The URL can be used to link to this page

Home My WebLink About159 wpm- 1! wpm Tem. A .................. ----------- -4- 4 ........... 41 -7: ... ........... .......... ------- ........... ........... Ir .............. 4 ...... ............ ................. .......... ............... .. ........42 1 4 1 e _J ............ \i n 14tr' .J- ep 44 .......... vJ 17 �.......... i 7W& 6RFiA4 4# 569rrH jF�2i .......... .......... .. .. ...... N WaTy euk'Z5 . .. ...... ........... ..................... . .............. ............... , PROFILE . �R "V?RV I SCALES, N 7 /7%.P L r I SCALE 4d CONSTRUCTION NOTES CURVE 'DATA 4- SYM. R L T I CONSTRUCT 0.1_5* A.C. PAVEMENT PER TY'I,.AL sEcTiw 2. R STD. 3C2. 178.241 191 4) Lli . 309- 1775,.231 5041142" 116.11.51 88.30, 4) 46- z E APPROACH PER STD. 306, 14 �J ALL, N=VARIES, PER COUNTY STD. '3OIA, 1766.231 V 41142" 87 851 'ki eAe rle-I-A A\tr=AJU6 F I LL A!,L CELLS V(/GROUT, 8" BLOCK. LIJ 5056,08" $7.381 > 5� CONSTRUCT 12" P i3� INSTALL "NOT 41 WJ J3 QJ 1703.5 50S61 081, 88.321 ORARY A.C. PAVEMENT PER STD. 405,7. INSTALL, SALVAGED BARRICADE, PER STD. 404� 131.071 65.571 41) ;U v .7 Iz 0 (7- 0 Ws r0 41 1A kilo L _77 '7 VU7 0 T F?ACT N 0. C.A 4) 914' Tr Its AW00A4 147 e.-M 00 S,7A.IZ4L 4-0).95V 57A vo tj(%�� f 9345 eo t 6rky i 14 'TEINT. TRACT NO. 9387 GENERAL NOTES 14 ' HAMILTON ', STREtT �-4 V'-r CITY OF RANCHO CUCAMONGA IALL WORK SIIALL BE DMff IN ACCORDANCE WITH THESE PLANS AND TH COMPACING CiRIGINAL 1AT THE COM'PLETI GRADING A MATERIAL& REPORT AND THE GIKER UAOFSNOM GROUND, AND ALL SU ACCORDliG TO C1" 5TAN6ARD SPECIFICATIONS opr VALVES, HYDRANTS, ETC., SHOWN OR NO TESTS SHALL BE SUB TO TFIF C-11-4 e"CNIP4664t 00 'Tlac- e-l_rl TH SL APPfkoq^.L- FOR REVIEW AND EVA LUAT ION. APPROVAL WILL BE GIVEN WHEN ALL AT E Cl-rY of szmmcko E Ct'vy cDor IXA-F`&C-640 Otc> URAL SECTION REOU 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT - T OF MATERIALS AND 71T ST TWO OF PAVI�NG, A MATERIALS REP RT SHALL BE WORKIN RESPONSIBILITY OF THE PAVING CONTR ETION OF PAVING AND SHALL BE OR DETER- R ACCOMPLISHED WITH OF RANCHO ClUCAM40A -13ENCH 14ARK-W 99-B N JAI R-VALUE SIEVE ANALYSIS AND S G vleiviry MAP CITY ORDANCE WITH CITY OF RANCHO CUCAMON PROMPTLY SUBMITT C SPECTAL NOTE FROM PRTVATE MGTMTR TO CO�MACID IONS. Contractor agrees that he shall assume sole and complete responsibility for j& ske pfi, in CONCRETE HEADWALL ON WEST M A ROCKY N ENUE. AT SOUTH AND SHALL BE SOLEL ESULTING PROTRUDE ABOVE THE E conditions during the course of construction of this Project, including safety of all persons THE SUBGRADE SHAL and property; that this requirement shall apply continuously and not be limited to normal SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH I I INSTALLED. OF A QUALITY BETTER working hours; and that the Contractor shall defend, indemnify and hold the Owner and REQUIRED FROM THE CITY the Engineer harmless from any and *11 liability, real or alleged, in connection with the IN jCITY- OF RANCHO CUCAMONGA EASEMENTS OR RIGHTS-OF-WAY. performance of work on this Project, excepting for liability &rising from the sole negli- r-ITY APPROVAL DOES NOT INCLUDE. ESTIMATE OF QUANTITIES. NOTE : SUBTRACT pv FROM ALL ELEVATIONS SPO" IN PLAN AND ESI'VAMTE OF OUANTITIES gence of the Owner or the Engineer. PROFILE TS-1 ELEVATION 137'L ,075 TIEM E'SCRIPTION Ou"T11"'T IJNIT REMARKS ........ THAN So FOOT CITY OF RANCHO CUCAMONGA INTERVALS. ADDITIONAL STAKES MA D OR VERTICAL CURVE AREAS. SUB-GRADE I LLHPSLN L S . NCL. ALL REMOVALS STAKES SHALL BE IN PLACE PRIOR TO PAVI .9 3" A .C . PAVEME14T INSPECTION PERSONNEL. 3 311 TEM 160 S .F . Aso,# 4 P .C .C . CURB GUTTER 1061 L �F _ STREET 'r4PR-CVEW-NT PLAN 5 9 3666 S . F . HAMILTON STREET 1,91 A.1 e/4/-U 6 C E L, H=VARIES L .F . __FE_R S .B__ _C_0 __ - ___ 211 . STD . 301A 7. 7 12" P.C .G . GUTTER (3,, TMK MTN . ) 211 L .F . 7 4 - 7.6! A 4' — _/1 E I EACH Al-& 8 10) 9 E 3 EACH PER STO 03 �7� 4 R.E. _Rv -7' 0 10 8" A .C . DIKE 851 L .F. PER -5-,B_C0—STD--117 a.. ON e C�L zo) ? - 1i __ crrIf E~ER 110 - -_ '6 A.1 11 P.C .Q . C"ERCIAL DRIVE APPROACH 56— S .F. PER STO . 3C KRIGN 1 _S1Gk_MCT_A_ THROUGH__STREE EACH ASSOCIATED ENGINEERS 4 13 -$IGN _LSTOP) C.H _ 316 EAST "E" STREIT STA . 7+08 . 94 TO STA . 12+01 . 13 & ONTARIO, CALIFORNIA 3 'TYPICAL SECTION - HAMILTON STREET O YUkon 6-5818 Scale: Horiz. 1' - 10', Vert. 1'- 4' CROT Y,r.1) R.C.E. NO. 73814 Dr:-*:, F40 E Fl LE No 71-0)/ 7.