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Home My WebLink About3444-14W W Z W V) _ U a SOUTH CURVE DATA NO. R L T Q 89053'201 m 55. 07' 35. 09' DD m 35. 00' MOMEME SOMEONE 35.07' DRAWING NO.: 14 1 --id: N Ln LLJ MEMMEMEM mmm UOQ Z �` OOES 1 = Q ©�'m�' 0 . Z� ME ONE c- MEMEME CL 0 ENO (L CL N N N F— t0 c+0 (. LA , do 0 CC LW Z + 0 wCLvVi � w w m 0 a �r 3A 0 IMMESSIMMEMEMEMEM 0 MEN so 0 EMEMEMONMEMSEM ME M ONE No No No No ME No ME ISOM ME 0 MEMNON EMSEMEMEENEEMMEEMENOM 0 ME ME ONE ME EMOOMEMOMMEMENNEENEON NONE 0 0 on 0 No ME MEN 0 M 0 NONE OMMEMMEMM No .. .... . Now mom mom 0 0 0 No M EMEMOM No No ME MW E MEMNON ME NONE 0 M .000 SEEM MONSOON M No mom 0 M No MMEMEM 0 ME MEMEMME ENOM M mom ON 0 No ON M MENNEN MONOSSON MENEM MOEN 0 No mom 0 MESIM mom No MEN 0:0 mom 0 0 0 M No a 0 mom DOE ME No No MENOMINEE mom 0 0 ME 0:00M No MEMEME mom so SOMEONE ME ON 0 mm M mom M NEEMMEM,mmom MEMEMEME M mom. 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NONE No No No M m MENEM MENEM M MIMMENOM OEM AIMN mMMll, 11 F,,7�7�210000 NOW MMEM No No 0 MEMEEMME MENEM 'NEMENEENNE INEMENEENNEIMMEMEMENE RISE M 0 M ON M M No ME MEEMEMMEMEME ME MEMEMENOM ENEEM mmm� Nam M No M so .0 0 0 mom ME MENOMMISEEM MEMENEENE MENEM EMEMENIMSEEMENNISM MOMENIMMENEEMENEEMM MOEN 0 0 SEEMENO MENEM MMEM ENEEMEMM mom No MEN ME No MMO MEN M 0 0 M MIMEM MEMMEMOMME MENEM MEN ENO ME No MMEMMEM MEMENSIM 1"'Immem mom am m Ri no 1, mm ....... ....... ISM . .. ............. momNNFNrr��illil�lr�� d �■v■ �■■� W W Z W V) _ U a SOUTH CURVE DATA NO. R L T Q 89053'201 35. 00' 55. 07' 35. 09' DD 90007'051 35. 00' 55. 05' 35.07' o D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE I-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a HIGHLAND REV. REVISION DESCRIPTION RECoeZ> 4%e4w/n/5v ADDED SIDEWALK ^ND *40" 70 i4® �P_ � wmm=,IININ ice, bb 67 68 69 CYPRESS AVE. 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. Ul Ul U AVENUE O O v SCALE: 1 " =40' LO oiS 0 DATE: --Q-- ~ cn o DRAWING NO.: 14 1 --id: N Ln LLJ UOQ Z �` OOES 1 = Q ©�'m�' • . Z� rn --� c- O cD CL 0 �' (L CL N N N F— t0 c+0 (. LA , do 0 CC LW Z + 0 wCLvVi � w w a �r 3A Ul Ul U AVENUE CONSTRUCTION NOTES: I PROTECT IN PLACE. 2 REMOVE EX I ST I NG P. C. Co A. C. , PAVEMENT, OR SO I L. 3 CONSTRUCT 6 INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK CRUSHED 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. O4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. n4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. 4E CONSTRUCT ASPHALT CONCRETE DIKE TYPE F PER CALTRANS STD. PLAN A87. 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS. 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145. 19 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. iv1T MEDIAN TAPER PER APWA STD. PLAN NO. 140-2. W AND L PER PLAN. NOT A PART 10 CONSTRUCT 4" P. c. [. SipewA1.►c pEQ CITY Op 19ONTANA SrAMPARP PLAN NO. 1006 CROSS-REFERENCE NOTES= I. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE. 2. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES TYPICAL SECTIONS APWA STANDARD PLANS SEE DWG NO. 3444 SHEETS 1-11. 3. SEWER IMPROVEMENT PLANS DWG. NO. 3445 A. STORM DRAIN IMPROVEMENT PLANS DWG. NO. 3446 20 10 0 20 40 60 80 100 SCALE: 1'=40' PLANS PREPARED BY: OQ�pEESSJpygl W WILLDAN 13191 Crossroads Parkway North, Suite 405 z Z Industry, CA 91746-3497 DRAWN BY: W " No, C042866 a T (562) 908-6200 DB * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: Jr o1V1\- SB qlF OF C 0�— ,� _ D.) CHECKED BY: KENNETH J. RUKAVINA R.C.E. 42866 DATE VM CITY OF FONTANA STREET IMPROVEMENTS. SOUTH HIGHLAND AVENUE OM 6071 E ST OF OLEANDER AVE TO 18T E 11T OF YPRESS AVE. AP OVED B 71L5 .0,3 CITY ENGINEER R.C.E 51152 DATE: V ! z W W 0 :2 0 V) O O v SCALE: 1 " =40' LO 0 DATE: o 09-25-03 cn o DRAWING NO.: 14 1 --id: N 3444 16 LLJ W 1 = CONSTRUCTION NOTES: I PROTECT IN PLACE. 2 REMOVE EX I ST I NG P. C. Co A. C. , PAVEMENT, OR SO I L. 3 CONSTRUCT 6 INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK CRUSHED 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. O4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. n4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. 4E CONSTRUCT ASPHALT CONCRETE DIKE TYPE F PER CALTRANS STD. PLAN A87. 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS. 16 CONSTRUCT MEDIAN TREATMENT PER CITY OF FONTANA STD. PLAN 145. 19 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. iv1T MEDIAN TAPER PER APWA STD. PLAN NO. 140-2. W AND L PER PLAN. NOT A PART 10 CONSTRUCT 4" P. c. [. SipewA1.►c pEQ CITY Op 19ONTANA SrAMPARP PLAN NO. 1006 CROSS-REFERENCE NOTES= I. CONTRACTOR SHALL MAINTAIN GRADES AT CENTER LINE EVEN THOUGH REMOVALS EXTEND BEYOND CENTER LINE. 2. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES TYPICAL SECTIONS APWA STANDARD PLANS SEE DWG NO. 3444 SHEETS 1-11. 3. SEWER IMPROVEMENT PLANS DWG. NO. 3445 A. STORM DRAIN IMPROVEMENT PLANS DWG. NO. 3446 20 10 0 20 40 60 80 100 SCALE: 1'=40' PLANS PREPARED BY: OQ�pEESSJpygl W WILLDAN 13191 Crossroads Parkway North, Suite 405 z Z Industry, CA 91746-3497 DRAWN BY: W " No, C042866 a T (562) 908-6200 DB * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: Jr o1V1\- SB qlF OF C 0�— ,� _ D.) CHECKED BY: KENNETH J. RUKAVINA R.C.E. 42866 DATE VM CITY OF FONTANA STREET IMPROVEMENTS. SOUTH HIGHLAND AVENUE OM 6071 E ST OF OLEANDER AVE TO 18T E 11T OF YPRESS AVE. AP OVED B 71L5 .0,3 CITY ENGINEER R.C.E 51152 DATE: V ! z W W 0 :2 0 V) o► v SCALE: 1 " =40' 0 DATE: o 09-25-03 cn o DRAWING NO.: 14 1 --id: N 3444 16 N 4- c"