Loading...
HomeMy WebLinkAbout1841-4L 44 7:2 j t, t, LZ' .431 4 4f J_ 4 4 an I 4 t 49 4 ba C. 11- ­ I k LL i __j_ ­ tic U -4 4- ----------- 16- q, j t W kj 4- lu WY M 7,4 4 t t 42 z 0+ 1-4, 4 L ...... . ...... IT - 0,�r rOR 7 IV C 41 4 0 U. t ------- 7AY Pl# 4&3 7 7 R cm (0+30.02 + +11 t - 7**1 . ....... .. .. .. .... ....... .. . ... .. . .... -------- -- LP Le Cn t -4 w7 4 4 t 4 + LO ------ 0 Ln C> 4 A e4:; &0- t t t 4 + 4, + 4 § t t Ci %D L t .. ..... ... 4- '0 :4 r _.K !P ld+ y flt­ 4­0 916 t-- ----- - 4 - ACV L 0. 50, 4 4-%7 - - - - - - - - T i 4 T '.4 M 0. -4 t - - - - - - -0. aG2 76 4 t W %j + ....... . .... r, a + f f Oro /*//e Ca je.S 4 4 4+ ... ... 01, . ..... r1Z. 40 4 4 T A10 "K Cn -4, t 4 tr + Ck- V- 30 . . .... ... 4 1 t - L - t 0 ' - - _ _ I _ , -­ - ' * n Z� t4, if =PC 7 F41 Y'Curb Ze t �5 Lt 2-7.96 $3.37' .1 M 7.5 /0 7 /0 t t, 4 + C )e�� + T4 km CERRITOS STREET WHEELER COUR 5 C,4 L e a40 V;10 ae rA(CP%LLEF -ST La SEE SHEET NO.2,L N: 51 a + C 10 6 Ln Ln C> 0 W, /7 n 0 SEE SHEEIT NO.Z V;10 ae V U (6 Irl , "d 1.0 See ce.-1-1,40S Str-ee-l- 7'f1,01C01 SeC ;"A0/7 0/7 5/7; 0. A /0. U &I 45 K 00 0 0). \9 10 At fit-, 17 4, L =e3-55 0 eASr 0 10 7 C D A N )OR. C. LQ rn IZ-3. 00 V_ I / Al '�5 10/ '.34 46 U ki V 16,5ewer 00 r4 14) rn ,7t �5 6, gi 17 LIO SYT A10 3 56C AIEWPORT 4Ye. 05111 r] A10 13bO4 S e 4! Sq r mo. 5 4C.4Cr.4 AVCF. A Cz rn Of CITY OF FONTANA CALIFORNIA /4 0 C V Pk PUBLIC -WORKS DEPARTMENT REVISIONS: KING CIVIL ENGINEERING DRAWN BY1 NO. DESCRIPTION ENdR. DATE APPROVED DATE 101 S. KRAEMER BLVD.., SUITE 225 C M. TRACT NOS. 13804 Ek 13804.1 SCALE. DESIGN BY: 45 Sho wn PLACENTIA., CALIFORNIA 92670 CT Ek CERRITOS ST (714) 996- 7010 le- WHEELER. HECK BY: DATE: APPROY BY: DATE: E. C - XIF IMPROVEMENT PLAN JOB NO: APPROV,ED.' DR. NO. SHT. NO. -ea - Igo R E -.16916 EXP 64TE: 6/36/89 C11TV ENGINEER R C E Zz 0' 2 r# 4 of 7 Y", La + 10 Ln C> SEE SHEEIT NO.Z MICALLEF ST A10. /3 6 0 4 Ve 7,4 16 le L T Remarks CONSTRUCTION NOTES Construct 3"'*A.C. Native Soil Aggregate A +5034'23 6 2. 00' 41. 3 V 26.04' CF pavement over compacted or 8 25 10 2 4'5 3"" 39.00' /66.74' CF 13a5e 0,65,5 ]1. Construct 6" curb w/18" City Fontana Std.. 101 C 10'0 01' Z4" 20. 00 " 31.42 " 20- 01' CF gutter per of D 28"57"18"' 62.00" 31.33.* 16.01' C"C" Construct 4" thick p.c.c. sidewalk Z5650'301" GZ.00 27.96' /*.ZZP CF F /50 56' 364' Z59.117' 72.34' 36.40' Crown Line @�--Construct ramped curb return per City of Fontana Std. 104-A G 90000,00" e0.0011, 344fz, 00-00.1 C'F 14 90000,001", 340-00, 59. 69' -7 3 8. 00 ' Crow, /74# driveway approach per City of Fontana Std. No. 102 1 147054'36" 5.3. 00*' 149-73" 004 6 7' CF Install 2" X 4" redwood header 41 ZP"2775" 162.00" 68.15" 34.4.5' CF Ile RI -27`15"' 000-00" 74.39" 3Z89" Construct barricade per City of Fontana 8td. Detail 118 L el " e 7`15`7 Ole. 00' -9/ &3*' 4130" CF M ?/'p 2(9� 0 7 162.00' 6(9-09" 34.45' C)= .:(�Adjust Sewer Manhole to grade A/ el'0916`07- 200. 00' 74.82" 3Zt35" :e B.C./ E.C, CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. DETAIL 104- 0 9052"13" 218.00" 37-55' 16-82*' CF P 78 024'30" eo. 00' e 7.3 7" /6. 31" C 5)600 Lumen H.P5. Cobra Head cut o-Ff orl 25'Ornarnental poleStreet Light. 90"01`36" 20-00" 3142' 20.0/ Fe.1f.Cz1rbkW See pavement note no. 8 � sht, I .0 R 850 -+3'13 to 20.00' - 29.172' 18.56 U V U (6 Irl , "d 1.0 See ce.-1-1,40S Str-ee-l- 7'f1,01C01 SeC ;"A0/7 0/7 5/7; 0. A /0. U &I 45 K 00 0 0). \9 10 At fit-, 17 4, L =e3-55 0 eASr 0 10 7 C D A N )OR. C. LQ rn IZ-3. 00 V_ I / Al '�5 10/ '.34 46 U ki V 16,5ewer 00 r4 14) rn ,7t �5 6, gi 17 LIO SYT A10 3 56C AIEWPORT 4Ye. 05111 r] A10 13bO4 S e 4! Sq r mo. 5 4C.4Cr.4 AVCF. A Cz rn Of CITY OF FONTANA CALIFORNIA /4 0 C V Pk PUBLIC -WORKS DEPARTMENT REVISIONS: KING CIVIL ENGINEERING DRAWN BY1 NO. DESCRIPTION ENdR. DATE APPROVED DATE 101 S. KRAEMER BLVD.., SUITE 225 C M. TRACT NOS. 13804 Ek 13804.1 SCALE. DESIGN BY: 45 Sho wn PLACENTIA., CALIFORNIA 92670 CT Ek CERRITOS ST (714) 996- 7010 le- WHEELER. HECK BY: DATE: APPROY BY: DATE: E. C - XIF IMPROVEMENT PLAN JOB NO: APPROV,ED.' DR. NO. SHT. NO. -ea - Igo R E -.16916 EXP 64TE: 6/36/89 C11TV ENGINEER R C E Zz 0' 2 r# 4 of 7 Y",