, C 4y1��� t � I ©/0 - (MAX) -- 1 __ z '—f— ° r 4pg q OGS6�C is 14 408. p. GB -�. I �� �'CQ/407 7 TO 407 7 TP pG�C'0 hO OG N O// 407. 0 0 �� 14 �G 111 �� I/ I� ;-'_-___- I _1i � EX. SIDEWALK r 4188 1% 0 I ,G1i j� r 406*98 b $ I _ / FO �� BOW ' •� �� 407.86 .� I -�� r k I II 1 I l I I' I O406.4 _ I OW 'RAl V A�� BONL. i4T�'93 i BEGIN CONST.13 - -40Z _ - 3 —_ VP/M AND CGVE�r ��o�o l EX. NOT P OF THESE IMPROVEMENTS 40.77 TO - - pA,��10 5 017.27 T __-& SW- 6 0� S //,9,, Os,- �.. D`Ss S �0, � � o Fr// 9,3 4 --� \� `� 7009 Jy _ •� A 4p. �O h 3 t I k � 0' 98 —405.9\ ��..., 40 '1� \ 91 Sge BOW e EX.I I R/pR /0 ��� ON �' M .77 O ATC \ F END CONST. NTCi1 EX FL 4 . � / r EX. SIDEWALK I S � - EX. C&G GRADING PLAN PLAN �\ LEGAL DESCRIPTION PROJECT ACREAGE APN: 332-481-19 0.22 ACRES LOT 1, PARCEL MAP WAIVER P01-0535 BENCH MARK AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY CHISELED "'0" ON THE TOP OF CURB ON OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK P PTED STREET RIGHT OF WAY. THE WEST END OF THE SOUTHWEST CURB ED WITHIN EXISTING A CC E RETURN OF THE INTERSECTION OF ASHE UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY RD. AND DISTRICT BLVD. BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK USGS ELEVATION = 365.310 FEET PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. ,CONNECT TO SEWER O PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE PROVIDE BLDG PAD ADEQUATELY PREPARED FOR ITS INTENDED USE cl) j`` o iso Z d LJJ LLJ =w ;10 d !r I UJQ a, 0 B. m_ I /J W I m n cf) cc m i r a �Q!i�C �- ® M � mm:l�R'^. V/ N U N v i i m 2 N E2 < I N o G m zr cl) j`` Z d LJJ LLJ ;10 UJQ 06 0 U W W 5/♦ m cf) cc z O r Y i �- ® mm:l�R'^. V/ uv THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A �� "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD q,tJ K.F f� AND A APPROVAL STAMP 6 WITH A "WET STAMP & SIGNATURE FROM THE Lp �u LOCAL GOVERNING J W J (.� AGENCY ARE PRESENT, DWG. BY J.B. CHK'D BY DATE 3/3/2017 51 10' 90' JOB NO. 7942 FILE NO. 7942C-3 SBI SCALE: 1 " - 10' 2°7 ° avH q r, NOTE: ALL SETBACKS SHALL MEET CC&R, PLANNING .,. & CODE REQUIREMENTS OWNER/CONTRACTOR TO "EX . 12/ 1/ ! / .. VERIFY COMPLIANCE PRIOR �- .� r 9 Z -'C B11 TO CONSTRUCTION F 1 a . CFL 6.9-275 SHEET CIT( RECORDS N0. OF 12 SHEET PRINTED: 8/28/2018 L NEW 6' MNSRY FNC PER K.C. SHEET ­­R-78NOT PART OF RET WALL PERMIT) 29298 FL' m L K8 5.50 wiw i .Q NEW 6' FENCE-- ?, w ti PAINT NEW F� ---- - - PARKING STALL EX. 6' FENCE EX. 6' FENCE SLOPES WATER LEVEL v ELEV.=403.00 EX. SLOPES VARY i.—EX. 6' FENCE °•— HIGII I -I I H ATER y ' I BOTTOM I OF BASIN (403.00') ELEV.= 396.70 1 EX. V -GUTTER ��,i PAINT NEW PARKING STALL / °° ESC: PARKING LOT �'`L \ / INSTALL NEW GATE TO PROVIDE TRUCK ACCESS ALONG SIDE OF SUMP I � \ / . �g6 I / I I � / I / . V V / ww . Ili / 1 EX. 6' FENCE PROPOSED SUMP SUMP CALCULATION V; - EX. SUMP VOLUME REQ. V - NEW SUMP VOLUME REQ. V, = VOLUME REQ. FOR BOTH SITES M = SUMP VOLUME PROVIDED V= 0.15 X C X A SUMP VOLUME PROVIDED C = RUNOFF COEFFICIENT A = IMPERVIOUS AREA A, o M EX. SITE REQ.'D VOLUME qREq RECTAtJGLE DDLk V. - 0.15 X .90 X 56532.67 = 7631.91 FT' V. - 7631.9 FT' PROPOSED SITE REQ'D VOLUME V,= (1(A, )+4( )+1(A,))(x HT. OF SUMP) Vv— 0.15 X .90 X 12737.64 = 1523.61 FT' V,= [1(380.4)+4(1391.4)+1(2995.3),' V, =1719.6 FT' `6.30) VOLUME REQ. FOR BOTH SITES V,= 9388.5 FT' % V+V, V, = 7632 + 1720 = 9351.5 FT3 9352 FT' < 9389 FT' VOLUME REQUIRED < VOLUME PROVIDED y �G EX. 6' FENCE ° 292.98 f'E 66 ----- o N88'04'50"E G E 2:1 12 �0, •. `v � o EX. 6' FENCE—, � 5ti v _f— EX. 6' FENCE by oh. co a 00 \ \\ 4 \\ // / EX. SUMP EX. FL TO REMAIN ELEV.=403.65 WATER LEVEL ELEV.=403.00 140&-Il1►v,NJ II=III 1'�h _ L=ui--ui—iu--iii—iii ii-- BOTTOM BASIN 3 ,III—I�� 'III ��IIi- lllllllllllllll )IIIIIIIIII �II11111 TIMI, IIIIIIII� 11111 11111=1�� ELEV,= 398.70 EX. 12' THICK RIP RAP TO REMAIN II -III -III III III -III III III III III II i I -=III OR REPLACE AS NEEDED 01-'imi LVA I :� 6' MNSRY WALL 2.44" RET WALL. SECTION "1" SCALE: 1/8" = 1 26'-6" l' -5-5'—O" 32'-9" 32'-9" PROPOSED BAR CONC. & GRILL w I WALK PARKING/DRIVE AISLE PARKING/DRIVE AISLE GRADING/SUMP PLAN ,., ,,, ��_�I,_I I„� ,�, ,��_ _.. 1 C4 DRIVE AISLE TYP DRIVE AISLE TYP 4 J I J PAVEMENT SECTION 4AVA 2 PAVING OOVER AC PAVING OVER AREAS ARE TO GRADED TO 4" CLASS II AGO BASE OVER 4" CLASS II CLASS BASE OVER I I I " 12NAT. COMPACTED TO 95% _ 12" NAT. COMPACTED TO 95% 4 i SECTION 112" ❑PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY ALL SETBACKS SHALL MEET CC&R, PLANNING PROVIDE BLDG LOT 1PARCEL MAP f GRADING/SUMP PLAN .. z� 1 4 10' 20' 40' J L o LEGAL DESCRIPTION p� a CT ACREAGE PROJEC AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE COUNTY OF KERN PUBLIC WORKS DEPARTMENT FOR ANY WORK THE LANDSCAPED BE DESIGNED AND AREAS ARE TO GRADED TO CONNECT TO SEWER SCALE: NOTE: 1" - 20' • APN: 332-481-19 .22 ACRES PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK ❑PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY ALL SETBACKS SHALL MEET CC&R, PLANNING PROVIDE BLDG LOT 1PARCEL MAP f BENCH MARK BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED FOR THOSE AREAS OVER 2%. STOS VERIFY SOIL TYPE & CODE REQUIREMENTS OWNER/CONTRACTOR TO PAD ADEQUATELY PREPARED FOR ITS WAIVER P01-0535 CHISELED "0" ON THE TOP OF CURB ON THE WEST END OF THE SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. VERIFY COMPLIANCE PRIOR TO CONSTRUCTION INTENDED USE SOUTHWEST CURB RETURN OF THE INTERSECTION OF ASHE RD. AND DISTRICT BLVD. USGS ELEVATION = 365.310 FEET Fur a SCALE: 1/6" = 1' 6.9-275 o � m o � n m I ,I A .. z� 1 4 I J L o � , a ° a nC � N V is mm� THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. BY J.R. CHWD BY DATE 1/31/16 JOB NO. 6818 FILE NO. 88�] 1613 SHEET C-4 OF 12 SHEET PRINTED: 8/28/2018 EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK, CONSTRUCTION BOOK, JANUARY 2009, WWW.CABMPHANDBOOKS,COM. C1 CONSTRUCT SILT FENCE ALONG WESTERLY, AND EASTERLY EXTENTS OF CONSTRUCTION IN ACCORDANCE WITH BMP FACTS SHEET #SE -1. INSTALL GRAVEL/SAND BAG INLET PROTECTION AROUND INLETS IN ACCORDANCE WITH BMP FACTS SHEET #SE -10. © CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. © STABILIZED CONSTRUCTION ENTRY/EXIT POINT, MINIMUM DIMENSION 25' LONG X 15' WIDE PART OF WHICH MAY BE CORRUGATED STEEL BARS IN ACCORDANCE WITH BMP FACTS SHEET #TR -1. © CONSTRUCT CONCRETE WASH OUT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM8. © INSTALL SANDBAG BARRIER IN ACCORDANCE WITH BMP FACTS SHEET #SE -8 AL 9 o 20 ' I L -c rt I _ — - - -- - S82'17 48"W -� EX. SIDEWALK U - m STORMWATER AND EROSION CONTROL NOTES: III I y V E 1. IN CASE OF AN EMERGENCY, CONTACT QUALIFIED SWPPP PRACTITIONER. 2 2. A STAND-BY CREW FOR EMERGENCY WORK SHAD- BE AVAILABLE AT ALL TIMES DURING PERIODS C1 ' OF IMMINENT RAINFALL (EXCEEDING 40 PERCENT PROBABILITY). NECESSARY MATERIAL SHALL BE D' � m AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF 3 BMP'S WHEN RAIN IS IMMINENT. I^cam 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE 06UJ PROJECT ENGINEER WHEN THEY ARE DEEMED TO BE NO LONGER NECESSARY. a ' 4. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHING 24 HOURS AFTER EACH �nry RAIN EVENT. 1 5. EXCEPT AS OTHERWISE APPROVED BY THE RESIDENT ENGINEER, ALL REMOVEABLE PROTECTIVE 41.1Mco DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK DAY OR ON WEEKENDS WHEN THE 5 -DAY RAIN PROBABILITY EXCEEDS 40 PERCENT-. 6. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE. EROSION DAMAGE WITHIN THE SITE IS LEFT a TO THE DISCRETION OF THE CONTRACTOR AND RESIDENT ENGINEER, co 7. EROSION CONTROL DEVICES ARE TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND ' PLANS OF THOSE CHANGES MUST BE INCORPORATED INTO THE SWPPP. I...d 8. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, WIND OR DRAINAGE CONVEYANCES. r 9. STOCKPILES OF SOIL AND OTHER CONSTRUCTION -RELATED MATERIALS MUST BE PROTECTED FROM 0 BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 10. HAZARDOUS MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR SPECIFIC LISTING AND ARE O NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO ♦ BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN ♦ Q jf A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO DRAINAGE CONVEYANCES, 0 11. TRASH AND CONSTRUCTION -RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED AIR TIGHT RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND, 12. RETAIN SEDIMENT ONSITE TO THE EXTENT PRACTICABLE WITH CONSIDERATION FOR LOCAL ' TOPOGRAPHY, SOIL TYPE, AND RAINFALL. 13. SELECT, INSTALL, AND MAINTAIN CONTROL MEASURES ACCORDING TO THE MANUFACTURER OR Cl DESIGNER'S SPECIFICATIONS. 14. DEVELOP CONTROLS TO LIMIT, TO THE EXTENT PRACTICABLE, OFF-SITE TRANSPORT OF LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION MATERIALS.Sp"0 p , o, 15. NO STOCKPILE NOR PORTA-POTY SHALL BE LOCATED WITHIN 50' OF ANY DRAINAGE CONVEYANCE -*4 fp OR DRAIN eO 9 o 20 ' I L -c rt I _ — - - -- - S82'17 48"W -� EX. SIDEWALK NO. )LI I� E o� o m Z III I y V E 2 I D' � m i� Iz �, VE o P 06UJ .a. v Vuj W w UJ 41.1Mco � a Z co P LUco I...d r M m NO. )LI I� E o� o m Z III I � o E 2 I m m � v♦ J Z E LJJLu > U 06UJ Vuj W w UJ 41.1Mco � Z co P LUco I...d M m ®a co THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO E PRELIMINARY UNLESS AD "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD �, • �/� ✓C VY �� ...,..., WITH A "WET�STAMP WITH P SIGNATURE" FROM THE LOCAL GOVERNING IAV AGENCY ARE PRESENT. DWG. BY J.R. CHI BY \ DATE 03/13/2017 \ iO 5' 10' 20' JOB NO. 7942 J—I FR.E NO. 794219 C-5 —�- EROSION AND SEDIMENT CONTROL PLAN pF10FES per" SCALE: 1 " - 10' LEGAL DESCRIPTION PROJECT ACREAGE BENCH MARK AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY THE LANDSCAPED AREAS ARE TO NOTE: p4' NF �o �+ CONNECT TO SEWER ALL SETBACKS SHALL APN: 332-481-19 ®.22 ACRES OF PERFORMED IT PUBLIC WORKS DEPARTMENT FOR ANY WORK MI DESIGNED AND GRADED TO \` r CHISELED "0" ON THE TOP OF CURB ON PROVIDE BLDG MEET CC&R, PLANNING mr ...���fff ! PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. MINIMIZE EXCESS LANDSCAPE I THE WEST END OF THE SOUTHWEST CURB ❑PROVIDE SEPTIC SYSTEM PAD ADEQUATELY &CODE REQUIREMENTS �� r UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY DRAINAGE ACROSS THE SIDEWALK PREPARED FOR ITS \. X X12 31/18 LOT 1 PARCEL MAP RETURN DI THE INTERSECTION OF ASHE BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK FOR THOSE AREAS OVER 27. PER GOVERNING AGENCY OWNER/CONTRACTOR TO RD. AND DISTRICT BLVD. STDS VERIFY SOIL TYPE INTENDED USE VERIFY COMPLIANCE PRIOR SHALORBE P OVHDEDR PRIOR TO SSUAND ENOFRA PERMIT, REQUIRED WAIVER P01-0535 USGS ELEVATION = 365.310 FEET TO CONSTRUCTION 1 ix fJF C„UFo1E> 6.9-275 PRINTED: 8/28/2018 PRINTED: 8/28/2018 BEST MANAGEMENT PRACTICES (WP'_,_ sandbags/Gravel** bags to Back of sidewalk - _ overlap onto curb --Catch Basin s w a+v Gerer¢l Notes Back of curb rE. Curb Inlet F aU >. Best Management Practices (BMP s) contained herein reflect the minimum requirements. Alternate be For in depth t - TF --- ��- -- '� ✓`'`t �'z j ;r a, Y fis�i • ,t,; {>' ' `� "i, v ' N _ c. methods providingequal or greater protection me utilized. information on 6MPs refer to the California Storm Water BMP Handbooks, available of www cabmphondbooks.com, California Deportment of Transportation Construction Site BMP Direction I - -D-- of flow Lf5 Absorbent-, �racezet" Cleanup Material /� 1' i� i::; t \ ' r - "'"`s.` t e.• r>, r :@) Fact Sheets at www.dot.ca.gov/hq/construc/stormwater/factsheets.htm, and/or USEPA t I BMP Fact sheet © http.//cfpub.epa.gov/npdeslstormwGtec I 2 All construction activity shall be performed in accordance with o Stormwoter Pollution Plan (SWPPP) developed and implemented in compliance with the requirements ,� Dl`.. t�� --A\- "'N.w,+ '•'+" '` s" Z maPrevention /* 'of the Notional Pollutant Discharge Elimination System (iVPDES) Construction General - __ { `.. U� rr f g v y v zPermit (`�` Order No. 2009-009-DWO and as amended b Order No. 2070-0014-DWO.�///< <- o,p h'_, .- 3. The SWPPP shall., -- --"i �O• ' a.Identify potentia/ pollutant sources and include the design and placement of BMP's to---Sandbags/Grovel** Plan bags _'-n __ -%����'l _ Notes.- otes:a. 1. Sediments t j 1 °' w a _-'_-i 'n'^ effective/v prohibit the entry of pollutants from the construction site onto the street into drain during stacked tightly ^Cmvel shall Be a1 to OB mcd in domerer, end shall be than and -� _ Entrance/exit must be �, _. -.� --. -.. and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stobi/ized so as to < --- _ N 2 and/or a storm system construction, t/ee rrom ,rax baize, argon;, maeen and other delete.,,,, motermie. elevated to prevent run-off �_ J from being deposited v, Y prevent sediments into the public roads. Sediment m m b. Be kept on site end amended to reflect changing conditions throughout the course of * Spillway elevation shall Curb inlet - Containment Area - -l� deposited on the roadway must be swept up immediately and may not be mi construction, match top of curb - j,, s Sidewalk /l (_ S illwo p y washed down by rain or other means into the storm drain system. See Type NO. DATE ,px� - 1 and Type 2 details. c. Be kept up to date. Any additional updates requested by agency representative are to ` \ ,� �//✓//�L/%- be mode immediate/y. r Notes: 2. Stabi/ized construction entrance shall be.- 4. Non discharges are from entering any storm drain system and/or D = 1T Min. 7. Leaking vehicles and equipment sha// not be allowed onsite. Equipment and 9 a. Located at any point where traffic will be entering or leaving a prohibited street. vehicles shall be ins ected fre uentl for leaks and shall be repaired immediate/ P 9 y P y' construction site to or from a public right of way, street, o/%y, and H = 8" Min Catch Basin �� j`° Clean up spills and leaks prompt/y with absorbent materials, do not flush with sidewalk or parking area. 5. Discharges of pumped ground water require a discharge permit from the State of L = 36" Max. ,i " /,l SECTION water. 'ivmb/e California Regional Water quality Control Board (RWOCLI). y 2. Vehicles and equipment shall be maintained, and repaired onsite only in b. A series of steel plates with strips'; and/or min >3" to <6'" Notes., designated areas. Prevent run-on and run-off from designated areas. Containment crushed aggregate with length, width & thickness as needed to 6. Pollutants shall be removed from stormwater discharges to the Moximum Extent 1. Catch Basin/ln/et be instal/ed there devices shall be provided and areas shall be covered if necessary. adequate/y prevent any tracking onto paved surfaces. Practicable (MEP) through design &implementation o{ the SWPPP. protection shall wherever is a potentia/ of 3 Designate onsite vehicle end equipment maintenance areas, away from storm drain stormwater or non-stormwater being discharged into it. in lets and watercourses. inways 3. Adding o wash rack with a sediment trap large enough to collect all wash 7. A standby crew for emergency work shall be available at a// times during the wet weather 2. /n/et protection is required along with other pollution prevention measures such 4 use secondary containment, such on o drain or drop cloth, to catch water can greatly improve efficiency. season, which is typically Oct 1 through Ai 3O. Necessary materials shall be ovaildb/e as; erosion control, soil stabilization, end measures to prevent tracking onto pan spills and leaks when removing fluids. on site and stockpiled at convenient locations to facilitate rapid construction of Paved surfaces. or changing 5. Leges//y dispose of used of/s, fluids, lubricants, and batteries. 4. All vehicles accessing the construction site shall utilize the stabilized emergency devices when rain /s imminent. 3 Modify inlet protection as needed to ovoid creating traffic hazards 6. Provide spill containment dikes or secondary containment around stored oil, fuel, construction entrance sites. 4. Include in/et protection measures of hillside 1-ditches and mist. drainage swo/es. 8. Portable sanitary facilities shall be located on relotivey leve/ ground away from traffic 5. In/etrotection shall be inspected and accumulated sediments removed. Sediment P P end chemical drums. a. Remove al/ sediment deposited on paved roadways immediate/y. areas, drainage courses, and storm drain inlets. shat/ be disposed of properly and in o manner that assures that the sediment 7 Maintain an adequate Supp/y of absorbent spill cleanup materials in designated b. Sweep areas that receive traffic does not enter the storm drain sstem y area. paved construction whenever sediment becomes AnFib/e. 9. Employees, subcontractors and suppliers shall be educated on ell Bh/Ps including concrete 6. Damaged bags shall be replaced immediate/. g g P y B. It is the contractors responsibility to regular/y inspect the vehicle and equipment Pavement waste storage and disposal procedures. Z Additional sandbag sediment traps shall be placed of interva/s as indicated on maintenance ared(s). c. washing with water is prohibited if it results in o d/schorge to the storm drain system. 10. Sediment control practices shat/ effectively prevent a net increase of sediment Iced in site plan. CA C.f 1 1''671 IYASINIML17' P.'07E'CTIDN �B.' E��CIP_%%✓IE11iT Mr1INl'i'/'���1VG"I' 11'��1�` IC STABILIZED CONSTRUCTION It:NTRANCE/EXIT stormwater discharge. _-_ Dom Dost DAIT. os/Isj zoos 'fir( Of "°it11 �LdC of CALIFORNIA LE,:=I-OP'v=_I T NIECES BM' G SEDIMENT AND EROSION f LATE NJ. aovson= ooze o•:. mere /�e/z%r,s COUNTY OF KERN STA1E OF CALIFORNIA DEVELOPMENT NPDEci Mp B �- DIMENT AND EROSIOrJ 'r�LATE NJ _-� LMP A Rai el'-,,-- orae Ue.c :nTE: asjls/zeal 6)tAJ IY OF KERN STATE OF CALIFORNIA DEI_'',.OFMEN_ o Cc N, D:_„ BMP r- SEDIMENT AND ERO`S'ION PLAIN. Pi ). 7 BNIF E o tag aoesc DATE: os/ts/2005 COON(Y OF KERN OF CALIFORNI.qNPDES D_VE�_OPMEN7 F`h'I: SEDIMENT AND EROSIONr� PACE NO. F. DESIGNED ev, Kti x,=onrz __ N; ;IGN U eBDRAWN n vn[Tum-, s cneD Br: ,/r ovuaen -.- DEsicrv[o tri.-S1NE _�, - _. --.KH Br: --KH DRAWN Dr: _ _ - DRAWN BY: CONTROL B, S FANDARD CONTROL ©„ CONTROL BnMP "TA,NDARD a CONTROL CSTANDARD ___ ceECRD BY. - CFECKro a :STANDARD - GFEcxED Br. ct ..-.__._ �� OF Paved area* Corrugated steel panels Original ' T Crushed aggregate greater than i 1�arvv�-u'uvv�nrv�ru�n"w grade fk« - 1:,�°i^ 3 inches but smaller than 6 inches. ��t'- �,•' 6 Filter fabric SECTION A-A Stockpiled Material y, - Original NOT TO SCALE 0 0 o Erode � 12 Inch minimum, unless otherwise specified by a soils engineer. Aggregate can be placed on Straw Mulch y droseedm y g t, . G, original grade or subgrade. "` _ a, . r`, -- NOTE: -. •' u. w w SECTION B-B Construct sediment barrier to "k"�` \� NTS and channelize runoff sediment trapping device emlment vevvlre eevee €„ 5� D "_ _ `N w , NOTE: Construct • k �� m y sediment barrier and ° w y w w �� �� Hydraulic Mu/ch Geotextdes, Mats, Plastic channelize runoff to F` �. a Covers and Erosion Control .N m w w _ sediment trapping device oK `ti t Notes, Olen kets--1`_�---A < ON 3 ti B Corrugated steel panels* a ¢ \ / A o i 7. Soil/Slope stobi/ization practices shall be designed to preserve existing vegetation where feasible and to revegetate feasible These _E,_ - d• ,v y y •v N, ten, „ --- SANDBAGS/GRAVEL BAGS < ¢ ce,ti �i ! IIIA 12' min or as open areas as soon as after grading. control shall temporary seeding seeding' mulching' sod stabilization, PLACED nGHTLY TOGETHER w a-ALL AROUND ��- t required to �I! accommodate vegetative buffer strips, protection of trees, or other soil stabilization practices. Ov w w t wetn os regniree n- ; anticipated 2. Soil stabilization shall be implemented an all inactive disturbed areas from October 1 apaO > q Ino accommodoto _ Ina �- ISI_III it III traffic. thru May 30 and on al/ disturbed areas during a rain event or potentia/ India. W nrK;Fared rromr z - - J. Stabilization practices shall control/prevent erosion from the forces of wind and water a c (tz i or ran wmrn) � 4. Sfdbilizofion practices shall be implemented in conjunction with sediment fir, oQO rRi,.oUSrY4dW� o r,„ �6r, I Q X trapping/filtering practices and practices to reduce the tracking of sediment onto paved THESE PLANS ARE NOT _z w 24 ft Min. roads. Notes: FOR CONSTRUCTION AND 'n X 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mu/ch must m ARE TO BE CONSIDERED PRELIMINARY UNLESS A w Temporary pipe culvert B be anchored immediately to minimize loss by wind or water. Stock de mann ement procedures and practices are designed P 9 P P gned to reduce or "WET as needed E.Iotmy pave, *If entrance is not paved, either relocate 6. When using hydroseeding/mulching, the minimum, app/icdtion of wood fiber shall be eliminate air and storm water pollution from stockpiles of soil, and paving STAMP & SIGNATURE" entrance• the steel panels to edge of pavement or 1,500 lbs/acre, that does not contain more than 50 percent newsprint. materials such as port/and cement concrete (PCC) rubble, asphalt concrete (AC), FROM BOTH THE ENGINEER 50 ft Min Match place Type 1 crushed aggregate. 7 For seeding recommendations, contact: USDA, Natures/ Resources Conservation Service at asphalt concrete rubble, aggregate base, aggregate subbase or pre-mixed OF RECORD AND A APPROVAL. STAMP four times the Existing 5000 California Avenue, Bakershe/d, CA 9,3309-0725. Phone: (667) 336-0967 aggregate, asphalt binder (i.e. cold mix) and pressure treated wood WITH A "WET STAMP & or circumference of the largest construction vehicle tire, Grade . 8. When using hydraulic mu/ch, the application shall be between 1 to 2 tons per acre. _ Notes: SIGNATURE" FROM THE Match whichever is PLAN 9. Geotexti/es, mats, plastic covers and erasion control blankets should be considered when I. Protection of stockpiles is a year-round requirement. LOCAL GOVERNING greater NTS disturbed soils ma be articular/ difficult to stabilize. Y P Y 2. Locate stockpiles a minimum of 50 feet away from concentrated flows of AGENCY ARE PRESENT. Existing _ TYPE 2 ALTERNATIVE ENTRANCE EXIT /0. For geotextifes, mots, and erosion control blankets, installation should be in accordance storm water, drainage courses, and drain inlets. Grade PLAN ---- with manufactures recommenddtiorrs. T ices/l overlap of eotextiles mats edges is 2 to yP y P 9 / 9 J. lmp/ement wind erosion/transport control practices as appropriate. DWG. EY .._ D.M. NTS use of corrugated steel plates, shaker plates, rumble plates, etc. 3 in. and stop/ed every 6 in. When blankets ore to de spliced, place blankets 4. Al/ stockpiles shall be covered, stobi/ized, or protected with otemporary linear TYPE 1 GRAVEL ENTRANCE/EXIT end-over-end (shingle sty/e) with 6 in. overlap and stop/e through overlapped area, barrier (Le. sandbags, etc.) prior to the onset of precipitation. C1xC'D eY d ppraximate/y 12 in. apart. DATE '12/9/1B JOB NU. CZ STABILIZED C'ONSTRUCTIOId r:!:;`,' t1NC�;/.,XI`[' �Ii'G',�'.rU.I�I C�JI'v.If�N l ��1 MAi&RZ,��-1 5"1'f%l�'f4G'1 ,-- t 'Lr4B IT JE C'O�lSTROC"TION El"ITRANC ,/ ',_XIT fLLE NO, re nR.- DnI-'or,/,6/eno5 COUNTY Or <_F'.N Do!E o G PLATE N0. - -- -- NPDES bIb1F r_rMaSTATk OF CALIFORNIA Ro, „ DArr. l/ r ..a wt t-_= /s/zsoa .,OLIN rr 01' Lr..K --- =--- PI�;E '.I NPDES D't/IP r O?{5'1FE •/civ\., ` Reils'oro r Fr= 0ajts/2s CGU:V Y OF KERN .���. note ,.= _ G P' A C N.� fsia_Nt �5N„ - sCOL.or CALIFORNIA FI. DEi BMP I er: +evs �,. DATe os to za COUNTY OF KERN----_-v-----� �- Dore De,c i r , tAlF NJ. - NF DED BMI s/, oras STATE OF CALIFORNIA _ _ .N L_ t.,,rr.NNr: SEDIMENT AND FRO Irl?1 Li - cs;crlEo eve -----.-""- F AND EROSION hMf /re Dr, >nEn er: - "DIMFNT ,/z a D¢:.,nED Br: SPATE OF CALIFORNIA -- DL1 LOFMEUI .SMP _� STANDARD ONTROIu JFCIhJ 111 avtuv: DEVELOPMENT - tT_e_7 STANDARD Cir (20L -% -- AND ERO`'InT,,I -= muWrnNer-- DEJELOPiVENT MP J 1 El,ru SIAfdDAiTD CONIkOL _ _ -.- ur„drier: - _VEI_OPMIFNT SEDIPAE!i APJD EROSION L Mt_ F D ErF, N c --- -- Br: _-- ar. 1 ctleck2D r:- STANDARD CONTROL J \ 2/3 to ' -`--- Y `- _-__-- --� -" -- ---- - --- -�--- -- ------ _ T��9r��otIcaiiFc+ 6.9-275BMF SHEET p 2 RECORDS NO. Of SHEET PRINTED: 8/28/2018