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I <br />ACCESS ROADS REQUIREMENTS <br />BY SAN JOAQUIN COUNTY FIRE CHIEFS ASSOCIATION <br />(For Fire Road and Driveway greater than 150 feet) <br />Notes: <br />1) Refer to Standard No. F -1c (Driveway and.Fire Road Zone Map) for structural <br />section. <br />2) All roads to have 20' minumum width with all weather surfacing. <br />3) 13'-6" minimum vertical clearance over all roadway surfaces. <br />4) Bridges, box culverts, or low water crossings sholl be designed for HS20-44 <br />loading by a civil or structural engineer. <br />5) Adequate drainage shall be provided .and be shown on the roadway plan. <br />6) All roadways to .have a minimum 150' centerline curve radius. <br />7) All parking is PROHIBITED on all fire "acess roadways. <br />The, local fire district may require that signs be posted. - <br />8) All materials shall be as spec Vied for public roads in the public works <br />Improved Standards. <br />9) The turning radius on dead end roads may be greater than 41' and need <br />to be designed to handle the turning radius of the largest fire apparatus. <br />This .shall be determined by the fire chief. <br />10) Surface: Fire apparatus access roads shall be designed and maintained <br />to support the imposed loads of fire apparatus with a relative compaction <br />of not fess than ninety (90) percent -and shall provided with a surface as <br />to provide all weather driving capabilities. <br />If aggregate base surfacing is used, liquid asphalt grade SC -70 or SC -250 <br />sholl be applied at the approximate total rate of 0.4 gallon per square <br />yord in one application. <br />11) Definition: <br />a) Fire Road - A vehicular access that serves more than one parcel. <br />b) Driveway - A vehicular access that serves a building on a single parcel. <br />12) Turnaround sholl be provided no further than 150 feet from the dead-end, <br />fire road and driveway; and no closer than 40 feet to any structure. <br />FIRE ROADS AND DRIVEWAY <br />GENERAL NOTES . •� <br />JLD 5.J [wq. M1, CKN 4 Mn <br />COUNTY OF SAN JOAQUIN SEPT. 1991 <br />u.. NONE aewmr"I w v" e 5 a..�n, "• F- 1 b <br />40' 40' Min. <br />Min. j (TYp•) <br />Radius <br />Optional <br />I <br />I <br />I 25' <br />I <br />I 115' <br />15' <br />(TYp ) <br />I I I <br />L <br />Not to Scale <br />HAMMERHEAD <br />Not to Scale <br />R=50' <br />(TYp•) <br />68.42' R=41 <br />------- 20' ------_._-_--.- <br />>tional I <br />CUL-DE-SAC <br />Not to Scale <br />NOTE: See standard F1 -b and Fl -c for details and requirements <br />NwwA N <br />FIRE ROADS AND DRIVE YS ("%= . <br />�•••a JLD OVER 150 FEET LONGy <br /><.-�.., COUNT, PF SAN JOAQUIN SEPT. 19glIN <br />NONE - ovJ"n ca' vacs d.•w W. F - la <br />APPROVE <br />P <br />• <br />►IIINT•O ON •1•ro NO. I• C ANPIIINT <br />19 1 APPROV <br />I <br />C•C.T•G . <br />t�RA1NAC E ACOA 2-70 A G <br />31' <br />+lap <br />+3° 3 <br />3� <br />F.U. 15 a„w 314 + + <br />+3° - +31• B <br />h3° z n <br />C 83 <br />P RIM A4 ell <br />3 1 t3= 2s•03 <br />z /+ +31' <br />+3ti A <br />®v <br />/ 319 <br />J� <br />Q <br />N <br />:1 <br />+ 132? <br />92 6 <br />DENOTES FIRE ACCESS ROAD <br />CONFORMING TO S.J.CO. DWG. <br />F-I,a, F -Ib a F-Ic <br />a ALL FIRE HYDRANTS WILL BE <br />+3 ROTATED TO FACE FIRE ROAD <br />EX 6T <br />O +299 +29 +'��• ft -P& <br />b <br />O <br />if JI- CB <br />t11 Rim Ah RE 'O. +31? +31 s <br />2 <br />0,33 4.00 <br />21• <br />9 <br />Q. ( r'j1 D 31• l �XI�jT �V <br />D DRAINACYI-,AV_EA 4.qo Ac- ,J+N fit <br />1 P.A-Dlr � g <br />1 +3 . f xlhT +� F W� <br />u. 31. m gni rize'n <br />0+29 (zO+ FXI�T DPAINA G ftP/� j " d^- '` FS. 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IN ONE <br />o _. WE -'LA -•4 t3+9 _ -X o �' APPLICATION. <br />,li _6'- 11r1 hRl p O <br />I Z 26• O � 3 °0 it PWG- - I °° <br />ItLa <br />Q n DRA\NAGE Atm 1.SSPG I J1 rlce t ocAnTON <br />_ F 1-1. 6 I +32.3 +''20 + +319v,�, 32 2 x +31•I, 313+ 31 2 <br />DVAINA A4.i-A Z•'ZA4G <br />•5 I r WA'TF R- <br />a4' 'L8•¢t <br />.l I <br />I C1 3 l / Q h 319 *300 ° + "A6 <br />O-' <br />CS' <br />Q <br />V <br />i 32 9 +32I It + <br />32• - + 3 <br />0301 0 <br />2 <br />ttPA��•• + +.� 6 <br />3 • ��.... _ _ �� a O" I +'j _ . +32.1 +29 1 +30 1 3° 1 - <br />I 1 Lrfr n SDP 3o�rD S=4.00095 ' a? �i ^ rj'�- 18a 91V6 <br />RpA .44 RF -00. jI / al!FE <br />-L4-rj 1 3 '9' 'q� Qa <br />r7�- t0• �sTU>b X20 05 +'j0 6. YGOL*. IP p +'� - ' +''°• 31. <br />rir vS'IY+fs- 20 g I +2 MF? GRAIN Pr6-E p{zEA 2.`18 AG <br />4M 23. q I D Ix11$ J F- <br />< Q . <br />i. -5r t1JrSit�e6 9°1 I3 +31;' +310♦4 0 +31 A 3+ 'l°6 <br />I rtr pµrCrS + Q : y+ J +31• 30• <br />O 31. <br />I o +309 I a $ 23.38 <br />a <br />2g D2AI1-IA&rr I VIEWN)I! 6 '"'N <br />_ <br />C t3o�N <br />r,,�,^�1$I A A7EA <br /><_ I 2. 35 AC. .00 312" 1I6«"J°? I *311 +313 +313 o <br />I � 3 <br />I 1 3, 16 <br />STORM RETENTION BASIN <br />0. 1. 1 mo <br />I <br />I <br />3 <br />z <br />+30 <br />A <br />I <br />g+�2S <br />711.6++31' <br />I PI <br />0 <br />1• +3 1• <br />+3 '3 <br />'J° <br />TII� <br />N �� <br />30 AND 36 STORM DRAIN PIPE SHALL BE <br />-SEE <br />SHEET 3 FOR DETAILS <br />..._ <br />REINFORCED CONCRETE PIPE CLASS TrE <br />+Zg3 <br />o <br />1�ofESS�� <br />Q <br />A,S.T. M. DESIGNATION C76. <br />1 I <br />31•° ++3,1• <br />I <br />+311 <br />1 o e <br />+32• +''2' +3°' <br />"+°' <br />`- <br />wOy <br />200+29' <br />0,?+`Z�,L++23' <br />FnN �� 1. -to �� <br />�O `a',NCE <br />c <br />, 12" TO 27" STORM DRAIN PIPE SHALL BE <br />I <br />w N0. 14,269 <br />z <br />�_ <br />"' NON -REINFORCED CONCRETE PIPE PER <br />I <br />o o <br />o o <br />0 1 e <br />oc exPless <br />�:' <br />CALTRANS SPECIFICATION D -LOAD <br />EQUIVALENT TO CLASS M. <br />19 REVISIONS I JOB. NO. 2649 A & K RAILROAD MATERIALS, INC. SAN JOAQUIN COUNTY, <br />NO. DESCRIPTION DATE BY fl WONG ENGINEERS, INC. DATE SEPT 1989 CALIFORNIA <br />I ADD FIRE F{YDKANT SYSTEM 8-x-91 G.C.W. v PLANNING • ENGINEERING SURVEYING SCALE HORIZ 1" = 0* <br />2 RBY16E STORM DRAIN SYSTEM Tt1 STOCKTON, CALIFORNIA g SCALE VERT SITE DEVELOPMENT PLAN <br />_ 3 Ao0 FIRE Acr.,Ess RpAo g-2Gfi <br />DRAWN HAL <br />4 "A� P�ultT�° 8 t9 -q R.C.E. NO. 14269 DESIGN WE <br />( CHECK C.C.W. <br />SHEET <br />2 <br />OF 5 <br />FILE <br />WILCOX ROAD IMPROVEMENTS <br />tI <br />;& <br />I PI <br />of GA��Eo <br />SEE SHEET 3 <br />TII� <br />SII <br />I �V <br />19 REVISIONS I JOB. NO. 2649 A & K RAILROAD MATERIALS, INC. SAN JOAQUIN COUNTY, <br />NO. DESCRIPTION DATE BY fl WONG ENGINEERS, INC. DATE SEPT 1989 CALIFORNIA <br />I ADD FIRE F{YDKANT SYSTEM 8-x-91 G.C.W. v PLANNING • ENGINEERING SURVEYING SCALE HORIZ 1" = 0* <br />2 RBY16E STORM DRAIN SYSTEM Tt1 STOCKTON, CALIFORNIA g SCALE VERT SITE DEVELOPMENT PLAN <br />_ 3 Ao0 FIRE Acr.,Ess RpAo g-2Gfi <br />DRAWN HAL <br />4 "A� P�ultT�° 8 t9 -q R.C.E. NO. 14269 DESIGN WE <br />( CHECK C.C.W. <br />SHEET <br />2 <br />OF 5 <br />FILE <br />