Loading...
HomeMy WebLinkAbout3872-458.12' O.C. U _ O LO CV ' Lq --- N - - U - -• N O CD o - o - o - - - -- - - PVI ELEV = 047.17 5]4.713 .C. _ - - -- - -- -- -- - - _ - -- - - - - - - -- - -c- _ o - ` _ -_ - - - _ - O 00 O N In o r � TRAT 14243 2= . 5 _ a __..� - 4 - -- - - - - • -- • �_ - - - - --- - `n--- _- a _ _ v - o -o -- "� `O - -- `n - - - - - - r� N - - - - - - - - - - - - - _ - m F- O M O N o LOd . v_ _ __ _ w- - -- - - - - -- - --- - > ---- - - -- -- - -- - __- - - XIL m- o N - - co o-UDr - - �' o - lgr w rei �- + �' O XI T. PVI SIA _ O `r -- o R D L- oo m HhGH P INT E V= 0 6.6 �n _ - - -- - - -- -- -- _ - - - -- - --- -- -- - - - - -- - I N T STA +0 �� IDN I C L - OI TS .5 a - - O -- - F.. ---- - - - - -- - - -- - - - -" �n ,n d= 00e,o T - cn O o `° - - - - - • _ - o �� o� - co -. -o-- - �= - - - - __ � _a_- - - - - --- - --- �- �- - - -- - - - - -- - --- - -- --- - -- - -- - -- - LL- C7 N CO T- LL O Q 1 I�1 ET - - LL. o O - - o ._- - + o-- - - o - __ _ --- -- - - - -- -- - - -- - - -- - -- - -- d Q cn O _ _ �n- -- O n tet- ,-L PVI Ir- wo- E EV = 0 7.1 O mrT �. - - - --- - r+ o > ~ - o0 0� O +o C .. m o nj �') o lw cn w o Co d. + t� O dam- _ N _ _ 19 .8 ' 0 C. - - - �'" P S A - + 0 _ - S L� - - -- - - ro + T- - N � U + _ n 1 +1 50 - L Lr � �D N C L 01 TS _ F- 8 .3 ' �-32=--1.50 0 - -- `� 43 35 R C - -NtN o O - E - - -- o C) d- - -. U- - -- O� - o� - - - o - - ,-. © -o _ o Cs ! 5 , JU- 000 H O C10 -- O N �- cfl ,- - --�' _ - O t� - - - --C3 - - - - +o D_ .C. _ }v- - oo OO - .o -- `n`� - LO -- - 1�$- - - 00 - -- `� •w- - - - -- U .O r+�o - oQ �� - - ~ `n - - - o � �1. 2 - 50-00' _ Qi 0 1.5 q o ,- - - - -- - ao m o u) C) - �- PORTION F 77.08' V 1 U 4ILL r-/ 40 0 _ P O:Op_, f i0,40 --Z; , - 7- 1. 1 0 ^ U B .C. 0 C. .0 0. 0. - --- + o ' G1 5.03%�`! L6 _ _ _ - -18 - SOU 1 - C - - - - - r - d- + o - - -- - - - - - `. - - -- - I EN 'AL 01 TS v ' 0 44 - 4.-- - ALE: KAI 41JE -p- -EV-= 6_ -- - - - - - - - - - - - - - - - HORZ: 1" = 40' '1=4.1-0% _ _ _ - - - - - - - - - - -- - --- - --- VERT: 1" = 4' + 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SLY TC 14+00 15.+00 QEj ._ -------------- ---- --_- STREET CONSTRUCTION NOTES •' 'f \ \ ``.`` ♦r� '' •.✓", t fw"✓ N55V Tf ACT � � 1 CONSTRUCT 6ff CONCRETE CURB AND GUTTER PER CITY OF BOUNDARY ���; .�,� •,,,.���. \ � �' `., ` •�--� FONTANA STD. PLAN N0. 1003 � sty �•� EXIS 36 RCP ! DWG N0. 1822 4 1 v / .lrr; ,,: \ 00 �.�, �.� G G PROP. /W Ld CbX q4 s Hr x c�'o �. `jL/ �. � P YJ Q ;,�,�� G � ti ��, • ` P�. � _ W _ C 9 �1 k 2 I _ �' ��� I 1056.51 '1'C ..., ,��• �, \ ,r ---- -_ s s v 20.61 RT � OHO �G X°o PROP 8" SW (D -CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN n - No. 1015, WIDTH AND LOCATION PER PLAN Q 3O -CONSTRUCT 4" AC OVER 12" (Min) OF 95% COMPACTED NATIVE MATERIAL Ln r� RECORD OLO)"RAWI NG (�6 THESE REGOM DRAWlNW'HlAVE WM PREPARED, IN -4- PART; ON THE-WMS OF INFORMATION OOMPILED Arra O FURNISH GY OTid M THE -ENGINEER WILL NOT BE . . RE ANY ERRORS OR .OMUNNONS WHICH O HAVE BEEW T® W -THIP DOCIUMEWS'AS \ A-RE&LTTH9XW.O� lw G36637 :3. x� °��` \ cvl 48.95 N 0. 3873 to � 105 I ,,�, DWG �, 3 -� EC 42.94 SPARTAN LN (� * 4. PROP. R W a V �0 �`� ��`'� TC `n • 7 7+42.94 BRIARCLIFF AVE ' ° CIVN. O 00 V. h O cs o / EC r, o, 10 n `� r `�? phi v \ ' LA 1055.70 TC � � 00 O � � o `��°±�-��` �✓ 33.29 RT NNI ux- 40 4j CV 45 00 YL s - = f �, •°' p EXIST! 36 RCP D\YG` N0. 1822 X• O / -k ,5 \ ----E--N- 1 P5� ' 4+TO STA 15+42.co 9 SPARTAN LANE- +•� STA. 1+82.12 TO STA 7.f.42.94, ..`. .. .r.ra.. ::.4-;•rJtierP+c- - . - ..- <-...__. _ -i/f . \ \ \ •� o FN o. LINE TABLE TABLE LINE LENGTH BEARING 1 55.00' N04'58'24"W 2 101.97' N85601'36"E 3 9.90' S61926'08"E 4 29.94' S67042'39"E 5 50.00' N17039'13"W 6 50.00' N24031'16"E 7 46.97' S85001' 6"W 8 50.00' N82*17'35"W 9 55.00' SO4'58'24"E 10 101.97' S85001'36"W 11 9.90' N61026'08"W 12 29.94' N67042'39"W 13 50.00 1 N 50'56' 30"W 14 13.6U' I N67 -42'39"W (D -CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN n - No. 1015, WIDTH AND LOCATION PER PLAN Q 3O -CONSTRUCT 4" AC OVER 12" (Min) OF 95% COMPACTED NATIVE MATERIAL Ln r� RECORD OLO)"RAWI NG (�6 THESE REGOM DRAWlNW'HlAVE WM PREPARED, IN -4- PART; ON THE-WMS OF INFORMATION OOMPILED Arra O FURNISH GY OTid M THE -ENGINEER WILL NOT BE . . RE ANY ERRORS OR .OMUNNONS WHICH O HAVE BEEW T® W -THIP DOCIUMEWS'AS \ A-RE&LTTH9XW.O� lw G36637 :3. x� °��` \ cvl 48.95 N 0. 3873 to � 105 I ,,�, DWG �, 3 -� EC 42.94 SPARTAN LN (� * 4. PROP. R W a V �0 �`� ��`'� TC `n • 7 7+42.94 BRIARCLIFF AVE ' ° CIVN. O 00 V. h O cs o / EC r, o, 10 n `� r `�? phi v \ ' LA 1055.70 TC � � 00 O � � o `��°±�-��` �✓ 33.29 RT NNI ux- 40 4j CV 45 00 YL s - = f �, •°' p EXIST! 36 RCP D\YG` N0. 1822 X• O / -k ,5 \ ----E--N- 1 P5� ' 4+TO STA 15+42.co 9 SPARTAN LANE- +•� STA. 1+82.12 TO STA 7.f.42.94, ..`. .. .r.ra.. ::.4-;•rJtierP+c- - . - ..- <-...__. _ -i/f . \ \ \ •� o CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA 1 86.39' 55.00'. 55.00' 90000'00" 2 291.02' 325.00' 156.08' 51918'17" 3 81.44' 55.00' 50.26' 84'50'33" 4 38.33' 350.00' 19.19' 6'16'31" 5 58.12'. 37.00' 37.00' 90000'00" 6 54.79' 37.00' 33.81' 84950'33" 7 23.68' 107.00' 11.89' 12'40'49" 8 43.35' 107.00' 21.98' 23'12'42" 9 199.83' 307.00' 103.60' 37'17'37" 10 23.68' 107.00' 11.89' 12'40'49" 11 116.78' 58.00' 91.68' 115'21'39" 12 307.13' 343.00' 164.72' 51018'17" 13 40.30' 368.00' 20.17' 6'16' 31 " 14 105.82 58.00' 74.96' 104032'14" 15 1 31.32' 107.00' 15.77' 16046'09" mr.v l SIvw t4Q PY . v) Sdw/ o w415Nvfl1,L L. lWX U42U N MADOLt-- AND A5S0 GlATE S / WC. O 1302 PITTSDUR644 Ave./ 5Te.230 RANCHO OUGA NONGA , cA Ott730 O V11410 Nwn Oat - 637z �� cc I- d(n- N GRAPHIC SCALE 0 20 40 80 160 z Q IN FEET) C� • BRIARCLIFF AVENUE �.1 inch = 40 it. z STA. 7+42.94 TO STA 7+97.94 :..�y. s:_ _ _ -� w N O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA o Q o QROFESS/ONq VAN � DELL -AI� ASSOCIATES, fVC. �I BENCHMARK D F APPROVAL R. o0 COMMENCE WITHIN TWO YEARS OF THEATE O A RO �� ' 0 Gp� F� CIVIL ENGINEERS STREET IMPROVEMENT PLAN 00 `, p z SURVEYORS LAND PLANNERS B ; AMN SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W a r,, DRAWN Y SCALE: _ Of No.024725 17801 CARTWRIGHT ROAD TRACT 14244 As Noted SAN BERNARDINO COUNTY DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12-31-05 * IRVINE CA 92614 (949) 474-1400 PECA AVE FROM 14+64.73 -TO 15+42.90 DAYS BEFORE DESIGNED BY: EMRDATE: 6 7 N A VD 8 8 BEFORE t,R�DER TFE gupERVtgipN "OF: ; � % SPARTAN 'Nr' FROM 1+82.12 TO 7+42.94 ' o B.M. OF 2 YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sq BRIARCL E R 7+42.94 TO 7+97.94 05-27-2005 TION: 1011.70 FEET YOU DIG CIVIL \�o�a ELEVA of ��- ,7- 4 i - -227-2600 - CHECKED BY: DRG )VE f: DRAWING NO.: TOLL FREE 1 800 STANDARDS IN EFFECT. DATE - 7,09 �' 3872 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �lirap PIZAWI Q // 7./yj•►� DONALD R. GORDON R.C.E. 24725 DATE ICARDO S OVAL -CITY ENGINEER R.C.E. 51152 X