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MN ==f==—=—=---== = = O 1 PROFILE 2 3BENCHSAN BERNARDINO COUNTY BENCHMARK, BEING A RAILROAD SPIKE IN THE NORTH SCALE: HORIZ 1"=40' SIDE OF A POWER POLE (NO NUMBER), VERT 1"=4' 30 FEET SOUTH OF THE SOUTH RAIL, 36 FEET WEST OF BANANA STREET EXTENSION. NORTH = • Lu NTS VALLEY a BLVD. q STORM DRAIN I1 D+3' �P� I► 9 INTERSTATE 10 ,/ 5 0 Ili o -Zy ¢ SLOVER AVE O9 m a ro i 9 i O O _ s* D i, �u_ • z •"z aso 2 #4 012°0.c. PROJECT i, = r' z1- UW F- o� w� . O SITE m O Om WD (11 C° O'lQDOD o• °' IIQz Z I #4 012"O.C. Li °' )72� VICINITY MAP w m DDH FVD�02 UtMO 2�• OJd a0N w ED ED - - Z a� aro pioOO) Or.: m� O� < CCCO 0' - EXIST C & G }� a e . '2% II i; a 0.'��3-\` �` / � /// \�a '. • CONSTRUCTION NOTES: CLEAR _. . :a moo 1 w ZN w06 0 co N � OWQ mW U� WO�i R W * * • �i..� \ . a 00 w m m a ci co -i jr_ 40' 40' CLEAR Li I. d rn CO II .IN+ ° _ •. 1O CONSTRUCT SINGLE BOX IN PARKWAY PER L.A. Co. STD. DWG. 3055-0 (MODIFIED) Li mrn a _ Ivy �~ JO�a aZ wJ o _ Z1 m a z N o v a 4_ J i/7 oi� ro PER DETAIL, SECTION A-A, THIS SHEET. 02 rn e2 I #4 0 # UrI m:I m m J w O1 z _tit �IcJi°i IIJ I + 24 O.C. `ro 24 O.C. PROPOSED CURB ZQ CONSTRUCT CLEANOUT PER CO. STD. DWG. 208, X=6', Y=5', V=1.80'. I� o o J 1aI—� o 11 5� & GUTTER (BY OTHERS O M:.. Jr,At 'Q O.. �N� Q I �� OTHERS) n w ~? c):::: '° o ::: O /yIr o T STA 20+67.14, 40' RT, CL SLOVER AVE= 3O INSTALL MANHOLE FRAME AND COVER PER CO. STD. DWG. 204. o o f Do C.L S DRAIN o •2 E O 6 K NO Z m 1v <o N�O m STA 2+94.56 CL SD, CL CB, 992.51 TC, 989.51 INV©ON +m + + in + + .iy ® CONSTRUCT CATCH BASIN PER CO. STD. DWG. 206 (MODIFIED), X=20', V=3.00'. Z mo nr nro.. n•-•N0 Imo -- h i• rn�o E.C.R. CO �A ' uP 5 CONSTRUCT PARKWAY CULVERT OUTLET STRUCTURE NO. 2 PER PROP. CURB RAMP O L.A. CO. STD. DWG. 3055-0 (MODIFIED), S=5', T=4 L=9.97', O o PROP. S W BY OTHERS) _ �/ - - - =�< m (BY OTHERS) N� SECTION A-A ( ) W D, V, & Y=VARIES (SEE DET., SECT. A-A). I z $ 10I cc " WATER UNEO a 3 PROP. C & G (By OTHERS) IEXIST C & G �� iv --�A © CONSTRUCT LOCAL DEPRESSION PER CO. STD. DWG. 203E TYPE A, X=20'. PROP. D/W (By OTHERS Er ro N.T.S. Ne ?i W W STA. 10+00 C.L. BANANAVAVE. = * STA 0+00 TO STA 1+65.92 CL SD, O7 PLACE 28"x20" CSPA & BACKFILL WITH SLURRY CEMENT (SEE GENERAL NOTE NO.1). r S 00°36'38"W 7 — (; 8 9 — - i STA. 20+00 SLOVER AVE M _ I `� I ' BANANA - — ► I� AVE - - V= VARIES FROM 8"Y= VARIES FROM 8" TTO 3'O 2' S3-1/2'' ® PROTECT IN PLACE. Z r r 0 c 3CD CD ** STA 0+00 TO STA 0+17.33 CL SD 0 CONSTRUCT LOCAL DEPRESSION PER CO. STD. DWG. 203 (MODIFIED). IL G•T D= VARIES FROM 0' TO 5.93' QQpFESS/p4, 6' CLF - - 1/40 pNt �l 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT. w GATE ** STA 0+17.33..TO 1+65.92 CL SD WQ A A •6 to rn Ce CI a a D/W a D= 5.93' h e 23852"I i 1Q SAWCUT 8c REMOVE EXISTING CONCRETE C & G WITHIN LIMITS OF PROPOSED LOCAL a N 0 O_ --I W T DEPRESSION (SEE CONSTRUCTION NOTE NO. 6). i '? CA rry cn (I) - /t Exp. 12-81-01 - - N ) m Jj Lw ��P 1© PLACE 0.33' AC OVER 0.25' AB (SEE GENERAL NOTE NO. 1). Oa =� A OF MO"' 1© RELOCATE UTILITY UNES, TO BE DONE BY OTHERS (SEE GENERAL NOTE NO. 2). 4 C- GENERAL NOTES: COUNTY OF SAN BERNARDINO 1. ALL WORK DONE SHALL BE IN ACCORDANCE COUNTY STANDARDS AND SPECIIFICATIIONS" AND "SH ANECURRENT S BERNARDINO BERNARDINON A COUNTY TRANSPORTATION DEPARTMENT z TRANSPORTATION DEPARTMENT GENERAL PERMIT CONDITIONS AND TRENCH SPECIFICATIONS". cp Fn 2. UNDERGROUND UTILITIES SHOWN ON THE PLAN HAVE BEEN PLOTTED FROM DATA DRAWN BY DESIGNED BY PROJ. ENGR. SUPPLIED FROM THE UTILITY OWNERS; THEREFORE THE COUNTY IS NOT RESPONSIBLE WCH BPB\ESR BPB SLOVER AVE. AT FOR THE ACCURACY OF THE UTIUTY LOCATIONS SHOWN HEREON. THE UTILITY OWNERS suBMI D BY SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE COMMENCING ANY CONSTRUCTION ACTIVITIES IN THE AREA. PRIOR TO THE INSTALLATION OF THE PROPOSED I. 14ti1 BANANA AVE. PIPE, THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNERS TO VERIFY AND CHIEF DESIGN ENGINEER , TE • DETERMIINEMAYTHE SURJUE ECT AND O EXACT ON LOCATION OOND ELEVATION OF THE PIPES IN CONFUCT, RECOMMENDED /APPROVED DRAINAGE STRUCTURES �A' v I 3. DIMENSIONS & ELEVATIONS FOR PROPOSED CONSTRUCTION ARE BASED ON STREET ASST. DIRECTOR OF TRANSPORTATION GME E. PLANS & DETAILS PIMPROVEMENT PLANS (THATCHER ENG. & ASSOC. INC, JOB NO. 60604.01, NOV. 1998) FOR A.P.N. 236-081-21, BANANA AVE, SOUTH OF SLOVER AVE, ROAD NO. 152850 JA, F.B. REF. W.O. NO. SCALE SHT. NO. TOT. SHT'S. SCALE: 1"=40' FILE 105-106 & SAN BERNARDINO COUNTY SURVEYORS JOB LOG NO JL8368. DIRECTOR OF TRANSPORTATION DATE T00971 AS SHOWN 1 1 5366-1