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HomeMy WebLinkAbout4675-3ANN 401 MIEN 10+00 11+00, FUTURE TERRA VISTA DRIVE 64 EM r 12+0p AI, 13+00 14+00 15+00 16+00 17+00 18+00 i 0 v a� z 01 0 - co 00 0 IAJ 0 o �- 0 z w ZE w 0 o_ LO N BASIS OF BEARINGS: U THE BASIS OF BEARINGS FOR THIS DRAWING IS: o THE WEST LINE OF SECTION 20 T1 N, R5W a BEING N00'33'41 "W PER R.S. 35/9: Z O ZE. BENCH MARK: U o THE BENCH MARK FOR THIS PROJECT IS: X SL -3. CHISELED "X" ON TOP OF CURB RETURN OF SIERRA AVENUE AND SUMMIT AVENUE. c ELEVATION = 1663.115 4 TOLL FREE `=`1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ,eW W C* _ LU CO 43 W W =(0 V PROFILE SCALES HORIZ. 1 =40 VERT. 1 "=8' 22'25'59" 572.00' 223.96' 113.43' OB 22'25'59" 550.00' 215.34' 109.07' © 22.34'15" 528.00' 208.00' 105.36' OD 22'34'50" 550.00' 216.76' 109.80' OE 60'00'00" 100.00' 104.72' 57.74' 10 V - VI= 869 42 • U U O FU - - -- U -- OC) O 12 O w O O O U ~ j 00 adp tv7 LOai to 00 `- `- co 00 C) 00p LO 0+0 000 O N Lb 00 0 00 .-- CO C1 - � r` - 000 •- - O N O O to L 4.9 ' 0 C.1100' VC P'4=1850.52- ffm to ° + Zj = V27o o O4- U-) Lr% , '- U W O O LL a7 ► i o. G =4. 7%g G2 3.4 % + •� � � Q U (n WLL d0- No— I (, I p U0 .- .- N o� 00 !- f` Q- H !-- O O O + N coW 00 U N o Li r- bo W pC 6600 66 lQ C7 r` O + U 0- U_ O li O LO O O O -152 m r- •- RO . TC mo C:) o a F Olin CD o^ 00 �� TAN= -0.51%- cn w U") � o0 — _ LTIM ATE DESIGN JHWC; CD _ 00' VC P =1 50.2 E I G _ _ G1= -0.r17., 2= .27 O Lr) O w _Q;U o , W p - - m> vi w o + co r, co _ on CIN V) LL li O EnO� d. LL LL. / N LO Uj > a' W O + I� Z J + + Q Z ^ cfl UL r>eIAJ + '- p a' o_ o p p co r- r O 0o to o to u7Uj U s- CU m r - r- ;U_REkCL& CL m 11w p K% �.�. o �or% +% r- .- -0 51% o o rn r` + c _ n 00 + ca 10 76 00 °- Ljj X) 00 - - - I.- 189.5 FL ON BL NK (12' DE �? CL +� _ MAJRsinng- U1 1tet- co oLo N C5 co 4 j 1 1 1 I 1 n I 0�0 I I I I 1:41 I .1 I I 1 1 I I I I I I ANN 401 MIEN 10+00 11+00, FUTURE TERRA VISTA DRIVE 64 EM r 12+0p AI, 13+00 14+00 15+00 16+00 17+00 18+00 i 0 v a� z 01 0 - co 00 0 IAJ 0 o �- 0 z w ZE w 0 o_ LO N BASIS OF BEARINGS: U THE BASIS OF BEARINGS FOR THIS DRAWING IS: o THE WEST LINE OF SECTION 20 T1 N, R5W a BEING N00'33'41 "W PER R.S. 35/9: Z O ZE. BENCH MARK: U o THE BENCH MARK FOR THIS PROJECT IS: X SL -3. CHISELED "X" ON TOP OF CURB RETURN OF SIERRA AVENUE AND SUMMIT AVENUE. c ELEVATION = 1663.115 4 TOLL FREE `=`1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ,eW W C* _ LU CO 43 W W =(0 V PROFILE SCALES HORIZ. 1 =40 VERT. 1 "=8' CONSTRUCTION NOTES: O CONSTRUCT MIN. 4.5" AC OVER 12" COMPACTED NATIVE (957.) PER SOILS REPORT RECOMMENDATION O2 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1000 O3 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. PLAN NO. 1002 O5 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 O6 CONSTRUCT STREET LIGHT PER CITY STD. PLAN NO. 404 O7 CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN NO. 4000 9O CONSTRUCT GROUTED RIP -RAP BLANKET (12' WIDE) 1/4 TON WITH AIR BLOWN MORTAR BASE (12" MIN. THICKNESS) 11 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT OA 22'25'59" 572.00' 223.96' 113.43' OB 22'25'59" 550.00' 215.34' 109.07' © 22.34'15" 528.00' 208.00' 105.36' OD 22'34'50" 550.00' 216.76' 109.80' OE 60'00'00" 100.00' 104.72' 57.74' 4iiiiiit GRAPHIC SCALE 40 0 20 40 40 ( IN FEET } 1 inch = 40 ft. o CITY OF FONTANA, CALIFORNIA ESS10- _ STREET IMPROVEMENT PLAN I h.CODw m N0. C 047255 E N G 1 N E E R 1 N G DRAWN BY: RC MANGO AVENUE SCALE: SHOWN w Exp. 12/31/09 ;V 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 FROM 8x NORTH OF TIERRA VISTA DRIVE *c tel 909.581.0676 o ax 909.581.0696 o www.fuscoe.com DESIGNED BY: TO 800' NORTHr7?rTA VISTA DRIVE DATE: TS STA. 10+62, ' 18+00.00 JULY, 2008 sTgr civ��- CHECKED F of CA��F Q �� K Y APPR BY: �� DWG. NO.: 3 �J SE 4`13 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EVEN L. ELLIS R.C.E. 47255 Date CITY ENGINEER R.C.E. 51152 DATE: 4675 6