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HomeMy WebLinkAbout3927-8i! I I I I; PROFILE SCALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft TRANSITION 8" TO 10" CF 5' 6' to GO 00 00 4- Ehl I Ln' 14 TRANSITION 10" TO 8" CF 6' 5' > CD � 00 i 0) W=14 58.13 TC, 57.30 FL 13 LOCAL DEPRESSION CASE "A" WEST SIDE NOT TO SCALE GRAPHIC SCALE 40 0 20 40 80 SCALE 1" = 40' �T • F#V"VR TV DIAL BEFORE • YOU DIG YOU i kWill r7- M (I �• r-�� II 3'illM �• 160 I (ZEC0+2U DV -AW I N65 REV. '10N` -CUR hI 1 Irl i PSI Ul) LO 0..67% I_� , t P,YI=10+34.00;1.057.130 LP='10+49,64;1057.64 --G1--j-2!00%;G2=,-._0 %-4- � N IM O 0 00 i o 'Cn 64. p --;0O_> (D O (0 p) 00__0 0) 00 lr O i O) I� W .-- 7i. - _ Ln O I� Lo U) f0+ 00 1 +0 O� +0 O 0 � �. 0 - ___ _4__s __ I4 00 I 10+00 0 CD LO 00+ I Cb s1 1058.13 . O U) D c6 Ul) LO O + r 1057 0 04 Ln td r) ! O Cil O r�i I�_LO 00 N I� 1 O I� O In 1 + 0 +ol.[) +Oo-t { o.o� ! i'ROPOSED T L FTI (8' CJR13) '� ! �^ O0 to O I I I _ I 0 r -s O"� i I or- oCN !$ _ ___ j O (D! ! o c0 p O In to ; + - i ) — I oof j I LO I +-0- _moo o i + N 1 N 1_4 .86y., 1� _ ___.�._kOPIOSED �1NISH D___JURFA E.-AT_i- ,27 A 000 I I 1 —hiIiyy XISTING-GROUND -PER —or- .NO OO O—O0+ Oto o o O O I C3p0_ o + 0j- to LO 1 1 1.05% -FIN] OPOSft D_- FA�E�IGHT p OC� ,oN r F:iO0OCD 0r, OO M o "2 Fill I j i E 0 N i ; 0 00 1 I O O I ! E O O j I 3 F _.. i-____5..—___---=- 0 t� �____ '.. _ ._ —_..i O O 1, -- a cD �t[) 000 9 00) 1 0 L 1 I i�l +� t i 04 .imiIll 13+00 SANTA ANA AVENUE DELTA © 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF SEE SHEET 7 u � CONSTRUCT 4" THICK CONCRETE SIDEWALK 1 92' w, _j Crf CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA Oro 0 16' 30' 34' 12' COMPACTED O co `n m LL_ r +L0 CONS RUCT LOCAL DEPRESSION PER A.P.W.A. STD.PLAN 313-1 (CASE A) TAIL ON THIS SHEET SEEFE �5 REM EXISTING PAVEMENT .0 F_TRACT GRINEXISTING PAVEMENT, 0.10' AND FEATHER OVERLAY AT 5' MIN. WHERE THE O< EXISTMNG PAVEMENT IS BEING CUT (SEE PAVEMENT JOIN DETAIL SHEET 2) N~ 16678-2 N Co M 00 (5 0 � OW �Q I � o+ V)n SIGHT LINE 1 N to r- w00 L=430' 14+00 15+00 L0 11 IIPH=50 8 EXISTING POWER POLE 9 10 11 cn Lo Ln TO BE RELOCATED BY w OTHERS SIGHT LINE �S � °�° L=360' EXISTING R\W—� ' f ��• o EXISTING DGE g MPH=45 PROPOSED R/W I W I I I 01 nn' r 1)z nz' `OF PAVE ENT ,?� nn' Q� nn' F sir, nn' . 7 SEWER -LINE__ _._ _ _ _ — M �-- ---- _ _�_0` - s �__ _- P_P _ _...- Tl XISTING- TnP.i F._r ; __ _ _ _ __ _._._ + — W c -PES -_ 16 N fTAR Y— �8N, ELLIEc.__e EPLMS_ _._ _ _ _� Z (� ,q ___.__ __ ._ __ _.. E U R B - LO I I I 42" STORM DRAIN PER DWG.NO.3815 XISTING SIDEWALK OFF-SITE SD PLANS EXISTING R\W I 5 .52 EXIST. PIPE CULVERT ULTIMATE CONDITION ? ( Q EXISTING R\W r ! a TC PROTECT IN PLACE DWG.N0.3818 PROPOSED EDGE OF PAVEMENT i I i TRACT NO. 9862 I � STA 10+00.00 JUNIPER AVENUE _ RIND 1' AND VERT A V n 1' WTHIN EXISTING I 78 YTPAVEMENT TO—EXISTIT AG .JIfNGUY-- 111— _Y 7TEl'"? STA 23+20.90 SANTA ANA AVENUE MB 148/77 COMPLETE 9_1=M6\JaL JUNIPER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 6-12-67 71 PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. 00. 23796 W.1MI/07 Ps 1f/1CR o_ \ J O c o No. 23796 m Exp. 12-31-05 s� Divi\ A Crouse/Beers & Associates, Inc. CONSTRUCTION NOTES DELTA © 11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD No. 1006 ® CONSTRUCT 4" THICK CONCRETE SIDEWALK 9O CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD No. 1003 0 PLAC 6 1/2" MIN AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBG ADE (SEE GENERAL NOTE No. 32) CONS RUCT LOCAL DEPRESSION PER A.P.W.A. STD.PLAN 313-1 (CASE A) TAIL ON THIS SHEET SEEFE �5 REM EXISTING PAVEMENT GRINEXISTING PAVEMENT, 0.10' AND FEATHER OVERLAY AT 5' MIN. WHERE THE EXISTMNG PAVEMENT IS BEING CUT (SEE PAVEMENT JOIN DETAIL SHEET 2) Engineering * Surveying * Planning * Construction Management JL 2191 5th Street, Suite 200, Norco, Co. 92860-1967 1 Ph.((351) 736- 040 Fax (951) 736-5292 OUG N. CROUSE R.C.E. No. 23796 EXP. 12/31/05 DATE CURVE TABLE DELTA RADIUS LENGTH TANGENT A 89'53'11" 50.00' 78.44' 1 49.90' CITY OF FO NTANA, CALIFORNIA TRACT NO. 16678 DRAWN BY: OFF—SITE STREET- IMPROVEMENT PLAN SCALE: 1 „=40' DESIGNED BY: = JUN IPE AVENUE DATE: FRO %-0/2, 36 TO STA 15+50.00 JULY, 2005 CHECKED BY: APOVFfO �: �c DRAWING NO.:'8 7 R ARDO ANDOVAL R.C.E. 51152 DTE 3927 A0