Loading...
HomeMy WebLinkAbout2997-20W O Ln O N O c.D ,— O^ CD W..' Q- Q= Ln v - O -Ln TI O ~ O t0 ± 61 O t3`� Ln 01� -F t1 70 , c" M 0 Q 0 o N � z I a a O 0 0 ---------- ------------- --- - ---------------- crl) Q0 I— r W V I r^:1-� -`:�i•i �z'- C" .". .�y��. �; �'.t: ���•Tr• �4=�� -s-*;_ r .� Lli ier V) o •� W '�---- W---------- ------------------ ------------ ----------...---- ------------, LLI CS -1 U �- _' Y � i' i, Q \. 0 O ' m 00 --------------Q- ---'.._.__. •------------------- M 0 ----- -- M 6 Q- N � � z ~ a Ln w 3A I SOUTH CURVE DATA NO. 0 R L T 8A 89053'07.691 35.00' 5A.91' 34.93' 8B 90006'52. 34' 35.00' 55.05' 35.07' 8C 37019'08.04, 875.00' 569.92' 295. 48' 8D 37019'08.00- 850.00' 553. 64' 287.04' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 63 ME MEMO NONE MEN ME mom No No ONE mom ME MEN MIMMM No no MEN M 0 M on an M MEE No on EMEEM 0 No ENE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 63 ME MEMO NONE MEN ME ONE mom ME MEN MIMMM no MEN M E MEE M MEE ENE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 63 sa f7_1 O Ln Q + N %r -t37 1-0 Ln + Ln ME MEMO NONE MEN ME ONE ME no MEN M sa f7_1 O Ln Q + N %r -t37 1-0 Ln + Ln +Iw M Ln 65 66 67 VMPRESS AVE. w DO LO L- O OC" + L-0 CO Ln xxr `. Ln + -tn Lo v O "i"- ,C"�/� Ln LO v N c - +t6 m Cr -5 z. o� U N 0 'z a 0 0 ---_ �cr) CV I -- W VV Uj 'PVMT: W� L U W U - Y Y Q HIGHLAND CYPRESS AVE. AVENUE MIWII REVISION DESCRIPTION "v DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IIMPROVEMENTS 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. PROFILE SCALE HORIZ: I"= 40' VERT: I'= 2' CONSTRUCTION NOTES: I PROTECT IN PLACE. 2 REMOVE EXISTING P. C. Cr A. C.. PAVEMENT, OR SOIL. 3 CONSTRUCT 6% INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK AGGREGATE BASE MATERIAL. 3A COLD M I LL 0. 1 ' OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 ' OF A. C. PAVEMENT. 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS. 20 CONSTRUCT 24 -INCH RCP, 2000-D (SEE STORM DRAIN IMPROVEMENTS SHEET 2. DRAWING 3001 FOR TRENCH DETAIL AND NOTES) 26 REMOVE EXISTING DRAIN INLET. 27 CONSTRUCT CONCRETE COLLAR PER A. P. W. A. �) STD. PLAN NO. 380-3 ..NSTRueT 6ep MeDIFIED INLET NET PER BETA 1 I GN SHEET 7 CROSS-REFERENCE NOTES: I FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12. 2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE. 3. EXISTING STORM DRAIN ELEVATIONS PER DWG NO. 2481 SHOWN HEREON ARE WITH RESPECT TO BENCH MARK ON THE TITLE SHEET, DWG NO. 2887. 20 10 0 20 40 60 80 100 SCALE: 1'=40' PLANS PREPARED BY: CITY O FONTANA l lW WILLDAN 13191 Crossroads Parkway North, Suite 405 STREET IMPROVEMENTS Industry, CA 91746-3897 DRAWN BY: SOUTH HIGHLAND AVENUE SCALE: u, No. C060153 (562)908-6200 DB/BM I =40' 40, * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: M 607' EASTO OLEANDER AVE. TO DATE: Jfgl C1VIVO���Q NJ/SB/CZ 167' EAST CY ESS VE. 04-14-03 F or C ko4-1 b3 CHECKED BY: A ROVED BY: t� ZL .�� DRAWING N0. 20 CARLOS A. ZMZrW6 R.C.E. 60153 DATE CZ CITY ENGINEER R.C.E 51152 / DATE: 2997 3 MEMO NONE MEN ME ONE ME no M ENE as MEN No MEN M- 0 wo RE M ME M -m ME No No 0 OEM No No MEN ENOMMEM ME MEN No 0 IMEMEMMENEM 0 ONE ONE ME MEMMISIMMEN 0 MEN mom MEMEENEEMEMEME M M MEMO OEM mMMMMMMMMM NNEEM man NNE mm a now-mump"I'm m No MEN ME MEN No MEN ME M 0 MEN MEN MEN MEN No 0 MENNEN EMEM No ommmommomm NEEMMEMENNEEN NOMMENEEMIEN EMENNEENEEMENE EMENEENEENEEMN NEENEENE MENEM MENEENEENEENNEMEME MEMNON MEMOS EMMEMEMEMMMEMEM OWN mommummom 1. 0 0 M No ONE No 00 EMEMIM MEMENEEM MENEM ONE ONE ME MEN MENEM MEMIM EME MENOMONEE MEMEME +Iw M Ln 65 66 67 VMPRESS AVE. w DO LO L- O OC" + L-0 CO Ln xxr `. Ln + -tn Lo v O "i"- ,C"�/� Ln LO v N c - +t6 m Cr -5 z. o� U N 0 'z a 0 0 ---_ �cr) CV I -- W VV Uj 'PVMT: W� L U W U - Y Y Q HIGHLAND CYPRESS AVE. AVENUE MIWII REVISION DESCRIPTION "v DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IIMPROVEMENTS 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. PROFILE SCALE HORIZ: I"= 40' VERT: I'= 2' CONSTRUCTION NOTES: I PROTECT IN PLACE. 2 REMOVE EXISTING P. C. Cr A. C.. PAVEMENT, OR SOIL. 3 CONSTRUCT 6% INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK AGGREGATE BASE MATERIAL. 3A COLD M I LL 0. 1 ' OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 ' OF A. C. PAVEMENT. 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS. 20 CONSTRUCT 24 -INCH RCP, 2000-D (SEE STORM DRAIN IMPROVEMENTS SHEET 2. DRAWING 3001 FOR TRENCH DETAIL AND NOTES) 26 REMOVE EXISTING DRAIN INLET. 27 CONSTRUCT CONCRETE COLLAR PER A. P. W. A. �) STD. PLAN NO. 380-3 ..NSTRueT 6ep MeDIFIED INLET NET PER BETA 1 I GN SHEET 7 CROSS-REFERENCE NOTES: I FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL SECTIONS AND APWA STANDARD PLANS SEE DRAWING NO. 2997 SHEETS 1-12. 2. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE. 3. EXISTING STORM DRAIN ELEVATIONS PER DWG NO. 2481 SHOWN HEREON ARE WITH RESPECT TO BENCH MARK ON THE TITLE SHEET, DWG NO. 2887. 20 10 0 20 40 60 80 100 SCALE: 1'=40' PLANS PREPARED BY: CITY O FONTANA l lW WILLDAN 13191 Crossroads Parkway North, Suite 405 STREET IMPROVEMENTS Industry, CA 91746-3897 DRAWN BY: SOUTH HIGHLAND AVENUE SCALE: u, No. C060153 (562)908-6200 DB/BM I =40' 40, * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: M 607' EASTO OLEANDER AVE. TO DATE: Jfgl C1VIVO���Q NJ/SB/CZ 167' EAST CY ESS VE. 04-14-03 F or C ko4-1 b3 CHECKED BY: A ROVED BY: t� ZL .�� DRAWING N0. 20 CARLOS A. ZMZrW6 R.C.E. 60153 DATE CZ CITY ENGINEER R.C.E 51152 / DATE: 2997 3