Loading...
HomeMy WebLinkAbout1880-17P2 IN I or, I ,Y,s*n Ni iavw ,.'0:) b3dYd iNIhd?JV31:).. C:) -. N *V*S'A N1 IOVW (D 01 0 0 + N 00 INIMY31:5. v 31via 31NO84 NV14_V9z I 'ON (NJ Lf) + 0 V 31VId 311JOU NVld-091 *ON1 cu N u:) T clu '5 7 MO F 93. rb ?(P , 33 .5 7 wo 570- Y5 L r V05711 FF 17 t %/. z 164. /11 0 tf.) -4 /30W 1 00 It mo .1 Aff - 9z _:0 6V9 FOR DIMENSIONS. co"sr. 3`Ae_14'k'At3 FOR FUr. j,7-emr /rV,00 it 50� 1 117-61' 'U. - 6 /3 11 V 1 00 - 460' //3./0., t 7 7 932' 363-36" 194.63"_ 00-07 1�_592 " -, 62.�17" 4bO " ----- -- _55-3�9` /0 Z4 0 -3 3 / 57 t 35411- 0�? / 1el - 3/ / —? I/ _,no -000 �20-j —ecp I g / :4:0:fr a. 0 0 EA 3 4EA 0�­ --cu -4 ---- -4 f L- f -------- t t t T LQ_. 000 t4r, to 0,00-1- t -4 1�, .1, -- , u - LL - -7-f 0 ------ ------ t 0 OL .4- + Lu �X + LO 4 L oe+ 0 T t 00"_ 1.00 00r_ t 4 A + t 1--ou 0 I Uj LL j, 10 to_ uj-- F -- + t cu (30) Lon, + T_ 4 -0 La cu .4 4 itio 000 4 JF 100 F AM 0 + ul 00001"' _T_ 00-. t �u 17 00,; Olt 001, 0 L0 cu -T ------- U-) t 4 - to -0 Lr) t t t r COD t U) t f 10 1 t + T F1 L4 E L t 4- _L (lite t t _-0 U11 t j- t ---- t t Q t L + T ai crtP ------ cu U-) t L 4 t 4 ------------ I- t 00 t ------- L_t 18+00 1�,OIFESS/0* 6� IW,4,,2,e 49 35334 m Lu W RHA CC Hxp. 9-30-99 EngLneenwng. Inc. 7177 BROCKTON AVENUE 9 SUITE 220 010 RIVERSIDE, CA 92506 OF C AA� (909) 683-8088 FAX: (909) 683-6915 Awe 11felf __f6__194 6112x/o t_ -4- \ \k3l- ;0c. 19+00 20+00 CONSTRUCTION NOTES: SHEET 17 k"A %_ �3 4�201- Pe-AAJ-5 1W&4"0A5121A16 9-W j CLEU;�- REGIONAL 3.50 4. r. (1) LOCAT-Z�STOTAL CONSTRUCT 3-X AC OVER -&�'OF SF -30, BASE. FINAL SECTION TO BE TONS 15�4 VERIFIED BY "R" VALUE AT TIME OF CONSTRUCTION. 7 Cc:>Ns-r. .5770. cRoSs­<5U7-reA;-- oq.,yo CONSTRUCT CONCRETE CURB AND LF _�V71:41ycwcl_ Plee _-srz>- joew lo* CUTTER (811 C.F. PER CITY OF co"sr-R,41vc-,,ac> caRs ccrucm oc-R FONTANA STANDARD DETAIL 101). S7�P. P 497' / 0 4,41 ADJUST MANHOLE COVER TO GRADE EA ccw S ?7 &44w,, c4z>-H ?4�fR Sro. 4wr /498 PER CITY OF FONTANA STANDARD cc>t,15r C'vled3 ,;e4cr&,e" A;w,4q c1rr DETAIL 109. e1>4c_r. /04 is A R L T HIGH PRESSURE SODIUM) W/ '5 7 MO 20 93. rb ?(P , 33 .5 7 wo 570- Y5 L 3 V05711 7,qo %/. z 164. /11 -a /30W 1 00 It mo .1 Aff - 9z (51-59' FOR DIMENSIONS. co"sr. 3`Ae_14'k'At3 FOR FUr. j,7-emr /rV,00 it 50� 1 117-61' 'U. - 6 /3 11 V 1 00 - 460' //3./0., 5(o. b 7 ?5 ON -Z3 932' 363-36" 194.63"_ 1�_592 " -, 62.�17" 4bO " 11L1,2.0 7' _55-3�9` /0 Z4 0 -3 3 / 57 7b 13` 35411- 0�? / 1el - 3/ / —? I/ _,no -000 �20-j —ecp I g / :4:0:fr a. 0 0 1�,OIFESS/0* 6� IW,4,,2,e 49 35334 m Lu W RHA CC Hxp. 9-30-99 EngLneenwng. Inc. 7177 BROCKTON AVENUE 9 SUITE 220 010 RIVERSIDE, CA 92506 OF C AA� (909) 683-8088 FAX: (909) 683-6915 Awe 11felf __f6__194 6112x/o t_ -4- \ \k3l- ;0c. 19+00 20+00 CONSTRUCTION NOTES: SHEET 17 k"A %_ �3 4�201- Pe-AAJ-5 1W&4"0A5121A16 9-W j CLEU;�- REGIONAL 3.50 4. r. (1) LOCAT-Z�STOTAL CONSTRUCT 3-X AC OVER -&�'OF SF -30, BASE. FINAL SECTION TO BE TONS 15�4 VERIFIED BY "R" VALUE AT TIME OF CONSTRUCTION. 7 Cc:>Ns-r. .5770. cRoSs­<5U7-reA;-- oq.,yo CONSTRUCT CONCRETE CURB AND LF _�V71:41ycwcl_ Plee _-srz>- joew lo* CUTTER (811 C.F. PER CITY OF co"sr-R,41vc-,,ac> caRs ccrucm oc-R FONTANA STANDARD DETAIL 101). S7�P. P 497' / 0 4,41 ADJUST MANHOLE COVER TO GRADE EA ccw S ?7 &44w,, c4z>-H ?4�fR Sro. 4wr /498 PER CITY OF FONTANA STANDARD cc>t,15r C'vled3 ,;e4cr&,e" A;w,4q c1rr DETAIL 109. e1>4c_r. /04 is 21+00 " KC— CORD A PLANS PREPAREDPNDER THE DIRECTION OF: J.P. KAA I R.C.E. 22015 DATE 22+00 D R A W I N G Is Zoem_ -rorwe_ 63-3 2 23+00 " Re.c_01R r.--> V RA v -w 110 61 INSTALL ST. LIGHT (9,500 EA . eEV'O OLJANTITIES f' F,*V,6M6Nr xscrlo,�,l HIGH PRESSURE SODIUM) W/ 3 AODE-0 T,1&EVL- c - ORNAMENTAL POLE. 32 TELEPHONE MANHOLE SEE UTILITY PLANS FOR DIMENSIONS. 33 ELECT. VAULT SEE UTILITY PLANS 4b FOR DIMENSIONS. co"sr. 3`Ae_14'k'At3 FOR FUr. j,7-emr 472q 1) REGIONAL - DOESN'T INCLUDE COYOTE CANYON NOR CHERRY AVE FROM SUMMIT TO 1-15. INCLUDES SUMMIT AVE. SOUTHERLY CENTERLINE & DUNCAN CANYON SOUTHEASTERLY CENTERLINE. CONSTRUCT COMMERCIAL DRIVE- SF WAY APPROACH TO MEET FIELD CONDITIONS PER CITY OF FONTANA STANDARD DETAIL 102A. ADJUST WATER VALVE TO GRADE EA 3 21+00 " KC— CORD A PLANS PREPAREDPNDER THE DIRECTION OF: J.P. KAA I R.C.E. 22015 DATE 22+00 D R A W I N G Is Zoem_ -rorwe_ 63-3 2 23+00 " Re.c_01R r.--> V RA v -w 110 61 -17A 1/ dop . eEV'O OLJANTITIES f' F,*V,6M6Nr xscrlo,�,l e__ 3 AODE-0 T,1&EVL- c - "o , 1-5- 24+00 25+00 A4 - 4b AC PAVEMENT TO BE CONSTRUCTED PER INTRACT DESIGNED STREETS Re, 6 7- 25+00 801 — --- EA17- N U V � H. w o, q Co // wA -r5p, plprl- LINE- -330 9 % 27+00 co cj ac co L WE co IIIIIIIIIIIIIIIIIIIIIll SCALE s 1 40# .0, 47. Benoh Mark C I TY OF FONTANA CALI FORN I �j 14.0 Xlt KMW& PUBLIC WORKS DEPARTMENT of Ir. Drawn by: Soole: CIVIL ENGINEERS, STRUCTURAL ENGINEERS H. A. L. TRACT No, 13750 1 M=40" 9 ts" cy I I FUE 43 - R.R. Spike in E.P. by PP#1536663E S*ly. LAND PLANNERS, & SURVEYORS Designed by: Date: side of Baseline 220' E*ly of Cherry Ave. 15892 PASADENA AVENUE BRIDLEPATH DRIVE TUSTIN, CALIFORNIA 92680 * (714) 730-5757 R. C. Chooked by: Dwg Elevation 1313.04 J.P. ICAPP 16 1 - 0 k DATE R.C.E. 22015 DATE R.S. Approved: 1)VTf5R1Af ClrY ENGINEER R. G. E. 25IZoO Wit