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HomeMy WebLinkAbout5.7-10606 Lot 44DocuSign Envelope- 1 - 0 LOCATIONSUTILITY HEREON ■ ! APPROXIMATE SHALLONLY. IT CONTRACTOR'S , t! RESPONSIBILITY LOCATIONTO DETERMINE THE EXACT HORIZONTAL AND VERTICAL UTILITIES PRIOR ! REPRESENTATION! ENGINEERTO COMMENCING UCTION. NO MADE THAT ALL EXISTING UTILITIES ARE SHOWN . THE ASSUMES RESPONSIBILITY ! HEREON NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I1 OIL/Gt FURTHERMORE, / PREVIOUSLY UNCOVEREDS WELL IS DISCOVERED ON THE PROJECT, , !THE DEVELOPER IS RESPONSIBLE DEP ARTMENT CONSE! ■ DIVISION ■ AND GEOTHERMAL RESOURCES (DOGGR). THE DEVELOPER IS RESPONSIBLE ! tNY REMEDIAL ■ OPERATIONS rk ! t REQUIRED PROVISIONSBY DOGGR. THE DEVELOPER SHALL ALSO BE SUBJECT TO OF BMC SECTION 15.66080 i IM ■ i■►!Lej I JL I Na"k*71,2i!if .. !! big on Na i ■ ■ ! TIN TOOL EDGE CONCRETE AC PAVING °®r a q. a •+. ° °•. ®®® ° •• •:i°° d. ® ` °•°P °'' ,y• 3 ` i• •°fir° ! •Y �,�_mci 7__V> AGG BASE NOTE: „ ,} JOINTSCLASS GOING. (5 SACK) EXPANSION • ' WEAKENED PLANE JTS. EA. ' CURB EXPANSION JOINT AT I ' BELOVJ 0.5 TOP OF CURB AC PAVING -1NISH GRADE -� I I ;III -III -III A ,j AGG. BASE '� DO�a� o 0 SUBGRADE COMPACTED TO 95% NOTE: CLASS B CONCRETE (5 SACK) PROVIDE WEAKENED PLANE CONTROLL JOINTS 10'-0" o:c. & 0 START /FINISH OF ALL RADIUS /WALKS / DIRECTION CHANGES. rrFLUSH CURB MMM~ FINISHSMOOTH TROWL CONCRETE CONCRETE PARKING AREA Q4 EDGE • a ® f A j a = 4 Q ^ ®h I III 1 I I III . H CLASSL-SUBGRADE COMPACTED TO 95% PROVIDE WEAKENED PLANE CONTROLL JOINT@f ff FINISHI DIRECTION 811MAX RETWALL @ CURB NTS 0 a kkto I11 NI # _ F+ { �1 4'. 5 fF ri "ri'1 kj x i. x I ! ► ," ■tMIU1«IOT TOG -TOP TOD -TOP OF GRATE OF DRAIN DISTURBED. AREA: BENCHMARK TOP —TOP OF PAVEMENT EOP —EDGE OF PAVEMENT 0.29 ACRES. MONUMENT W LAMPHOLE AT THE INTERSECTION BOS —BOTTOM OF SUMP of NATHANIEL WAY AND PAMPAS LN. TOS -TOP OF SUMP -SEE VICINITY MAP FOR LOCATION. MTCH -MATCH EX. GRADE ELEVATION= 338.44 B�W BACK OF S SPR NO,: � S�O41 O FINAL GRADEIDEWALK EG -EXISTING DA -DRIVE GRADE APPROACH CONNECT TO SEWER: SWL - SWALE s !_R — (.R AfIF RRFAI( A■ ■��� ■��A �i_ - I� ooMnnr ccorrrn cveTrkJ-- INVERT TITLE I FINISHEDSURFACE 1♦ EXISTING SITE • L PROPERTY IGRADING PLAN • SECTIONS - - - - ITS INTENDED USE • BMP NOTES DCONIC. AND COPPER TAG IN L.H. s ► f4-- ST ALL SITE WORK AND GROUND DISTURBANCEI I . CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANY OFF-SITEC ONSTRUCTION RELATED USE OF LAND. NATF EXISTING STREET ui VICINITY MAP 1 -ems f f arm NTS MID -SEC. 22 CONC. MON AND COPPER TAG IN L.H. STATI 0 1 KEY MAP SITE t � MID -SEC. 22 CONC. MONT. AND COPPER TAG IN L.H. , STATION GRADING NOTES FOR CITY OF BAKERSFIELD GRADING NOTES U. N. 0. . 4. FILL AND THE UPPER SIX INCHES OF THE SUBGRADE SHALL BE 11• THE MATERIALS UNIFORMLY INCLUDED L BE IN ACCORDANCE 1, ALL GRADING SHALL CONFORM WITH APPENDIXCALIFORNIAII 1 AREAS TO RECEIVE COMPACTED SITE FILL OR� TO' I LABORATORY USED. WITH THE STANDARD SPECIFICATIONS PERTAININGI , INC. DATED FOUNDATIONS,L SHALL.RE I CALIFORNIA,VERSION. L' I I STRIPPING 1 1 COMPACTION ® T T T ' SHOULD BE REVIEWED BY THE PROJECT GEOTECHNICAL METHOD. CRUSHED GRAVEL MATERIALAGGREGATE, 1) VERTICAL. ENGINEER. ALL EXISTINGI L SHALL BE EXCAVATED LEAST 95 PERCENT OF THE MAXIMUMI I " ff HORIZONTALLY3. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET USED. THE MAXIMUM DRY DENSITY FOR SPECS OR AS APPROVED BY THE ENGINEER.T SLOPES.EXISTING AND/OR PLANNED RECOMMENDS T .: I IMATERIAL DETERMINED ESTIMATE • ALL L I Y , LOOSE, I CALIFORNIALI I 1 IPLACING. _ STRUCTURE FILL AND THE AREA SCARIFIED INCHES. SOILS SHALL THEN BE EXCAVATED TO THE DEPTHS INDICATED I IMMEDIATELY •SLOPING T :1 ISPECIFICATIONS, I I. • POSITIVE I FILL. REPORT,SUPPORT OR GEOTECHNICAL ENGINEER. THE EXCAVATIONIMPROVEMENTS IS VERY IMPORTANT. NO WATER SHALL BE I I SIX `EXISTINGFILL . OBSERVATIONS L I . • OPTIMUMTHICKNESS AND COMPACTED AT LATERALLY BEYOND I1 FOUNDATIONS, - I I I I I I OFFICIAL I FORTY-EIGHT 7. I DISTANCEI I I ICATIONS THE REQUIRED ADEQUATE GRADIENTS (MINIMUM o TO FIVE AND ONE PERCENT ELSEWHERE) TO ENSURE PLANS,OR OR BY THE PROJECT GEOTECHNICAL ENGINEER. OBTAINED. WHERE COMPACTIONIFOUNDATIONS ANY FILL MATERIAL. EXCAVATED AREAS SHALL BE OBSERVED BY THE PROJECT LESS THAN THAT I REQUIRED,THE THE UNOBSTRUCTED TRANSPORT OF WATER AWAY FROM 8. ALL F1L I I I I I L I IMPROVEMENTS SECTIONDETERMINED BY APPROVED METHOD PER AND.CERTIFIED PLACING MOISTURE BY TESTS AND REPORTS FROM THE SOILS ENGINEER. ACHIEVED.IS 1 • LOCAL BORROW MAY BE OBTAINEDIMAXIMUM DEPTH r I 1) FOOT MINIMUM DEPTH 2. THE EXPOSED APPROVED NATURAL GROUND SURFACE SHALL OF EXCAVATION FINAL EXCAVATION SLOPES ARE REQUIRED AT TOP OF T SLOPES WHEN EXISTINGI • I I T I CONDITION 1 I I I I I ♦ ,I I .GEOTECHNICALI MINIMUMT I I I I ENGINEER, CREATED,BY CUTTING OR FILLING, SHALL I I PROVISIONS TOP OF ♦ 1 I L ♦ I I I I I • NATIONAL POLLUTANTI ELIMINATIONf "NOTICE FILL I L REVISED, I .MINIMUM, OFFICIAL. SLOPING GROUND (STEEPER THAN 5: 1), KEYING AND BENCHING, KEYWAY BACKCUTS SHOULD BE CONSTRUCTED NO STEEPER THAN GENERAL PERMIT.TO DISCHARGE WITHI ACTIVITY CONSTRUCTION13. L FOR COLLECTIONf INTO FIRML 1: I • I • 1 -- 1- 1 HOWEVER OTHER MEANS OF ON-SITELALLOWED IF APPROVED BY.THE COMPACTED FILLIS BROUGHTTO FINAL GRADE. MUST BE FILEDITH STATE WATER RESOURCES CONCTROL BOARD I BUILDING I SACRAMENTO BEFORE THE BEGINNINGCONSTRUCTION • GRADING WORK WILLI I : FILL, I I THE PROJECT I L I • I I IREQUIRES CALIFORNIAJ OF THE I GEOTECHNICALENGINEER, LL BE PLACED IN COMPACTED EXPOSED SURFACE DURINGTI . THE FACES OF ALLILL SLOPES SHALL BE PLANTED WITH A GROUND COVER LAYERS WITH APPROPRIATEI I ♦ALLEVALUATE SITE EXCAVATION STABILITYI I , AND ALWAYS BE f I AREA.INDIGENOUS TO THE SHALL& IMPORTED FILL ICONDITIONS ARE AS ANTICIPATED. I INSPECTION I L ; . THE DESIGNI L EXERCISE SUFFICIENTI ENGINEER PRIOR TO USE IN FILL ROCKS CONSTRUCTIONTECHNICAL • AND CONSTRUCTION TO INSURE COMPLIANCE I I L I I I I CONFIRMATION I . R. HIS PURVIEW. THE MOISTURE CONTENT OF THE FILL SOILS SHALL BE BROUGHT FURTHER MODIFICATIONS, THE EXCAVATEDIALS MAY BE. 16. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK 17. CUT= 4V__ YD FILL= 9-&-- YD IMPORT= Q--- YDS� (YARDAGE FOR PERMIT TO OPTIMUM MOISTURE AS DIRECTED BY THE GEOTECHNICAL REPLACED ON THE SUBGRADE IN ACCORDANCE, WITH OR STRUCTURE SHALL BE 4:1,g PURPOSES • I • SIDEWALK I L NATIVELY, c 1• CONSTRUCTION, I I INSPECTION 'YTI I I I I :, I GIVENSECTION SHALL BE • THE SECTION MAY BE,NOTIFIED10. ALL UTILITYI LC.O.B.• OTHER METHOD TO PREVENT EROSIONI L .. 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF,REQUIRED TESTS SHALL BE DETERMINED CITY ENGINEER. ® IDAYS-PRIOR CONSTRUCTION. ♦ ANY PUBLICIIIES IN THE STREET RIGHT—OF— REPAIR'ARE SUBSTANDARD OR DAMAGED. WILL REQUIRE RECONSTRUCTION OR INED BYTHE 0 CITY ENGINEER. - - 11CITY RECORDS NO. THESE PLANS ARE FOR CONSTRUCTION AND ARE TO BE SIGNATURE"PRELIMINARY UNLESS A "WET STAMP & BOTH ENGINEERTHE OF RECORD AND A WITH ■ APPROVAL STAMP SIGNATURE" LOCAL AGENCY ARE PRESENT. • J r # SHEET TS OF SHEET DocuSign Envelope i - - si,. . EXISTING SITE PLAN SCALE: V 10' I Elm m 1 ■OMM■ EMMEN *+ MOM■■■■■ ■■■■■■■■ i ■■■■5mu■m ; MMMMMmQlR MMm a► ■o■im="immnmMOMIUME- ■�::��iniii�ni��� ■■■■■ ■■■ E % t A i �O co Lu .rt mj sMwr UL uJ ui i� cj) U. LO um i� THESE PLANS ARE O FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP *' SIGNATURE" II► BOTH BO,',. THE ENGINEER OF RECORD AND ► APPROVAL STAMP WITH A "WET STAMP & FROM LOCAL AnFlIrY AVF ■ i ! 46079 EXP. 12/31/20 SHEET SHEET A�l OF DocuSign Envelope ID: 9C76371 D-355C-4636-BADC-7EFOE96659CE BUILDING SUMMARY OFFICE WAREHOUSE BUILDING 3675 SQ. FT. BUILDING COVERAGE 3675 SQ. FT./ 12,800 SQ. FT. = 28% METHOD OF SEWAGE DISPOSAL =CONNECT TO SANITARY SEWER 0.93 WATER SUPPLY =C.O.B. DRAINAGE TO STREET 0 0 I I I I I I I I �I 0 M. I I I I I I li PARKING TABULATION BUILDING AREA S.F. STALL REQUIREMENT STALLS OFFICE 1162 1 / 300 S.F. 4 AREHOUS 2583 1 / 1000 S.F. 3 REQUIRED PARKING STALLS 7 REGULAR PARKING STALLS PROVIDED 7 HANDICAPPED STALLS PROVIDED 1 STREET PARKING PROVIDED 2 SHORT TERM BICYCLE PARKING PROVIDED **3 TOTAL PARKING STALLS PROVIDED 8 LONG TERM BICYCLE PARKING NOT REQUIRED IF LESS THAN 10 TENANT OCCUPANTS LEGEND: **BICYCLE PARKING DOES NOT COUNT TOWARD TOTAL PARKING STALLS PROVIDED PROPERTY LINE — CENTER LINE EASEMENT LINE FLOW LINE WATER LINE W --- W SEWER LINE S S STORM DRAIN SD SI — ®= PARKING STALL # PL = PROPERTY LINE FL = FLOW LINE TP = TOP OF PAVEMENT TC = TOP OF CURB TOC = TOP OF CONCRETE TYP = TYPICAL ACCESSIBLE PATH OF TRAVEL (4' MINIMUM WIDTH, <5% SLOPE IN DIRECTION OF TRAVEL, <2% CROSS SLOPE) ONEW INTERNATIONAL SYMBOL OF ACCESSIBILITY AS PER SHEET HC-1, DETAIL 1 ONEW ENTRANCE TO OFF—STREET PARKING SIGN AS PER. SHEET HC-1, DETAIL 2 . O3 NEW SIGN "RESERVED FOR H.C. VAN ACCESSIBLE AS PER SHEET HC-1, DETAIL 3 OACCESSIBLE STALL SIZE/MARKING AS PER SHEET HC-1, DETAIL 6 ONEW TRUNCATED DOMES/MARKING AS PER SHEET HC-2, DETAIL 1 NEW 4" CONCRETE SLAB W/ #4 ® 18" E.A. WAY BICYCLE PARKING 6" CONCRETE OVER 12" NATIVE COMPACTED TO 90% R.C. TRANSFORMER LOCATION _ — EXISTING PUE ------------PEDESTRIAN WALKWAY EASEMENT— G�A�T ._ .� ..._.._.. � ._.. � .� ICI SDI G * R W S • 80.16' R to Q-- d 4, 4 <1 , ° / $ 4 4 Q ' '.-- — 135.220 1 •4 r / ...... • ..i. Q / ' N00'59'09"E 40MOVAIM 10000MMM 4, qwwwwAft-•.o I I 1 t �LAS J4IGHTING-- I WLM43LED• ° • J d Q 4 4 Q 44.42 10 I t 4 o 00, d 4 ' s1 4 4 t I °°°O00000000006000000 • � , / y • °°° . f oDODo°°°0 °0°0 °0 °°°°°° o 3.00 ° °°° °°°°°° I t 4 Q I °D°0°00 4i °°0°0°0 °°0°°oDODODo d .{ O O C O° O°O°°°° 4. 5.00 0.000°�0000�0�0�0�00 4 O 4 -4 / 4 LOT 44 4 0 o y ; 4 o > / 4 t0 1 O 4d z Q ` q ATLAS LIGHTING ' 4 4 d t • WLM 43LED Q / �.._.._.._. .._.._.. Q ' , �' PAVEMENT SECTION 6" CONCRETE OVER ! l 12" NATURAL COMP. TO 90% / i i � Q �• Q Q I cr ' 4 it i • l l OSE BIB 25:•60 Z 4 r_. 4 / j l l d 4 j 4 4 5, I K —A 18.00 i lNR ` (dYP) • L••_• ATLAS LIGHTING -- O 4• _ Zlx,WLM43LED 5 O 4 map • I O �O o! 41 .4 I 4 4 coaeti , � 1 J' , Q • r aoa • • 4 .1 1 ..r. r s 18.00' q SEE SHEET C-2, DETAIL 1 d -� 2 I-- --�1► . . PARKINS 8 --� 4 BUM-PER.1 o� r A a 4• 4/, z:44- • LO • / ` "0000:00:00:00:00 4 d 4 4 City of Bakersfield .Community Development Building Division G lld 17 i 5 Chester AvenueC7i3' Bakerstiid, ra 9330 Bicycle Pr'king Design Gvitleiines {661 ).326-3770' EXISTING LIGHT POLE #622CM EXISTING FIRE HYDRANT '60 — - °° °° • .r R __ XTNG "°--fm� ° •��o° °° °°°° ' DO°. ° 0°°0°°0°° o• • 1 0° °°°°° oo0o0 A °oC°°DO00 ° 0° °� °O°° .00 °°°°°°°°° °gO°°0°°0°0° 0°0°g°0 N O°°°° 000000 ° ° ° 0° 0°0° 0 °°D° DODO°0' °°°°0°0 50°°°°° °° 00°0 00°°O° ° D°D°D°0 °g°g°g° 0°00000 °0°0°00 II I o 9 0 O °° 10 I EXISTING C&G I 25.00 N • EXISTING TRUNCATED X 13.5' DOMES I3' I L I NATHAN 1 EL I WAY • so. oo' R 135.81' R S89°00'51 "E S89'00'51 "E 2.5' 5' 10' SITE PLAN SCALE: 1 " - 101 CITY 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. Rqf ESS/pN c CD s��� w rn 10 J� EXP. 12/31/20 q�F oFiC A1-�F SHEET A�lnl OF SHEET DocuSign Envelope ID: 9C76371 D-355C-4636-BADC-7EFOE96659CE im 2.5' 5' 10' SITE PLAN SCALE: 1 " - 1 O' lftuj • . co mi M 0 >- LU x Lij Lu LL ui CD LL LO LL 01 CL 4 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. ESS��/p\ B4��D w rn kP EXP. 12/31 /20 \� 9�civi ear F CA 1- OF SHETET C�i I SHEET DocuSign Envelope ID: 9C76371D-355C-4636-BADC-7EFOE96659CE 10 2 HOUR FIRE WALL SECTION "N' 2 HOUR FIRE WALL 35.50 25.00 18.00 DRIVE ISLE E RFLOOR = 342.40 10, I I I It III -III --III- 1.58 oe PARKING ISLE NEW CONCRETE PARKING LOT 6" CONCRETE 41. 1% 1% 't ;�7 •A I 12*�" NATIVE I I I COMPACTED TO 90%-2 5.50 18.01 25.44 f 18.00 WALK WAY PARKING ISLE DRIVE ISLE PARKING ISLE • SCALE: 1 5' NEW CONCRETE PARKING LOT 6" CONCRETE 0 2% 1.8% 1.5% 1% %it �Zggwg LRIRU: kti?.4ce Z� NfLc-,,-V N- L 2" f ATIVE— I L I I I I III COMPACTED TO 90% III II SECTION 111311 6.20 .0 1 5.00 28.03 13.55 Jf LK WAY PARKING ISLE FINISHED GROUND rot C, 2.5' 59 10 1 SCALE: 1 5' c �tKo� �� s -- ---- 2% L ro1 C,4 llI 9.00- 34 �� Tom 8S 5.00 ,; b , j oo SCALE: 1 5' NO. DATE O Lu co J�Q W=3� Lij ui Z mJ ui cf) W ZI= W. im L1j 04, �e cr) V O m Q Q ow 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. Q�pv rr"n EXP. 12/31/20 0civi SHEET C�2 OF SHEET DocuSign Envelope ID: 8AA4B005-7F90-4F19-8EO2-BE2FE7F52FFC • I I I I I I 1 N00'59109"E -Ann I i N00.59009"E mmussma I I I 1 ® e ommamm I I i I i I C I C i I , C I I EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES o°°°°oo°000°000°000° O°Oo0°o°000°Oo0o0o0° I o0o�o�00000000000000 000000°0000000°0°°00 , 0 0 0 0 0 0 . 000°00 o°°°o° °°°°°° C1 ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER 00000� .000o BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM °000° , o O ° 00000 00 O O °°°°°°°°°°°°°°°°° o CONSTRUCT SEDIMENT BARRIER ALONG WESTERLY NORTHERLY EASTERLY AND SOUTHERLY • o°° o I ° °°°°°°°°°° EXTENTS OF CONSTRUCTION, EXCEPT DRIVE APPROACH. PER DETAIL H, 1, OR J — SHEET BMP-3 I LEGEND: STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TR-1 FROM CALIFORNIA PROPERTY LINE © STORMWATER CONSTRUCTION HANDBOOK MINIMUM DIMENSION 25' LONG X 15' WIDE, PART OF WHICH • MAY BE CORRUGATED STEEL BARS. , CENTER. LINE w C CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE DETAIL E — SHEET BMP-2 ' I � ® I EASEMENT LINE — — o o 0) (g�) CONSTRUCT CATCH BASIN/INLET PROTECTION IN ACCORDANCE DETAIL A — SHEET BMP-2 I FLOW LINE --- o u7 © I 00 o EMPLOY EROSION CONTROL PRACTICES. IN ACCORDANCE WITH DETAIL D — SHEET BMP-2 IN AREAS z OF CUT/FILL STORMWATER AND EROSION CONTROL NOTES: N I 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 I o PERIODS OF IMMINENT RAINFALL (EXCEEDING 40 PERCENT PROBABILITY). NECESSARY MATERIAL ' I 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 i I 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 L_j EACH RAIN EVENT. 5. EXCEPT AS OTHERWISE APPROVED BY THE RESIDENT ENGINEER, ALL REMOVEABLE PROTECTIVE I 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 i LEFT TO THE DISCRETION OF THE CONTRACTOR AND RESIDENT ENGINEER. i e I 7. EROSION CONTROL DEVICES ARE TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES J AND PLANS OF THOSE CHANGES MUST BE INCORPORATED INTO THE SWPPP. ,�k I 8. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ONSITE AND MAY NOT BE L i co TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, WIND OR DRAINAGE CONVEYANCES •—••—••—• 9. STOCKPILES OF SOIL AND OTHER CONSTRUCTION —RELATED MATERIALS MUST BE PROTECTED ' I 1 I g� 0 0 THE SITE BY THE FORCES OF WIND OR WATER. I a 4sz � I FROM BEING TRANSPORTED FROM = &00 tics .10. HAZARDOUS MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR SPECIFIC LISTING AND i , ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ' I I °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. �'o �� C 11. TRASH AND CONSTRUCTION —RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED°°oogo,,�� AIR TIGHT RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. , 000°o°°°°°° 12. RETAIN SEDIMENT ONSITE TO THE EXTENT PRACTICABLE WITH CONSIDERATION FOR LOCAL oo TOPOGRAPHY, SOIL TYPE, AND RAINFALL. INSTALL AND MAINTAIN CONTROL MEASURES ACCORDING TO THE MANUFACTURER OR 13. SELECT, � • 8 DESIGNERS SPECIFICATIONS. 14. DEVELOP CONTROLS TO LIMIT, TO THE EXTENT PRACTICABLE, OFF —SITE TRANSPORT OF LITTER, &00 CONSTRUCTION DEBRIS, AND CONSTRUCTION MATERIALS. I C, 15. NO STOCKPILE NOR PORTA—POTY SHALL BE LOCATED WITHIN 50' OF ANY DRAINAGE.. CONVEYANCE OR DRAIN INLET. 8 • __ __ i °°°o°O o0°O00 °o —��— _ _ _ _ °p°pop oo°opop 00000ao 0000°oo — — — _ ° ° -- — �-- — — — — — _°�°0° oo°0000 o000000 - — — �— 0000 0000 0 oO000o o°°°o° 00000° 00000°° 000°000 0 0 0 0 0 0 • • f • -• � • '` • o 0 00 • r o°ono°o G�c�c0 000000 O O 00° . °°°o°° o°°oo° 000000000° cocaoo • �� • �� �� • oo • • • �� °°O°Oo o°°°000 000,00 oog°go ° o o° ..�..... O°O°o°p 0000°° °°°°oo °°o°oo . _ °°oo°o - oo °°O°o°p poo °00000 o° o°°o°oo °°°°°° °°°o°° °°°°°°° I °°O°O°00 °O°O°O o°O°°° O°O°O°O o°p°p°o o°000° o° °°°°oo° O0.01.�o nnoo o°0000 °o°o°o° O O O ° ° ° °oo000 ooO000° Oo�o00° O°O°O° O°°°°°O O°°°Ooo 0 0 0 0 o°° °°o°000 °°o°°°o °°O°O°O °o°Ooo O°°°Oo0 O°O°o°o O°O000 000°0 °O°C°o° O°O°O°O O°o°000 °0000ao I I I I I . I 80. oo' R NATHAN 1 EL WAY • 135.81' S89'00151 "E r — - — — _ _ _ __ — — S89.00'51 "E 2.5' . 510' SITE PLAN N SCALE: 1" — 1 O' NO. DATE w O W w J0aa W=3L) W � W p a w J LL uj�a� Z W W U � � Q m cl) LL a LL O a a 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. �FESS/03,;-, 0 s, EXP. 12/31 /20 O�1V1 CA SHEET BMPml OF SHEET DocuSign Envelope ID: 8AA4B005-7F90-4F19-8EO2-BE2FE7F52FFC BEST MANAGEMENT PRACTICES (BMP�s) General Notes 1. Best Management Practices (SUPs) contained herein reflect the minimum requirements. Alternate methods providing equal or greater protection may he utilized. For in depth Information on BMP's refer to the California Storm Water BMP Handbooks, available at www.cobrnphondbooks.com, Californio Department of Transportation Construction Site SUP Fact Sheets at www. dot co.govlhqlconstruclstorn7waterlfoctsheets.htrn, and/or USEPA BMP Fact sheet 0 http.11cfpub.epa.govinpdeslstorrnwoter. 2. All construction activity shall be performed in accordance with a Stormwater Pollution Prevention Plan (SWPPP) developed and implemented in compliance with the requirements of the National Pollutant Discharge Elimination System (NPDES) Construction General Permit Order No. 2009-009-DWO and as amended by Order No. 2010-0014-DWO. J. The SWPPP shall: a. ldentify potential pollutant sources and include the design and placement of 8UPs to effectively prohibit the entry of pollutants from the construction site onto the street and/or into a storm drain system during construction. b. Be kept on site and amended to reflect changing conditions throughout the course of construction, c. Be kept up to dote. Any additional updates requested by agency representative are to be made immediately. 4 Son-Stormwater discharges are prohibited from entering any storm drain system and/or street. 5. Discharges of pumped ground water require a discharge permit from the State of California Regional Water Quality Control Board (RWOCR) 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. Z A standby crew for emergency work shall be available at a// times during the wet weather season, which is typically Oct I through May JO. Necessary materials shall be available on site and stockpiled at convenient locations to facilitate rapid construction of emerg ency devices when rain is imminent 8. Portable sanitary y facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. 9. Employees, subcontractors and suppliers shall be educated on all &Ws including concrete waste storage and disposal procedures. 10. Sediment control practices shall effectively prevent a net increase of sediment load in stormwater discharge. Revisions DATE* 06/16/2003 'COUNTY OF KERN Date Desc . NPDES BMP PLATE NO. 5/12 1 MR DESIGNED BY: STATE OF CALIFORNIA KH DRAWN BY. DEVELOPMENT SEDIMENT AND EROSION tm BMP 1 I CHECKED SYSTANDARD CONTROL GF I Crushed aggregate greater than 3 inches but smaller than 6 inches. F Filter fabric Original grade 12 inch minimum, unless otherwise specified by a soils engineer. Aggregate can be placed on original grade. or subgrade. SECTION B-13 NTS NOTE: Construct sediment barrier and 4a channelize runoff to ,P(iimpnt tronninn dpVice t�idth as required to accommodate aftfto~ &Vfric (12 foot min wfdffi) Temporary pipe culvert as needed 50 ft Min or four times the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN TYPE 1 GRAVEL ENTRANCEZEXIT C f STABILIZED CONSTRUCTION ENTRANCE EXIT Revisions DATE, 03/19/23 COUNTY OF KERN Do Desc NPDES BMP PLATE NO. 5/121 WME DESIGNED UY: STATE OF CALIFORNIA K DRAWN BYY: DEVELOPMENT SEDIMENT AND EROSION BMP CHECKED BY, STANDARD CONTROL GF Sandbags/Grovel" bogs to Back of sidewalk overlap onto curb Catch Basin Back of curb Curb Inlet Direction D of flow illwa L Plan Sandboqs/Grovel** bogs stacked- tightly "Cropw shalt be a4 to 0.8 inch ift, diameter, and shall be clean and free fmm clay balls, organic matter, and other d&49&notis materials. Spillway elevation shall Curb inlet match top of curb Spillway Sidewalk NI D = 12" Min. H = 8" Min. Catch Basin .3 L 6" Max. SECTION Ivotes: 1. Catch Bosinllnlet protection shall be installed wherever there is a potential of stormwater or non-stormwater being discharged into it. 2. Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures to prevent tracking onto paved surfaces. J. Modify inlet protection as needed to avoid creating traffic hazards 4. Include inlet protection measures at hillsiole v-ditches and misc. drainage swales. 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner that assures that the sediment does not enter the storm drain system 6. Damaged bogs shall be replaced immediately. 7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan. .4 -Y L(.Z4LTCH SET PROTECTION Revisions DAM COUNTY OF KERN Date Desc NPDES BMP PLATE NO. 5/121 UWTE DESIGNED BY: STATE OF CALIFORNIA KH DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BH BMP A CHECKED -_ BY: STANDARD CONTROL OF Paved area* Corrugated steel panels Original grade SECTION A -A NOT TO SCALE— NOSE: Construct 'sediment barrier and channelize runoff to sediment, trapping device Sediment trapping device Jr- 0- ;;rl Corrugated steel panels* Q 12' min or as required to accommodate anticipated ft traffic. Z W L 24 ft Min. Existing paved *If entrance is not paved, either relocate entrance* the steel panels to edge of pavement or Match place Type 1 crushed aggregate. Existing Grade PLAN NTS TYPE 2 ALTERNATIVE ENTRANCEZEXIT use of corrugated steel plates, shaker plates, rumble plates, etc. STABILIZED CONSTRUCTION EXTRA NC.E/EXIT ReVisions DATE:: Date Dese 03/tg/23 COUNTY OF KERN PLATE NO. BW 5/121 MATE DESIGNED BY. STATE OF CALIFORNIA NPDES KH SEDIMENT AND EROSION BMP DRAWN ai; DEVELOPMENT BH rl CHECKED BY, STANDARD CONTROL C-Z_ GF USED Absorbent USED Cleanup OIL Material ............ ................ ........ .................. .......... 0 ............. ...... ..... ........ ........... ......... ............. ...... ......... .................... ........... ....... .......... a .................. ................. ......... ................... .............. ............. ....................... 1. - 1. m .................. ............ ................ ........ ....... ............. ....... ......... .......... ......................... .......... ........... ... ....... Entrance/exit must be elevated to prevent run-off Containment Area Notes: 1. Leaking vehicles and equipment shall not be allowed onsite. Equipment and vehicles shall be inspected frequently for leaks and shall be repaired immediately. Clean uc spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehicles and equipment shall be maintained, and repaired onsite only in designated areas. Prevent run-on, and run-off from designated areas. Containment devices shall be provided and areas shall be covered if necessary. J. Designate onsite vehicle and equipment maintenance areas, away from storm drain Inlets and watercourses. 4. Always use secondary containment, such as a drain pan or drop cloth, to catch spills and leaks when removing or changing fluids. 5. Legally dispose of used oils, fluids, lubricants, and batteries. 6. Provide spill containment dikes or secondary containment around stored oil, fuel, and chemical drums. 7. Maintain an adequate supply of absorbent spill cleanup materials in designated area. 8. It is the contractors responsibility to regularly inspect the vehicle and equipment maintenance area(s) -EQUIPME HAINTENANCE AREAS N Revisions DATE: 06/16/2003 COUNTY OF KERN Date Desc NPDES 6MP PLATE NO. 5/121 UMATE DESIGNED BY: STATE OF CALIFORNIA KH DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION 5H I BMP B CHECKED BY: STANDARD CONTROL H OF I Straw Mulch Hydroseeding Hydraulic Mulch Geotextiles, Mats,Plastic Covers and Erosion Control NO Blankets 1. Soil/Slope stabilization practices shall be designed to preserve existing vegetation where feasible and to revegetote open areas . as soon as feasible after grading. These control practices shall include ternporory seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all ing d'rtqd tr am October I _Ctive stuareas thru May 30 and on all disturbed areas during a rain event or potential rain. 3 Stabilization practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices I shall be implemented in conjunction with sediment trapping/filtering practices and practices to reduce the tracking of sediment onto paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch must be anchored immediately to minimize loss by wind or water. 6. When using hydroseedIng1mulching, the minimum, application of wood fiber shall be 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7 For seeding recommendations, contact: USDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 93309-0725. Phone: (661) 336-0967. 8. When using hydraulic mulch, the application shall be between I to 2 tons per acre. 9. Geotextiles, mots, plastic covers and erosion control blankets should be considered when disturbed soils may be particularly difficult to stabilize. 10. For geotextiles, mats, and erosion control blankets, installation should be in accordance with manufactures recommendations. T ,Ypico!6e overlap of geotextiles1mols edges is 2 to J in. and stapled ever y 6 in. When blankets are to be spliced, place blankets end -over -end (shingle style) with 6 in. overlap and staple through overlapped area, approximately 12 in. apart. D EROSION CONTROL Revisions DATE: Date Desc 06/16/2003 COUNTY OF KERN NPDES BMP PLATE O. 5/121 UPDATE DESIGNED BY: STATE OF CALIFORNIA 'DRAwrKH DEVELOPMENT SEDIMENT AND EROSION H BMP D CHECKED BY; STANDARD CONTROL GF Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadway s shall be stabilized so as to prevent sediments from being deposited into the public roads. Sediment deposited on the roadway must be swept up Immediate and may not be washed down by rain or other means into the storm drain system. See Type I and Type 2 details. 2. Stabilized construction entrance shall be: a. Located at any point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley , and sidewalk or parking area. b. A series of steel plates with "rumble strips`,* and/or min >J' to <6 crushed aggregate with length, width & thickness as needed to adequately prevent any tracking onto paved surfaces. J. Adding a wash rack with a sediment trap large enough to collect a// wash water can greatly Improve efficlency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites a. Remove all sediment deposited on paved roadways 1*mmediote�v. b. Sweep paved areas that receive construction traffic whenever sediment becomes visible. c. Pavement !Lashing with water is prohi¢ited if it results in a discharge to the storm drain system. STABILIZED CONSTRUCTION ENTRANCE EXIT Revisions DATE. Date Desc 06/16/2003 COUNTY OF KERN NPDES BMP PLATE NO. 5/12 MATED DESIGNED BY. STATE OF CALIFORNIA KH DRAWN BY- DEVELOPMENT SEDIMENT AND EROSION 8H BMP C I CHECKED 8Y; STANDARD CONTROL ----I GF Stockpiled Material + 7_4 4 NV 4, 4., 44 541 1 4' 4e d s4 '4 .4 + a. 4' A NI/ NV + 4- %1- 41 SANDBAGS/GRAVEL BAGS PLACED 11GHTLY TOGETHER ALL AROUND MATERIAL + W/ NO Stockpile management procedures and practices are designed to reduce or eliminate air and storm water pollution from stockpiles of soil, and paving materials such as Portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate base, aggregate subbase or pre -mixed aggregate, asphalt binder (:e. cold rnhy) and pressure treated wood. Notes: 1. Protection of stockpiles is a year-round requirement. 2. Locate stockpiles a minimum of 50 feet away from concentrated flows. of storm water, drainage courses, and drain inlets., J. Implement wind erosion/transport control practices as appropriate. 4. All stockpiles shall be covered, stabilized, or protected with a temporary linear' barrier (i.e. sandbags, etc.) prior to the onset of precipitation. A L STORA GE Revisions DATE: Date Desc COUNTY OF KERN PLATE NO. DESIGNED BYt STATE OF CALIFORNIA NPDES BMP KH SEDIMENT AND EROSION DRAWN BY: DEVELOPMENT BMP E CHECKM M STANDARD CONTROL GF Uj LL Vr Uj THESE PLANS ARE NOT FOR CONSTRUCTION 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. Q1) rn t! ;:0 ILP EXP. 12/31/20 CIVI op r& SHEET OF BMPm2 e SHEET DocuSign Envelope ID: 8AA4B005-7F90-4F19-8EO2-BE2FE7F52FFC Containment NO . I. 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. F CONCRETE TrA sTE HA NA GEMENT, _ Revisions DATE:06/16/2003 COUNTY OF KERN Date Desc NPDES BMP PLATE NO. 5/12 UPDATED DESIGNED BY: STATE OF CALIFORNIA KH DRAWN H Y: DEVELOPMENT SEDIMENT AND EROSION MP B. cHtd � b_ eY: STANDARD CONTROL Straw barrier Max reach 30 ft straw barrier. End Detal A Gross barrier A Toe of slope 0 1D o �o U5 PLAN bedback varies T Slope 2"X 2" Wood stake Straw bail on outside Straw bail barrier Straw bail on inside Toe of n Straw ball on outside slope c 4 E 18" END DETAIL Straw bail barrier A -A NTS A straw bale barrier is a temporary linear sediment barrier consisting of straw bales, designed to intercept and stow sediment laden sheet flow runoff Straw bole barriers allow sediment to settle from runoff before water leaves the construction site. 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. Sale bindings shall be either steel wire, nylon or pa/ypropylene 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 10Z, the length of the slope upstream of the barrier must be /as$ 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 bole barriers for sediment accumulations and remove sediment when depth reaches one third of the barrier height 18. Replace or repair damaged bales as needed. STRA X BASE RARRID? Revisions DATE: 03/19/2012 COUNTY OF KERN Date Desc NPDES BMP PLATE NO. 5/2,31 UPDATE DESIGNED W. STATE OF CALIFORNIA DRAWN BY. DEVELOPMENT SEDIMENT AND EROSION BH CHECKED BY: STANDARD CONTROL. BMP J GF Absorbent Cleanup Material FUEL Bermed Containment Area Impervious Surface/Lining Silt fence constructed along level contour Maximum slope length Maximum tributary area .25 acre/100ft; 2"X2" of fence. "., "'"� wooden - ' Filte\fdbric-�,,,, post 1U' Typical contours c. (used for . now Illustration purposes only) _ - _._.. - 24' - r Compacted -�'� backfill �` Maximum g" min: ,r C 18" width=500 Turn lost 6' of fence up --slope Filter fabric 6" Silt fence min. Notes: Notes: 1. Construct the silt fence along o level contour: 1. Fueling she/l be performed in a designated area, away from drainage courses. 2. Silt fences shall remain in place until the disturbed area is permanently 2. Absorbent cleanup material shall be on site and used immediately in the stabilized. J. Provide sufficient room for runoff to pond behind the fence and allow event of a spill. sediment removal equipment to pass between the silt fence and toe of slope J. Drip pans or absorbent, pods shall be used during vehicle and equipment or other obstructions. About 1200 sq. ft. of ponding area shall be provided fueling, unless the fueling is performed over an impermeable surface in a for every acre draining to the fence. 4. Turn the ends of the filter fence uphill to prevent stormwater from flowing dedicated fueling area. around the fence. the 5. Leave an undisturbed or stabilized area immediate 4. Dedicated fueling areas shall be protected from storm water run --an and /y dawns/ape from fence. runoff, and shall be located at least 50 feet from downstream drainage 6. Do not place in live stream or intermittently flowing channels. facilities and watercourses. Fueling must be performed on level--grode areas. 7 When standard filter fobric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty (0.6 5 Protect fueling areas with berms and/or dikes to prevent run-on, runoff, and inch) wire staples at least 1.75 inches long, tie wires or hog rings to contain spills. 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 stakes shall be driven to a depth of no less than 18 inches from surface. VEHICLEI EQ U FUELING. ,SILT FENCE H Revisions DATE: Revisions DATE: Os/16/2003 COUNTY OF KERN - p PLATE (}, Dote oesc 06/16/2003 COUNTY OF KERN PLATE �� Date Desc NPDES BMPPDES BMP 5/23 UPDATE DESIGNED BY: STATE OF CALIFORNIA 5/23 UPDATE DESIGNED BY: STATE OF CALIFORNIACALiFORNIA H SEDIMENT AND EROSION KH SEDIMENT AND EROSION DRAWNHBY: DEVELOPMENT P DRAWN BY. DEVELOPMENT BMP CHECKED BY: STANDARD CONTROL CHECKED BY: STANDARD CONTROL GF GF .at fi ,, .JI rrrrrlr /i,r �✓ri Fiber roll 8" ruin y / �,¢4rirr/,r Install fiber roll Shope ,y r r4 /i�i�✓ r -u along o level contour. 2"to 4" ,V Fiber rails `cE rx J0 wood ,� .SI ti �` �rrr/ir�rr!,rrfr ,r .- stakes max ,r, �•,�,if,/ / y 4 ft spacing r'irirr�rrrr r/r/ .�l Vertical spacing irr/r measured along the face of the slope ENTRENCHMENT DETAIL 'pies between 10 ft Install a fiber roil near and 20 ft slope where It transitions N.T.S. into a steeper slope TYPICAL FIBER ROLL. INSTALLATI N N N©tes: N.T.S. I. 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. 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. 10. Fiber rolls shall be placed in a 2 to 4 inch deep trench. 11. Wooden commercial grade stakes, " X 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 installotion requires the stakes to be placed no more than 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: FIRER Revisions DATE:03/19/2012 COUNTY �! KERNDate Dese NPDES IMP PLATE NO. 5/23 UPDATE DESIGNED BY: STATE OF CALIFORNIA KH P SEDIMENT AND EROSION DRA � Y: DEVELOPMENT MI CHECK BY: STANDARD CONTROL NO. DATE THESE PLANS ARE NOT FOR CONSTRUCTION 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. � S�F 60 caUJ rn EXP. 12/31/20 gTFOCIViI.`��Q� F C SHEET BMP�3 OF a SHEET .51 7- /0 ca DocuSign Envelope ID: 8AA4B005-7F90-4F19-8EO2-BE2FE7F52FFC 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 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. SURFACE WITH A SLOPE OF 6 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 CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE SHALL BE INCREASED TO A MAXIMUM 1 /2 INCH PER FOOT FOR DISTANCES NOT TO EXCEED 20 00%. FEET. EXCEPT1ON: WHEN BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS, OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY �P} ��-• 0 4 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 moo / / ;; •'' 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 PROPORTIONS ANY WALK EXCEEDS 1 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 1.) THE INTERNATIONAL SYMBOL OF ACCESSIBLITY SHALL BE 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 �t• • .i / y , • �• THE STANDARD USED TO IDENTIFY FACILITIES 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/HC-1) WALKS WITH CONTINUOUS GRADIENTS: ALL WALKS ,,,00 ��`�/ r �\�•• 2.) COLOR OF SYMBOL: SYMBOL SHALL CONSIST OF OF WHITE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. IF CARPET OR / '�`'' / ..fix / •��. 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 ,,, mac'• , 3 ` / 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 THICKNESS ^� / •' / 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 / •M' E 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. 1 /2 MAX ell SIGNS AND IDENTIFICATION NECESSARY TO COMPLEMENT DECOR OR UNIQUE WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT LONG DIMENSION PERPENDICULAR �'U,��, 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 DISABILITIES STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A i i i i i i i i i i i i ii i i i i i i i i i i i i �� �`✓� •-y/� VERTICAL DIMENSION SUCH AS AT PLANTERS OR i i i i i . i i i i i i i i i i i i i i i i i i i •. 3.) FINISH AND CONTRAST: THE CHARACTERS AND BACKGROUNDS OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, CARPET 1 2" MAX SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE 12" LEVE CHARACTERS AND SYMBOL SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK ' IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO A DIST. �' 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 / / ..•«�; REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 3 DOMINANT DIRECTION OF TRAVEL o / 2 rx; /00, SEE DETAIL 5 HC-1 FOR SIZE D1190 INCHES PLUS OR MINUS ONE INCH ABOVE THE SURFACE SIDEWALK THE WALK IS 5 PERCENT i . . i " i 'A' "•ii"•`i"i`i"i"iWiii`Vii"i`i`i ii`iiiWivii `i `i"♦ / ���• 'i) INTERNATIONAL SYMBOL OF ACCESSIBLITY OF THE WALK OR i"iii`i • SECTION of LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. RAMP NOTES: 4 GROUND AND FLOOR SURFACE 1.) MAXIMUM ALLOWABLE SLOPE OF A RAMP IS 1:12 moo 2.) LANDINGS ARE REQUIRED AT TOP AND BOTTOM 1. PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. ENTRANCE TO OFF STREET PARKING OF EVERY RAMP ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 108 INCHES WIDE, (THE DEPTH SHALL BE AS DETERMINED BY THE LOCAL ENFORCING AGENCY AND SHALL 3.) PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES 3 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 TO BUILDINGS VATH OCCUPANCY LOAD OF 300 OR WI MORE WILL REQUIRE 60 CLEAR WIDTH ACCESS AISLE SHALL BE PAINTED BLUE, WITH CROSS HATCHING IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY WHITE, OR BLUE. WITHLESS THAN 50 / 4.) RAMPS WITH OCCUPANCY LOAD 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. MAYS WIDE. (HOTELS, APARTMENT HOUSES, 1. PERMANENT SIGN 17" x 22" N POST A PER PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. 6. BUMPERS ARE REQUIRED WHEN NO OTHER CURB OR CONVENTS, MONASTERIES, DWELLINGS) 604. t 04 BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 7. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH IN A CONSPICUOUS PLACE, AT EACH SURFACE SLOPES NOT EXCEEDING 1:48 (2.087) IN ALL DIRECTIONS. 8. ACCESSIBLE PARKING SPACES SHALL. BE DESIGNATED AS RESERVED BY A SIGN 5.) INTERMEDIATE LANDINGS ARE REQUIRED TO ENTRANCE TO OFF STREET PARKING " SHOVING THE SYMBOL OF ACCESSIBILITY. (SEE DETAIL 3/HC-1} 9. SPACES REQUIRED TO BE VAN ACCESSIBLE SHALL HAVE AN ADDITIONAL SIGN VAN BE 60" LONG IN DIRECTION OF TRAVEL FACILITIES,. OR IMMEDIATELY ADJACENT ACCESSIBLE" MOUNTED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 10. HANDICAPPED SPACE MUST PERMIT USE OF EITHER CAR DOOR. 11. WHEELCHAIR 6.) HANDRAILS ARE REQUIRED ON EACH SIDE OF TO AND VISIBLE FROM EACH STALL. USERS MUST NOT BE FORCED TO PASS BEHIND PARKED CARS OTHER THAN THEIR OWN. 12. WHEN ONLY ONE STALL IS PROVIDED THE ACCESSIBLE ROUTE RAMP, CONTINUOUS FOR FULL LENGTH OF RAMP. SLOPES EXCEEDING 1:20) UNLESS THE RAMP �qf LETTERING SHALL NOT BE LESS THAN SHALL BE PLACED ON THE PASSENGER SIDE. 13. CURB RAMPS SHALL BE PROVIDED WHENEVER AN ACCESSIBLE ROUTE CROSSES A CURB. (MAXIMUM SLOPE IS AT AN EXTERIOR DOOR LANDING AND DOES GUARD RAIL 1 INCH IN HEIGHT WHICH CLEARLY AND 17 OF 1:12) (SIDE SLOPE OF RAMP 1:10) 14. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION NOT EXCEED 6 IN LENGTH OR 6 IN HEIGHT. AND CURB " CONSPICUOUSLY STATES THE FOLLOWING. DUPLICATING EITHER OF THE FOLLOWING SCHEMES: 15. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE 2-10 TO 3-2 boo 7•) RAMPS WITH SLOPES OF 1:16 OR GREATER ARE "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 REQUIRE TO BE SLIP RESISTANT FINISH ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING OF A WHEELCHAIR NTH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC HANDRAIL AT 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. RAMPS PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE ' " MI E �' A��p H DI qp PARKING • z HANDICAP PARKING �i ooYa�o sci TYP) ® M e MIN HIGH WARNING CURB 4 OR MORE DROP •oo�oo.• 2" ANY cTION �-�-�----�-.33 MAx SIGN (TYP.).33 "�� REQUIRES RAISED CURB RECLAIMED AT * z Axv - 24" BUMPER SIDEWALK R -- U * OR BY TELEPHONING � C = � C = �' LOCATION T LOCATION CW. CM OR `��""�' `�j ADJACENT HAZARD EXTERIOR HAZARDS: COLOR / FINISH AND CONTRAST: SHALL COMPLY CAR Z MAXIMUM SLOPE 2X j �SUR�� CMT VAN (ALA. DIRECTIONS) CAR 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 WITH THE INTERNATIONAL SYMBOL ACCESSIBLITY orb Ecau1 3�F SAT vAN ;� TPV IDENTIFIED BY A VERTICAL I CURBS INPROJECTING AT LEAS, SUCH AS AT T 6SINCHES OR SIN HEIGHT ABOVE NTAINS LOCATED ITHE WALK N OR J OR SIDEWALK SURFACE TOACENT TO WALKS, KWARN THE BLIND S, OR OTHER DOFAI POTENTIAL DROP AN WAYS, SHALL BE (SEE DETAIL 1 /HC-1) s D�Ns ICULAR 96o VAN SPACE PROVIDED NO CURB IS REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 2 INCHES MINIMUM AND 4 AY SEE TRAFFIC WAY SEE DETAIL 1 C-2 FI A GUARDRAIL OR HANDRAIL IS OFF. WHEN Q No 36" (TYP.) ��' SYMBOL (TYP) ® ARK)NG �O° INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. 11 B-303.5 * BLANK SPACES ARE TO BE FILLED IN WITH THE TYPICAL SYMBOL ?� g s, ' • APPROPRIATE INFOMATION AS A PERMENENT PART OF THE SIGN D 1189 1OW MIN. 60" 1OW MIN. ' 2 TRAFFIC ENTRY WARNING SIGN 1 /2" 96" o VAN SPACE "NO PARKING" 12" HIGH WHITE LETTERS SINGLE / MULTIPLE PARKING �pPap� �j�g c AISLES. DIAGONAL PARKING FOR SINGLE ACCESSIBLE PARKING SPACE ENF�t OFFlAL FOR SINGLE ACCESSIgI� Pq}�KING SPACE RAMP SHALL BE' LOCATED ON PASSENGER SIDE RAMP SHALL BE LOCATED ON PASSENGER SIDE D1201 8 RAMPS "VAN ACCESSIBLE" SIGN TO BE POSTED AT AL SPACES REQUIRED TO BE VAN ACCESSIBLE, DIRECTLY BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY " TABLE 11B-404.2.4.1 24 g ACC ES S I B L E PARKING STAL L/ ' PACE REQUIREMENTS LETTER SIZE: LETTERS RATIO 0O BETWEEN 3A5 ANAVE AND A STROKE WITDH-TO-HEIGHT RATIO BETWEEN 1:5 EST, MANEUVERING CLEARANCES AT MANUAL 18 SWINGING DOORS AND GATES AND 1:10 CHARACTER HEIGHT: CHARACTERS AND PULL -SIDE NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO T = TREAD WIDTH INT THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE * = EXTERIOR STAIRS ALL 'TREADS X READ. THE MINIMUM HEIGHT IS MEASURED USING THE ARE TO HAVE WARNING STRIPESr � 1 PUSH -SIDE . UPPER' CASE 'X'. LOWER CASE CHARACTERS ARE " I I I z i PERMITTED. THE MINIMUM CHARACTER HEIGHT SHALL 12 MIN.. - BE 3 INCHES. 12" L DIST. PLUS z i l I � i o " " T LEVE ca � OF STALL MINIMUM FINE S250 LOCATED AT A MINIMUM HEIGHT TREAD WIDTH MIN. DIST. OF 80" I II 1 1 SPACE/ TO BOTTOM OF SIGN AND IN FRONT OF EACH p I D SIGN t° 1 I I 00 1 WALL MOUNTED OPEN RISERS ARE NOT 1 ) EACH PARKING SPACE RESERVED FOR PERSONS WITH PERMI D (11-504.3) DISABILITES SHAH BE IDENTIFIED BY A REFLECTORIZED TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR/GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY FROM FRONT PULL 60" 18s5 FROM FRONT PUSH 48" 0" 1 FROM HINGE SIDE PULL 60" 36" FROM HINGE SIDE -PUSH 44"2 22'3 FROM LATCH SIDE PULL 60" 24" FROM LATCH SIDE PUSH 44"4 24" SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF 1 MAX. t� NOTE: X = 12" IF DOOR HAS BOTH A PROFILE VIEW OF A WHELCHAIR WITH OCCUPANT IN Van 2" MIN TO o A CLOSER AND LATCH 1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALLBE i 4" MAX: 1- t 2. ADD 4 IF CLOSER AND LATCH ARE PROVIDED. WHEN NO MN PATH OF TRAVEL, SHALLALLER THAN 70 SQUARE CBE POSTED AT A HES IN AREA ' •r.µ M d. 3. BEYOND HINGE SIDE MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE .p M FRONT APPROACHES SWINGING DOORS 4. ADD 4" IF CLOSER IS PROVIDED SIGN TO THE PARKING SPACE FINISH GRADE. SIGNS MAY " ALSO BE CENTERED ON THE WAL AT THE INTERIOR END 4 5. ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60 MAX. st4- INCHES FROM THE PARKING SPACE FINISH GRADE, GROUND M 36" 4'-O" OR SIDEWALK. 2.) ONE IN EVERY SIX ACCESSIBLE SPACES, BUT WARNING STRI ING & 1-1/4" PULL -SIDE NOT LESS THAN ONE, SHALL BE SERVED BY AN MAX ACCESS ASILE 96 INCHES WIDE MINIMUM AND HANDRAIL EXTE SIONS. SHALL BE DESIGNATED "VAN ACCESSIBLE" ALL NOSE - - - - - - - - - - - -) " PUSH-SIDESUCH SPACES MAY BE GRO 4'- 0" OF A PARKING STRUCTURE. UPED ON ONE LEVEL 4I 54 THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHAL 3.) COLOR /FINISH AND CONTRAST: SHALL COMPLY I - - - - - - - WITH THE INTERNATIONAL SYMBOL ACCESSIBLITY BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAS T =TREAD WIDTH I I I (SEE DETAIL 1/HC-1) PATH OF TRAVEL SIGN 2" WIDE AND NOT MORE THAN 4" WIDE PLACED PARALLEL TO AND I co D1191 NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. * _. EXTERIOR STAIRS ALL TREADS ARE TO 22" HAVE WARNING STRIPES. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST I 1 EQ 3 ACCESSIBLE PARKING STALL SIGN AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. WARNING STRIPING G & (PAINTED STRIPS ARE ACCEPTABLE) D1428 HANDRAIL EXTENSIONS D1429 BOTTOM OF RUN (RUN), NOTE: Y = 48" IF DOOR HAS BOTH 6 STAI E " ( ) 3/4" 7 STAIRS TOP OF 3,�4 A CLOSER AND LATCH TWO HINGED DOOR IN SERIES HINGE SIDE APPROACHES SWINGING DOORS TWO HINGED DOOR IN SERIES PULL -SIDE 24" r - - - - - - - - 4" MIN PUSH -SIDE 32" I --- ----•-•I MIN. o I i I I Z co > i 1 i i CLEAR DOORWAY WIDTH w NOTE: Y = 48" IF DOOR HAS BOTH N A CLOSER AND LATCH 32" MAXIMUM DOORWAY DEPTH LATCH SIDE APPROACHES - SWINGING DOORS NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES CLEAR DOORWAY DEPTH D122 9 MANEUVERING CLEARANCES AT DOORS PROVIDE 6" RADIUS ® GUARDRAIL ENDS R=6" 1_1/41' 1_1/211 CROSS -SECTIONAL NOMINAL DIMENSION TYPICAL 0 GRIN SM TH POR-ROK 2-#4 BARS CONT. SEE CIVIL PIPE SLEEVE TYP. "A" GUARDRAIL DETAIL (± 85'-0" GUARDRAIL D ETAI L 4" CONC RAMP OVER 2" SAND BED W/FIBERMESH 4W MAX. 48" MAX. 1-1/4" - 1-1/2" CROSS -SECTIONAL NOMINAL DIMENSION PIPE HANDRAIL & 12' MIN. LEVEL DIST. 4" CONC WALK W/EXP. JOINT 12"0 x 18" DP-J A.C. PAVING--'4 CONC FT'G (TYP.) WHERE OCCURS RAMP 1:12 MAX. SLOPE HEAVY BROOM FINISH 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 CHK'D BY DATE 4/6/2017 JOB NO. FILE NO. QRDF ESS/mNq a 9 rn, EXP. 12/31 /20 '9r�.ocivi�`�o�� F CA SHEET HCrl OF SHEET DocuSign Envelope- - SIDEWALK1 SEE NOTES 1 11 I 2am iii N �031i,1!16RISMI A '� f' 'IV A Y i Y f i! i i t f f f•#!# ACURB \\100 J rn rn ACCESSIBLE RETAINING F NECESSARY AT [► A EDGE OF ■ . MAX 8.33% MAX t r r r r f t i r•■# t f r r i 4♦•• t a! r 4• #!# ! 4 4 r t t# t t t ErrE tf •f •r•r#r•• afaara#•rta • 4 ! i tt # ! W ! # # ! t i # ! # i # # i i• i##! • f t i# i i t f r t .•r####ttr#....—#r##rir#.t CN �� - FRONT EDGE CIMMAIAI I/ � SEE NOTES 10, 11, &12 CASE C isvi.In L '� A • • ,7 z I rSEE NOTES 10 & 1 SEE NOTE 7 I + A . A lk I# RAT # ! a • • • f . a a a # # . r # E E • . # W.. • .. #..# • W Y • t . . # # • t # • • • # # ! ! # !41-00 * A ! W - r A E ^1 16m .J NOTESTYP. I RAMP CORNER INSTAL. SEE 1. LANDING L . J JJ 9. WHEELCHAIR_I I " 2. MI " WIDE RAMP . 1:ENCLOSURE LANDING3. LEVEL I '— " • MIN. 42" STRIKE—EDGECLEARANCE WIDTH4. GATE JJ MIN. 12. LEVEL LANDING 6. I J JJ STRIKE—EDGECLEARANCE14. MIN.' ® TRASH ENCLOSURE WALLS I JJ CLEAR 8. TRASH BINS 16. MIN. JJ CLEAR SIDEWALKI fi ,- 10 SEE 1 R EDGE SIDEWALKFFRONT OF FRONT EDGE JJ 6* SEE OF L NOTE. 00000000 000000 RETAINING 00000000 00000 0R00R000 Q0R000 00000000 000000 00000000 000000 00000000 000000 00000000 0Q0000 0000000 00000 00000000 000000CURB (BOTH 00000000 000000 0000000000000000 000000 0000000O 000000 . JJ JJ 00000000 000000 OQOQQQQQ 00 0000 0/.RRry0000gy0/g 0ry0q00q0.y0 SIDES OF IL 0.y000/.0pq0/g0p0 000000 FRONT EDGE ATTOP et c VQVQQQVV VVQV WQ YQRVYM V QQQQQQ10 00000000 0000ROR0.. 00000000 000RR4 00400R 0000 0 .222ti RAMP) RORORROO 00000000 • 00000000 000000 00000 000000 . 2222222 T BASE SEE NOTES 12 CURB 10, &12 CUB RAMP MUST HAVE J J JDETECTABLE CASE F CASE G WARNING SURFACE TAPERED EDGES WHERE EXPOSED TRUNCATED DOMES NOTES- 1. AS SITEI I , CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS II IN DETAIL A AND DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONSI 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP AND 4 I-00P PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY I , OR C OR MAY BE WIDENEDD. 9. CURB RAMP SHALLI LL WIDTH 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATIONAND 3'-0" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE SIMILARMUST BE I DETAILS ON I I SPECIAL PROVISIONS. 4. AS'SITE CONDITIONS, THE RETAININGL I HE I SHALL BE BETWEEN THE CASE G RAMP TGUTTER SHALL „. ,, FLOWLINE. 5. I I 1 LWARNING J JJ MINIMUMTHE L , L I I L I ADJACENT WALKING. FLARES6. SIDE SLOPE OF RAMP I 10% AT CURB TO CONFORM WITH LONGITUDINAL , . SIDEWALK AND RAMP THICKNESS, 'J TJJ' SHALL BE 3 JJ MINIMUM. EXCEPT IN CASE C AND CASE F. 13. UTILITY, MANHOLES, VAULTS AND ALL OTHER UTILITYFACILITIES I I 7. TRANSITIONS FROM RAMPS TO WALK, GUTTERS OR STREETS SHALLL I BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER FREE OF ABRUPT CHANGES. PRIORLL IN CONJUNCTION WITH,CONSTRUCTION. ADJOINING8. MAXIMUM SLOPES OF , THE ROAD SURFACE IMMEDIATELY 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL TO THE CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL CONTRACTOR'S UNLESS OTHERWISE. OPTION,ADJACENT NOT EXCEED 5 PERCENT WITHIN ' " OF THE TOP OR BOTTOM OF THE CURB RAMP. NTS1