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HomeMy WebLinkAbout3.2-545 Record DrawingLIST OF DRAWINGS SHE r I n TL SHEET SHEE-7 2 TRAFFIC SIGNAL SHEVT 3 STREET SIGNING AND STRIPING PLAN CITY OF BA � ERSFIELD all 1, Eli, TRAFFIC SIGNAL AND LIGHT/NG SYSTEM INSTALLATION CAL TRANS 2006 STANDARD PLANS 0 WA TER METER ES -7A LF ES -3C WA TER VAL VE ES -5C ES_ 93 A208 RSP ASSA ES -1B Da ES -4A ES–SD FS -70 A20C ES– 1C ES -48 ES -6A ES– il A200 ES -2B ES -4C ES -68 T–I I A24 -A ES -2C ES -4D ES -7A T-12 A248 ES -2E ES -4E ES -7F ES– 13A A24C ES -3A ES–SA ES -7H ES -13B A24D ES -38 ES -58 ES -8 A20A A24E CITY STANDARDS S-1, ST -2, S– 6, F-19 CONVENTIONAL SYMBOLS —EASEMENT -- RIGH 7–OF– WAY CEN 7ERLINE HIM HIMH RAILROAD TRACKS X CHAIN LINK FENCE ON UNION AVENUE A T HOSKING AVENUE FEDERAL PROJECT NO CML -5109(950) ------- EXIST. CURB &GUTTER ---- ------ EXIST A.C. FLOWLINE EXIST. EDGE OF PAVEMENT GUARD RAIL IMPR0 VEMEN TS UTILITY SYMBOLS w EXIS T WA TER LINE S EXIST SEWER LINE EXIST GAS LINE So EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE LINE MANHOLE POWER POLE EXISTING MONUMENT FU TORE MONUMEN T STREET LIGHT STREET LIGHT W/MAST ARM CLEAN OUT F. H. FIRE H YDRAN T W.M. SF 0 WA TER METER W. V. LF (Xj WA TER VAL VE G.M. LF ® GA S ME TER G.V. Da GAS VAL VE BENCHMARK mill– AUTO SCOPE O PRE–EMPTION DEVICE 0 a 0 'n TAFT HWY (PAN MA ROAD) 19 GOLDEN VALLEY .HIGH SCHOOL LOCA TION MAP FEDERAL PROJECT P. L� a I SIGNAL UNION A VENUE A T HOSKING A VENUE NOT TO SCALE I FINAL PAY QUANTITIES I ROAD WA Y EXCA VA TION REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS THERMOPLASTIC DETAIL 22 THERMOPLASTIC DETAIL 27 THERMOPLASTIC DETAIL 29 THERMOPLASTIC DETAIL 38 THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 700 C Y 2450 SF 434 LF 1162 LF 126 LF 230 LF 557 SF Job No.: T9K114 File Path: S. \PROJECTS\Rlt\Projects _08-09\HoskingUnion\T9kll4 UnionHoskings-2. dwg T Nome: T9Kl l4UnionHoskings-2. dwg 0 STATE OF CALIFORNIA No TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: NO TE: ICLASS'CLASS'4 orC-10 THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. l� Q r�r^^ vl Q Lu _ Q . Z APPROVED BY: j RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE J PUBLIC WORKS DIRECTOR Q i QRof ESS/pN DEAN R ql F APPROVAL RECOMMENDED BY: Ll � C 46803 * Exp. 6-30-11 A SISTANT PUBLIC WORKS DIRECTOR DATE s�qT crvi�- o���Q Q F OF CA�-�F w CIVIL NGINEER IV - SIGN ENGINEERING DATE 4-, q J( s�3 ila9► TRAFFIC ENGINEERING TRAFFIC SIGNAL AND LIGHTING SYSTEM UNION AVENUE AT HOSKING AVENUE 0 1 DATE NO 1 OF 3 SHEETS 2 N POLE SCHEDULE AST ARM SIGNALS SIGNS LOC. STANDARD LIGHTING VEHICLE WALK W -DW PPB ST. NAME SIGN REMARKS SIGNALS DONT WALK 0 .0' POLE OR MAST ARM MOUNTED 15'(S) SV -1- T(C) 29-5-100 (S) 50' (S)MAS(C) SP-1-T(C) 02(C) 08(C) HOSKING A VENUE (S) 6 LT MAT C B TYPE 1A (S) TV -2- T(C) SP-1-T(C) 08(C) 02(C) 15' (S) SV-1-T(C) UNION AVENUE O S 29-5-100 (S) 50' (S) MAS(C) 02(C) R3-4 (C) R9-3 LT MAT C (( U )) TYPE 1A (S) TV -2- T(C) SP-1-T(C) 02(C) 15' (S) SV -1- T(C) 29-5-100 (S) 50' (S)MA S(C) SP-1-T(C) 06(C) HOSKING AVENUE (S) 6 L M TC QTYPE 1A (S) TV-2-T(C) 06(C) J 0 15,(S) S m 19-4-100 (S) SP -1- T(C) 08(c) 06(C) UNION A VENUE (S) H TYPE 1A (S) TV -2- T(C) SP-1-T(C) 06(C) 08(C) cz cW 26-4-80 (E) 15 (E) FA RS RSA�AG&45; (E) 11 1 @15' 26- 4-80 (E) (E) HEIREMOVE & 45 (E) SAL VAGE POLE SCHEDULE NOTES (S) CITY SUPPLIED, (C) CONTRACTOR SUPPLIED, (E) EXISTING New signal poles, 1A p es, and luminaire most arms, connection hardware, and anchor bolts will be City furnished and delivered by the contractor to the site f,om the City Airport located at 2000 So Union Ave. Contact City's Electrical Supervisor at least 48hrs prior to pick—up. All other equi ment 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 khicle detection cameras. Wind 20' in cabinet and place on hook per speciol provisions. Q L n RIWQ) _zp - - � EX EP CALE.• 1 "=20' I I I a I 6J2L 6J2U 5(T) _0_0 E011 06 01 FO 10G € 1� QJ. 345' LF TV TV '4'175 ... 8 5(Tt - -7 5(T) - - /__ n �2'(TYP) I FO FO EX EP QRpFESS1pN O,O DEAN R9� CO o 0;4 "5 3 ) �= 2 REGI S T RE ENG EER C 46803 ,�,� * Exp. 6-30-11 R9 CITY OF BAKERSFIELD J�q C/vii �' 1501 TRUXTUN AVENUE SCALE. 1 "=10' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / S14'71 THRU LANErSTOP 15' LEFT TURN LANE 10' 10' BAR LOOP LA YOU T NTS TV 1 ! 1 FO TV 5(T) FO TYPE E LOOP DETECTOR N.- 55' - � UFS �^+ p 15 23 CB 2 ,H, 1 f -------------- =_ -__� _..... yr - w ..._ - l4U 214L- i, ____....._. i/ '� P.P. -___ -- -- ------------------------------ I 7 04 µ _ ----- 01/ R W 511 U 0_/1 D CONSTRUCTION NOTES I 2140 214L (- 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 l 02 southeast corner. Pull box in front of controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 1043459. The existing service pedestal shall be j I removed and salvaged as shown on the plans. I I 20 Contractor shall install conduit from electrical service point PG&E 1043459 pull box to Type Ili -BF service pedestal. All other pull boxes shall be standard 15 or 15 (T), traffic rated where noted on the plans and per May 2006 Cal Trans State Std ES -8 latest edition. 2140 214L I r-31 Contractor supplied luminaires shall be cutoff type, 20OW HPSV on poles ' 3" 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 AAA 29 i g J9U I be 12" LED "Red," "Green," and "Yellow" per Specifications. I , I N N N . I ' 405' LF Q5 LOcatiOrtS 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 Yl 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 (Petco AB -121). One Opticom 754 I 1 I I 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 an I i I on site Opticom technician. Contact an Opticom Representative 48 hours prior to signal activation. I i ,F.'U 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 I field is the Con tractors. i ® Contractor shall remove pavement markin s stri in as indicated on the plan, including markings b obliterating a rectangle whos limits are the edge of each word. Under no P 9� P 9 P 9 9 y 9 9 9 I 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 2 and Signing plan. I O I a 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 Imo, I 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'. I # I 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 ( e I I 212U 212L i I 1 59 5 5 I (T) File Name. • TW114Hoskin sUnion08-21-09 Drawn: RLT TRAFFIC SIGNAL AND LIGHT/NG SYSTEM INSTALLATION SHEET NO. BLIC WORKS DEPARTMENT Job No.: T9K114 Engineer. NF/RL T Date: Aug. 31, 09 Checked BY.' UNION AVENUE AT HOSKING AVENUE 2 OF 3 U 1 2 3 RA- -... !®i �• ®m --- RS�EX EP22 • - — R1W 20 • J45 LF • HOSKING A VENUE • FXXI DENOTES STANDAAD NOTE AS APPLIED TO CONDUIT RUNS. CONDUC TOR NO 1) Conduits designtted (N)ew or (E)xisting refer to conduit only. all existing conduit shall be New except when • noted I - conductor schedule. All existing conduit notI •• I -• into the signal1• • Ishall 1- removed or ••I •• -I in place •- • • State ♦t • CONDUCTOR • • _M®®®®®®®® ®®®®®®®®® IMMMMM® • • • " ILS\�_�_IL:S\I©�Ip\�_/p\Ip• \,,� ILJ►\ILS\�_/L�L�1\I®\ILS(•'\�_IL�\ILS\/�..�\��_�_i�\I�\ OMMOOMMMM �M©MM©©©MM0©©MOM©MMMMOMMM0 PRE-EMPTION i 0000M©©MMO©©OMM©MMMMMMMM� #6 SERVICE (SECj •• ��©OMMMMMMMU©MMM©MMOMMONMMY OF -BAKERSFIELD, CALIFORNIA� I I I a I 6J2L 6J2U 5(T) _0_0 E011 06 01 FO 10G € 1� QJ. 345' LF TV TV '4'175 ... 8 5(Tt - -7 5(T) - - /__ n �2'(TYP) I FO FO EX EP QRpFESS1pN O,O DEAN R9� CO o 0;4 "5 3 ) �= 2 REGI S T RE ENG EER C 46803 ,�,� * Exp. 6-30-11 R9 CITY OF BAKERSFIELD J�q C/vii �' 1501 TRUXTUN AVENUE SCALE. 1 "=10' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / S14'71 THRU LANErSTOP 15' LEFT TURN LANE 10' 10' BAR LOOP LA YOU T NTS TV 1 ! 1 FO TV 5(T) FO TYPE E LOOP DETECTOR N.- 55' - � UFS �^+ p 15 23 CB 2 ,H, 1 f -------------- =_ -__� _..... yr - w ..._ - l4U 214L- i, ____....._. i/ '� P.P. -___ -- -- ------------------------------ I 7 04 µ _ ----- 01/ R W 511 U 0_/1 D CONSTRUCTION NOTES I 2140 214L (- 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 l 02 southeast corner. Pull box in front of controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 1043459. The existing service pedestal shall be j I removed and salvaged as shown on the plans. I I 20 Contractor shall install conduit from electrical service point PG&E 1043459 pull box to Type Ili -BF service pedestal. All other pull boxes shall be standard 15 or 15 (T), traffic rated where noted on the plans and per May 2006 Cal Trans State Std ES -8 latest edition. 2140 214L I r-31 Contractor supplied luminaires shall be cutoff type, 20OW HPSV on poles ' 3" 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 AAA 29 i g J9U I be 12" LED "Red," "Green," and "Yellow" per Specifications. I , I N N N . I ' 405' LF Q5 LOcatiOrtS 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 Yl 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 (Petco AB -121). One Opticom 754 I 1 I I 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 an I i I on site Opticom technician. Contact an Opticom Representative 48 hours prior to signal activation. I i ,F.'U 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 I field is the Con tractors. i ® Contractor shall remove pavement markin s stri in as indicated on the plan, including markings b obliterating a rectangle whos limits are the edge of each word. Under no P 9� P 9 P 9 9 y 9 9 9 I 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 2 and Signing plan. I O I a 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 Imo, I 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'. I # I 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 ( e I I 212U 212L i I 1 59 5 5 I (T) File Name. • TW114Hoskin sUnion08-21-09 Drawn: RLT TRAFFIC SIGNAL AND LIGHT/NG SYSTEM INSTALLATION SHEET NO. BLIC WORKS DEPARTMENT Job No.: T9K114 Engineer. NF/RL T Date: Aug. 31, 09 Checked BY.' UNION AVENUE AT HOSKING AVENUE 2 OF 3 U 1 2 3 QRpFESS/ON DEAN 11 L REGISTE ELU D _CL�ENGINEER C 46803 yt Exp. 6-30-11 Cl TY OF BAKERSFIELD `req CIVIL ��� 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93,301 F OF REVISIONS No. DA TE DESCRIP TION Ay � � —All LO L4j '6W3-1, W3-306 Qs 9 z 51 SF i o z O LO Ln Ld I NNW Lp LO O^ �i I Z Z Q LnLLJ ILO I 38 �WZ�CO^ O ( I ` CL J~ J _ ~� W O^ �N 04 (nm�[Q. �� (nQ� N �u ( I ° I z,, o? �W �zW Q W �Z�— o,� I QO, ��� �o v o� I ° i�� J �� o cnm (nWm o o rno �W L� cnW° ° I � v c� I^ mo �W I �W rnQ ? �W I �(3 �0. v Q) Quo o I m Y Q C7 � Q jI �� C W O Z �QZ rl,SIO Q� �mm ��� I i '�; i i"�?� NLN Nei oQ L �� �n4�u n (, W Cora er L CONSTRUCT/ON NOTES: e "A �� Dike=20� � RAW o" �W CO O1 CONTRACTOR SHALL A EMOVE CONFLICTING PA VEMENT MARKING/STRIPING AS�9 Detail REMOVE SIGN PANEL AND REPLACE WI TH SIGN PANEL INDICA TED. + o {- 57.75' --f -- 57.75' 60 LF 4 m i INDICA TED ON THE PL NS -7. _ R9 -3a 14 4'-28.5' N 12.5' N 12'-20' 7.5'- 20' ] 1 , ZO INSTALL THERMOPLA TIC CROSS WALK STRIPING. 10 SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN ON THE PLAN. INSTALL NEW PAVEMENT (SHADED AREA) 1' � � 2� � WI TH .45' TYPE A AC OVER 1.05 CLASS 11 AGGREGA TE BASE OVER 1.0 NA TI VE SOIL COMPACTED TO 95% 1' SAWCUT 1 -XIS TING PA VEMENT a -.2 A.C. .45 A. C. O3 INSTALL THERMOPLAS IC DETAIL 22 RELATIVE COMPACTION. SEE DETAIL SECTIONS "A" "B" & C THIS SHEET 1.05' A. B. -'*— 1.0' NA TI VE GROUND COMPACTED TO 957 RELA TI VE COMPACTION. 11 AC RAMP AREA (TYP) TYPE "A " PER CAL TRANS INSTALL THERMOPLAS lC DETAIL 27 11 GRADE AREA BEHIND NEW EDGE OF PAVEMENT AND BACK OF RAMP ON S/W, N/W AND N/E CORNERS TO MATCH 3 STA. 3+68.50 2 % IEXISTING _ _ _ _ PAVEMENT 230 SF0— 9 W3-, I W3-3 EXISTINGGROUND, MAX SLOPE 4: 1. SEE DETAIL .SECTIONS A, B, & C THIS SHEET O5 INSTALL THERMOPLAS lC DETAIL 29 INSTALL TYPE "A " AC DIKE PER MA Y 2006 CAL TRANS STD PLAN A87B, LA TEST VERSION AS SHOWN ON THE .2 A.C. —=— uj INSTALL THERMOPLAS lC DETAIL 38 PLANS. PROVIDE 5 LF DIKE BREAKDOWNS A T EACH CROSSWALK AS SHOWN ON THE PLANS, THIS SHEET 45 A. C.WIN !PE O7 INSTALL THERMOPLA TlC TYPE lV(R), lV(L), OR TYPEVIII ARROW SAWCUT 1' (TYP) AND REMOVE EXISTING MEDIAN ISLAND CURB AND NOSE. CONSTRUCT NEW PCC MEDIAN TANGENT ' A.B. INDICATED ON PAN. TO THE FUTURE STOPBAR AS INDICATED ON THE PLAN. NEW MEDIAN NOSE RADIUS SHALL BE 2'. PA TCH EXCA VA TED 1.0 NA TI VED COMPACTED TO 957AS SIGN INDIC TEDINSTALL AREA OF MEDIAN REMOVAL PER COB STD S-6. RELATIVE CTION.REMOVE SIGN INDICATED 11 AC RAMP AREA ( "A " PER CAL TRANS STATE _ STD PLAN A87B, LATEST VERSION a J 153 SF 1 j B HOSKING AVENUE 3 STA. 6+97.00 TO 9+57.50 NTS rB i 7 Q pS`~N ` 15 SFI I' -- ___ _ _ - :- j, CLC) 01 _ _ - -------------------� �WZW 282 LF 4 R1-1 8 i 115 SF 1 561 SF 1 (0 o o `� � m Q m 37' ' W3-1 85 W3-3 9 EX EP � PAVEMENT ANGLE POINT _ � 10 EX EP -� ---_ STA 5+46.00 Q W W Q 110' m m m --.-_._...__ 60' 7 4� 1' SAWCUT (TYP) g 6 100' 9 271 SFO Sta 10+00 1 11 SF M 01NM A& QRpFESS/ON DEAN 11 L REGISTE ELU D _CL�ENGINEER C 46803 yt Exp. 6-30-11 Cl TY OF BAKERSFIELD `req CIVIL ��� 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93,301 F OF REVISIONS No. DA TE DESCRIP TION Ay � � —All LO L4j '6W3-1, W3-306 Qs 9 z 51 SF i o z O LO Ln Ld I NNW Lp LO O^ �i I Z Z Q LnLLJ ILO I 38 �WZ�CO^ O ( I ` CL J~ J _ ~� W O^ �N 04 (nm�[Q. �� (nQ� N �u ( I ° I z,, o? �W �zW Q W �Z�— o,� I QO, ��� �o v o� I ° i�� J �� o cnm (nWm o o rno �W L� cnW° ° I � v c� I^ mo �W I �W rnQ ? �W I �(3 �0. v Q) Quo o I m Y Q C7 � Q jI �� C W O Z �QZ rl,SIO Q� �mm ��� I i '�; i i"�?� NLN Nei oQ L �� �n4�u n (, CITY OF BAKERSFIELD, CALIFORNIA i 8 R1-1 10 S.L. 30 SF / ,- EX EP 8.5'1 ' ��tiira�`�i�i�`�fl�rrrr�P " '�t�rrt�"�ia�w�ttr �ir�■� ■ �r , 1 W3-1, W3-3—_---._� �W J W Cora er L S,W Corner % e "A �� Dike=20� � „ Q J Type "A„ Dike yp o" �W CO L� Detail Detail + o Vn Q 60 LF 4 m i R /W -7. _ R9 -3a 14 N 12'-20' 7.5'- 20' EXISTING DETAIL 27 i' SAWCUT i' I 2� -XIS TING PA VEMENT a -.2 A.C. .45 A. C. 1.05' A. B. 1.0' NA TI VE GROUND COMPACTED TO 957 RELA TI VE COMPACTION. 11 AC RAMP AREA (TYP) TYPE "A " PER CAL TRANS STATE STD PLAN A876, LA 7EST VERSION A HOSKING A VE 3 STA. 3+68.50 TO 9+58.00 NTS CITY OF BAKERSFIELD, CALIFORNIA i 8 R1-1 10 S.L. 30 SF / ,- EX EP 8.5'1 ' ��tiira�`�i�i�`�fl�rrrr�P " '�t�rrt�"�ia�w�ttr �ir�■� ■ �r , 1 W3-1, W3-3—_---._� �W J Type "All Dike =20' ov Detail o" �W CO L� o� Q) Vn W W m i -7. R 12.0'1 _ J57 LF 4.0' P.P. 5.. NIE Cora ero 0 Type "All Dike =20' Detail o" �W o� Vn W W R1-1 8 6' 1 12.75' 16 LF 5 1 190 SF 7 30 SF 5 110 LF 1 190 SF 3 111 LF 1 102 SF � ECR4'rrP 130' 6x90' Exul j STA 11+68.80 19.30' RT / I END DE T 29 MATCH EX. ' ' L BEGIN DET 22 8.5 -38.0 Q HOSKING A VENUE 1-,'J SF 1 I 8 R1-1 R/W _ \\ ° ; I E I .45' A. C. 1 '- VARIES o I I I ' I 1.05' A. B. SAWCUT o .OP £NT I PAWVEMEM£N7 I i 2% LEGEND: via FINISH GRADE 0VERLAY . l i 2' A. C. DEPTH OF COL DPL ANE A T LIMIT COLDPLANE AND CAP PER SECTION "C" AND AS .2 A. C. RED-, TO MA TCH DEPTH OF OVERLAY H + H TmTmT H INDICATED ON THE PLANS. 1 230 SF 1.0' NA TI VE GROUND COMPACTED TO 95% I RELATIVE COMPACTION. TYPE "A " ASPHAL T PA VEMENT PA VEMENT SEE iCONSTRUCTION NOTES AND SECTION DETAILS THIS SCALE.' = 30 AC RAMP AREA (TYP) TYPE "A " AC DIKE PER SHEET. STATE STD PLAN A87B, NOTE 4, LATEST _ I 9 W3-1, W3-3 VERSION MEDIAN ISLAND NOSE REMOVAL AND RECONSTRUCTION SEE NOTE 13, AND THE SPECIAL PROVISIONS I I C HOSKING AVE I I I Ik,,3 STA. 10+45.80 TO 12+30.50 NTS 3.J-05 File Name.- T9KI NHoskin sUnion08-21-09 Drown: RL T TRAFFIC SIGNAL AND LIGHT/NG SYSTEM INSTALLATION SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: T9K114 Engin eer.• NF/RL T Dote: Aug. 28, 09 Checked By. UNION AVENUE AT HOSKING AVENUE SIGNING/STRIP/NG/PAVEMENT 3 OF 3 0 1 2 3