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HomeMy WebLinkAbout3100-2-____=�=-�-�_-- _ _� _w�.��.__ __._ �,___;—�-----4 •. _ sem----- __ _ -- -- 7 -_ -•-y _ - ---t.� _ , '-p i �..__,.�.�...y_a �--4-----•-i.�� - ....tet ..__ - ..._per-.�._...r _ _ � _ ___.._ ._._ --_._ :t �z 8+00 NOTES: 1. SECTION w/ PARAPET WALL SEE SECTION A—A ON SHEET 6 OF 6. FOR REBAR SCHEDULE SEE DETAIL/ I\ 2 w�j 4 65 No I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 9+00 � 21 REV. REVISION DESCRIPTION 10+00 11+00 GHQ, QGe \ \\ ^4, MATCH EXIST TRAIL REPLACE BASELINE AVE STRIPING PER DWG # 3146 STRIPING AS NECESSARY TO MATCH ' 26 25 `- 27 G200-66 G200-68 EDGE OF CHANNEL, c33-1(LT) F EDGE OF CHANNEL JOIN EX AC BERM PROFILE SCALES 11 11 14+00 11 'i tE SEWER gs " �1J IWG N0. 7 r x00 0 \ \ \ off` \ �} t0y\ 27 27 R1 G2 —66 o G200-68 AC BERM G33-1(RT) 24 AC BERM 24 STRIPING DETAIL FOR WALKWAY SCALE: 1" = 40' DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA CALIFORNIA QROFESS/0❑M � c COMMENCE WITHIN TWO YEA o q an IncY RS OF THE DATE OF APPROVAL ��, PRD eo ' ��� �� ❑® Civil Engineering •Planning • Surveying "Public Works BASE LIME AVENUE o NC �F SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, y z y g DRAWN BY: V X g RM STORM DRAM I0pROVENENTS SCALE: LO W m 9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730"(909) 484-9090 RLM, REF, MFP pLgN AND PROFLE 1"=40'-0" Lo THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � No. 24573 * Exp. 12/31/05 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: STATION 8+09.51 TO 12+10 DATE: _ 6' s RLB STRJ:�/VG AND SKN4NG 10-2-00 ' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q C►V►\� CHECKED BY: APPRO D BY: = o / / DWG NO.: 4, N OF CALIF RICHARD L. BOWMAN R.C.E. 24573 DATE: RL 1� � c-�`./ %" -r/el w ,3100 2 STANDARDS IN EFFECT. 7 CITY ENGINEER R-C.E. 51152 DATE: o CONSTRUCTION NOTES (D— CONSTRUCT 10'x8' SINGLE REINFORCED CONCRETE BOX PER DETAIL 1/3. 21�-- CONSTRUCT CONCRETE CHANNEL WALL PER DETAIL 2/3. 3Q— JOIN EXISTING CONCRETE CHANNEL WALL PER DETAIL 3/4. 4a-- NOT USED. 5O— REMOVE EXISTING CHANNEL WALL BETWEEN STATIONS 8+08.45 AND 9+98.86. SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY FOR A CLEAN REMOVAL. CONSTRUCT CONCRETE CHANNEL INVERT SLAB. 7a-- CONSTRUCT &' PARAPET WALL PER DETAILS 2/5 AND 3/5. 24 APPLY TRAIL CENTERLINE STRIPE PER DETAIL ON SHT 1. ©5 -- APPLY 12" WHITE STRIPE STOP BAR/CROSSWALK. 26 APPLY "STOP" (48"X38") PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. ©7 — REMOVE EXISTING SIGNS AND REPLACE IN SAME LOCATION. LEGEND H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION ---- TRACT BOUNDARY / PROPERTY LINE -' DIRECTION OF FLOW XXX EXISTING SPOT ELEVATION G.B. GRADE BREAK O.C. ON CURB ANG. PT. ANGLE POINT B.C. BEGIN CURVE E.C. END OF CURVE W WATER S SEWER T.W. TOP OF WALL T.F. TOP OF FOOTING INV INVERT —77— PROPOSED CONTOUR DBL DOUBLE EXISTING STORM DRAIN CENTER LINE o 1"= 4040 0 40 80 LO I scale feet' o` DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA CALIFORNIA QROFESS/0❑M � c COMMENCE WITHIN TWO YEA o q an IncY RS OF THE DATE OF APPROVAL ��, PRD eo ' ��� �� ❑® Civil Engineering •Planning • Surveying "Public Works BASE LIME AVENUE o NC �F SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, y z y g DRAWN BY: V X g RM STORM DRAM I0pROVENENTS SCALE: LO W m 9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730"(909) 484-9090 RLM, REF, MFP pLgN AND PROFLE 1"=40'-0" Lo THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � No. 24573 * Exp. 12/31/05 * PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: STATION 8+09.51 TO 12+10 DATE: _ 6' s RLB STRJ:�/VG AND SKN4NG 10-2-00 ' BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q C►V►\� CHECKED BY: APPRO D BY: = o / / DWG NO.: 4, N OF CALIF RICHARD L. BOWMAN R.C.E. 24573 DATE: RL 1� � c-�`./ %" -r/el w ,3100 2 STANDARDS IN EFFECT. 7 CITY ENGINEER R-C.E. 51152 DATE: o