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HomeMy WebLinkAbout3.2-545LIST OF DRA WINGS SHEE T 7 T1 TL E SHEE T SHEET 2 TRAFFIC SI GNA L SHEET 3 S TREE T, SIGNING AND STRIPING PLA N CAL TRANS 2006 CITY OO F BA : ERSFIELD TRA FFIC SIGNA L AND L IGH TING SYSTEM INS TA L LA TION ON UNION A VENUE A T HOSKING AVENUE STANDARD PLANS FEDERAL PROJECT NO CML -5709(750) ES- 7A ES -3C ES -5C ES -9B A208 RSP A88A •LOS ANGELES ES -1 B ES- 4ASAN ES -5D ES- 70 A20C DISCO ES- 7 C ES- 4B ES -6A ES- 7 7 A20D ES -28 ES- 4C ES- 6B T-11 A24A 5 . ... ... ITT STATE OF CALIFORNIA ES -2C ES- 4D ES- 7A T-12 A24B _J:LT E=l=E WMITEAN E- WHITE LANE ES -2E ES- 4E ES- 7F ES -13A A24C � NOTE: I _ it-- THE CON TRA C TOR MUST POSSESS THE FOLL 0 W/NG ES -3A ES -5A ES- 7H ES -13B A24D I = VALID LICENSES: A C,14SS 4 or C— >O ES -3B ES -5B ES -8 A 20A A 24E ,G����' NO TE:THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO ,.. EXCA VA TION. CITY STANDARDS S-1, ST -2, S-6, T-19 CONVENTIONAL SYMBOLS F7 EA SEMEN T — — — — _ — — EXIST CURB & CUTTER o a -- RIGHT-OF-WAY --------------- EXIST. A. C. FL0WLINE 0 CENTERLINE W l� EXIST EDGE OF PA VEMEN T � RAILROAD TRACKS � � � � idT GUARD RAIL =# X CHAIN LINK FENCE IMPROVEMENTS KI G AVE o a GOLDEN VALLEY HIGH SCHOOL => W Z J � UTILITY SYMBOLS Z MaAECT ��n0N z w EXIST WATER LINE S EXIST SEWER LINE N G EXIST GAS LINE SD EXIST STORM DRAIN OH EX II ES AERIAL E EXIST UNDERGROUND TAFT HWY PANAMA ROAD) POWER LINE TV EXI S T UNDERGROUND T EXIS T UNDERGROUND TV CABLES APPROVED BY. PHONE LINE L OCA TION MAP M.H. F.H. FEDERAL PROJECT �- 0 MANHOLE � FIRE HYDRANT RAUL M. R.C.E. 39800, EXPIRES 12-31-09 DATE SIGNAL UNION A VENUE A T HOSKING A VENUE I P. P. PUBLIC WORKS DIRECTOR Q -�- POWER POLE El M WATER METER NOT TO SCALE e ON RpFESS/ pEAN q� �. APPROVAL RECOMMENDED BY: Ur W. V. � o R0 EXISTING MONUMEN T WATER VALVE W �� `' rn C 46803U q, * Exp. 6-30-11LL G.M. FINAL PAY QUANTITIES * A SISTANT PUBLIC WORKS DIRECTOR v 3, DATE LLDD FU TORE MONUMEN T ® GA S ME TER `�� C I I �- �P -9 V � ROAD WA Y EXCA VA Tl TF of CAS_ S. �. �. �_ N 700 C Y C 0 3 �'7 � 3 STREET LIGHT �Q GAS VALVE REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 2450 SF CIVIL NGINEER Iv - SIGN ENGINEERING DATE d' THERMOPLASTIC DETAIL 22 434 LF THERMOPLASTIC DETAIL 27 1162 LF 0-� STREET LIGHT W/MAST ARM BENCHMARK THERMOPLASTIC DETAIL 29 126 LF THERMOPLASTIC DETAIL 38 230 LF C.O. THERMOPLASTIC/Xy fri.3 Ile PAVEMENT MARKINGS (WHITE) 557 SF TRAFFIC ENGINEERING DATE ® CLEAN OUT �- A U TO SCOPE Job No.: T9K114 TRAFFIC SIGNAL AND LIGHTING SYSTEM NO 1 © PRE-EMPTION DEVICE File Path: S: \PROJECTS\R/t\Projects 08-09\HoskingUnion\T9kll4 OF UnionHoskings-2.dwg UNION AVENUE AT HOSKING AVENUE 3 T Name: T9Kll4UnionHoskings-2.dwg SHEETS 0 1 2 3 POLE SCHEDULE MASTARM SIGNALS SIGNS LOC. STANDARD LIGHTING VEHICLE WALK W -DW PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK :0' 0 POLE OR MASTARM MOUNTED 151(s) SV -1- T(C) 29-5-100 (S) 50' (S) L MST(C) SP-1-T(C) 02(C) 08(C) HOSKING AVENUE (S) 6 MA B TYPE 1 A (S) TV -2- T(C) SP-1-T(C) 08(C) 02(C) C15' (S) SV -1- T(C) UNION AVENUE (S) 29-5-100 (S) G 50' (S)L MAT C 02(C) R3-4 (C) R9 -3a V L TYPE 1 A (S) TV -2- T(C) SP-1-T(C) 02(C) 151(s) SV-1-T(C) 29-5-100 (S) 50'(S) L MAS(C) SP -1- T(C) 06(C) HOSKING A VENUE (S) 6 0 M TYPE I (S) TV-2-T(C) 06(C) J 151(s) 19-4-100 (S) 30'S SP-1-T(C) 08(C) 06(C) UNION AVENUE (S) 6 SCALE.' 1 "=20' () H TYPE lA (S) TV -2- T(C) SP-1-T(C) 06(C) 08(C) o 26-4-80 (E) 15' (E) REMOVE & 45 (E) FA RS SALVAGE J 26-4-80 (E) 15' (E) FA RS REMOVE & Q_ 45' (E) SALVAGE POLE SCHEDULE NOTES (S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED, (E) EXISTING New signal poles, lA poles, and luminaire most arms, connection hardware, and anchor bolts will be City furnished and delivered by the contractor to the site from the City Airport located at 2000 So Union Ave. Contact City's Electrical Supervisor at least 48hrs prior to II pick—up. All other equipment shown in the pole schedule, except street name signs shall be furnished by the contractor. All pedestrian push buttons shall be ADA and placed at a minimum height of 3' *Pull muletope for future vehicle detection comeros. Wind 20' in cabinet and place on hook per special provisions. Q Ln n R1W - - EX EPQ) fzw /P �17 QO P. P. P.P. TV TV T. C� FO FO FO FO 5(T) F 0 I I I 6✓2L 6✓2U 5(T) 0_0 1 I 1 I I G __.. � c .—..-.- Stn 10+00 FO 06 01 l 23 I I ' 10 ' I 5, TV 60' 0 9 Q FO r" O � 0 � atg� 14 ---- Y RIW N 21RS 22 5( EX EP 15 0 T) 20 C) R/W 345 LF Q) HOSKING A VENUE .c co 1 XX DENOTES STANDARD NOTE AS APPLIED TO CONDUIT RUNS. F 0 I I I 6✓2L 6✓2U 5(T) 0_0 1 I 1 I I G __.. � c .—..-.- Stn 10+00 FO 06 01 l 23 FAIRS h i I I I I I I i I I I I I I i I I I I I M, mm A 5,(T) P5 2'(TYP) I - 345' LF TV TV FO FO EX EP QROFESS/ON pEAN R q� �. 3 � Z,-, 2 REGIST RED (—L0"EN(—,1NFFR C 46803 Rq * Exp. 6-30-11 CITY OF BAKERSFIELD q P CiVIL 1509 TRUXTUN A VENUE SCALE: I"=10' F OF BAKERSFIELD, CA 93309 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / SA 4 THRU LANE 10' 15' 2'--� LEFT TURN LANE 10 ' 10 ' 10 ' STOP BAR LOOP L A YOU T NTS TV FO .P. TV 5(T) FO TYPE E LOOP DETECTOR EN 55' CB A2 WK 70' 4'TYP �? ___ - —_ WPR � I• CONDUCTOR CONDUITSIZE I• CONDUCTOR ' •- nA W W MR&An AILD\WI�.�W&nAnnAnA&WIA\I'�\I�'\ • #10 LIGHTING PRE-EMPTION CABLE #4 SERVICE(PRIMARY)'MMNMMMMMMMMMMMNMMNNmomommmmom 04 DETECTOR CITY OF E?AKERSFIELD 1--% A LIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K114 Date: Aug. J1, •• 01/ 11 DCONSTRUCT/ON NOTES: R/W I 1❑ Contractor shall install City furnished Type 170e controller and 332 cabinet assembly. Service shall be 120v/240v Type 111 -BF, furnished and installed by the Contractor on the 02 southeast corner. Pull box in front of controller shall be #6. Pull box adjacent to PG&E electrical service point shall be PG&E 11043459. The existing service pedestal shall be removed and salla ed as shown on the Inns 9 P Contractor shall install conduit from electrical service point PG&E 11043459 pull box to Type 111 -BF service pedestal. All other pull boxes shall be standard 115 or 115 (T), traffic rated where noted on the plans and per May 2006 Cal Trans State Std ES -8 latest edition. Contractor supplied luminaires shall be cutoff type, 20OW HPSV on poles 0, ® All pedestrian indication modules shall be new, LED "Upraised Hand," and "Walking Person" combo, international symbol types as detailed in the Specifications. All new signal indications shall be 12" LED "Red," "Green, " and "Yellow" per Specifications. 1 F5 Locations of the standards shall be 4' minimum between face of the pole and the Type "A" AC Dike or the flowline where applicable, or as directed by the engineer at the site. 9 © Contractor shall install 4 (four) City -furnished Opticom 711 preemption devices. The Contractor shall furnish and install cables and mounting hardware (Pelco AB -121). One Opticom 754 phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. The contractor shall provide on on site Opticom technician. Contact an Opticom Representative 48 hours prior to signal activation. All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for locating utilities in the field is the Contractor's. ® Contractor shall remove pavement markings/striping as indicated on the plan, including markings by obliterating a rectangle whos limits are the edge of each word. Under no I circumstances are the letters to be removed individually. Once the markings have been removed, they shall be replaced with temporary tape word markings until the day the signal is activated. All temporary tape pavement markings shall be removed prior to signal activation. Refer to "Order of Work" Section of the specification. See sheet 3 Striping and Signing plan. 1 ❑9 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E detector loops shall be 6 ft in diameter. Detector loops and 1 lead-in cables within 8 feet of the curb flowline or edge of pavement shall be a minimum of 1.5 inches below the surface of the paving. Loops shall be installed only between the hours of 8: 30 am -4: 30 pm. Type C loop for eastbound traffic shall be 6 x20'. 10 All unused, salvaged material shall be delivered, by the Contractor to the City Airport located at 2000 So Union Ave. Contact City's Electrical Supervisor 24 hours prior to delivery at (661) 326-3152. ' I � S I � . 5(T) ct- -21-09 Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION SHEE T NO. Engineer: NF/RL T Checked By- UNION AVENUE AT HOSKING AVENUE 2 OF 3 0 1 2 3 I I ' 10 ' I 5, FAIRS h i I I I I I I i I I I I I I i I I I I I M, mm A 5,(T) P5 2'(TYP) I - 345' LF TV TV FO FO EX EP QROFESS/ON pEAN R q� �. 3 � Z,-, 2 REGIST RED (—L0"EN(—,1NFFR C 46803 Rq * Exp. 6-30-11 CITY OF BAKERSFIELD q P CiVIL 1509 TRUXTUN A VENUE SCALE: I"=10' F OF BAKERSFIELD, CA 93309 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / SA 4 THRU LANE 10' 15' 2'--� LEFT TURN LANE 10 ' 10 ' 10 ' STOP BAR LOOP L A YOU T NTS TV FO .P. TV 5(T) FO TYPE E LOOP DETECTOR EN 55' CB A2 WK 70' 4'TYP �? ___ - —_ WPR � I• CONDUCTOR CONDUITSIZE I• CONDUCTOR ' •- nA W W MR&An AILD\WI�.�W&nAnnAnA&WIA\I'�\I�'\ • #10 LIGHTING PRE-EMPTION CABLE #4 SERVICE(PRIMARY)'MMNMMMMMMMMMMMNMMNNmomommmmom 04 DETECTOR CITY OF E?AKERSFIELD 1--% A LIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K114 Date: Aug. J1, •• 01/ 11 DCONSTRUCT/ON NOTES: R/W I 1❑ Contractor shall install City furnished Type 170e controller and 332 cabinet assembly. Service shall be 120v/240v Type 111 -BF, furnished and installed by the Contractor on the 02 southeast corner. Pull box in front of controller shall be #6. Pull box adjacent to PG&E electrical service point shall be PG&E 11043459. The existing service pedestal shall be removed and salla ed as shown on the Inns 9 P Contractor shall install conduit from electrical service point PG&E 11043459 pull box to Type 111 -BF service pedestal. All other pull boxes shall be standard 115 or 115 (T), traffic rated where noted on the plans and per May 2006 Cal Trans State Std ES -8 latest edition. Contractor supplied luminaires shall be cutoff type, 20OW HPSV on poles 0, ® All pedestrian indication modules shall be new, LED "Upraised Hand," and "Walking Person" combo, international symbol types as detailed in the Specifications. All new signal indications shall be 12" LED "Red," "Green, " and "Yellow" per Specifications. 1 F5 Locations of the standards shall be 4' minimum between face of the pole and the Type "A" AC Dike or the flowline where applicable, or as directed by the engineer at the site. 9 © Contractor shall install 4 (four) City -furnished Opticom 711 preemption devices. The Contractor shall furnish and install cables and mounting hardware (Pelco AB -121). One Opticom 754 phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the Traffic Engineer in the field. The contractor shall provide on on site Opticom technician. Contact an Opticom Representative 48 hours prior to signal activation. All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for locating utilities in the field is the Contractor's. ® Contractor shall remove pavement markings/striping as indicated on the plan, including markings by obliterating a rectangle whos limits are the edge of each word. Under no I circumstances are the letters to be removed individually. Once the markings have been removed, they shall be replaced with temporary tape word markings until the day the signal is activated. All temporary tape pavement markings shall be removed prior to signal activation. Refer to "Order of Work" Section of the specification. See sheet 3 Striping and Signing plan. 1 ❑9 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E detector loops shall be 6 ft in diameter. Detector loops and 1 lead-in cables within 8 feet of the curb flowline or edge of pavement shall be a minimum of 1.5 inches below the surface of the paving. Loops shall be installed only between the hours of 8: 30 am -4: 30 pm. Type C loop for eastbound traffic shall be 6 x20'. 10 All unused, salvaged material shall be delivered, by the Contractor to the City Airport located at 2000 So Union Ave. Contact City's Electrical Supervisor 24 hours prior to delivery at (661) 326-3152. ' I � S I � . 5(T) ct- -21-09 Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION SHEE T NO. Engineer: NF/RL T Checked By- UNION AVENUE AT HOSKING AVENUE 2 OF 3 0 1 2 3 J cl' NN 115 SF 1 561 SF 1 NWW� +oo 85 W3-1, W3-3 9 EX EP PAVEMENT ANGLE POINT `z ? ? -- STA 5+46.00 W �, Q cnmmZ 110' J CQ 0 Cr I 14.70' EX EP 0 0 N 0) 0 0 N 0 m � 0 616 LF 4a 15' 12.5 EX SIGN PROTECT IN PLACE 1 ' SAWCUT (TYP) pZ � Y J a�, Q) N Z� 3 "Q II +U N" Q� k- jLn o Q Q) Ln ~ QCl- N O r< 0 d v (Z; Ln +rid ~ Z �W 1240 LF 30' / L4.75 8, 1248 LF 25.65' 0 N1W Corn er LO N Sf W Corner Te "A �� Dike `N Q `�' „ „ 1=20' yp e o �, Q Typ e A D ik e De tail o De tail W W Q 60 LF �4 -�--- Cn aims R/W R9 -3a 14 N 12'-20' 7.5'-20' EXISTING DETAIL 27 1' SA WCU T 1 ' I 2% a` -2% EXISTING PA VEMENT o .2 A. C. .45 A. C. 1.05 A.B. 1.0' NA TI VE GROUND COMPA C TED TO 959' RELA TI VE COMPACTION. GAC RAMP AREA (TYP) TYPE "A" PER CAL TRANS STATE STD PLAN A87B, LATEST VERSION A HOSKING A VE STA. 3+68.50 TO 9+58.00 NTS CITY OF BA KERSFIEL D, CALIFORNIA 323 LF R/W 1' — 2 A.C. EX EP 15' HOSKING AVE 170 W W 12 46 LF--, Sto 10+00 13.5 �5 SF, --I- 4'-28.5' N 12.5' 1' SA WCU T 2% I 2 % — _�— 230 SF C �- EXI S TING PA VEMEN T 0 .45 A. C. 1.05' A. B. 1.0' NA Tl VE GROUND COMPA C TED TO 959 RELA TI VE COMPACTION. AC RAMP AREA (TYP) TYPE "A- PER CAL TRANS STA TE STD PLAN A87B, LATEST VERSION HOSKING A VENUE 153 SF (D - )STA. STA. 6+97.00 TO 9+57.50 NTS n 3 CONSTRUCT/ON NOTES= NIEE Corn er F� pEAN q� Ol CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS O9 REMOVE SIGN PANEL AND REPLACE WITH SIGN PANEL INDICATED. o� r -,W INDICATED ON THE PLANS CITY OF BAKERSFIELD 1509 TRUXTUN O INSTALL THERMOPLASTIC CROSS WALK STRIPING. 10 SAWCUT AND REMOVE EXIST/NG PAVEMENT AS SHOWN ON THE PLAN. INSTALL NEW PAVEMENT (SHADED AREA) O INSTALL THERMOPLASTIC J WI TH .45' TYPE "A " AC OVER 1.05' CLASS Il AGGREGA TE BASE OVER 1.0' NA TI VE SOIL COMPACTED TO 959' "A" Z QW DETAIL 22 OLO RELATIVE COMPACTION. SEE DETAIL SECTIONS "B'; & "C" THIS SHEET 4O INSTALL THERMOPLASTIC DETAIL 27 11 GRADE AREA BEHIND NEW EDGE OF PA VEMEN T AND BACK OF RAMP ON S/W, N/W AND N/E CORNERS TO MA TCH O5 INSTALL THERMOPLASTIC DETAIL 29 C QZN N EXISTING GROUND, MAX SLOPE 4: 1. SEE DETAIL SECTIONS A, B, & C THIS SHEET "A " 3 BZW 12 INSTALL TYPE AC DIKE PER MA Y 2006 CAL TRANS STD PLAN A87B, LA TEST VERSION AS SHOWN ON THE O6 INSTALL THERMOPLASTIC DETAIL 38 PLANS. PROVIDE 5 LF DIKE BREAKDOWNS A T EACH CROSSWALK AS SHOWN ON THE PLANS, THIS SHEET �V L Z Q O INSTALL THERMOPLASTIC TYPE lV(R), lV(L), OR TYPEUIII ARROW 13 SAWCUT 1' (TYP) AND REMOVE EXISTING MEDIAN ISLAND CURB AND NOSE. CONSTRUCT NEW PCC MEDIAN TANGENT AS INDICATED ON PLAN. TO THE FUTURE STOPBAR AS INDICA TED ON THE PLAN. NEW MEDIAN NOSE RADIUS SHALL BE 2' PA TCH EXCA VA TED O8 REMOVE SIGN INDICATED AREA OF MEDIAN REMOVAL PER COB STD S-6. 14 INSTALL SIGN INDICATED J cl' NN 115 SF 1 561 SF 1 NWW� +oo 85 W3-1, W3-3 9 EX EP PAVEMENT ANGLE POINT `z ? ? -- STA 5+46.00 W �, Q cnmmZ 110' J CQ 0 Cr I 14.70' EX EP 0 0 N 0) 0 0 N 0 m � 0 616 LF 4a 15' 12.5 EX SIGN PROTECT IN PLACE 1 ' SAWCUT (TYP) pZ � Y J a�, Q) N Z� 3 "Q II +U N" Q� k- jLn o Q Q) Ln ~ QCl- N O r< 0 d v (Z; Ln +rid ~ Z �W 1240 LF 30' / L4.75 8, 1248 LF 25.65' 0 N1W Corn er LO N Sf W Corner Te "A �� Dike `N Q `�' „ „ 1=20' yp e o �, Q Typ e A D ik e De tail o De tail W W Q 60 LF �4 -�--- Cn aims R/W R9 -3a 14 N 12'-20' 7.5'-20' EXISTING DETAIL 27 1' SA WCU T 1 ' I 2% a` -2% EXISTING PA VEMENT o .2 A. C. .45 A. C. 1.05 A.B. 1.0' NA TI VE GROUND COMPA C TED TO 959' RELA TI VE COMPACTION. GAC RAMP AREA (TYP) TYPE "A" PER CAL TRANS STATE STD PLAN A87B, LATEST VERSION A HOSKING A VE STA. 3+68.50 TO 9+58.00 NTS CITY OF BA KERSFIEL D, CALIFORNIA 323 LF R/W 1' — 2 A.C. EX EP 15' HOSKING AVE 170 W W 12 46 LF--, Sto 10+00 13.5 �5 SF, --I- 4'-28.5' N 12.5' 1' SA WCU T 2% I 2 % — _�— 230 SF C �- EXI S TING PA VEMEN T 0 .45 A. C. 1.05' A. B. 1.0' NA Tl VE GROUND COMPA C TED TO 959 RELA TI VE COMPACTION. AC RAMP AREA (TYP) TYPE "A- PER CAL TRANS STA TE STD PLAN A87B, LATEST VERSION HOSKING A VENUE 153 SF (D - )STA. STA. 6+97.00 TO 9+57.50 NTS n 3 8 R1-1 S.L. 8'X60' — 30 SF 37' 271 SF022 Sta 10+ Ili& � 8)R1-1 EX EP ■ m - 196 SF QRpFESS/p� NIEE Corn er F� pEAN q� Type "A ")Dili e =20' 00 c REGIS TEED_L ENGINEER C 46803 o� r -,W * Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE OF BAKERSFIELD, �Q REVISIONS No. J J Z QW Z pO OLO Ul�l 2 / / 3 C QZN N N 3 BZW Q;o o�Q �V L Z Q nim U)z 8 R1-1 S.L. 8'X60' — 30 SF 37' 271 SF022 Sta 10+ Ili& � 8)R1-1 EX EP ■ m - 196 SF X471 ' 12 57 LF a; °. 4.0' P. P. 38' I O9 W3-1, W3-3 I �— ---1, ----------- _----- 15 QRpFESS/p� NIEE Corn er F� pEAN q� Type "A ")Dili e =20' 00 REGIS TEED_L ENGINEER C 46803 o� r -,W * Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE OF BAKERSFIELD, CA 93301 CA0 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 // X471 ' 12 57 LF a; °. 4.0' P. P. 38' I O9 W3-1, W3-3 I �— ---1, ----------- _----- 15 _---------- I I '- ------------ STA 11 + 68.80 19.30' R T _ �`` -- --- --� - - -- END DE T 29 MATCH EX. I I_ BEGIN DET 22 HOSKING A VENUE ` 1 1 '3 SF 1 IV FINISH GRADE i 8 R1-1 R/W I i I .45' A. C. 1' VARIES I I 1. 05 ' A.B. SAWCUT o TOP ExsnNO I PAVEMENT 112%—I I € I I II LEGEND I II=11 _=1I 0VERLAY I I 2' F.H..C. DEPTH OF COLDPLANE AT LIMIT COLDPLANE AND CAP PER SECTION "C" AND AS I I. 2 A.C. TO MATCH DEPTH OF OVERLAY H + H + H INDICATED ON THE PLANS 1 230 SF 1.0' NA TI VE GROUND COMPA C TED TO 957 RELA TI VE COMPACTION.; , o T YPE "A " ASPHAL T PA VEMEN T PA VEMEN T SEE Q CONSTRUCTION NOTES AND SECTION DETAILS THIS ` I 11 AC RAMP AREA (TYP) TYPE "A" AC DIKE PER € STATE STD PLAN A87B, NOTE 4, LATEST SHEET. I I 9 W3-1, W3-3 VERSION MEDIAN ISLAND NOSE REMOVAL AND RECONSTRUCTION NJU SCALE: 1 "=30' I C HOSKING A VE NTSSEE NOTE 13, AND THE SPECIAL PROVISIONS. ' �• 3 STA. 10+ 45.80 TO 12+ 30.50 File Nome: T9K114Hoskin sUnion08-21-09 Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION PUBLIC WORKS DEPARTMENT Job No.: T9K114 Engineer: NFIRL T Date: Aug. 28, 09 1 Checked By. -U-- UNION A VENUE A T HOSKING A VENUE SIGN/NG/STRIPING/PA VEMENT SHEE T NO. 3 OF 3 2 NIEE Corn er Y Type "A ")Dili e =20' 00 De toil o� r -,W WWW _---------- I I '- ------------ STA 11 + 68.80 19.30' R T _ �`` -- --- --� - - -- END DE T 29 MATCH EX. I I_ BEGIN DET 22 HOSKING A VENUE ` 1 1 '3 SF 1 IV FINISH GRADE i 8 R1-1 R/W I i I .45' A. C. 1' VARIES I I 1. 05 ' A.B. SAWCUT o TOP ExsnNO I PAVEMENT 112%—I I € I I II LEGEND I II=11 _=1I 0VERLAY I I 2' F.H..C. DEPTH OF COLDPLANE AT LIMIT COLDPLANE AND CAP PER SECTION "C" AND AS I I. 2 A.C. TO MATCH DEPTH OF OVERLAY H + H + H INDICATED ON THE PLANS 1 230 SF 1.0' NA TI VE GROUND COMPA C TED TO 957 RELA TI VE COMPACTION.; , o T YPE "A " ASPHAL T PA VEMEN T PA VEMEN T SEE Q CONSTRUCTION NOTES AND SECTION DETAILS THIS ` I 11 AC RAMP AREA (TYP) TYPE "A" AC DIKE PER € STATE STD PLAN A87B, NOTE 4, LATEST SHEET. I I 9 W3-1, W3-3 VERSION MEDIAN ISLAND NOSE REMOVAL AND RECONSTRUCTION NJU SCALE: 1 "=30' I C HOSKING A VE NTSSEE NOTE 13, AND THE SPECIAL PROVISIONS. ' �• 3 STA. 10+ 45.80 TO 12+ 30.50 File Nome: T9K114Hoskin sUnion08-21-09 Drawn: RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION PUBLIC WORKS DEPARTMENT Job No.: T9K114 Engineer: NFIRL T Date: Aug. 28, 09 1 Checked By. -U-- UNION A VENUE A T HOSKING A VENUE SIGN/NG/STRIPING/PA VEMENT SHEE T NO. 3 OF 3 2