Loading...
HomeMy WebLinkAbout1880-26A 444. t C) C) 0 FORT. OF IM Vo + + 0 co If co 0 co + W- N cu vc zmf. 2 60 In -7=7^ pt f, fu + __T _0 Cu__ 4 + -7 L cn m- _T t Lu N AD 4i -0 + -C) -4 Car-. 4- CD tt_acu -0 141- 4 4 t f t - L I . .... tn CLL- iW=_7. 4i 14 un C 4- + - --- --- L -j Ocu t Cu e!:; f T- F 00 - it -4 I4 + t + + tPi t%j --- 4 (u_j It -0 4- I ea I 10 t + (r%uj 4- 0 al CO- t --OKI -.=I-vlL I + K7-- U3 IIA -1 to nj I 1-7% %L%; t -4 )0 I-qW Lit IL i t f CA i- I- 4A- I'LL It I L i--- - I - - = - __ 4 __ ; - I - , 4 I I to 1 Al ---. L Ol- 4- t C) ------ 0 Cu to. IA4 + + + 4 : --- to -4 17 IIUCO) fn F*#- II4 I0 to r + 0) r) I f I 40 L . I � to Ll _0_ 0000 N W f %_4 'N Cu It u__ t to cp t 93 I uW I t I I - - - - I - - I OF r A 36 I4 4 0 C) + 4 + 0 Irej CU t 00 OD f to Cu I-4 cu_ + t 4 II%0 -P [U Ni oll- 0 - v via IULJ %j ICu f IIf Cu f I+ Cu II7- It I0 to co 4 0 + Cu 10' t A L IIIF I0 t L T-- a320 f t t - . _ - I T f IL - f f - - qj _71- T IIt -T- %3 (U =f-:7 PROFILEL, f r f t f t t 7*49jrZ. If- T I4�- 4 IIL 4 I+ t T 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 0 Z� R L 7- 1705700" 280' 87,02' 47-20 2 280 /2-' 00" 230' 113. z0f 37-77 3 .310 14' 00 570' 310- 72f /_-f 9, dvos 4 33 016' 00 220' 197 73' 65. 7Z'- 5 2.3803a2r 44' 189-16' v 0 00 W 9 6 29047'01" 181-690' 94,45' 48,3Z 7 33016'00" ZOO" 9 Z_ OT qz' 8 31 0 14! 00 550' ?_99. 82' 153. 74' 0 I 9 080 /21 00 250' 103,05' 6Z. 80' q /0 170 92"00" ol' 41. M 2q 1 170 57'00" 320' 100.2-5, .60, .54' 0 (00, 12 26012' 00" 070' 132. 89 67, 89 70 13 -41 0 14' 00 550' 288.9Z' 148. 14' 14 3 /80' 104-51 53. 77' 71 C/ IV __ 15 ge3o, 56..5'0' f 7.69 31.6.5 DR I V -4-fl 90." 007-99 X\ C I - I V /7 58 pf 9 �54 50 .330149'00 173-501 /00 74- 5/-63 13 Y 13 -/(P-uu 2:6(o.uu 7. r 011 90 31 014'00 576 313.9,91 f6t.00 o 07 7' 14G.33 3 14-'00' 5Z3-50' 985.3 q l 4,W .1 f -4 f t7 b7=7 7-7 t NR 2. 0801z'00" z 76 .50' t3G.09'l 64,45' 1 Z6 17/Z,00" ZZ4 911cr -57'00" e7T' 4 3.0 -7 17 (0 x iu 17*,57'00 3?r.. 50'1 /00. 09' t5l-57, 2 ir v q 0 N04 42 bo 1'jV . ......... _64+ 0 q n 40.00 .9el cd C. ;6.091 4 O?p 10� % - t A %� A-1 9 .51 �Q I \ (:0 k\ O' - 17 461 27 2350.0 0 CONSTRUCTION NOTES: SHEET 26 :/O/v 60CF /0 REGIONAL 01 t(1) LOCAL&OTAL \17 45 ONSTRUCT AC OVER -4x OF SF -,47o 4§470 r see S�f Z��(��PBASE. FINAL SECTION TO BE TONS 61 %I - it ( cr, 0 V I , I 411- 00! Pt ANq PRFPARED UNDER THE DIRECTION OFt J.P. KAPP 0 R.C.E. 22015 DATE m CONSTRU�T CONNERCIAL DRIVEWAY APPROAC TO NEET FIELD CONDITIONS PER CITY OF FONTANA STANDARD DETAIL 102A. Vzm.Lr.Lrju 01 vAljuz A.r I V OF CONSTRUCTION, q tx CONSTRUCT CONCRETE CURB AND LF 91-4114 CUTTER (8-1 C. F. PER CITY OF 0 FONTANA STANDARD DETAIL 101). 6 CONSTRUCT 4" THICK CONCRETE SF SIDEWALK. ADJUST MANHOLE COVER TO GRADE EA PER CITY OF FONTANA STANDARD DETAIL 109. INSTALL ST. LIGHT (5,800 EA HIGH PRESSURE SODIUM) W1 ORNAMENTAL POLE* CONSTRUCT LOCAL DEPRESSION SF NO. 3 PER L.A.C.F.C.D. STD 2-D248. 29 SEE STORM DRAIN PLAN. TELEPHONE MANHOLE SEE UTILITY PLANS FOR DIMENSIONS. 33 ELECT. VAULT SEE UTILITY PLANS FOR DIMENSIONS* PMH W/TUB BASE. (1) REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TO I-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYON Z�s SOUTHEASTERLY CENTERLINE. AS 5F 408- 90A DJUST WATER VALVE TO GRADE EA 46 f3enoh Mark j,R KAPP& - - - m lv0'_ 10 SCAQc: 0 40 16 34 0 C40 CIVIL ENGINEERS, STRUCTURAL ENGINEERS, FWE 43 - R.R. SPIKE IN E.P. BY PP#1536663E S'LY.- LAND PLANNERS, & SURVEYORS 1C,9V',0 qVeM4:,u7' rC7-10`fV IS892 PASADENA AVENUE SIDE OF BASELINE 220" +/- E'LY OF CHERRY AVE. TUSTIN, CALIFORNIA 92680 - (714) 730-5757 ,qr_vlo QuANTIris �'Aooso f7 4--Ipl 9. tj-- I/ REV. d?UAN7*1r1fs Prq c,orc� eSpf,4�X7,r-. ENGR 'S CITY ELEVATION = 1313.04 J.P. KAPP R.C.E. 22015 DATE REVISIONS APPROVAL DATE PPROVA DATE C I TY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by: STREET IMPROVEMENT PLANS So a I a H.A.L. TRACT No. 13750 1 W=40' Designed byt FOXBOROUGH DR I VE Datet R. G. Chocked by: Approved: Dwg No- 2 R.S. 1 6� 1111,r456`14-1 cl,,-Y ENGINEER Re C. F - I'/