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HomeMy WebLinkAbout5.7-10606 Lot 49DISCLAIMER NOTE 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). 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. CITY OF BAKERSFIELD CALIFORNIA GRADING PLAN PERMIT NO. 18-40000036 SPR NO. 18-0110 PNG 499-583-17 5809 WOODMERE DR. OWNER: PAMPAS DEL CIELLO, LLC. PROJECT ACREAGE: 0.31 ACRES SPR NO.: 15-0049 SHEET INDEX: TS: TITLE SHEET 2 A-1: SITE PLAN rJ U C-1: GRADING PLAN C-2: SECTIONS -.L BMP -1: EROSION CONTROL PLAN BMP -2: EROSION CONTROL PLAN DETAILS BMP -3: EROSION CONTROL PLAN DETAILS HC -1: HANDICAP DETAILS HC -2: HANDICAP DETAILS GRADING NOTES FOR CITY OF BAKERSFIELD 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY KRAZAN & ASSOCIATES, INC. DATED JULY 12, 2018. 2. ALL CUT AND/OR FILL SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 4. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 5. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 6. 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. 7. ENGINEER/BUIDING OFFICIAL WILL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 8. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CA. UBC AND CERTIFIED BY TESTS AND REPORTS FROM THE SOILS ENGINEER. 9. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 10. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. SURFACE DRAINAGE TO BE ONE (17.) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 13. CONSTRUCTION OF DRY WELL FOR COLLECTION OF ON-SITE RUN-OFFS IS NOT ACCEPTABLE, HOWEVER OTHER MEANS OF CN -SITE COLLECTION MAY BE ALLOWED IF APPROVED BY THE BUILDING DIRECTOR. 14. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA BUILDING CODE. 15. THE FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 16. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 17. CUT= 41__ YDS' FILL= 48--- YDS' IMPORT= 0-_ YDS'. (YARDAGE FOR PERMIT PURPOSES ONLY.) IMPORT SITE= 18. 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. 19. 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. 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 21. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. o il LEGAL DESCRIPTION APN: 499-583-16 BENCHMARK MONUMENT IN WOODMERE DR. - SEE SHEET A-1 FOR LOCATION. ELEVATION= 356.41 ,CONNECT TO SEWER ❑ PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE PROVIDE BLDG PAD ADEQUATELY PREPARED FOR ITS INTENDED USE GRADING NOTES U.N.O. 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 SHOULD BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGINEER. ALL EXISTING FILL SOIL SHALL BE EXCAVATED UNLESS THE PROJECT GEOTECHNICAL ENGINEER SPECIFICALLY RECOMMENDS THAT SUCH FILL IS TO REMAIN IN PLACE. ANY EXPOSED SOFT, LOOSE, POROUS OR OTHERWISE UNSATISFACTORY SOILS SHALL THEN BE EXCAVATED TO THE DEPTHS INDICATED IN THE PLANS OR SPECIFICATIONS, OR BY THE PROJECT SOIL REPORT, OR GEOTECHNICAL ENGINEER. THE EXCAVATION OF EXISTING FILL OR OTHER UNSATISFACTORY SOILS SHALL EXTEND LATERALLY BEYOND THE LIMIT OF FOUNDATIONS, SLABS OR PAVEMENTS THE DISTANCE INDICATED IN THE SPECIFICATIONS OR PLANS, OR BY THE PROJECT GEOTECHNICAL ENGINEER. THE EXCAVATED AREAS SHALL BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PREPARING SUBGRADE AND PLACING COMPACTED FILL. 2. THE EXPOSED APPROVED NATURAL GROUND SURFACE SHALL THEN BE SCARIFIED TO A DEPTH OF AT LEAST SIX INCHES, BROUGHT TO OPTIMUM MOISTURE AS DIRECTED BY THE GEO- TECHNICAL ENGINEER, AND THEN COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY THE ASTM COMPACTION METHOD DESCRIBED BELOW. WHERE FILL IS TO BE PLACED ON OR AGAINST SLOPING GROUND (STEEPER THAN 5:1), KEYING AND BENCHING INTO FIRM NATURAL GROUND SHALL BE PERFORMED AS THE COMPACTED FILL IS BROUGHT TO FINAL GRADE. 3. FILL, CONSISTING OF SOIL REVEIWED BY THE PROJECT GEOTECHNICAL ENGINEER, SHALL BE PLACED IN COMPACTED LAYERS WITH APPROPRIATE COMPACTION EQUIPMENT. ALL SITE & IMPORTED FILL SHALL BE REVIEWED BY THE PROJECT GEO- TECHNICAL ENGINEER PRIOR TO USE IN FILL AREAS. ROCKS LARGER THAN SIX INCHES IN DIAMETER SHALL NOT BE USED. THE MOISTURE CONTENT OF THE FILL SOILS SHALL BE BROUGHT TO OPTIMUM MOISTURE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. SITE EXISTING STREET a LIGHT w WOODMERE DRIVE Z Q 0 Y a n VICINITY MAP The GRADING PIAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Budding Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances Engmeerto,mfrsubdividerordevelopershaNberesponsible for accuracy of calculations tot this plan and shall submit a ceditied'as- graded' plan after completion of the grading. A�PROVED aY: Public Wor Department Date Building Department Date 4. FILL AND THE UPPER SIX INCHES OF THE SUBGRADE SHALL BE UNIFORMLY COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY FOR THE MATERIAL USED. THE MAXIMUM LABORATORY DRY DENSITY FOR SUCH SITUATIONS SHALL BE DETERMINED BY THE ASTM D1557 -02E1 COMPACTION METHOD. CRUSHED GRAVEL MATERIAL SHALL BE COMPACTED TO LEAST 95 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY FOR THE MATERIAL USED. THE MAXIMUM DRY DENSITY FOR 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. a a_ SCALE: NTS ALL SITE WORK AND GROUND DISTURBANCE TO REMAIN ON SITE. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANY CONSTRUCTION RELATED USE OF OFF-SITE LAND. 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. 8. 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. 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) K F'Y- FL - FLOW LINE C, - CENTER LINE R - PROPERTY LINE CF- CURB FACE TC - 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 TOW - TOP OF WALL FS - FINISHED SURFACE -" -i PROPERTY LINE 4 AC;7AAr7KIT CENTER LINE FENCE LINE ------ FLOWLINE 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. 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" (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 201 -4-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONCTROL 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, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 16. 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 S DEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. ()z J J J a 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 cTAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERN NG AGENCY ARE PRESENT. SHEET TS P OF 9 SHEET 2 � o 0) U po O%• ci' rJ U J :ITY 0= BA i=RS: -.L E tl'_.D,Nr .E C , M n m a� a CL L o .> 00 CO CO co �< � Q c rn n a� `n � Q M CO Y � 0 rn m ()z J J J a 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 cTAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL GOVERN NG AGENCY ARE PRESENT. SHEET TS P OF 9 SHEET SEWER MANHOLE — S --� c S MONUMENT/BENCHMARK STORMDRAIN MANHOLE - S =- - N 89'00'55" W �i 54.39' BLUE REFLECTOR __ S S - S N 89'00'55" W 85.00' I - - c S S S S 89'00'55" 85.00' 5 ' G' 20' SITE PLAN SCALE: 1 11- 10' H PARKING TABULATION BUILDING STALL REQUIREMENT AREA S.F.) STALLS OFFICE 1 / 300 S.F. 1,174,1 3.91 WAREHOUSE 1 / 1000 S.F. 2,862.0 2.86 REQUIRED PARKING STALLS 7 HANDICAPPED PARKING STALLS PROVIDED 1 REGULAR PARKING STALLS PROVIDED 6 COMPACT PARKING STALLS PROVIDED —+-0 TOTAL PARKING STALLS PROVIDED 7 BUILDING SUMMARY: OFFICE WAREHOUSE BUILDING 4,042 SOFT BUILDING COVERAGE 4,042 SOFT / 13,602 SQFT = 29.7% METHOD OF SEWAGE DISPOSAL = CONNECT TO SANITARY SEWER WATER SUPPLY = C.O.B. DRAINAGE TO STREET CONSTRUCTION NOTES: ACCESSIBLE PATH OF TRAVEL ONEW INTERNATIONAL SYMBOL OF ACCESSIBILITY AS PER SHEET HC -1, DETAIL 1 ONEW ENTRANCE TO OFF-STREET PARKING & DIRECTIONAL SIGN PER SHEET HC -1, DETAIL 2 j� NEW SIGN "RESERVED" FOR H.C. VAN ACCESSIBLE PER SHEET HC -1, DETAIL 3 ONEW ACCESSIBLE STALL/SPACE REQUIREMENTS PER SHEET HC -1, DETAIL 5 ONEW ACCESSIBLE RAMP PER SHEET HC -2, DETAIL 1, CASE C O NEW TRUNCATED DOMES PER SHEET HC -2, DETAIL 1 O NEW 6" HIGH WHEEL STOP OEXISTING 4" SEWER LATERAL - FIELD VERIFY LOCATION O9 CLEAN OUT TO GRADE 10 SHORT TERM BICYCLE PARKING - (1) HUNTCO BR3 OR EQUAL 11 NEW 6' CHAIN LINK FENCE W/ REDWOOD SLATS OR WROUGHT IRON FENCING W/ MESH CONSTRUCT 8'X10' INSIDE DIMENSIONS CONC. REFUSE 12 CONTAINER PAD ONLY W/ 8" BUMPER CURB PER C.O.B. STD. ST -27 (NO FENCE REQUIRED) 13 PEDESTRIAN EASEMENT PER DOC# 00216153043 & 00021 61 8741 9 [CITY RECORDS NO. Lbk 11 O E O O ti L O Nr M a U c co o) m o cr CC O c- co oG o < �.E L a r co w tL' a = a � (0 m cc CG NO. DATE s i i I I THFSE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY JNLESS 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. p� E.t,�' z_ rn C I �o 2/'31/18,-' . LIV , PRINTED: 8/13/201 0%n A Kiwi^± r2i AAI %A r7/1 V e l w %w ■ mmaw CONTOURS SHOWN ARE EXISTING GRADE CONTOUR INTERVAL IS 0.25' 5UALt: , - -1v 0 MBHCP & HCP STATEMENTS ALL "UNDEVELOPED LANDS" THAT WILL BE USED TO GRUBBED, ALTERED, DRIVEN—OVER, OR USED TO DEVELOP THE IMPROVEMENTS ON THIS GRADING PLAN IS SHOWN WITHIN THE DELINEATED DASH—DOT—DOT BOUNDARY LINE. "UNDEVELOPED LANDS" NOT SHOWN ON THIS GRADING PLAN — WILL NOT BE USED TO DEVELOP THE DEPICTED PROJECT. 4 153 52 51 50 49'/ i 36 137 138 39 40 41 142 1 43 LOTS DRAWN PER PARCEL MAP NO. 10606 PHASE 1 BORDERED AREA = 1.01 ACRES LOT AREA (#49) = 0.31 ACRES GRADING PERMIT # _ 47 45 CITY RECORDS NO. V Q J J J a 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. OFE; )/c vh, /31/18 � OF c; SHEET cmi OF 9 SHEET PRINTED: 8/13/201 PRINTED: 8/13/2018 c E u� U C ii7 N W PROPOSED BUILDING DRIVE AISLE I� PARKING LANDSCAPE a a Q' 0.17 40.00 25.00 16.54 3.29 _ < i� 1 cclQ3C I \CQ C 4) AJ F° -�o c - - shoo 01% A T c I 2.32% 2.84% 1_7ra I _—i ' — — — _ —I_ — _— I _ ...II- —_ — -C =1 I—IIIII—I fl,ll� 11=111=II, I ��� I I I I I I —1 l l 111 111 l i 1 , I Ili I I I I I I NO. DATE SECTION A Z =J J � z PUBLIC 0 R UTILITY EASEMENT R 0.83 PROPOSED 97.00 BUILDING WALKWAY PARKING 5.00 17.00 0.85 1.52 LANDSCAPE 8.48 L SIDEWALK WOODMERE DR 6.23 0 ui uj W � I I cf) o S�6 oo �s� op `\G �+ + 0 J � F <•Q .�O �jh4j1. 0�,�. � 6� I ,�O � � � 1.43% j �C' 9�1L�3 I ��o� OP �o� ��OG1 h� '`c' �j. X CD —1 ,II 111—II — 111 i Ir i I -- — � -- - 1.77% Sh6 1.32% cl uj - (1I==-_---- —� gip,!��a — =111-1 11= 11=1 — — — 11= 11=1� 1 — 1 1 1=1 11=1 11=T=1 11= { =1 I=►1=1 I =11 — m I — 1=1 I I=1 I I=1 I I — I =11=1 �- UL I I O SECTION B 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 TSE LOCAL GOVERNING AGENCY ARE PRESENT. DWG. BY D.M. CW'D BY DATE 47/05/2018 JOB NO. 8336B FILE NO. 833SB13 f• r SERS, Lu I 12/31/'18 •` r `d,1- 2.5' 5' 10' SECTIONS I �� Ll' SHEET SCALE: 1 " - 5' Cm2 CITY RECORDS NO. OF 9 SHEET PRINTED: 8/13/2018 a N 89'00'550 W \ STORMWATER AND EROSION CONTROL NOTES: S 89'00'55" 85.00' EROSION CONTROL PLAN NEI SCALE: 1". 1 O' [4] 1. IN CASE OF AN EMERGENCY, CONTACT QUALIFIED SWPPP PRACTITIONER. 2. A STAND—BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING PERIODS OF IMMINENT RAINFALL (EXCEEDING 40 PERCENT PROBABILITY). NECESSARY MATERIAL SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID DEPLOYMENT OF BMP'S WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE PROJECT ENGINEER WHEN THEY ARE DEEMED TO BE NO LONGER NECESSARY. 4. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHING 24 HOURS AFTER EACH RAIN EVENT. 5. EXCEPT AS OTHERWISE APPROVED BY THE RESIDENT ENGINEER, ALL REMOVEABLE PROTECTIVE 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 TO THE DISCRETION OF THE CONTRACTOR AND RESIDENT ENGINEER. 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. 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. 9. STOCKPILES OF SOIL AND OTHER CONSTRUCTION—RELATED MATERIALS MUST BE PROTECTED FROM 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 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 A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO DRAINAGE CONVEYANCES. 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 DESIGNER'S SPECIFICATIONS. 14. DEVELOP CONTROLS TO LIMIT, TO THE EXTENT PRACTICABLE, OFF—SITE TRANSPORT OF LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION MATERIALS. 15. NO STOCKPILE NOR PORTA—POTY SHALL BE LOCATED WITHIN 50' OF ANY DRAINAGE CONVEYANCE OR DRAIN INLET. EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM C CONSTRUCT SEDIMENT BARRIER ALONG WESTERLY, NORTHERLY, EASTERLY, AND SOUTHERLY EXTENTS OF CONSTRUCTION, EXCEPT DRIVE APPROACHES. PER DETAIL H, I, OR J — SHEET BMP -3 STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TR -1 FROM CALIFORNIA STORMWATER CONSTRUCTION HANDBOOK MINIMUM DIMENSION 25' LONG X 15' WIDE, PART OF WHICH MAY BE CORRUGATED STEEL BARS. CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE DETAIL E — SHEET BMP -2 © AREA ALSO TO BE USED FOR CONSTRUCTION PARKING CONSTRUCT CONCRETE WASH OUT AREA IN ACCORDANCE DETAIL F — SHEET BMP -3 AREA ALSO TO BE LOCATION FOR OUTHOUSE DURING CONSTRUCTION EMPLOY EROSION CONTROL PRACTICES IN ACCORDANCE WITH DETAIL D — SHEET BMP -2 IN AREAS OF CUT/FILL 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 STAM? & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. �Qt13r ES,i (\`! 12/'31/18 Fi,P1! SHEET BMP -1 OF 9 SHEET PRINTED: 3/13/20V I Back of sidewalk I -� Sandbags/Gravel** bags to BEST MANAGEMENT PRACTICES (BMS'' s� overlap onto curb- -� _Catch Basin-_- '/ircli` -rhe' %teS Back of curb `----Curb Inlet 1. Best Management Practices (BMP's) contained herein reflect the minimum requirements. --- -- f -- - -- - r i te methods providing equal or greater protection ma Alternate g y be utilized. For in depth I - - -_ Absorbent 7F lItH information on BMP's refer to the California Storm Water BMP Handbooks, available at Cleanup OIL � - Direction www.ccbmphGndbool<s.com, California Deportment of Transportation Construction Site BMP .� II Material - - ' ca. ov h construe storm water factsheets.htm, and/or USEPA of flow „ ` Fact Sheets at www. dot g / q/ / / �'UNR, �'� i gov/npdes/stormwoter. illwaBMP Fact sheet http.//cfpub.epo. i 2 All construction activity shall be performed in accordance with a Stormwoter Pollution f. Prevention Plan SWPPP) developed and implemented in compliance with the requirements IVE of the National Pollutant Discharge Elimination System (NPDES) Construction Genera/ Permit Order No. 2009-009-OWQ and as amended by Order No. 2010-0014-DWO. J. The SWPPP shall. Plan _ Notes.' i a. /dentify potential pollutant sources and include the design and placement of BMP's to Sandbags/Gravel** bags 1. Sediments and other materials shall not be tracked from the site by vehicle I effective/ the opollutants llutants from the construction site onto the street stacked tightly y prohibit e en --Gravel shall be 0.4 to o.e inch in diameter and shot/ be c%a.l and Entrance/exit must be traffic. The construction entrance roadways shall be stobi/ized so as to and/or into a storm drain system during construction, free from clay balls, organic matter, and other deleterious materials. elevated to prevent run-off ' f prevent sediments from being deposited into the public roads. Sediment ! Curb inlet f deposited on the roadway must be swept up immediate/v and may not be b. Be kept on site and amended to reflect changing conditions throughout the course of *Spillway elevation shall Containment Area 1 ! match top of curb z , � Sidewalk washed down by rain or other means into the storm drain system. .gee Type I construction. �� e Spillway H. 1 and Type 2 details. c. Be kept up to date. Any additional updates requested by agency representative are to a �" be made r'mmediote/y.f,/77 l�\'l� 2. Stabilized construction entrance shall be. - 0/1 I { j R 4Notes: a. Located at any point where traffic wr%/ be entering or leaving o 1. Leaking vehicles and equipment shall not be allowed onsite. Equipment and 4. Non-Stormwater discharges are prohibited from entering any storm drain system and/or D = 12, Min. \�.,��\.�,\\�� I f construction site to or from o public right of way, street, alley, and vehicles shall be inspected frequently for leaks and shall be repaired immediately. sidewalk or parking area. I street. H = 8 Min. r\\\ Catch Basin \\ Clean up spills and leaks prompt/y with absorbent materials, do not flush with � L = 36" Max. .�1\ I ,��water. 5- Discharges of pumped ground water require a discharge permit from the State of I SECTION b. A series of steel plates with "rumble strips'; and/or min >3" to <6" Califemia Regional Water Quality Control Board (RWQCB). \ I 2. VehicleS and equipment shall be maintained, and repaired onsite on/y in crushed aggregate with length, width & thickness as needed to I Notes.- designated areas. Prevent run-on and run-off from designated areas. Containment adequate/y prevent any tracking onto paved surfaces. i 6. Pollutants shall be removed from stormwoter discharges to the Mcximum, Extent 1, Catch Basin/lnret protection shall be instal%d wherever there is a potentia/ of devises shall be provided and areas shall be covered / necessary. J. Designate onsite vehicle and equipment maintenance areas, away from storm drain J. Addie o wash rack with o sediment trop large enough to collect o/� wash I Practicable (MEP) through design & implementation of the SWPPP Stormwater or non-stormwoter being discharged into it. 9 P 9 g` inlets and watercourses. water can reat/ improve efficient F 2. Inlet protection is required along with other pollution prevention measures such 9 y P �'. i 7. A standby crew for emergency work shall be available at o// times during he wet weather 4. Always use secondary containment, such as a drain pan or drop cloth, to catch season, which is typically Oct 1 through May 30. Necesscry materia/s sha// be available as; erosion control, soil stabi/ization, and measures to prevent tracking onto on site and stockpiled at convenient locations to facilitate rapid construction of paved surfaces. spills and leaks when removing or changing fluids. 4. A// vehicles accessing the construction site shall utilize the stabilized Modif inlet protection as needed to avoid creating traffic hazards. 5. Legally dispose of used oils, fluids, lubricants, and batteries. construction entrance sites. emergency devices when rain is imminent. }' p 6. Provide spill contornment dikes or secondary containment around stored oil, fee% 4. Include in/et protection measures at hi//side v -ditches and mist. drainage swa/es. and chemical drums. 8. Portable sanitary facilities shall be located on relatively leve/ ground away from traffic 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment 7 Maintain an adequate supply of absorbent spill cleanup materials in designated a- Remove al/ sediment deposited on paved roadways immediately. I areas, drainage courses, and storm drain inlets. shall be disposed of properly and in a manner that assures that the sediment b. Sweep paved areas that receive construction traffic whenever sediment area. becomes visible. does not enter the storm drain system 8. It is the contractors responsibility to regu/ally respect the vehic% and equipment Pavement 9. Employees, subcontractors and suppliers shall be educated on al/ BMP's including concrete 6 Damaged bags shall be replaced immediatey. c. .estar washing with water is prohibited if it results in a discharge to waste storage and disposal procedures. 7. Additional sandbag sediment traps shall be placed at intervals as indicated on maintenance area(s). the storm drain system. C 9 10. Sediment control practices shall effectively prevent a net increase of sediment load in site plan. stormwater discharge. f - - - I '�� A r i l��V Cu)' s °'4 ' _ �°�� rC� ' 'A G' ST `�BILIZEI.F C` r , J :E 4 � _4 EXIT I i DATE: Revisions DA?E: Revisions DAT:: N Rev;s;o-s DATE:KERNDate ons as/is/2003 COUNTY OF KERN os/ s/loos COUNTY CF CERN as/ts/2oo3 C,IJ ,�� OF r � PLATE NO. I Do! --' a' t_ _ as/�s/2aas COUNTY OF K NPDES BMP PLATE N�. Date Desc PLAE N0. Date Resc NPDES BMP - STATE OF CALIFORNIA 5/,z _Tgh DESIGNED BY: NPDES BMP PLATE N Date oast �i�:iE ��F rt,'_iF�R'� i -�' ~ °, STATE OF CALIFORNIA s/�2 uaoA� DESIGNED 9Y: STATE CAL FORNIA 5(12 uFo.Ahn DESGNEa BY: 5/1J^=k,'E. DESIGNED BY- -r- KH E DRAWN BY: DEVEL0PPvENT DRANN BY: `'Er`,�=i '- 1'.� _._1 •J!:.=i�II A#'-�tr) �I��. �.i'`j _f DRAWN BY: DE`�EL OPMEN I SEDIMENT AND EROSION BMP DRAWeN Y: DEVELOPMENT SEDIMENT AND EROSION B M A BH SEDIMENT AND EROSION BMP B BH BMP C BH �- n n Ci NT l� STANDARD CONTROL CHECKED BY: STANDARD CONTROL -CHECKED BY �TA(ti A6zD CONTROL CHECKED BY: ` � ,'� CHECKED BY: GF GF GF G1= Paved area* Corrugated steel panels Original �► w s I Crushed aggregate greater than -e _J grade' i 3 inches but smaller than 6 inches. I _ , Stockpiled Material Filter fabric SECTION A -A vim, y f y I Original NOT TO SCALE SIA'' z` poo ooh ooh grade - .v .v ,v L w y v I Straw Mulch Hydroseeding y ,v { L12 inch minimum, unless otherwise specified by a a soiis engineer. Aggregate can be placed on 'L f ` f original grade or subgrade. s NOTE: Construct sediment barrier _4- SECTION y \ SECTION a -B - � � .v-_ as . �� w I and channelize runoff to � y NTS sediment trapping device s4 Sedk1eft , A s '� I trapping dev. W �' d; NOTE: Construct �� •v .v 14. •v - 4 11 I sediment barrier and Hydraulic Mu/ch Geotextiles, Mats, Plastic - r channelize runoff to Covers and Erosion Control �' 1 _ - �,``2 sediment trapping device Q o * Notes: Blankets W .v v w - -11 I `L Corrugated steel panels o 1. Soil/Slope stabi/izction practices shall be designed to preserve existing vegetation where ` - SANDBAGS/GRAVEL BACs Q p B a ti A �_ A � �, O _ feasib/e and to revegetate open arFas as soon as feasible after grading. These control ALL TiGHT_Y TOGETHER o Of ii I 12' min or as practices shall include temporary seeding, permanent seeding, mulching, sod stabilization, ALL AROUND MATERIAL Q ac ti .�_ o required to vegetative buffer strips, protection of trees, or other soil stabilization practices.- > i€ accommodate i c Z Soil stabilization s,tiall be implamented on a// inactive disturbed areas from October 1 W _ width as required d ! anticipated 4 y .q.,� Ill thru Moy 30 and on a// disturbed oleos during a rain event or potentia/ rain. Ld 0 ��1 to accommodate traffic. > o anticipated traffic z ' 3. Stabilization practices shall control/orevent erosion from the forces of wind and water. O c (12 foot min width) 4. Stabi/ization practices shall be implemented in conjunction with sediment I o o 0 0 0 X trapping/filtering practices and practices to reduce the tracking of sediment onto paved 24 ft Min. roads. Notes: 1= 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mu/ch must w Temporary pipe culvert B be anchored immediate/y to minimae loss by wind or water. stockpi/e management procedures and practices ore designed to reduce or as needed Existing paved *If entrance is not paved, either relocate 6. When using hydroseeding/,mulching, the minimum, application of wood fiber shall be eliminate air and storm water pollution from stockpi/es of sol/, and povi,-g entrance* the steel panels to edge of pavement or 1,500 lbs/acre, that does not contain more than 50 percent newsprint. materia/s such as port/and cement concrete (PCC rubble, asphalt concrete (AC), ! Match place Type 1 crushed aggregate. 7. For seeding recon`7mendations, contact.• USDA, Nctura/ Resources Conservation Service at asphalt concrete rubble, aggregate base, aggregate subbase or ,ore -mixed I 50 ft Min aggregate, as halt binder r e. cold mix and pressure treated wood. I Existing 5000 California Avenue, Bakersfield, CA 93309-0 725. Phone.- (661) 336-0967.P i• ) ' or four times the circumference of Grade 8. When using hydraulic mulch, the ac,olicction shall be between 1 to 2 tons per acre. Notes. - the largest construction vehicle tire, PLAN 9. Geotextiles, mats, plastic covers anY erosion control blankets should be considered when 1. Protection of stockpiles is a year-round requirement. I Match whichever is greater disturbed soils mcy be particularly difficult to stabilize. 2. Locate stockpiles a minimum of 50 feet away from concentrated flopvs of j I g TYPE 2 ALTERNATIVE ENTRANCE EXIT 10. Fcr geotexti/es, mats, and erosion contra/ blankets, installation should be in accordance storm water, drainage courses, and drain inlets. Existing with manufactures recommendations. T ical/ over/a of eotextiles mats ed es is 2 to �'P �' P 9 9 J. Implement wind erosion/transport control practices as appropriate. I Grade PLAN 3 in. and stapled every 6 in. When blankets ore to be spliced, place blankets 4. Al/ stockpiles shall be covered, stabilized, or protected with a tempor-or linear NTS use of corrugated steel plates, shaker plates, rumble plates, etc. end -over -end st le' with o in. over/o and sta /e through over/a ed area, ' (shingle style) P P 9 PP barrier (i: e. sandbags, etc.) prior to the onset of precipitation.. ! I TYPE 1 GRAVEL ENTRANCE/EXIT approximately 12 in. apart. ~� _, QTS t RUCTION EN FRA T CE /EXIT C-2 STABILIZED ('ONS T RUCTI )N ENTRA' CE/E-SIT CD) ��,�`Ic'>_� (.D_ 1 ''RUL E 1 I T.�I��', {)��:. T , I C') ST��BILIZED C DATE: Revisions DATE: Revisions Dill E: • ;fig DATE: ( ,� ' Revisions o3/:s,/23 COUNTY OF KERN Ds/1s/2Do' C-_NTY OF KERN PLATE NO. Date De os/,s/2oo3 -01,11\71, O ,< ' ;:gip ;Eel E'I/', PLATE N0. ,ev,s _ s r3/tg f23 vOUNTY OF KERN NPDEJ BMP PATE NO. Date Dsec PLr�TE N0. Date Desc NPDES BMP 'gate 'Jest NPDES BMP STAT: OF CA_IFORNIA 5/i2 UPDATE DI -SIGNED BY: STaTL -` p "` y,n2 u � -� DESIGNED er. STATE OF CAL.FCIRNIA 5/�z u�oRz DESIGNED BY STATE OF CALIFORNIA 5/,� uaaRh DESIGNED BY: i �� `! KH _ KH r K" - r `L�'3c_N` A l i �::"-aN r I K" I /_ .T SEQIiv1ENT AND EROSION BMP DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BMP DRAWN BY: L _ lt��Pi�ENT SEDIMENT AND EROSION BMP D z,wN ®Y: t)� .L - ,J BMP C DRAWN BY. DSU 1 I� -I`v E BH - BH B" ' CONTROL C- 1 CHECKED BY. STANDARD CONTROL C Z caECKED BY: �TA'dD�RQ CONTROL Ct_cKED BY: r. _ O STAN O ., : u - CHECKED BY: GF GF GF I vU� bit RECORDS NO. 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. PRINTED: 8/13/201E o I_ c-) 9 0 rn 6 0 N LJ 0 C - a� y "c .5 l E C,- ,L Z_ o � �o r, .-d ) U U » CL �) ( 2 �mz 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. PRINTED: 8/13/201E colvCRF TE WASHOUT ARfAZ-- I Berm ed Containment c)� �,.-�` - . Area �- ice° Notes: 1. Excess and waste concrete shall not be washed into the street or into a drainage 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 properly off site. J. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed of properly. -'-� v---- `•- Bermed Containment Area Impervious Surface/Lining Notes: 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup mcteria/ shall be on site and used immediately in the event of a spill. 3. Drip pans or absorbent pads shall be used during vehicle and 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 ru,-70ff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. 5. Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and to contain spills. UF -` NCRFT � STE - X14-NAEME EHIC". E UIRVE�' T FUELLINTG G EW Maximum slope length Maximum tributary area .25 acre/100ft, of fence. - 26' Typical contours - �s (used for illustration O _ purposes only)__ 24' - 22 Maximum Turn last 6' of width=500' fence up-slope /silt fence J! � Silt fence constructed along level contour Fiber rolly i� y ,i; ,'ii'i;,'�, Note: 310 8" min y y ,i' /r''ir,'��ij Install iter roll Pe along a level contour. lrel;,1-1 C1 Filter fabric-' Flow 6"I min. `f Filter fabric j �in.' m 2"X2" - wooden 2"to 4" post ® 10' o.c.(max) C E Compacted backfill 18" Notes: 1. Construct the silt fence along a level contour. 2. Silt fences shall remain in place until the disturbed area is permanent/v stabilized. J. 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 oround the fence. 5. Leave on undisturbed or stabilized area immediate/y downslope from the fence. 6. Do not place in live stream or intermittent/y flowing channels. 7. When standard filter fabric is used, a wire mesh support fence shall be fastened secure/y to the upslope side of the posts using heavy-duty (0.6 inch) wire staples at least 1.75 inches long, tie wires or hog rings. 8. Filter fabric shall be woven polypropylene geotextile with a minimum width of 36 inches and a minimum tensile strength of 100 lb force. 9. Wood stakes shall be commercial quality lumber no less than 2 inch by 2 inch. Wood stokes shall be driven to a depth of no less than 18 inches from surface. Revisions DATE: Revisions DATE: Revisions Date Desc 06/16/2003 COUNTY OF KERN NPDESBMP PLATE NO. Date Desc 06/16/2003 COUNTY OF KERN NPDES BMP PLATE NO. Date Desc 5/12 UPMTED DESIGNED BY: STATE OF CALIFORNIA 5/23 ATE =DESIGNED BY: STATE OF CALIFORNIA 5123 UPDATE DRAWN e,r: DEVELOPMENT SEDIMENT AND EROSION M F DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BMF BH BH CHECKED BY: STANDARD CONTROL CHECKED BY: STANDARD CONTROL GF GF Straw barrier Max reach 30 ft Straw barrier End Velocity Dissipation Devices EC -10 I I A d /Detail Cross barrier Toe of slope y o ! � o �o U5 PLAN bedback varies �- Slope 2"X 2" Wood stoke Straw bail on outside Straw bail barrier `. % Straw bail on inside Toe of j\ Straw ball on outside slope C =_=_ E END DETAIL 's" N TS Straw bail barrier A -A NTS A straw bale barrier is c 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: 1. 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 a minimum of 14 inches wide, 18 inches in height and 36 inches in length. 7. Shall be composed entirely of vegetative material, except for the binding material. 8. Bale bindings shall be either steel wire, nylon or polypropylene string placed horizontally. 9. 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 0.25ac/100 ft. 11. Limit the slope length draining to the straw bale barrier to 100ft. 12. Slopes of 29 or flatter are preferred. 13. If slope exceeds 109 the length of the slope upstream of the barrier must be less than 50 ft. 14. Install straw barrier along a level contour, in a trench and tightly abut adjacent bales. 15. Last straw bale on end needs to be turned up slope. 16. Inspect straw bale barriers before and after each rain 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. T L7 Revisions DATE.0/19/2012 COUNTY OF KERN i Date Desc NPDES BMP PLATE NO. 5/23 «ovE DESIGNED BY: STATE OF CALIFORNIA DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BMP LJ BH CHECKED BY: STANDARD CONTROL GF C Filter Fabric SECTION A -A A 4da (min) Pipe outlet to well defined channel Key in 6"-9„ recommended for La entire perimeter r 0 o d=1.5 May -� oliii�j� rock dia. 11 -111 Pipe Diameter Discharge Apron Length, La Rip Rap Dgo Diameter Min inches ft3/s ft inches 5 10 4 12 10 13 6 DRAWN BY: 10 10 6 20 16 8 18 �? 30 23 12 40 26 16 30 16 8 40 26 8 24 50 26 12 6o 30 16 For larger or higher flows consult a Registered Civil Engineer Source: USDA -SCS January 2011 California Stormwater BMP Handbook Construction www.casga.org 5of5 WILT'' y' CD U DATE: �v 06/16/2003 COUNTY OF KERN DESIGNED BY: 9 = SATE OF CALIFORNIA KH _ y� DEVELOPMENT DRAWN BY: BH c CHECKED BY: GF STANDARD J"x J" wood stakes max 4 ft spacing ENTRENCHMENT DETAIL N.T.S. y Fiber rolls t< V \ y o+ Vertical spacing measured along the face of the slope varies between 10 ft and 20 ft -V Instcli a fiber roll near slope where it transitions into a steeper slope TYPICAL FIBER ROLL INSTALLATION N Notes. .T.S. 1. Place along the toe, top, face, and at grade .breaks of exposed and 3rodib/e Slopes. 2. Place on the down-slope of exposed soil areas. J. Place around temporary stockpiles. 4. Place along the perimeter of a 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 a 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 than 15 feet apart. 9. Slopes 1.2 or greater require fiber rolls to be placed no more than 10 feet apart. 70. Fiber rolls shall be placed in a 2 to 4 inch deep trench. 11. Wonder commercial grade stakes, j " X j" shall be used to secure the fiber roll to the ground surface. Stakes shall be a mini .mum length of 24 inches and driven a minimum of 12 inches. 12. A sing1'e-stoke installation requires the stokes to be placed no more .'hon 2 feet apart. 13 if more than one fiber roll is placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot. (:?) { Revisions DATE: NPDES BMP PATE NO. Date Desc C.3/tg/20i2 -LINTY OF KERN [5/23 UPDATE DESKNED BY: tCE OF CALIFORNIA HH SEDIMENT AND EROSION �" B M P IH DRAWN BY:VEI-CPMENT CONTROL CHECKED BY: STANDARD it (;F NPDES BMF' SEDIMENT AND EROSION CO�JROL RECORDS NO. PLATE NO. BMP 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. PRINTED: 8/13/2018 o E 6 o a� CD U �v C . C � 9 = c _ y� s. Cr a Cc c ca CL �? c]� �O CO r,) � � c n U c1 -a a� U) ( Q C] c �] m 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. PRINTED: 8/13/2018 WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A MINIMUM 48 INCHES IN WIDTH. SURFACES SHALL BE AS SLIP -RESISTANT FOLLOWS: SURFACE WITH A SLOPE OF LESS THAN 6 PRECENT GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. PROVIDE 6" RADIUS @ GUARDRAIL ENDS SURFACE WITH A SLOPE OF 5 PERCENT GRADIENT OR GREATER SHALL BE SLIP -RESISTANT. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT R=6"- �� 60 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 �P+ DETERMINES THAT COMPLIANCE WITH THE 48 INCH, CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE SYMBOL CONTRAST REDUCED TO 36 INCHES.�ti 1-1/4" - 1-1/2" GRATINGS: WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF 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 ~' / �1- C ROSS-SECTIONAL PROPORTIONS ANY WALK EXCEEDS 1 VERTICAL TO 2 HORIZONTAL (5 PERCENT GRADIENT) IT SHALL COMPLY WITH THE REQUIREMNENTS OF PEDESTRIAN RAMPS. ABRUPT ��� / .;;= ' ~ AL DIMEN510N 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� 1.) THE INTERNATIONAL SYMBOL OF ACCESSIBLITY SHALL BE } �.,.' / _ t', SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 �P / �a "'_"''4' CAL THE STANDARD USED TO IDENTIFY FACILITES THAT ARE ACCESSIBLE RIN SMOOTH INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. (SEE DETAIL 7/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 z� / / �;};; 'f o THE WALK, AND NOT LESS THAN THE REQUIREMENTS FOR PUSH SIDE APPROACH (SEE DETAIL 6/HC-1) WALKS WITH CONTINUOUS GRADIENTS: ALL WALKS 2. COLOR OF SYMBOL: SYMBOL SHALL CONSIST OF OF WHITE .Y„:,•;, �. WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. IF CARPET OR POR -ROK 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, PAD, OR BACKING, OR NO SHALL BE EQUAL TO COLOR # 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 THICKNESS2-#4 BARS CONT. SHALL BE 1 / �; EXCEPTION: /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 \'t ,:- PROVIDE ADEQUATE DIRECTION TO PERSONS WITH DISABILITIES STREET OR DRIVEWAY, EXCEEDING 4 INCHES INA TO ROUTE OF TRAVEL�FpG�s �2 0 6 _ 'pF qs ���'' o SEE CIVIL VERTICAL DIMENSION, SUCH AS AT PLANTERS OR • " " " �iyFo �Fo �o ��ti 3.) FINISH AND CONTRAST. THE CHARACTERS AND BACKGROUNDS OF SIGNS FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, CARPET 1 2" MAX • 12" '� �P� ,: PIPE SLEEVE YP. 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 IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO DIST. BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK •f=�> WARN THE BLIND OF A POTENTIAL DROP OFF. WHEN A A BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 3 PREDOMINANT DIRECTION \ / � ••-3� EE DETAIL 5 HC -1 FOR SIZE D1190 INCHES PLUS OR MINUS ONE INCH ABOVE THE SURFACE OF TRAVEL / /��ti ;j"A° GUARDRAIL DETAIL (± 85'-0°) / �Q�: c`' D132 OF THE WALK OR SIDEWALK THE WALK IS 5 PERCENT " " ` ` " " ` ;; 1 INTERNATIONAL SYMBOL ®F ACCESSIBLITY OF LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. SECTION 'A' - - • +- . - • • . • • • • • RAMP NOTES:/ �'=yam, �� �='��' GUARDRAIL D ETA! L 3/4" 4 GROUND AND FLOOR SURFACE 1.) MAXIMUM ALLOWABLE SLOPE OF A RAMP IS 1:12 2.) LANDINGS ARE REQUIRED AT TOP AND BOTTOM " ENTRANCE TO OFF STREET PARKING .,a. OF EVERY RAMP ACCESSIBLE PARKING SPACES SHALL 8E AT LEAST 10$ INCHES WIDE, (THE DEPTH SHALL BE AS DETERMINED BY THE LOCAL ENFORCING AGENCY AND SHALL 3 } PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES 4" CONC RAMP NOT BE LESS THAN 18'-0"} 2. PARKING ACCESS AISLE SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. 3. WHERE TO BUILDINGS WITH OCCUPANCY LOAD OF 300 OR OVER 2" SAND BED MULTIPLE SPACES ARE REQUIRED TWO (2) SPACES MAY BE PROVIDED WITHIN A 26'-0" WIDE AREA. (23'-0" WHERE ACCESS ASILE IS 5'-0") 4. PARKED/ VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 5. BUMPERS ARE REQUIRED WHEN NO OTHER CURB OR BARRIER IS MORE WILL REQUIRE 6 CLEAR WIDTH / W f FIBERMESH PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 6. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES 4.} RAMPS WITH OCCUPANCY LOAD LESS THAN , MAY BE 36" WIDE. (HOTELS, APARTMENT HOUSES, 48" MAX. 48" Max. j .) POST A PERMANENT SIGN 17" x 22", N NOT EXCEEDING 1: 50 (2.00%) IN ALL DIRECTIONS. 7. ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE SYMBOL OF CONVENTS, MONASTERIES, DWELLINGS) 60. IN A CONSPICUOUS PLACE, AT EACH ACCESSIBILITY. (SEE DETAIL 3/HC-1) S. SPACES REQUIRED TO BE VAN ACCESSIBLE SHALL HAVE AN ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED DIRECTLY �� g ENTRANCE TO OFF STREET PARKING BELOW THE SYMBOL OF ACCESSIBILITY. 9. HANDICAPPED SPACE MUST PERMIT USE OF EITHER CAR DOORS. 10. WHEELCHAIR USERS MUST NOT BE FORCED TO 5.) INTERMEDIATE LANDINGS ARE REQUIRED TO 1-1/4" - 1-1/2" FACILITIES, OR IMMEDIATELY ADJACENT �- PASS BEHIND PARKED CARS OTHER THAN THEIR OWN. 11. WHEN ONLY ONE STALL IS PROVIDED THE ACCESSIBLE ROUTE SHALL BE PLACED ON THE PASSENGE CROSS-SECTIONAL BE 60" LONG IN DIRECTION OF TRAVEL `�ao9 '�- TO AND VISIBLE FROM EACH STALL. SIDE. 12. CURB RAMPS SHALL BE PROVIDED WHENEVER AN ACCESSIBLE ROUTE CROSSES A CURB. (MAXIMUM SLOPE OF 1:12) (SIDE SLOPE OF RAMP 1:10) 6.) HANDRAILS ARE REQUIRED ON EACH SIDE OF ��. ti NOMINAL DIMENSION LETTERING SHALL NOT BE LESS THAN 13. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: RAMP, CONTINUOUS FOR FULL LENGTH OF RAMP. s'�9l PIPE HANDRAIL & 1 INCH IN HEIGHT, WHICH CLEARLY AND 17 14. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING (SLOPES EXCEEDING 1:20) UNLESS THE RAMP GUARD RAIL �q-f POST (TYP.) t2" COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT: OR BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE IS AT AN EXTERIOR DOOR LANDING AND DOES MI CONSPICUOUSLY STATES THE FOLLOWING. NOT EXCEED 6' IN LENGTH OR 6" IN HEIGHT. AND CURB I _ BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN 2'-10" TO 3'-2" ��oo � DIST. "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED THE SPACE AND SHALL BE 36 INCHES HIGH BY 36 INCHES WIDE. 7.) RAMPS WITH SLOPES OF 1:16 OR GREATER ARE o ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING 48" 1 HOWL O % REQUIRE TO BE SLIP RESISTANT FINISH z HANDRAIL AT PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR HANDICAP PARKING i N A N �T HANDI AP PARKING i PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT SIGN O (.,a J �D 2X IN ANY DIRECTION o L,8 3 X� �� �> 6 RAMPS 4" CONC WA -K OWNER'S EXPENSE. TOWED VEHICLES MAY BE � c � � 24" BUMPER 24" BUMPER W 1 6 MIN HIGH WARNING CURB W/EXP. JOINT RECLAIMED AT T LOCATIoN T LOCATION 4' OR MORE DROP * OR oma. CURB OR 00K,' QM _ REQUIRES RAISED CURB OR BY TELEPHONING * s ° c z MAXIMUM SLOPE 2X AV�L'SURFACl 'AQJOIN v HI uLART * �A VAN (ALL DIRECTIONS) VAN CAR TRAFFIC WAY SEE DETAIL 1 C-2 �-, -' ADJACENT HAZARD p� �}{E RAMPS N E 1 EXTERIOR HAZARDS: A.C. PAVING SEE DETAIL 12/HC-1 CT1OF TRUNCATED MOMS IF Fi AT A SURFACE ADJOINS ICULA 96" O VAN SPACE 12"0 X 18 D P C COLOR / FINISH AND CONTRAST: SHALL COMPLY TRAFFIC WAY SEE DETAIL 1 C-2 1. WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND ADJACENT STREET OR DRIVEWAYS, EXCEEDING 4 INCHES IN CONC FT'G (TYP.) WHERE OCCUR.; WITH THE INTERNATIONAL SYMBOL ACCESSIBLITYNO 36- (TYP.) ��' SYMBOL (TYP) A VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDSTRIAN WAYS, SHALL BE (SEE DETAIL 1/HC-1) ® ARKN TYPICAL SYMBOLpp 6° IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP RAMP 1:12 MAX. SLOPE 108" MIN. 108" MIN. SURFACE AT �s s, 10� , OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 2 INCHES MINIMUM AND 4 HEAVY BROOM FINISH so- ��TAIL P2�/Hc-1 �� O °�� °�� INCH 303.MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PRECENT OR LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. * BLANK SPACES ARE TO BE FILLED IN WITH THE APPROPRIATE INFOMATION AS A PERMENENT PART OF THE SIGN 96' O VAN SPACE 'NO PARKING' 12' HIGH WHITE LETTERS SINGLE / MULTIPLE PARKING SHA B PApIgN Ig T�Hy�gAL AISLES. D1189 FOR SINGLE ACCESSIBLE PARKING SPACE TitA ENFOR E OFfIi�A FOR DIAGONAL PARKING C'nCE + 1 7 D1560 2 TRAFFIC ENTRY WARNING SIGN 1/2 If RAMP SHA BE LOCATED ON PASSENGER SIDE RAMP SHALL E LOCATED ON PASSENGER SIDE 7 RAMPS 1 RAMP 8 ACCESSIBLE PARKING STALL/SPACE REQUIREMENTS M DETAIL 3/811 SPAN ACCESSIBLE- SIGN TO BE POSTED AT ALL T = TREAD WIDTH Vail SPACES REQUIRED TO BE VAN ACCESSIBLE, DIRECTLY BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY TABLE 11B-404.2.4.1 * = EXTERIOR STAIRS ALL TREADS 3 4" 1/4" ANDLETTER SIZE: LETTERS AND ON SIGNS SHALL HAVE A ARE TO HAVE WARNING STRIPES. A TO -HEIGHT RATIO H BETWEEN 3:5 AND 1:1 24" MANEUVERING CLEARANCES AT MANUAL 12" MIN. RAMP 'ice AND A STROKE WITDH-TO-HEIGHT RATIO BETWEEN i:5 �- rVan AND 1:10 CHARACTER HEIGHT: CHARACTERS AND EST• NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO 18 SWINGING DOOR AND 12" I F� DIST. PLUS T THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE PULL -SIDE INT Z READ. THE MINIMUM HEIGHT IS MEASURED USING THE UPPER CASE 'X'. LOWER CASE CHARACTERS ARE-- - X PUSH -SIDE PERMITTED. THE MINIMUM CHARACTER HEIGHT SHALL I' - - -T -I BE 3 INCHES. OF STALL 'MINIMUM FINE $250' LOCATED AT A MINIMUM HEIGHT OF 80" TO BOTTOM OF SIGN AND IN FRONT OF EACH 1 1 Z I I I WALL MOUNTED SIGN SPACE/ STALL o 1 I I ! I II 00 ! I II I I EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITES SHALL BE IDENTIFIED BY A REFLECTOMZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHELLCHAIR WITH OCCUPANT IN TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DOOR/GATE DIRECTION SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY FROM FRONT PULL 60" 18"s FROM FRONT PUSH 48" 0" + FROM HINGE SIDE PULL 60" 36" ' FROM HINGE SIDE PUSH 44"Z 22"' FROM LATCH SIDE PULL 60" 24" FROM LATCH SIDE PUSH 44"` 124" TREAD WIDTH MIN.DILESTL -- t OPEN RISERS ARE NOT ° PERMITTED (11 -504.3) ; 1" MAX. 00 co � 2" MIN. TO p 4" MAX. U~ M GROOVED BORDER 311 WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL BE Van NOTE. X = 12 IF DOOR HAS BOTH " e = NO SMALLER THAN 70 SQUARE INCHES IN AREA AND, A CLOSER AND LATCH 1. ADD 12 IF CLOSER AND LATCH ARE PROVIDED It 00 WHEN IN PATH OF TRAVEL, SHALL BE POSTED ATA �, 2. ADD 4" IF CLOSER AND LATCH ARE PROVIDED. "' MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE 3. BEYOND HINGE SIDE \ �o SIGN TO THE PARKING SPACE FINISH GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END a' 4. ADD 4" IF CLOSER IS PROVIDED WARNING STRI ING & 1-1/4" x OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 MAX. FRONT APPROACHES - SWINGING DOORS MAX INCHES FROM THE PARKING SPACE FINISH GRADE, GROUND 5. ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS HANDRAIL EXTE SIGNS OSE OR SIDEWALK. 36" 4'-0" 2.) ONE IN EVERY SIX ACCESSIBLE NOT LESS THAN ONE, SHALL BE PT SERVED BY AN co THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHALL ACCESS ASILE 96 INCHES WIDE MINIMUM AND BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAS T = TREAD WIDTH SHALL BE DESIGNATED "VAN ACCESSIBLE" ALL PULL -SIDE " " SUCH SPACES MAY BE GROUPED ON ONE 2 WIDE AND NOT MORE THAN 4 WIDE PLACED PARALLEL TO AND LEVEL OF A PARKING STRUCTURE. - - - - - - - ----, " PUSH -SIDE 4'-0" NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. * = EXTERIOR STAIRS ALL TREADS ARE TO 3.) COLOR /FINISH AND CONTRAST: SHALL COMPLY I 1.9 54 THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST HAVE WARNING STRIPES. WITH THE INTERNATIONAL SYMBOL ACCESSIBLITY r - - - - - - - l (SEE DETAIL 1/HC-1) PATH OF TRAVEL SIGN j I I AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. WARNING STRIPING & D1191 I o i� i I (PAINTED STRIPS ARE ACCEPTABLE) D1428 HANDRAIL EXTENSIONS D1429 3 ACCESSIBLE PARKING STALL SIGN } 0.1 E4"' 8 STAIRS (BOTTOM OF RUN) 3/411 9 STAIRS (TOP OF RUN) 3/4" I NOTE: Y = 48" IF DOOR HAS BOTH A CLOSER AND LATCH TWO HINGED DOOR IN SERIES HINGE SIDE APPROACHES - SWINGING DOORS TWO HINGED DOOR IN SERIES PULL -SIDE 24" �- -- 4" MIN PUSH -SIDE t i I 32" I I I �--- -----1 MIN. 1� I i I I z CID r CLEAR DOORWAY WIDTH X x Q NOTE: Y = 48" IF DOOR HAS BOTH C14 A CLOSER AND LATCH 32" LATCH SIDE APPROACHES - SWINGING DOORS MAXIMUM DOORWAY DEPTH NOTE: ALL DOOR IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES CLEAR DOORWAY DEPTH D1234 C MANEUVERING CLEARANCES AT DOORS a•�a� o E D c Q w N C `a• M c c a; _ c. C. L o _ l _LZ a' a _ o r; M Q a a cn ,m .T o m THESE PLANS ARE NOT FOR CONSTRUCTICN 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 CHHC'D BY DATE 4/6/2017 JOB NO, FILE NO. ,moo;� ;i\:. o ri ` EX 31/18 HG -1 IF SHEET PRINTED: 8/18/2018 PRINTED: 8/13/201E 0 o ti aa, coo N Lu c� U ^`D� T 2% MLX 2% MAX � r SIDEWALK � �� I x I SIDEWALK <N x �A cT aCL I o z j SEE NOTES I o z I SEE NOTES SIDEWALK SIDEWALK ©;NN1 I N 10&11 4'-0% 4'-0" QN Q 5'-0" -RETAINING CURB IF SEE MIN MIN Z SEE MINEDGE NECESSARY AT OF SIDEWALK SEE N � � NOTE a c NOTE 7 °°°°a �FRONT EDGE OF SIDEWALK OO0 O DOO o o 0 0 00a0Goaaaoa0 ooaoaaoo0 ooao o G 0o0 0 00 ' 00oca Qoo' FRONT EDGE - O or FRONT EDGE ooo0 6»�°0°0O °o °> 0 0 0Oaa 0 oSEE oo OF a°sOC coca < o n aaooao SIDEWALK ooaoa onoaooa o 8.33% MAX o0 00008.33% °°° ,,,-SEE MAX NOTE 7 aGaaa� aao oa Gooao oa°o°op Oo OF SIDEWALK n c , ° °°ao aaa° TYP. TYP000 NOTE 7 OO P , oo a o0 °° o °°°O ° w 00 -RETAINING I- W 00oxo° °off N Coa (cro x 00o0Qc000cao 00 o aa aoo x Q ooo o °o °°O°o Z� ° z x o00a 0:2 cooa-O CURB (BOTH uQao j�- MAX 0% MAX 00 c a-oao° ° a° ° o°° ao o°aoa°G°aG0o°o an °aoa 0% MAX a°a� 10% MAX Q aaa Q Q a0o00o0c�0 0c0o°o a10% 0.45-0.47 ° SIDES OF a o 10% MAXt2.3--2.4" -6a0a0a0a0� co a CURB ao° oG_G� °°° ° AT CURB AT CURB a- . a ''AT a�°�°, o°°o° FRONT ED oa` RAMP)N GE AT TOP n°� G�aa N aa °00 G°cc: °- ATCURB Ga o 0o°° OF SIDEWALK 0.9-0.92 - �, 4'-0 ATBASE Qoo 3M MIN FRONT EDGE OF SIDEWALK SEE NOTES 10 & 11 MIN SEE NOTES RETAINING SEE NOTES 10 & 11 CURB 10 & 11 RAMP MUST HAVE CASE A CASE C CASED CASE F CASE G DETEECTABLE WARNING SURFACE TAPERED 5 0%NAND 6A6�%SLOPES ARE BETWEEN EXDPOSED ERE NO. DATE TRUNCATED DOMES I CBC 11 NOTES 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 i 3/4 11 1/4" THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. RAMP CASE A �� ECR N Q THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE t CONDITIONS DICTATE. , a RgMA N C 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE 4 W RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE4 DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SIDEWALK ,pa > 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4 ` V1 GROOVED BORDER LPN�`NG y �A ITE CONDITIONSTHE CURB AND THE FLARED SIDE OF Y SHALL BETATE, REVERSED PDE THE CASE G RAMP CONSTRUCTEDAINING POSITION OSITION. 10. CURB RAMP SHALL HAVE A DETECTABLE WARNING SURFACE THAT Q EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMF. DETECTABLE o 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". WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. off FLPR� BCR � U SLOPEFROM AMAXIMUM o CUR TO CONFORMLONGITUDINAL SIDEWALK SLOPE CENT WITH LONGMLADJAO TOP 0 THE RAMP 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE � v EXCEPT IN CASE C AND CASE F. STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. �0 12. SIDEWALK AND RAMP THICKNESS "T" SHALL BE 3 1/2" MINIMUM. DETAIL A .2'-0" 7. THE CURB RAMP SHALL BORDER WITH BE3/4'ON OUTLINED, AS EE WITH A 2DE FLPRE STRAIGHT 1/4" ROOVES APPROXIMATELY CENTER. S GROOVNG, ADL 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY 2 RAMP CORNER INSTAL. CURB 8. TRANSITIONS FROM RAMPS TO WALK, GUTTERS OR STREETS SHALL BE FLUSH AND FACILITIESTYP. RELOCATED ORI ADJUSTEEDTHEUNDARIES TO GRADED BY THE OWNER PRIORTHE CURB RAMPL TO,EOR IN SEE NOTE 1 CROSSWALK IF PROVIDED FREE OF ABRUPT CHANGES. CONJUNCTION WITH, CURB RAMP CONSTRUCTION. DETAIL B 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB CROSSWALK IF PROVIDED TYR 1 RAMP CORNER INSTAL. ADJACENT TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL APRON WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE NOT EXCEED 5 PERCENT WITHIN 4'-0" OF THE TOP OR BOTTOM OF THE CURB RAMP. SHOWN ON PROJECT PLANS. SEE NOTES 1 & 3 1 ACCESSIBLE H.C. RAMPS PER CALTRANS RSP A88A NTS 5 4 9 9 9 1 3 4 C�2 12 15 v 2 8 8 3 THESE PLANS ARE NOT 2 FOR CONSTRUCTION AN`_, - ARE TO BE CONSIDERED 1 PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH 10 10 1 10 THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "WET STAM=' & SIGNATURE" FROM THE LOCAL GOVERN'NG AGENCY ARE PRESENT. KEY NOTES O DWG.BY CHK'D BY 1. LANDING @ LOWER LEVEL (MIN. 6'-0" L.) 9. WHEELCHAIR TURNING CIRCLE (MIN. 60" DIA.) DATE 4/8/2017 2. MIN 48" WIDE RAMP ® MAX. 1:12 (8.33%) SLOPE 10. TRASH ENCLOSURE GATES JOB No. 3. LANDING 0 UPPER LEVEL (MIN. 5'-0" L.) 11. MIN, 42" STRIKE -EDGE CLEARANCE FILE NO. 4. GATE WIDTH + 42" MIN. 12. LEVEL LANDING 13. MN. 5-0" 0�.� a 5. GATE (MIN. 3'-0" WIDTH) ' r 6. MIN. 2 -0 STRIKE -EDGE CLEARANCE 14. MIN. 5'-0" `rn ' r 7. TRASH ENCLOSURE WALLS 15. MIN. 42" CLEAR\ f .'12/31/18 j / �; 8. TRASH BINS 16. MIN. 48" CLEAR SHEET W10 HC -2 ACCESSIBLE TRASH ENCLOSURES NTS OF SHEET PRINTED: 8/13/201E