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5.7-10606 5702 Nathaniel Way Lot 45
U11LITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. SHALL at RESPONSIBILITY TO DETERMINE EXACT !■ ii a VERTICAL LOCA11ON OF ALL EXISTING UN UTILITIES PRIOR TION IS TO COMMENCING CONSTRUCTION. NO REPRESENTA MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR U11LITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. FURTHERMORE, IN THE EVENT A PREVIOUSLY UNDOCUMENTED OIL/GAS UNCOVERED OR DISCOVERED PROJECT, ■ DEVELOPER RESPONSIBLE TO CONTACT DEPARTMENT CONSERVATIONS ' GEOTHERMAL 1 t RESOURCES i DEVELOPER RESPONSIBLE TIONS ON THE WELL REQUIRED FOR ANY REMEDIAL OPERA BY DOGGR. THE DEVELOPER SHALL ALSO BE SUBJECT TO . �f BMC! � 60 - SMOOTH TROVW& CONCRETE C':i ' AC PAVING AGG BASE noj t't I SUBGRADE COMPACTED TO 95% NOTE: CLASS sr CONC. (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15 � A 6" CURB 1" EXPANSION JOINT AT SIDEWALKS AC IS 0.25' BELO ' 10 0. 5' TOP OF CURE AC PAVING FINISH GRADE AGG. BASE —III—III—I I R=61)42 D,TOOL. A 0 I_� i � I I I—III • _III—I SUBGRADE COMPACTED TO 95% CLASS -i■- CONCRETE SACK) PROVIDE iOLL ^ ��#'i WEAKENED PLANE 10 t—on i' START / FINISH OF ALL RADIUS / WALKS DIRECTION CHANGES. �:YLA, EXPANSION JOINT AT SIDEWALKS SMOOTH TROWL—N, 6" CONCRETE FINISH CONCRETE PARKING AREA %tip n a i i +1 C = QTOOL EDGE4e •. .`f 1t t K. d .i r ° ♦ -1 Q A A , } —SUBGRADE COMPACTED TO 95% CLASS B CONCRETE (5 SACK) PROVIDE WEAKENED PLANE CONTROLL JOINT@ 10 I—on c. & 0 START / FINISH OF ALL RADIUS / WALKS . DIREC11ON CHANGES. A A i' 6 INS k �f E'ti t r ^1 ■ 1!■71F t■ ■ ■s t 4 Y i f Fv t x, r�s STREET LIGHT Islas 01111 o� BENCHMARK ww'mm NATI LINE I., CENTER LINE t� PROPERTY CF — CURB FACE i ■ TOC — TOP OF CONCRETE CONCRETEFC — FINISH ■ PAVING TOG — TOP OF GRATE O#, iOF DRAIN TOP TOP OF PAVEMENT r,. EOP — EDGE OF PAVEMEN BOS — BOTTOM OF SUMP TOP OF MTCH MATCH EX. GRAD BOW BACK OF SIDEWAL FG — FINAL GRADE EG — EXISTING GRADE D DRIVE APPROACH SWL SW X LE A ■ _ HWL — HIGH WATER LEVEL INV. — INVERT TOW — TOP OF WALL FS — FINISHED SURFACE UJ PROPERTY LINE EASEMENT a i ■ . .! t a CENTER LINE El FENCE LINE FLOWLINE t Al X ♦.' " � F ■tF D >= ...., :'! E:•t '*`• [ ., 4 4L 4y r„y .. t A■IrYlrIY'" f ! y 1 !� S�c � ! �♦■i■■ r e a iXf � .ri.fh� t,,,i #, ';r i ew■■ KA ,a• }• . I _ n� �.,,,� I I -.+s 44, a{ i j ',. 1 C *♦flllr#. PAMPAS DEL CIELLO, LLC. Is SITE ACREAGE. 0.56 ACRES PISTURBED AREA. 0.36 ACRES SPR NOIN: 1 8m04O5 SHEET INDEX. TS: TITLE SHEET A-1: SITE PLAN C-1: GRADING PLAN C-2: SECTIONS HC -1 - HANDICAP DETAILS HC—�.- HANDICAP DETAILS r. ADING NOTES !w CITY OF BAKERSFIELM LEGAL DESCRIPTION PARCEL MAP 10606, PARCEL 45. APNONI 499-,583,-12 BENCHMARK MONUMENT IN LAMPHOLE AT THE INTERSECTION OF NATHANIEL WAY AND PAMPAS LN. — SEE MCINITY MAP FOR LOCATION. ELEVATION= 338.44 J'4'CONNECT TO SEWER PROVIDE SEPTIC SYSTEM PER GOVERNING AGENCY STDS VERIFY SOIL TYPE PROVIDE BLDG PAD ADEQUATELY PREPARED FOR ITS INTENDED USE ALL 3 It VVU-�K. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ANYCONSTRUCTION RELATED USE OF OFF—SITE LAND. r_ir A A ww THE BEARING OF N. 89*02'29" W., SHOWN AS THE R AS PARCEL ` i r# RECORDED S . PARCEL '! A■ A PG. 23, O.R., WAS USED AS THE BASIS OF BEARINGS FOR PARCEL MAP NO. 10606. MID—SEC.. AND COPPER TAG IN L.H. 27 E T. i s STATION 9+85.04 l Arill I /: • 121111 �..,.-�SITE BEN HMARK ....' .. .r ' DRIVE 5T ■ ■ i C EXISlING f. ` i I ...:.. MID—SECTIONSITE SCALE: NTS MID -SEC. 22 CONC. PAONT. AND COPPER TAG IN L.H. T.30, R, 27 E � STATION 3+50.03 'ID—SEC. 22 CONC. MON AND COP ■i PE111! j R, STATION 0+00.00 JULRECEIVED ERSFIELD 9.Lu D >= UJ • a i ■ . .! t a Lu A. J . i" ■ r t a J ■ a J X ' ! i •. i ! ■ i,- - k , ". r e i : i :.. r � �, r i,. i a y u. CAZ � ',,. J i ■ i � i „ , i i ■ ■ i •, ,� � X � i i � ,■ � t ! J � r: J � N.FUJ t � i � i t ! � � � �',,. y� i r i Ir 44 ■ ! 0 um o N to : . ■ -. ,,■ i, M � �,,, ■ r ■ # � � f r i - � 1 r � i � � i, MI r-° .r �,' � ■,,: ; t f � � � • ',,w i � � ■ i .. r ry w, � ■ r r is i M 11■ r t ya t :, M ',: i r a >• t .R,: M a ',, X :■ k ■ i i i ! a a i ■ ■ a a J 1 t a r ■' J J i ■ i t a t t y i k '■! t a .M i . ■ i �It t .. a ■ .,, 'a..... ', � ! i � �,,,, - ■ ■ i i a •- X i a - 111R' IR w,,,, ti...... � � I . . ■ k J J i i ■ i tMoll :. ■ ',: ... - r J ■ r llr ■ J ■ ■ * ■ r ■ t OTAIN 12; �. ■'r ■ r t w i y i y ■ . X, k y i y w w t ■ ■ ■ s r ■ : � r � i � •. � i � 111 :. i w: , J t r ! # ■ i i ! t a J i' r . ■ i J i i w t a i t a• � : � t � a Mf y r ■ .. a r • k , ■ ■ i r 9.Lu D >= UJ C= Lu LLJ 11N� .uj ..,..r. u. CAZ uj N.FUJ C4 Ir 44 cf) 0 um o N to LLf MI r-° .r �h. THESE PLANS i t a A,..■: ■ i ■ . ARE BE CONSIDERED t . PRELIMINARY i ■ t i, "WET STAMP & BOTH SIGNATURE" FROM 'i ',: THE ENGINEER ., ■ r,. AND t APPROVAL ■r.,..t a i,: NTH A "WET STAMP & FROM SIGNATURE" LOCAL GOVERNINGAGENCY ARE PRESENT. r r 40 EXISTING SITE PLAN N SCALE: 1 10' r m 7. Lu co, D '. >= w X`q� L) LiLl Lu . tea.•=•" : _``'.-e::. UJ ■ I,,,,. UJ 4 UJ N .,... cl) LL Lo i II t i �e THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE CONSIDERED PRELIMINARY UNLESS A "WET STAMP •.,, ENGINEERSIGNATURE" FROM BOTH THE OF A r #. AND A APPROVAL STAMP WITH A "WET STAMP & SIGNATURE" FROM THE LOCAL OVERNING AGENCY ARE PRESENT. Mg - =now • - , ' - • 0 , ' i 1 N00.59'09"E ......................,�, 0 1 1 i 135.22' R 1 • 0.08 N00.59'09"E 1 0°°°°°° °0°0°o° o°o°o°0 5 +M • , 0000000 0 i 000000O00°°O° O00 00 00000°�°0000Q000oo o ooo / Q °°o°°°0°� O00 0O°o0 O°O°O0o q 0°°o°° / . 4 0°00o 000°°000 1 1 4/ 4 1 50.93 4 4 • 4 4 14 4 • 44.42 1 i d X44• - d J � / 4 4 1 ,q / 4 i Q ;, , 4 i 5 J/ 1 ct 4, 4 14 4 4 i LEGEND: °°0000 o.0 000000a0o O O ° O O O°O°O 0000000 0000o°0o0°0000 , • PROPERTY LINE oo °°°°0000 J ° o ° CENTER LINE °°°0000° o°o°o° 0 O O °0000°°° Q d J 4 a / °0°O°0 o°o°a° °0°0° °000000 / © LOT 4 5 ' . 000�oa °000000000000 EASEMENT _ — o °v° o°o°o °000 i 0000 °0000°°° ; i FLOWN LINE /Q . d 4 4'MINJ 4: • d � 1 4 8'x10' INSIDE DIMENSIONS c� w 11' CONC. REFUSE oi 0 ® = PARKING STALL # 0 4 4' CONTAINER PAD ONLY J. o .n PL = PROPERTY LINE o W/6 DUMPER CURD PER v 0 I o FL = FLOW LINE � 0 4 C.0•8. STD. ST -25a 4 z TP = TOP OF PAVEMENT / NO FENCE REQUIRED) i TC = TOP OF CURD 2% a i TOC = TOP OF CONCRETE MAX 4 c 4 • TYP = TYPICAL /. ° °� 4 / 4 ' 4,7 d < 4 IA GATE z 1 i ACCESSIBLE PATH OF TRAVEL (4' MINIMUM 4. a WIDTH, <5% SLOPE IN DIRECTION OF TRAVEL, 26.% w � Cn i <2% CROSS SLOPE) Q - � D 1 w NEIN INTERNATIONAL SYMBOL OF ACCESSIBILITY z 01 -16O AS PER SHEET HC -1, DETAIL 1 4a 4 - z • - .oma � � ..� i NEIN ENTRANCE TO OFF–STREET PARKING SIGN i O AS PER SHEET HC -1, DETAIL 2v A x 1 91 d' v TS W , I- • NEIN SIGN "RESERVED" FOR H.C. VAN ACCESSIBLE PAYMENT SECTION z O AS PER SHEET HC -1, DETAIL 3 r CONCRETE OVER i ACCESSIBLE STALL SIZE/MARKING AS PER SHEET Jr NATURAL COMP. TO > d 4 `� 4 i �I • HC -1, DETAIL 6 Q / O I w 1 iTRUNCATED DOMES MARKING AS PER SHEET ! ~I •° ' A �r w O NEIN / TS � i HC -2, DETAIL 1 4 • / 4.i _ "a 1 i d 18.00 'MIN : f s , IN a 40 i 3 /) 1 .$ F �,x E 4. 4 --J1 4 j I i NEIN 4" CONCRETE SLAB 1N/ #4 � 4 1 0' i 0 18" E.A. WAY � I •o o co z C7 1 i C- _ ° DETAIL 1 SHEET C-2 d l � " 4 • cel 1 �. 00 4 / 6" CONCRETE OVER 12" NATIVEgp " �D `' i COMPACTED TO 90% R.C. PARKING o 7 UG 4 / J / w / 3 ,f : r 5.50 " `� 4 4 i C 4 Q r ° • 4 d J/ a 4 _4144 4 I �f C _ — I -- EXISTING PUE ptyl JJ 1060( -- -- -- -- -- J.I / ° 2 PEDESTRIAWALKWAY—EASEMENT ' o 1NALKWAY EASEMENT 5.50 t STUB OUT 4 d '-._ ---------- — -- -- — 0000°°° �°�°o°o <�.,as� 0000 i °° � „ � FOR FUTURE USE �°�°�° PEDESTRIAN WALKWAY EASEMENT oo '°�°°° • n 0000° �y • t 0000°°°°° o°°°°°° x .rrN z °O°O°O 00000YT 0 • "'� - 1 � Y � 6 I 0000000 0000000 �& •t� � `.-`X. t 0000°o — .�� _ o° / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 , ° ° o 0000°° 000 EXISTING R W 000 000 �°o°o°o ��� • � � • 0 0 0 0 0 0 ?� � o 0 o dV) ,i�f!/+i 0 0 0 0 0 00 •• `• Y 1 0°0°00 0°0°0° O o 0 0 • • ` h 0 0 0 0 0 o ' • °000000 0°°000 ; ✓ `� fi'�`�-„ � � • t� • I, - °0°0°0l 0 0 0 0 0 0 0 0 0 ` o° • °°° °°o°o° ° vx 0000 , oo ° ° 0000 0000°°°°° 00°000° 000°°° 0000°°°o° °°°o°°° 0°0°0° 0000000° 0000°°o ° 0000000 °o0000 000°o00 °000°oo °o° o °°0°0°0 0000°°°°o °0 ® 0°0° � °0°0°0° °0000°°° 0000°°°°° 0000°°°°° °O°0000 000000 , 000°O°0 1 000°000 °o°o°° a8. °o°°°°° (10 °o°°°°° 0000°' M 000o0oo 000°000 00°°00° o°o°°° _ 0000°°°°° V— 0000°°°° o„o„o„ o„o_o_o i i I i i mom 4000mon i i i i i i � 3 N Lo N I� O O Z J N a• a EXISTING LIGHT POLE I #622CM EXISTING FIRE HYDRANT s ®---.— 84.88 ! i 1 1 � 25.00 JF � I ' I 80.00' NATHANIEL WAY � `C . 135.51' R S89°00'51 "E — — —' -- — — — — .-- -- - — S89.00'51 "E 10' 20' 40' SITE PLAN N SCALE: 1" — 10' •� �o�� CITY RECORDS NO. m 0 UJ co D >= UJ m ,� : ,= 4 (a) Lij CC 'i Lu• o umLLJ 1= . o cr) LL z� 0 • THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "INET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP NTH A "LIVET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. Q,� FESS/ANC C* G G W 4601 .12/31/20 CIV11. OF CA A�lml OF SHEET 10 20' _ 40' SITE PLAN N SCALE: 1" - 10' ��t�-- / 0 ( 00 CITY RECORDS NO. FESS/�� rn uj 46 79 n %P /31 20 FCivil. OF CA SHEET OF SHEET �r II UJ ca itD UJ .c >=0 < uiuJ .. z �- ljX LL ui u.e- cl) LLJ 0 LL Z - Lo uJ /. 1 OLL I -: - ■ THESE PLANS ARE i FOR CONSTRUCTION AND ARE • BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP i. t SIGNATURE"• • THE ENGINEER OF RECORD AND ` APPROVAL STAMP NTH A "WET STAMP i. SIGNATURE" THE FROM LOCAL GOVERNING AGENCY ARE PR FESS/�� rn uj 46 79 n %P /31 20 FCivil. OF CA SHEET OF SHEET 0.17 45.00 25.46 15.00 13.05 2 HOUR - FIRE WALL N 2 HOUR - FIRE WALL DRIVE ISLE E PARKING ISLE PUE _ 4•.05 ol 5.50 WALK WAY SCALE: 1" - 5' 18.00 38.00 ! 18.00 , PARKING ISLE DRIVE ISLE NEW CONCRETE PARKING LOT 6" CONCRETE PARKING ISLE � it O NEW CONCRETE o b� N I PARKING LOT 1 6 CONCRETE 2.5% 2.2% 1 k .h w• v . t t• •M' ! � t• n v e' �"'`,t,•:-"a. i-,t+s moi•,%t'�.�.;.�?.S'�'�.M..�* �s''y,4{,:�+. 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't,« : ?4t`• = 7r:.'s--'ia?•: • :'iF �i•• .;+ i• T, • r .. . i • � t r r- y ,+5�+''f' :''k''� ►"� a• •�4`!�'�"•! f `0'.•s'� . s b�•6". e..•7A r t . r aty. `•f„i s.l.A ^l�•t .%�•t. •'+� �''iit t � r •;,pt • ✓ ... , v •...• y t .�.. •a. {• :i1 'r • ' ; : a•`i� er. .i.a►tb' t «is � «,flit •�9' � 4 •:"i 4 «A ".Y.:� 'v:•c .!tM !f. .. _ `+Y• • .�•. vy' '•a'�;�"�1S Y �.St'• ;t '• 'J�+•...� y-�1,,, .�!t,�.�r ..t�. ., .Sia•�J'.i'i. .�. .s" M!• � � h � {1i .t L��,• R i= ,: t t .yam �.y4 •3i!x, s� dCc� •• Y r ,, t :. f�, t". k.. Li`�S' f'f>:" � �y, kt?��`� .w'�'''. ^sr�� h�a "'ir_ '`�'• �:!•�k• .,�,i.."Yf'+� 5 � ..*iy„ •�.•..,.:Esfi:K .�#L"�tr.r,.tilrs• +i„'•i�2 fwi :+i. r?•r y. '•7•.� �!a?;'r2'�`"3 ir. .iHs:+i� �?r c k, s.��..�. ar .r 't:�"'� •�':'�+9L? 1s +..1'a \;a+ r'C4`' :.tiri.�shS»!'a aetx• "+. t �N : 's'S. .�.f ,.4i+'C�`•'�«'• '� �' � !�•��"• ''` t�i'C��-1' i!�."4 ••� 0(•:.K�tis:ni r ^S YrtA +t?•. K..LI��L .•S'�S J.•�i•s J't i t3 .} •s �I III 1.1- ATI VE I I I COMPACTED TO 90�' iUJco SECTION "B" N 5.0 WALK V� 25.4.4 10.54 SCALE: 1" - 5' 1 1 5' 10' 20' SECTION licit SCALE: 1 " - 5' 000 000 00of 000 �)o0i 000 5.50 5�c G � it O 2% b� N 1014 C-nign 0 °�' �� Tyr >� � oc 00000 00000000 000 5% 0000000000000 000c -..-- 00000 00000000 000 C� 0000000000000 000c 00000 00000000 000 00000000000000000c 000000000000000000 .o 5.00 0 THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO DE 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 Al:PNrY ARF PPPgPNT FESS/64., l AN 5' 10' 20' C 4.60 cet /20SCALE: 1 5' C AL�� �.� LDoL CITY RECORDS NO. SHEET C�2 OF SHEET �I iUJco D 0 >= UJ ull Lu . -em r Lu ui c he �-. um o Lo LL i tom, THESE PLANS ARE NOT FOR CONSTRUCTION AND ARE TO DE 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 Al:PNrY ARF PPPgPNT FESS/64., l AN 5' 10' 20' C 4.60 cet /20SCALE: 1 5' C AL�� �.� LDoL CITY RECORDS NO. SHEET C�2 OF SHEET �OTL 0 -a. 80-16 I . ROSION & SEDIMENT CONTROL CONSTRUCTION NOTES j LEGEND: ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER I PROPERTY LINE • BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM • I CENTER LINE C1 CONSTRUCT SEDIMENT BARRIER ALONG WESTERLY, NORTHERLY, EASTERLY, AND SOUTHERLY EXTENTS OF CONSTRUCTION, EXCEPT DRIVE APPROACH. PER DETAIL H, I, OR J — SHEET BMP -3 ! I EASEMENT LINE © STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TR -1 FROM CALIFORNIA I FLOW LINE STORMWATER CONSTRUCTION HANDBOOK MINIMUM DIMENSION 25' LONG X 15' WIDE, PART OF WHICH . MAY BE CORRUGATED STEEL BARS. I CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE DETAIL E — SHEET BMP -2 © CONSTRUCT CATCH BASIN/INLET PROTECTION IN ACCORDANCE DETAIL A — SHEET BMP -2 I T ! © EMPLOY EROSION CONTROL PRACTICES IN ACCORDANCE NTH DETAIL D — SHEET BMP -2 IN AREAS OF CUT/FILL i I R AND EROSION STORMWATE NOTES: 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 PERIODS OF IMMINENT RAINFALL (EXCEEDING 40 PERCENT PROBABILITY). NECESSARY MATERIAL I w SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID �' • o DEPLOYMENT OF BMP'S WHEN RAIN IS IMMINENT. o 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY o I .to THE PROJECT ENGINEER WHEN THEY ARE DEEMED TO BE NO LONGER NECESSARY. °' . z 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 I 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. I 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 I DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO DRAINAGE CONVEYANCES. j 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. M 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. i o I i i I ° °° • 0 - o°o�o o — — ----' — — o°o°o°o o°o°o°o ooog o°o°o°o o°o°o°o o o°o°o°o o°o°o°o o°o°o°o 000000o 0000000 e ��� • e e • ��. • e �� • e . �� °O°O°O° °000°00 0o00000 • • e • • e • �� o000o00 0°o000 oo 0 0 0 0 0 0 0 I o°o°o°o °o°o°o No., o 000000 0 0 0 0 0 0 o o°o°o°o °o°o°o o°oo °o°o°o 0000000 0o0o0o °°°°°°° o,°,o°o°o °o°o°o I Ip 0 N00.59'09"E GATE • 111111 111V_Y• III � • '� lT(ED 0 i i i -f I I I I I I I I I I I I I I � i • i 0000oo r r r ® • o° O 00 00 000000 °000°° o° 00000o° / 0 o° �0. • �� I I I i 1 �;+ NATHANIEL WAY I 80.0o R `C . 135.81' S89.00'51 "E S89.00'51 "E _ 2.5' 5' 10' Y -- SITE PLAN SCALE: V,,= 3r �v� CITY RECORDS NO. ��.lo c vi l�OFF CA��F���\� SHEET Bmp�l OF SHEET 'II A's i THESE PLANS• E NOT FOR CONSTRUCTION ARETO BE PRELIMINARY UNLESS A "WET STAMP i. ..... SIGNATURE" FROM BOTH THE ENGINEER OFRECORD • , P.R• ♦ STAMP ANDA APPROVAL NTH A "WET STAMP i. SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. ��.lo c vi l�OFF CA��F���\� SHEET Bmp�l OF SHEET BEST MANAGEMENT PRACTICES BMP9s G'enerGI No tes 1. Best Management Practices (BMP's) contained herein reflect the minimum requirements Alternate methods providing equal or greater protection may be utilized. For in depth information on OUP's refer to the California Storm Water BMP Handbooks, ovailable at www cobrnphondbooks. corn, California Department of Transportation Construction Site BMP Fact Sheets at www.dot.ca.govlhq/construclstormwater/fcctsheets.htm, and/or USEPA BMP Fact sheet @ http://cfpub.epo.gov/npdes/stor,-nwater. 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 Notional 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. Identify potential pollutant sources and include the design and placement of BMP's to effectively prohibit the entry of pollutants from the construction site onto the street and/or into a storm drain system during 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 mode immediotely. 4. Non--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 (RWQCB). 6. Pollutants shall be removed from stormwater discharges to the Maximum Extent Practicable (MEP) through design & implementation of the SWPPP. 7. A standby crew for emergency work shall be available at all times during the wet weather season, which is typically Oct I through May 30. Necessary materials sfia// be available on site and stockpiled at convenient locations to facilitate rapid construction of emergency devices when rain is imminent. 8. Portable sanitary facilities shall be located on relatively level ground away from traffic areas, drainage courses, and storm drain inlets. 9. Employees, subcontractors and suppliers shall be educated on a// BMP's including concrete waste storage and disposal procedures. 10. Sediment contra/ practices sha/l effectively prevent o net increase of sediment load in stormwater discharge. Sandbags/Gravel** bags to Back of sidewalk overlap onto curb Catch Basin 0-11 _$ ...rk Direction of flow L * Spillway elevation shall match top of curb Plan Sandbags/Gravel** bags stacked tightly **0rave/ shall be 0.4 to 0.8 inch in diameter, and shall be clean and free from clay balls, organic matter, and other deleterious materials Curb inlet � a ,'�°�° . Spillway L� r Sidewalk D = 12" Min. H =_ 8"Min, ,'` Catch Basin L 36" Max. SECTION Notes: 1. Catch Basin/Inlet 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 hillside v -ditches and misc. drainage swoles. 5. Inlet protection shall be inspected and accumulated sediments removed. Sediment shall be disposed of properly and in a manner that assures that the sediment does not enter the storm drain system 6. Damaged bags shall be replaced immediately. 7. Additional sandbag sediment traps shall be placed at intervals as indicated on site plan. - A' ''IYA,'.IN1_IN. _FT -PROTECTION '�''.�T.�ON �...�: r� R06j16/2003 COUNTY OF KERNevisions DATE: 06/16/2003 COUNTY OF KERN NPDES BMt` PLATE NO. Dote Desc NPDES BMP DESIGNED BY: STATE OF CALIFORNIA 5/12 wur DESIGNED BY: STATE OF CALIFORNIA DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION E-3 DRAWN BY DEVELOPMENT SEDIMENT AND EROSION ll CHECKS BY: STANDARD CONTROL CHECKED BY: STANDARD CONTROL tr Gr Match Existing Grade Crushed aggregate greater than 3 inches but smaller than 6 inches. Filter fabric Original 66' Oo O grade 12 inch minimum, unless otherwise specified by a soils engineer. Aggregate can be placed on original grade or subgrade. SECTION B -B NTS NOTE: Construct -�� sediment barrier and U :M channelize runoff to r_' sediment trapping device as needed or tour times the circumrerence OT the largest construction vehicle tire, whichever is greater PLAN N7_S_ TYPE 1 GRAVEL ENTRANCE f EXIT Paved area* 'Corrugated steel panels Original grade SECTION A- A NOT TO SCALE NOTE: Construct sediment barrier and channelize runoff to sediment trapping device so"ant trapping device 9L i5 `t ti A C-2 Q c4 STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE: 03/1x/23 COUNTY OF KERN Date Desc NPDES BMP PLATE NO. 5112 UVATE DESIGNED BY: STATE OF CALIFORNIA DRA "B Y: DEVELOPMENT SEDIMENT AND EROSION BMP CHECKED BY: STANDARD CONTROL C 0 r PLATE NO. BMP A Corrugated steel panels* A 12' min or as required to accommodate anticipated traffic. Existing paved *If entrance is not paved, either relocate entrance* the steel panels , to edge of pavement or place Type 1 crushed aggregate. PLAN NTS TYPE 2 ALTERNATIVE ENTRANCE/EXIT use of corrugated steel plates, shaker plates, rumble plates, etc. STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE: 03/3x/23 COUNTY OF KERN PLATE NO. Date Desc NPDES BMP 5/12 L"ATE DIMMED BY:. STATE OF CALIFORNIA ORA" BY:. DEVELOPMENT SEDIMENT AND EROSION B M P Big CHECKED BY: STANDARD CONTROL C-2 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 up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehic/es 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). B EQUIPMENT AREAS Revisions DATE: 06/16/2003 COUNTY OF KERN Dote Desc NPDES BMP PLATE NO. 5/12 UPDATE DESIGNED BY: STATE OF CALIFORNIA DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BMP B BH CHECKED BY: STANDARD CONTROL Straw Mulch Hydroseeding Hydraulic Mulch Geotextiles, Mots, Plastic Covers and Erosion Control Notes. 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 temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buf,'er strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from October I thru May 30 and on ad disturbed areas during a rain event or potential rain. J. Stabilization practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices sholl 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/ocre. Mulch must be anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, 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 1 to 2 tons per acre. 9. Geotextiles, mats, 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. Typically overlap of geotextiles/mats edges is 2 to 3 in. and stapled every 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. oport. D L-7r?OSION CONT)? -0-1 Revisions DATE: 0S/16/2003 COUNTY OF KERN Dote Desc NPDES BMP PLATE NO. 5/12 UPDATE DESIGNED BY: STATE OF CALIFORNIA , DRAWNS r DEVELOPMENT SEDIMENT AND EROSION CHECKED BY: STANDARD CONTROL U11 - Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Sediment deposited on the roadway must be swept upimmediately and may not be washed down by rain or other means into the storm drain system. See Type 1 and Type 2 details. 2. Stabilized construction entrance shall be: a. Located at any point where traffic 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" ond%r min >3" 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 all wash water can greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. a. Remove a// sediment deposited on paved roadways immediotely. b. Sweep paved areas that receive construction traffic whenever sediment becomes visible. c. Pavement washing with water is prohibited if it results in a discharge to the storm drain system. (C) STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE• 06/16/2003 COUNTY OF KERN p Dote Desc NPDES BMP PLATE NO. 5/12 UPDATED DESIGNED BY: STATE OF CALIFORNIA DRAWNBY: DEVELOPMENT SEDIMENT AND EROSION B BH MP C ----------- --- _1 CHECKED BY: STANDARD CONTROL NO. DATE 0 Kflh as required I I o- to accommodate 0 anticipated traffic Z (12 foot min width) i= c4 STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE: 03/1x/23 COUNTY OF KERN Date Desc NPDES BMP PLATE NO. 5112 UVATE DESIGNED BY: STATE OF CALIFORNIA DRA "B Y: DEVELOPMENT SEDIMENT AND EROSION BMP CHECKED BY: STANDARD CONTROL C 0 r PLATE NO. BMP A Corrugated steel panels* A 12' min or as required to accommodate anticipated traffic. Existing paved *If entrance is not paved, either relocate entrance* the steel panels , to edge of pavement or place Type 1 crushed aggregate. PLAN NTS TYPE 2 ALTERNATIVE ENTRANCE/EXIT use of corrugated steel plates, shaker plates, rumble plates, etc. STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE: 03/3x/23 COUNTY OF KERN PLATE NO. Date Desc NPDES BMP 5/12 L"ATE DIMMED BY:. STATE OF CALIFORNIA ORA" BY:. DEVELOPMENT SEDIMENT AND EROSION B M P Big CHECKED BY: STANDARD CONTROL C-2 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 up spills and leaks promptly with absorbent materials; do not flush with water. 2. Vehic/es 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). B EQUIPMENT AREAS Revisions DATE: 06/16/2003 COUNTY OF KERN Dote Desc NPDES BMP PLATE NO. 5/12 UPDATE DESIGNED BY: STATE OF CALIFORNIA DRAWN BY: DEVELOPMENT SEDIMENT AND EROSION BMP B BH CHECKED BY: STANDARD CONTROL Straw Mulch Hydroseeding Hydraulic Mulch Geotextiles, Mots, Plastic Covers and Erosion Control Notes. 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 temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buf,'er strips, protection of trees, or other soil stabilization practices. 2. Soil stabilization shall be implemented on all inactive disturbed areas from October I thru May 30 and on ad disturbed areas during a rain event or potential rain. J. Stabilization practices shall control/prevent erosion from the forces of wind and water. 4. Stabilization practices sholl 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/ocre. Mulch must be anchored immediately to minimize loss by wind or water. 6. When using hydroseeding/mulching, 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 1 to 2 tons per acre. 9. Geotextiles, mats, 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. Typically overlap of geotextiles/mats edges is 2 to 3 in. and stapled every 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. oport. D L-7r?OSION CONT)? -0-1 Revisions DATE: 0S/16/2003 COUNTY OF KERN Dote Desc NPDES BMP PLATE NO. 5/12 UPDATE DESIGNED BY: STATE OF CALIFORNIA , DRAWNS r DEVELOPMENT SEDIMENT AND EROSION CHECKED BY: STANDARD CONTROL U11 - Notes: 1. Sediments and other materials shall not be tracked from the site by vehicle traffic. The construction entrance roadways shall be stabilized so as to prevent sediments from being deposited into the public roads. Sediment deposited on the roadway must be swept upimmediately and may not be washed down by rain or other means into the storm drain system. See Type 1 and Type 2 details. 2. Stabilized construction entrance shall be: a. Located at any point where traffic 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" ond%r min >3" 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 all wash water can greatly improve efficiency. 4. All vehicles accessing the construction site shall utilize the stabilized construction entrance sites. a. Remove a// sediment deposited on paved roadways immediotely. b. Sweep paved areas that receive construction traffic whenever sediment becomes visible. c. Pavement washing with water is prohibited if it results in a discharge to the storm drain system. (C) STABILIZED CONSTRUCTION ENTRANCE/EXIT Revisions DATE• 06/16/2003 COUNTY OF KERN p Dote Desc NPDES BMP PLATE NO. 5/12 UPDATED DESIGNED BY: STATE OF CALIFORNIA DRAWNBY: DEVELOPMENT SEDIMENT AND EROSION B BH MP C ----------- --- _1 CHECKED BY: STANDARD CONTROL NO. DATE V a Uj O u cc Uj THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS A "INET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "INET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWQ. BY CHIVD BY DATE JOB NO. FILE NO. 10 FESS/p� AN p s F W 4 n 12/31/20 C1I TF OF SHEET BMP�2 OF . £ SHEET Containment 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, F CONCRETE WASTE MANAGEMENT Revisions DATE: 06/16/2003 COUNTY of KERN Dote Desc NPDES BMP PLATE NO, 5/12 Lmim DESIGNED BY: STATE OF CALIFORNIA DRAWN � Y: DEVELOPMENT SEDIMENT AND EROSION BMP F CHECKED BY: STANDARD CONTROL OF Straw barrier Max reach 30 ft A -w- Straw borrier Cross barrier A Toe of slope o o U PLAN bedbock varies NTS Slope 2"X 2" Wood stoke Straw bail on outside Straw boil barrier Straw boil on inside Toe of Straw bail on outside slope c 4 E ' END DETAIL NTS Straw bail barrier A -- A N A straw bole barrier is a temporary linear sediment barrier consisting of straw bales, designed to intercept and slow sediment laden sheet flow runoff. Straw bale barriers allow sediment to settle from runoff before water leaves the construction site. End Detail lVo : 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. S 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 qua/ity 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 0.256c/100 ft. 11. Limit the slope length draining to the straw bale barrier to 10011. 12. Slopes of 2,T or flatter are preferred. 13. If slope exceeds 10Z, 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 strow 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 #r BALE BARRIER Revisions DATE. 03/ 19/2012 COUNTY OF KERN PLATE N�. Date Deso NPDES BMP 5/23 OMTE DESIGWE-0 BY: STATE OF CALIFORNIA KH DRAWN BY: Y DEVELOPMENT SEDIMENT AND EROSION BMP J CHECKED BY. STANDARD CONTROL GF Absorbent Cleanup Material FUEL Bermed Containment Area Impervious SurfaceAining Notes: 1. Fueling shall be performed in a designated area, away from drainage courses. 2. Absorbent cleanup materia/ shall be on site and used immediately in the event of a spill. J. Drip pans or absorbent pods shall be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. 4. Dedicated fueling areas shall be protected from storm water run-on and runoff, and shall be located at least 50 feet from downstream drainage facilities and watercourses. Fueling must be performed on level -grade areas. 5. Protect fueling areas with berms angor dikes to prevent run --on, runoff, and to contain spills. G VEHICLEI EQuIPJfENT F&ELINC Revisions DATE; 06/16/2003 COUNTY OF KERN Dote Desc NPDES BMP PLATE NO. 5/21 IBX DESIGNED BY: STATE OF CALIFORNIA KH DRAWN Y: DEVELOPMENT SEDIMENT AND EROSION SH CHECKED BY: STANDARD CONTROL BMP G OF Silt fence constructed along level contour -- -- 26'---- Maximum slope length Maximum tributary area .25 acre/100f of fence. ------- -----'"" Filter fabric -\\ Typical contours -'' Flow (used for 0 illustration ' purposes only) _.._ - - - 24' ------- - - 22'-.-. S", mina Maximum .. Turn last 6' of - width=500 \ fFilter fabric fence up-slope 6" Silt fence min. 2"X2" wooden 2"to 4" post 0 10' o.c.(max) o aE --Compacted r backfill 18" Notes: 1. Construct the silt fence along . a level contour. 2. Silt fences shall remain in place until the disturbed area is permanently 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 around the fence. 5. Leave on undisturbed or stabilized area immediately downslope from the fence. 6. Do not place in live stream or intermittently flowing channels, 7. When standard filter fabric is used, a wire mesh support fence shall be fastened securely to the 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 stakes shall be driven to a depth of no less than 18 inches from surface. SILT FENCL-i7 Revisions DATE: Dote Desc 06/16/2003 COUNTY of KERN NPDES BMP PLATE NO. 5/23 UPMTE DESIGNED BY: STATE OF CALIFORNIA DRAWNB Y: DEVELOPMENT SEDIMENT AND EROSION BMP H CHECKED BY: STANDARD CONTROL OF Fiber roil slope $" min J"x J" wood stakes max 4 ft spacing ENTRENCHMENT DETAIL N.T.S. y� �o rr I y ,rjri4'i Note: y ,rr,4'i44 Install fiber roil along o level contour. ,.riri"'✓r rrrrr y rrrrr r,¢ri4rirrr JI �r�rrrrr'rr� r r y y Fiber rolls _V r,rr r a r.+rr r Vertical spacing measured along the face of the slope varies between 10 ft and 20 ft y � IV Install a fiber roll near slope where it transitions into a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S.l Notes: 1. Place along the toe, top, face, and at grade breaks of exposed and erodible slopes. 2. Place on the down-slope of exposed soil areas. J. PlGco 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, J" X'; shall be used to secure the fiber roll to the ground surface. Stakes shall be o minimum length of 24 inches and driven a minimum of 12 inches. 12. A single -stake installation requires the stakes to be placed no more than 2 feet apart 13. /f more than one fiber roll is placed in a row, the rolls shall be overlapped, not abutted, a minimum of 1 foot. jFIBER ROLL Revisions DATE: Date Desc 03/19/2012 COUNTY OF KERN 6/23uID+tr DESIONED BY: STATE OF CALIFORNIA KH DRAWN BY: DEVELOPMENT BH CHECKED BY: STANDARD cF NPDES BMP SEDIMENT AND EROSION CONTROL PLATE NO. BMP NO. DA'L'E a LU ILL LU ov THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS A "INET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP WITH A "INET STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. DWQ. BY CHIVD BY DATE JOB NO. FILE NO. e�pf ESS/ AN 0%9 m ce- /31/20 SHEET B m MP lmftl M iiiiiiiiij OF £ SHEET 45) wei kc aun CIf1FW91 KC CHdI 1 NavF A I:nNTP1l1C1lIS rnmaaoN SURF CEI NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 1E SYMBOL CONTRAST 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 FEET. EXCEPTION: WHEN BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS,. OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48 INCH, CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES. r GRATINGS: WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF moo$ a CONSPICUOUSLY STATES THE FOLLOWING NOT EXCEED 6 IN LENGTH OR 6 IN HEIGHT.S-2' v • 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' -le TO �14 "UNAUTHORIZED VEHICLES PARKED 01`I DESIGNATED STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT: OR BY OUTUNING A PROFILE VIEW 7•) RAMPS NTH 0 BE RESISTANT OT GREATER ARE ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING NG OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC z 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. s RAMPS PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT - MI S `A 6" MIN HIGH WARNING CUR® OWNER'S EXPENSE. TOWED VEHICLES MAY BE HAN(N AP ARKINc --.0 SIGN I�)o�ARKI�c 'C4' `"' 4' UI MORE R DROP RECLAIMED AT SIGN �TYP.� � � �-� ��' � � cTION �_ REQUIRES RAISED CUR® Si BUMPER OR BY TELEPHONING c Mf-AR3 �' OC�ol --- oR ooTI ax�B am » _ OR C09�C. CURS �' LOCATION '� "�I,,� EXTERIOR HAZARDS: ADJACENT HAZARD MAXIMUM SLOPE 21f; ILART COLOR / FINISH AND CONTRAST: SHALL COMPLY VAN � (ALL 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 � ��,,�u�E " VAN VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE (SEE DETAIL 1/HC-1) X;r�i°siiRFAA)JOIN T. S6' 0 VAN SPACE IDENTIFIED BY CURBS PROJECTIHANDRAIL G AT DR fLAlSTPROVI EDS N CURB HEIGHT IS REQUIRED WHEN ARGU DESIDEWALK RAIL SS PROVIDED CENTERED 2BLIND INC ES MINIMUM AND DROP TRAFFIC WAY SEE DETAIL 1 C-2 OFF. WHEN A GUARDRAIL OR AN A Q ®NO "- 35" (TYP.)) ���• SYMBOL (TYP) INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. ' N TYPICAL SYMBOL 11B-303.5 * BLANK SPACES ARE APPROPRIATE INFOMATION 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 1OS" MIN. OC" SIN. PROPORTIONS ANY WALK EXCEEDS 1 VERTICAL TO 2 HORIZONTAL (5 PERCENT GRADIENT) IT SHALL COMPLY WITH THE REQUIREMENTS OF PEDESTRIAN RAMPS. ABRUPT D1189 60• 96" a VAN SPACE SINGLE / MULTIPLE PARKING 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 DIAGONAL PARKING 1.) THE INTERNATIONAL SYMBOL OF ACCESSIBLITY SHALL RE 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 PUSH THE STANDARD USED TO IDENTIFY FACILITES THAT ARE ACCESSIBLE INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. (SEE DETAIL 8/HC-1) ,��- .• TO AND USABLE BY PHYSICALLY DISABLED PERSONS. LEVEL AREAS: WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD "VAN ACCESSIBLE" SIGN TO BE POSTED AT ALL SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO THE WALK, AND NOT LESS THAN THE REQUIREMENTS FOR PUSH SIDE APPROACH (SEE DETAIL 9/HC-1) WALKS WITH CONTINUOUS GRADIENTS: ALL WALKS -►,�" 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 5 ACCESSIBLE PARKING 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 MIN. TO000WHITE SHALL BE EQUAL TO COLOR # 15090 IN FEDERAL STANDARD 5950. CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURED. THE MAXIMUM PILE THICKNESS MAX. NO SMALLER THAN 70 SQUARE INCHES IN AREA AND, 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 WIITDH-TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 EXCEPTION: 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. MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE 100 -AMY 1/2" MAX SIGNS AND IDENTIFICATION NECESSARY TO COMPLEMENT DECOR OR UNIQUE WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT LONG DIMENSION PERPENDICULAR ALSO BE CENTERED ON THE WALL AT THE INTERIOR END u DESIGN WHEN IT IS DETERMINED THAT SUCH SIGNS AND IDENTIFICATION BETWEEN A WALK OR SIDEWALK AND AN ADJACENT '� TO ROUTE OF TRAVEL.�FQG ' ' ' ' ' ' ' ' ' ' ' ' ' s INCHES FROM THE PARKING SPACE FINISH GRADE, GROUND MAX. PROVIDE ADEQUATE DIRECTION TO PERSONS WITH DISABILITES STREET OR DRIVEWAY, EXCEEDING 4 INCHES INA . . . . . . . . . . . . . . ARE TO HAVE WARNING STRIPES. " VERTICAL DIMENSION SUCH AS AT PLANTERS OR PERMITTED. THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES. 12" PLUS DIST. T 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 NOSE SUCH SPACES MAY BE GROUPED ON ONE LEVEL. 12" 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 WITH THE INTERNATIONAL SYMBOL ACCESSIBUTY pIST. T =TREAD WIDTH BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND WARN THE BUND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS D1191 NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST * = EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES. 3 ACCESSIBLE PARKING STALL SIGN AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. (PAINTED STRIPS ARE ACCEPTABLE) D14.28 WARNING STRIPING & HANDRAIL EXTENSIONS 6 STAIRS (BOTTOM OF RUN) 3/4'1 PREDOMINANT DIRECTION REQUIRED WHEN A GUIDE RAIL IS PROVIDED CENTERED 3 ' OF TRAVEL SEE DETAIL 5/HC-1 FOR SIZE D1190 INCHES PLUS OR MINUS ONE INCH ABOVE THE SURFACE I NAL SYMBOL OF ACCESSIBLITY 1INTERNATIONAL INTERNAT 0 S OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT SECTION 'A 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 2.) LANDINGS ARE REQUIRED AT TOP AND BOTTOM ® ENTRANCE TO OFF STREET PARKING 1. PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. OF EVERY RAMP ACCESSIBLE PARKING SPACES SHALL BE AT LEAST 105 INCHES WIDE, (THE DEPTH SHALL BE AS DETERMINED BY THE LOCAL ENFORCING AGENCY AND SHALL 3.) PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES NOT BE LESS THAN 16'-0") 2. PARKING ACCESS AISLE SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. 3. BORDER TO TO BUILDINGS WITH OCCUPANCY LOAD OF 300 OR 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. 4.) RAMPS WITH OCCUPANCY LOAD OF LESS THAN 50) 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 -0m 5. MAY BE N6" WIDE. (HOTELS, APARTMENT HOUSES, „ 2» 1.) POST A PERMANENT SIGN 17. x 2 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) , C14 BARRIER IS PROVIDED WHICH WALL 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 1:45 (2.059) IN ALL DIRECTIONS. 6. ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN 5.) INTERMEDIATE LANDINGS ARE REQUIRED TO ENTRANCE TO OFF STREET PARKING SHOWING 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 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 AND CURB moo$ a CONSPICUOUSLY STATES THE FOLLOWING NOT EXCEED 6 IN LENGTH OR 6 IN HEIGHT.S-2' v • 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' -le TO �14 "UNAUTHORIZED VEHICLES PARKED 01`I DESIGNATED STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT: OR BY OUTUNING A PROFILE VIEW 7•) RAMPS NTH 0 BE RESISTANT OT GREATER ARE ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING NG OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC z 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. s RAMPS PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT - MI S `A 6" MIN HIGH WARNING CUR® OWNER'S EXPENSE. TOWED VEHICLES MAY BE HAN(N AP ARKINc --.0 SIGN I�)o�ARKI�c 'C4' `"' 4' UI MORE R DROP RECLAIMED AT SIGN �TYP.� � � �-� ��' � � cTION �_ REQUIRES RAISED CUR® Si BUMPER OR BY TELEPHONING c Mf-AR3 �' OC�ol --- oR ooTI ax�B am » _ OR C09�C. CURS �' LOCATION '� "�I,,� EXTERIOR HAZARDS: ADJACENT HAZARD MAXIMUM SLOPE 21f; ILART COLOR / FINISH AND CONTRAST: SHALL COMPLY VAN � (ALL 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 � ��,,�u�E " VAN VERTICAL DIMENSION, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS, OR OTHER PEDESTRIAN WAYS, SHALL BE (SEE DETAIL 1/HC-1) X;r�i°siiRFAA)JOIN T. S6' 0 VAN SPACE IDENTIFIED BY CURBS PROJECTIHANDRAIL G AT DR fLAlSTPROVI EDS N CURB HEIGHT IS REQUIRED WHEN ARGU DESIDEWALK RAIL SS PROVIDED CENTERED 2BLIND INC ES MINIMUM AND DROP TRAFFIC WAY SEE DETAIL 1 C-2 OFF. WHEN A GUARDRAIL OR AN A Q ®NO "- 35" (TYP.)) ���• SYMBOL (TYP) INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARDS EXIST. ' N TYPICAL SYMBOL 11B-303.5 * BLANK SPACES ARE APPROPRIATE INFOMATION TO BE FILLED IN WITH THE AS A PERMENENT PART OF THE SIGN 1OS" MIN. OC" SIN. SPACE/ STALL PERPENDICULAR TO DOORWAY D1189 60• 96" a VAN SPACE SINGLE / MULTIPLE PARKING NO PARKING 12" HIGH VMI sum WWIII DIAGONAL PARKING 11 2 TRAFFIC ENTRY WARNING SIGN 1/2- OPEN RISERS ARE NOT PUSH FOR SINGLE ACCESSIBLE PARKING SPACE RAMP SHALL BE LOCATED ON PASSENGER SIDE PERM) TTED (11 -504.3) FOR SINGLE ACCESSIBLE PARKING SPACE RAMP SHALL. BE LOCATED ON PASSENGER SIDE DISABILITES SHALL BE IDENTIFIED BY A REFLECTORIZED Van "VAN ACCESSIBLE" SIGN TO BE POSTED AT ALL SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO PUSH 1" MAX. ® SPACES REQUIRED TO BE VAN ACCESSIBLE, DIRECTLY BELOW ACCESSIBILITY TME INTERNATIONAL SYMBOL OF 5 ACCESSIBLE PARKING STALL/SPACE R EQ U I R E M E N S MIN. TO000WHITE LETTER SIZE: LETTERS AND ON SIGNS SHALL HAVE A co MAX. NO SMALLER THAN 70 SQUARE INCHES IN AREA AND, � WIITDH-TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 T = TREAD WIDTH MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE 100 -AMY Van AND A STROKE WITDH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10 CHARACTER HEIGHT CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO �. ALSO BE CENTERED ON THE WALL AT THE INTERIOR END u co THE VIEWING DISTANCE FROM WHICH THEY ARE. TO BE �c = EXTERIOR STAIRS ALL TREADS INCHES FROM THE PARKING SPACE FINISH GRADE, GROUND MAX. r READ. THE MINIMUM HEIGHT IS MEASURED USING THE UPPER CASE 'X'. LOWER CASE CHARACTERS ARE ARE TO HAVE WARNING STRIPES. " STR I I NG & 1-1 /4" PERMITTED. THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES. 12" PLUS DIST. T 12 MIN. LEVE OF STALL "MINIMUM FINE 1250" LOCATED AT A MINIMUM HEIGHT OF SO" TO BOTTOM OF SIGN AND IN FRONT OF EACH TREAD WIDTH MIN. DIS SPACE/ STALL PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY WALL MOUNTED SIGN PULL 60" 18"" OPEN RISERS ARE NOT PUSH 1.)EACH PARKING SPACE RESERVED FOR PERSONS WITH PERM) TTED (11 -504.3) FROM HINGE SIDE DISABILITES SHALL BE IDENTIFIED BY A REFLECTORIZED 60" 36" SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO PUSH 1" MAX. AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF FROM LATCH SIDE 000 A PROFILE VIEW OF A WHELLCHAIR WITH OCCUPANT IN Van2" 24" MIN. TO000WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL BEIss"'S's"S's4" co MAX. NO SMALLER THAN 70 SQUARE INCHES IN AREA AND, � WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A, MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE 100 -AMY SIGN TO THE PARKING SPACE FINISH GRADE. SIGNS MAY �. ALSO BE CENTERED ON THE WALL AT THE INTERIOR END u co OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60 INCHES FROM THE PARKING SPACE FINISH GRADE, GROUND MAX. OR SIDEWALK. 2.) ONE IN EVERY SIX ACCESSIBLE SPACES, BUTWARNING STR I I NG & 1-1 /4" F- THAN °IMINIMUM BY 96 INCHES WIDEE BE D MAXACCCE��s HANDRAIL EXTE SIONS SHALL BE DESIGNATED 'VAN ACCESSIBLE" ALL NOSE SUCH SPACES MAY BE GROUPED ON ONE LEVEL. OF A PARKING STRUCTURE. 3.)COR /FINISH AND CONTRAST: SHALL COMPLY THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR SHAL WITH THE INTERNATIONAL SYMBOL ACCESSIBUTY BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAS T =TREAD WIDTH (SEE DETAIL 1/HC-1) PATH OF TRAVEL SIGN 2" WIDE AND NOT MORE THAN 4" WIDE PLACED PARALLEL TO AND D1191 NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST * = EXTERIOR STAIRS ALL TREADS ARE TO HAVE WARNING STRIPES. 3 ACCESSIBLE PARKING STALL SIGN AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. (PAINTED STRIPS ARE ACCEPTABLE) D14.28 WARNING STRIPING & HANDRAIL EXTENSIONS 6 STAIRS (BOTTOM OF RUN) 3/4'1 7 . STAT RS (TOP OF RUN) 24" 1 �a�T. PULL -SIDE 10INT X PUSH -SIDE ---- co . �7 cs� NOTE: X = 12" IF DOOR HAS BOTH A`CLOSER AND LATCH FRONT APPROACHES - SWINGING DOORS 36" TABLE 1113-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL AiMNnlNC nnnRA ®Nn nATFA TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR/GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY FROM FRONT PULL 60" 18"" FROM FRONT PUSH 4.8" 0" 9 FROM HINGE SIDE PULL 60" 36" FROM HINGE SIDE PUSH 4.4"a 22'3 FROM LATCH SIDE PULL 60" 24" FROM LATCH SIDE PUSH 44"' 24" 1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED 2. ADD 4" IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE 4. ADD 4" IF CLOSER IS PROVIDED 5. ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS ,'-O" PULL -SIDE " PUSH -SIDE 4'-0" At 54 Ir-------- � I i EQ' 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 r---- --- 4" MIN PUSH -SIDE 32" I r-- -----I MIN. I _ I CLEAR DOORWAY WIDTH E NOTE: Y = 46" IF DOOR HAS BOTH 04 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 DEP'T'H g MANEUVERING CLEARANCES AT DOORS PROVIDE 6" RADIUS ® GUARDRAIL ENDS 0 sA 1-1/4" - 1-1/2" CROSS-SECTIONAL NOMINAL DIMENSION HE OR -ROK -#4 BARS CONT. EcA PIPE SLEEVE TYP. 4" CONC RAMP OVER 2" SAND BED W/FIBERMESH 4W MAX. 1-1/4" - 1-1/2' CROSS -SECTIONAL -1/2" - CROSS -SECTIONAL NOMINAL DIMENSION PIPE HANDRAIL & • M 12" -- MIN. LEVEL DIST. " 4 CONC WALK W/EXP. JOINT 12" O - x 18" DP A.C. PAVING CONC FT'G (TYP.) WHERE OCCURS RAMP 1:12 MAX. SLOPE "' A :Foltyjw: ZeZ-7�m911121W 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. . 12/31/20 c0v�Q,�����o SOF C ��� �-, �, /- o (,,/o -(", =MEOW== 0 Em 0 1 to 80 - co CD -44- 00 Lu co CD a) c 2% MAX 2% MAX E SIDEWALK x SIDE ALK x A, cr wo co < bz SEE NOTES I I SEE NOTES SIDEWALK x x SIDEWALK 04 'a CL -1-1 < 0 Im I 1 04 10 & 11 bt 1 C*4 10 & 11 49-0m 2 4!_00 < < I RETAINING CURB IF OZ 2 3 SEE MIN _,zZ7T ___ku SEE MIN NECESSARY AT EDGE OF SIDEWALK SEE NOTE 7% N. 0 1 C-4 FRONT EDGE 04 04 @ - Mo Ism I NOTE 7 .......... ................ NO [OF SIDEWALK FRONT EDGE 2% MAX oo,-SEE x < FRONTEDGE 6" TV. F L_ SEE NOTE 7 @ As C) co a) ct) a OF SIDEWALK _6 8.33% MAX 8.33% MAX NOTE 7 OF SIDEWALK Nol %.e I Z Z < 0 w 0) _E w 00 66 00 000 014) 00 0 000000 000000 F 000000000000000000000 0 0 00 00000 0000 000 00 x 000000000 x 0 00 x ....... . ro ...... W0000000 66656856-111- 665666 000000 0000 RETAINING Lu uj 00000000:m 00 000 00000000:2 0 000 z w 00000 z Ix -- 000 CURB (BOTH ::3 cr - co) c 00 0000 0 0 0000000 000000 0000000 C)col 0000000000 00000 000000 0000000000 098.000800 lcr 000008000 0000000:::iE 000 000 :2 MAX 565555 uj 6655656-0 N MAX "1 00000000 0 000 000 00 < 0000 < 00000000" 000000 0000 00000 000000 _j 0000888skloll 000 00 000000 0000 SIDES OF 000 10% M A 00888898" -0.47 0.45 2.3 2.4" IF -0 Ca lu% MAX 10% MAX 0 0000 AT CURB CURB 00 0000000 00 00 000 0000 008809088 00 00 AT CURB 0000000000008880000888888 00000000000 I%J% IAT CURB 00000 0 000000 o- 98000000 0000 oorl J 000000 00 OOF' J 000000 A 0000 00000 RAMP) T CURB 006 808880881 08888888o6 FRONT EDGE AT TOP OF SIDEWALK 04 0.9-0.92 CD A- 000000000000000 006 5556 5556665655 00.0 a nflin 04 000000 ...... cr) ------- L AT BASE cu cu IV -or SEE NOTES MIN SEE NOTES RETAINING SEE NOTES MIN FRONT EDGE 10, 11, &12 CURB 10, 11, & 12 10, 11, &12 CUB RAMP MUST HAVE CASE A OF SIDEWALK CASE C CASE D CASE F CASE G DETECTABLE WARNING SURFACE TAPERED EDGES WERE NO. DATE EXPOSED EIJI; nia-zo-1 TRUNCATED DOMES NOTES Ilk/ - 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE 5::: ai USED FOR CORNER INSTALLA11ONS SIMILAR TO THOSE SHOWN IN DETAIL A AND DETAIL B. 16 mm THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A ECR 1 0 D :;C- THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE > 0 f� CONDI 17IONS DICTATE. a- in 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE U - RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE ui DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 9. CURB RAMP SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH < SIDEWALK 0 > 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION AND S -O" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE V) 0 x MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 0 CL u_ 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF 10. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. < 3: 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT 11. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF V) m I r% $1 THE MINIMUM WIDTH OF THE RAMP SHALL BE 4 -0 FEDERAL STANDARD 5945C, AND SHALL PROVIDE A 70% MINIMUM VISUAL CONTRAST NTH 0 ADJACENT WALKING SURFACES. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB "T", BCR TO CONFORM NTH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, 12. SIDEWALK AND RAMP THICKNESS, SHALL BE 3 1/2" MINIMUM. EXCEPT IN CASE C AND CASE F. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE 7. TRANSITIONS FROM RAMPS TO WALK, GUTTERS OR STREETS SHALL BE FLUSH AND BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER DETAIL A STRAIGHT FREE OF ABRUPT CHANGES. PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. TYP. 2 RAMP CORNER INSTAL. CURB 8. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE CROSSWALK IF PROVIDED ADJACENT TO THE CURB RAMP AND CON11NUOUS PASSAGE TO THE CURB RAMP SHALL CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. SEE NOTE 1 NOT EXCEED 5 PERCENT WITHIN 4'-0" OF THE TOP OR BOTTOM OF THE CURB RAMP. DETAIL B CROSSWALK IF PROVIDED TYP. I RAMP CORNER INSTAL. SEE NOTES 1 & 3 1 ACCESSIBLE H.C. RAMPS PER CALTRANS RSP A88A NTS 5 03 -7\ 7 9 -NIX cto C;: FOR CONSTRUCTION AND ARE TO BE CONSIDERED PRELIMINARY UNLESS A "WET STAMP & SIGNATURE" FROM BOTH THE ENGINEER OF RECORD AND A APPROVAL STAMP "WET WITH A STAMP & SIGNATURE" FROM THE LOCAL GOVERNING AGENCY ARE PRESENT. KEY NOTES DING. BY CHWD BY 1. LANDING 0 LOWER LEVEL (MIN. 6'-0" Q 9. WHEELCHAIR TURNING CIRCLE (MIN. 60" DIA.) DATE 4/6/2017 2. MIN 48" WIDE RAMP 0 MAX. 1: 12 (8.33%) SLOPE 10. TRASH ENCLOSURE'GATES JOBNO. FILE NO. 3. LANDING @ UPPER LEVEL (MIN. 5'-0" Q 11. MIN. 42" STRIKE -EDGE CLEARANCE 4. GATE WIDTH + 42" MIN. 12. LEVEL LANDING f E S Sio 5. GATE (MIN. S -O" WIDTH) 13. MIN. 5 t -O" 6. MIN. 2'-0" STRIKE -EDGE CLEARANCE 14. MIN. 5 La C4 m 7. TRASH ENCLOSURE WALLS 15. MIN. 42" CLEAR 2/31/20 civi 8. TRASH BINS 16. MIN. 48" CLEAR 0 FICA SHEET HCm=2 2 ACCESSIBLE TRASH ENCLOSURES NTS OF E