Loading...
HomeMy WebLinkAbout2997-25-- i - - — E I PROFILE SCALE HZ: In = 40' VERT: 1' = 2' ,. V7 - --Rfl 0 E R 'D @ -N 11 -H -E U- p - ± N ^ LO �, -=00 15-_ _6 -5-: LU + _n CD c�• ' , . ------- - -- W e), O� + N ^ !�+ 1 CD N ^ �• A I m � --. 1.-24 - CNJ -� p Ln Nd - Ln � + N � : � �I' 0- -L"n CD p. Lb O L N O N � �' .5_ O O ^ - O _ N n.. W Ln + O — . , O cD O� , 5...� m,,,,. •.. 1.�%co { w + p 0 p w �LO Ln +� N EITN D C/P _ ........ . . . LLF I J L Lj ..... 104 105 21 22 23 105+30.6o E CONSTRUCTION NOTES 20+00.00 N I PROTECT IN PLACE. , 1n 2 REMOVE EXISTING P. C. C. , A.C., PAVEMENT, OR SOIL. 0 0 3A I 2 3 CONSTRUCT 6 %zINCH THICK ASPHALT CONCRETE OVER 4 INCH THICK 1 �j �• SR N o' w o Z zo � F- t- -210 AGGREGATE BASt MATERIAL• , 3A COLD MILL 0.1' OF EXISTING A. C• PAVEMENT AND OVERLAY 0.1' OF A. C. PAVEMENT. No ' N a� C) ,,� END ,w .o FREEWAY 6 CONSTRUCT GRADED SWALE PER TYPICAL SECTIONS SHEETS 4-6. o � �� P m �� t CD= Z J c.�� ev N wN O o� I O O 00 c� O Z z O +Z ' "' °- M �� CROSS—REFERENCE NOTES: CD � x _ c'\j ,,,� 6 N W J O W N 1 v �' I . FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTION Q "' EX. CHAIN a; �` + LINK FENCE ,. EX. RW �V ` .c.� �` �`„'' EDGE OF `\ '; h ”"" -, �-, SHOULDER AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12. e _ LO _ - ----- --- EX CALTRAN RW --------- 32.09:. EX- W \ 44 (\`' v/ o. N06'25 EDGE OF EXIST."AQ,#VMT. 43 0111.,- 5+3006 __ _ /__.---- --- ----- -------------------- 1 ---------- V 12A ---- -- ---- ---- -�` ---- --------------------------------------------- -_ __... ------------- - 0+00.00 Na, -- -�- -� .-EX. RW EXISTING AC DIK •. - - �� , ,� ----, ._ _-- ----------------. --------- , 'EX RW' � f` \ . gIlF 1, \ � �Fes' - - --- -• f __.._ �� , 4EX. CAL; ANS RW r- ,,� �, LLJ w -- LLJ rrn C �.ri . �4/1 o u -i N C 44 `' M Q A N c G v v (L °- °- x x x w w w (D 20 10 0 20 40 60 80 100 SCALE: 1'=40' CURVE DATA REV. REVISION DESCRIPTION DATE ENGR. C N0. A R L T A � � 97+42 TO 104+85 REV EOP LOCATION 9/19/3 IIIS Y DATE •'�q SHOULD CONSTRUCTION OF THE REQUIRED FESS PLANS PREPARED BY: � Q�� I ��ql IMPROVEMENTS NOT COMMENCE WITHIN TWO �, �� 3 R�7 WILLDAN �q� `mac, CITY OF FONTANA STREET IMPROVEMENTS O EG'�e� �•eAW11V6 �°¢ 0 I2 14"57'541 732.00' 191. 19' 96. 14' - - ' 47042'32"720.00 599.53 318.38 DIAL TWO WORKING Eu l •�+' ,,�� ��`� 13191 Crossroads Parkway North, Suite 405 YEARS OF THE DATE OF APPROVAL SHOWN HEREON Industry, CA 91746-3497 AND CARRIED FORTH IN A DILIGENT MANNER THE No. C042866 ,' �' (562) 908-6200 • * EXP. 03-31-04 * . DRAWN BY. SCALE: DB/BM SOUTH H AVENUE 1 " =40' DESIGNED BY: F M 104T EMT OF SIERRA AVE. TO DATE: REQUIRE REVISIONS TO THE UNDER THE SUPERVISION OF: BEFORE DAYS BEFORE CITY ENGINEER MAY JC1V1�- �� NJ/SB/CZ �//9AST04-14-03 LIMITYOU DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH qlF pF CA�.l� 04/14/03 CHECKED BY: APPR D BY. DRAWING NO.: • 5 - TOLL FREE 1800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. KENNETH J. RUKAVINA R.C.E. 42866 DATE ov r CZ' Z �2997 "CITY ENGINEER R.C.E 51152 DATE., 3 0 V) z W w 0 n z Q Z CD i-- 0 V)