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HomeMy WebLinkAbout3.2-564LIST OF DRA WINGS SHEE T 1 T/ TL E SHEE T SHEE T 2 TRAFFIC SI GNA L SHEET 3 STRIPING AND SIGNAGE PLAN TRA FFIC SIGNA L AND L IGH TING SYSTEM INSTALLATION ` sA°�:°°�°� m ..� � � . IIN CAL TRANS 2006 STANDARD PLANS ES -1 A ES -3C ES -5C ES— 7G A20C A 87B ES -1 B ES -4A ES -5D ES -10 A20D ES -1 C ES— 48 ES -6A ES -11 A24A ES -2B ES -4C ES -6B ES -13A A24B ES -2C ES— 4D ES— 7B ES -13B A24C ES -2E STREET SIGN ES— 4E ES— 7F A 10D A24D ES -3A G.V. ES -5A ES— 7G A20A A24E ES -3B ES -5B ES -8 A20B RSP A88A CAL TRANS 2010 STANDARD PLANS CLEAN OUT ES— 7B, ES— 7D, ES— 7E, ES— 7F, ES— 7G, ES— 7M, ES— 7N Q CITY STANDARDS T— 2, T-34 CONVENTIONAL SYMBOLS w — G — OH - T\/ — ON ST/NE ROAD A T WOODMERE DRIVE FEDERAL PROJECT NO CML -5709(786) EA SEMEN T — — — — — - EXIST. CURB ,'& CUTTER RICH T—OF— WAY --------------- EXIST. A. C. FL0WLINE CEN TERL INE — — ll — EXIST EDGE OF PA VEMEN T RAILROAD TRACKS X GUARD RAIL CHAIN LINK FENCE IMPROVEMENTS CONDUCTOR LINE UTILITY SYMBOLS — EXIST WA TER LINE S - - EXIST GAS LINE So - - EXIST AERIAL E — LINES — EXIST UNDERGROUND T _ TV CABLES F51 MANHOLE FIRE HYDRANT WATER METER WATER VALVE GA S ME TER GAS VALVE BENCHMARK EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE UjJ TRAFFIC LOOP TYPE D L/ OTRAFFIC LOOP TYPE E VEHICLE D E TEC TION CAMERA PRE— EMP TION DEVICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES F. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS P.P. SF W.M. DETAIL 22 -F POWER POLE ❑ DETAIL 38 700 LF v DETAIL 39 � EXISTING MONUMENT THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 665 SF G .M. STREET SIGN S.L. G.V. �E STREET LIGHT pQ �--� STREET LIGHT W/MAST ARM C.O. 0 CLEAN OUT RADIO ANTENNA Q FIRE HYDRANT WATER METER WATER VALVE GA S ME TER GAS VALVE BENCHMARK EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE UjJ TRAFFIC LOOP TYPE D L/ OTRAFFIC LOOP TYPE E VEHICLE D E TEC TION CAMERA PRE— EMP TION DEVICE LOCATION MAP NOT TO SCALE Job No.: T31<216 File Path: K: \LDD—ENGINEERING\2012-2073\T3K216—Stine Woodmere Signal\ T31<216—Stine Woodmere.dwg i SAN FRANCISCO (� • FRESNO 0 V 7 LOSANGELES 0 SAN DIEGO W W STATE OF CALIFORNIA o 0 uj0 Q 0 NO TE: Z THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING 0 VALID LICENSES: � C,1,4 SS 4 or C-1 O NO TE: Q THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. APPROVER BY_ � RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE ` PUBLIC WORKS DIRECTOR J RpFESS/p O Q DEAN RN �. APPROVAL RECOMMENDED BY: � C 46803 Exp. 6-30-13 * * ASSISTANT PUBLIC WORKS DIRECTOR DATE r� C I V I OF CA�� 1 /Z'7 1Z /3 CIVIL ENGINEER IV — DESIGN ENGINEERING DATE LL I��.. o 6� Lam•... ' �a r � � �'°. TRAFFIC ENGINEERING DATE TRAFFIC SIGNAL AND LIGHTING SYSTEM NO OF STINE ROAD AT WOODMERE DRIVE 3 SHEETS 0 1 2 3 FINAL PAY QUANTITIES REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS 680 SF THERMOPLASTIC DETAIL 22 340 LF THERMOPLASTIC DETAIL 38 700 LF THERMOPLASTIC DETAIL 39 30 LF THERMOPLASTIC PAVEMENT MARKINGS (WHITE) 665 SF Job No.: T31<216 File Path: K: \LDD—ENGINEERING\2012-2073\T3K216—Stine Woodmere Signal\ T31<216—Stine Woodmere.dwg i SAN FRANCISCO (� • FRESNO 0 V 7 LOSANGELES 0 SAN DIEGO W W STATE OF CALIFORNIA o 0 uj0 Q 0 NO TE: Z THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING 0 VALID LICENSES: � C,1,4 SS 4 or C-1 O NO TE: Q THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. APPROVER BY_ � RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE ` PUBLIC WORKS DIRECTOR J RpFESS/p O Q DEAN RN �. APPROVAL RECOMMENDED BY: � C 46803 Exp. 6-30-13 * * ASSISTANT PUBLIC WORKS DIRECTOR DATE r� C I V I OF CA�� 1 /Z'7 1Z /3 CIVIL ENGINEER IV — DESIGN ENGINEERING DATE LL I��.. o 6� Lam•... ' �a r � � �'°. TRAFFIC ENGINEERING DATE TRAFFIC SIGNAL AND LIGHTING SYSTEM NO OF STINE ROAD AT WOODMERE DRIVE 3 SHEETS 0 1 2 3 F- J m Q F- m w M O m M 0 I O J n I I m Q0 0 LJO N N L U C: a 0 .0 L w N 01 L Q) -Ea 0 0 0 c N V F -- a C Un 0 0 N c cin I cp N V 0 N I N 0 N / c� z w w z z Li I 0 0 J / M CONSTRUCT/ON NOTES D Contractor sholl install City furnished Type 170e Controller and .332 cabinet assembly. Service shall be 120V1240V Type lIl-BF, furnished and installed by the Contractor. Pull box in front of Controller shall be 16. Pull box adjacent to PG&E electrical service point shall be PG&E 11043459. D 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 115 unless otherwise noted. 3 All new signal indications shall be 12 inch Red, Green, and Yellow "LED" modules per special provisions. 4 All pedestrian indication modules sholl be new "CPS LED" "Upraised Hand," and "Walking Person" combo, International Symbol Pedestrian Change Interval Countdown Display Type as detailed in the special provisions. ❑5 Luminaires shall be LED Roadway 1 application (replaces 200 W HPS) on poles O, ©, O &© per the specifications. © Install pull ropes from the controller cabinet internally to all poles that have o luminaire arm; poles A, C, E & G. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 500 pounds. The pull rope shall be doubled back at least 2 feet at each end. MLocations of the standards shall be 4' minimum between face of the pole and the flowline, or as directed by the City Traffic Engineer at the site. ® Contractor shall install four (4) City -furnished Opticom 711 preemption devices. The Contractor shall furnish and install cables and mounting hard- ware (Petco AB -121). One Opticom 756 phase selector unit will be installed in the cabinet by the City. Exact hardware mounting placement shall be determined by the City Traffic Engineer in the field. The Contractor shall provide a qualified on site EVP Technician 48 hours prior to activating signal per specifications. Contractor shall instal/ City supplied overhead most arm street name signs, and supply and install o// other mast arm mounted signs indicated. 10 Contractor shall install roadside signs per special provisions. Contractor shall remove roadside signs and remove and replace sign panels per special provisions and where shownon the plans. 11 Loops shall be centered in their respective lanes and as directed by the Engineer at the site. Type E loops shall be 6' diameter. Detector loops and lead-in cables within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 12 Contractor sholl remove & salvage existing street light. Coordinate with the installation of new signal luminaires. Disconnect and abandon service conduit per May 2006 Cal Trans State Standard Specifications, Section 86-7. 13 All City supplied Signal Standards meet current Cal Trans State Standard 2010 Plans and Specifications. WN, ns { ?3 1 `•',S .M I Says: �7 z i.^^ R W > n� 4160 I 60' _ _ _....... , . _ . _............ ....._ _........._.......... __. 416L , 4J7U ._.....__....._....__..................._..._._.......... ___--_...__.._._.-........_._ _.,...-.._...... ..._....— 3 s 4 =. l j Woodmere Drive` EXISTING WALL CC INDICA TES STA TE STANDARD NOTES REFER TO CAL TRANS STA TE PLANS PAGE ES -1A, AND COB STD T-34. USE EXISTING CABLE. coNDUI r/coNDuc roR NOTES: O 1. CONDUITS NO 5, 9 AND I3 CROSSING WOODMERE DR AND STINE RD, AS SHOWN ON THE PLAN SHALL BE BORED. CONDUITS 21, AND 23 ARE INTERCONNECT CONDUITS TO BE CONNECTED TO AN EXISTING INTERCONNECT CONDUIT. THE EXISTING CABLE SHALL BE PULLED FROM EXISTING SLACK IN THE CABLE AND EXTENDED INTO A NEW PULLBOX PER COB STD T-34 AND INTO THE CONTROLLER CABINET NO SPLICES ARE ALLOWED IN THE INTERCONNECT CABLE. 2. CONDUCTOR SCHEDULE DESIGNATIONS lv E THE TOP NUMBERICAL VALUE IS THE NUMBER OF EXISTING CABLES, AND THE LOWER VALUE IS NEW CABLE. CONDUCTOR SCHEDULE � F: 31 , ; , T.V. �€N D' 5 285' NO SHOWN IN ACTUAL LOCATION 02 ;0'2. SEE DETAIL THIS SHEET €€11006 11 06 011 — 2140 11 2140 2/3U 2/3L R- . POLE SCHEDULE QRpF E SS / 04, MASTARM SIGNALS DEAN R q� LOC. STANDARD LIGHTING SIGNALS VEHICLE WALK DON'TWALK W -DW 0 PPB 0 ST. NAME SIGN SIGNS POLE OR MAST ARM MOUNTED REMARKS O 29-5-100(s) 15'(s) SM 1-CT� ) MAS(c SP -1- T(c) 02(c) 1501 TRUXTUN AVENUE WOODMERE DRI VE(s)10 BAKERSFIELD, CA 93301 55' (s) LT -MAT c No. DA TE DESCR/P TION ©1A (s) TV -2- T(c) 02(c) 0 19-4-100(s) 151(s) SV -1- T(c) MAS(c) SP-1-T(c) 04(c) 02(c) STINE ROAD(s) R3- 4(c) 25'(s) MAS(c) O1A (s) TV -2- T(c) SP -1- T(c) 02(c) 04(c) O15, 29-5-100(s) () SV -1-T, C) MAS( J) SP-1-T(c) 06(c) 04(c) WOODMERE DRI VE (s) 19 55' ()s L T -MA T(c) O1A(s) TV -2- T(c) SP-1-T(c) 04(c) 06(c) osv-1-T Cj 19-4-100(s) 15'(s) c 06(c) STINE ROAD(s) R3 -4(c) 19 25'(s) MAS(c) O IA(s) TV -2- T(c) SP-1-T(c) 06(c) 13 R [ 2' Max 8J6U 8J6L� 52' .... ..._...... ` © � R/W (S) City Supplied, (C) Contractor Supplied SCALE 1 "=20' GENERAL NOTES: 1 All unused, salvaged material shall be delivered, by the Contractor, to the Wastewater Plant #2 at Mt. Vernon Avenue south of Highway 58. Contact the City's Electrical Supervisor, 24 hours prior to delivery at (661) 326-3152. 2 All utility locations shown are approximate only, and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. 3 Sign numbers are Federal Codes unless otherwise indicated by (CA). (CA) Indicates California Codes. RIGHT LANE 10 ' THRU LANE 10 15' L EFT TURN LANE 10 ' 10 ' 10 ' TYPE D STOP BAR/CROSSWALK LOOP DETECTOR LOOP L A YOU T NTS EXrsTiNc /A /Tr—/7'� //)A /A //—/+T A /r) / //T TYPE E LOOP DETECTOR CONDUITSIZE 2-3" 3" 3" 2" 3" 3" 1 2" 2" 3" 2" 2" 3" 3" 3" 2" 3" 3" 3" E CONDUITSIZE 2 2 2 2" 2' (E) =EXIST/NG CONDUCTORI t4 4 1 1 ��� A ��A9AAAAAAA 3 (=E�l lNG CONRUNTOR 19 20 2122(N) = NEW RUN 1 2 3 4 6 7 15 16 A . DESIGNATION N N N N N N N N N N N N N N N N N NWil i€ DESIGNATION N N N N N 5' ,,.• 28 CONDUCTOR 4 2 1 7 2 2 1 1 (I 1T E ( 28CONDUCTOR A- y 12 CONDUCTOR ! y2 CONDUCTOR = % i S ;:c q, 'k w`; 9 CONDUCTOR 1 1 1 19 CONDUCTOR Q< '-, - 5 CONDUCTOR 5 CONDUCTOR EXISTING WALL I #10 LIGHTING 2 2 2 2 2 2 4 4' € 285 � � i #10 LIGHTING 4 �? I I ''' PRE-EMPTION CABLE 4 2 1 2 2 1 1 NOT SHOWN l• f PRE-EMPTION CABLE st L OC r — .,=RG59/U VEHICLE DETECTION CTU TION RG59/U VEHICLE DE TEC ;< : n � I i #12 VEHICLE DETECTION CAMERA POWER y" #12 VEHICLE DETECTION CAMERA POWER 12 PAIR 19 AWG INTERCONNECT 12 PAIR 19 AWG INTERCONNECT 1 1 1 n #4 SERVICE (PRIMA RYI 1 3 3 " I ; ; � #4 SERVICE (PRIMARY) � I #6 SERVICE (SECONDARY) 2 #6 SERV/CE (SECONDARY) 2 e' 1 DETECTOR 2 2 2 2 2 2 -- "' CONTROLLER LOCATION DETAIL 01 DETECTOR SOUTHWEST CORNER 02DETECTOR 4 4 4 2 j `' ' €' 02 DETECTOR :0' 4 DETECTOR 3 3 3 3 P 04 DETECTOR :O 5 DETECTOR 2 2 2 6 DETECTOR 6 6 6 6 6 6 3 — j €� � :0` 5 DETECTOR D` _ 212E I 0 6 DETECTOR S /- O 8 DETECTOR 2 2 2 2 2/2U 2 i ;1 11 s 0 8 DETECTOR ✓ i j TOTAL 19 11 11 3 8 8 1 8 3 8 6 2 2 2 2 cr_ I' I' TOTAL File Nome: TJK216-Stine Woodmere_Drown: DP/RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION SHEET NO. ClT Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K216 Engineer: RL T 2 OF 3 Date: Jan. 25, 13 Checked By. AT THE INTERSECTION OF STINE ROAD AND WOODMERE DRIVE 0 1 2 3 QRpF E SS / 04, DEAN R q� r✓, REGISTERED CIVIL ENGINEER ¢ C 46803 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE OF- FREV/S/ONS BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION 1 / / GENERAL NOTES: 1 All unused, salvaged material shall be delivered, by the Contractor, to the Wastewater Plant #2 at Mt. Vernon Avenue south of Highway 58. Contact the City's Electrical Supervisor, 24 hours prior to delivery at (661) 326-3152. 2 All utility locations shown are approximate only, and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field is the Contractors. 3 Sign numbers are Federal Codes unless otherwise indicated by (CA). (CA) Indicates California Codes. RIGHT LANE 10 ' THRU LANE 10 15' L EFT TURN LANE 10 ' 10 ' 10 ' TYPE D STOP BAR/CROSSWALK LOOP DETECTOR LOOP L A YOU T NTS EXrsTiNc /A /Tr—/7'� //)A /A //—/+T A /r) / //T TYPE E LOOP DETECTOR CONDUITSIZE 2-3" 3" 3" 2" 3" 3" 1 2" 2" 3" 2" 2" 3" 3" 3" 2" 3" 3" 3" E CONDUITSIZE 2 2 2 2" 2' (E) =EXIST/NG CONDUCTORI t4 4 1 1 ��� A ��A9AAAAAAA 3 (=E�l lNG CONRUNTOR 19 20 2122(N) = NEW RUN 1 2 3 4 6 7 15 16 A . DESIGNATION N N N N N N N N N N N N N N N N N NWil i€ DESIGNATION N N N N N 5' ,,.• 28 CONDUCTOR 4 2 1 7 2 2 1 1 (I 1T E ( 28CONDUCTOR A- y 12 CONDUCTOR ! y2 CONDUCTOR = % i S ;:c q, 'k w`; 9 CONDUCTOR 1 1 1 19 CONDUCTOR Q< '-, - 5 CONDUCTOR 5 CONDUCTOR EXISTING WALL I #10 LIGHTING 2 2 2 2 2 2 4 4' € 285 � � i #10 LIGHTING 4 �? I I ''' PRE-EMPTION CABLE 4 2 1 2 2 1 1 NOT SHOWN l• f PRE-EMPTION CABLE st L OC r — .,=RG59/U VEHICLE DETECTION CTU TION RG59/U VEHICLE DE TEC ;< : n � I i #12 VEHICLE DETECTION CAMERA POWER y" #12 VEHICLE DETECTION CAMERA POWER 12 PAIR 19 AWG INTERCONNECT 12 PAIR 19 AWG INTERCONNECT 1 1 1 n #4 SERVICE (PRIMA RYI 1 3 3 " I ; ; � #4 SERVICE (PRIMARY) � I #6 SERVICE (SECONDARY) 2 #6 SERV/CE (SECONDARY) 2 e' 1 DETECTOR 2 2 2 2 2 2 -- "' CONTROLLER LOCATION DETAIL 01 DETECTOR SOUTHWEST CORNER 02DETECTOR 4 4 4 2 j `' ' €' 02 DETECTOR :0' 4 DETECTOR 3 3 3 3 P 04 DETECTOR :O 5 DETECTOR 2 2 2 6 DETECTOR 6 6 6 6 6 6 3 — j €� � :0` 5 DETECTOR D` _ 212E I 0 6 DETECTOR S /- O 8 DETECTOR 2 2 2 2 2/2U 2 i ;1 11 s 0 8 DETECTOR ✓ i j TOTAL 19 11 11 3 8 8 1 8 3 8 6 2 2 2 2 cr_ I' I' TOTAL File Nome: TJK216-Stine Woodmere_Drown: DP/RL T TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATION SHEET NO. ClT Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T3K216 Engineer: RL T 2 OF 3 Date: Jan. 25, 13 Checked By. AT THE INTERSECTION OF STINE ROAD AND WOODMERE DRIVE 0 1 2 3 J M Q ry w M 0 ry M 0 w 0 J a n CD V 0 N N L c a 0 w N �I L N E 0 0 aD C: V) N Y C Cn Q) L a� 0 0 U) N V / 0 N 1 N N / CD Z_ Fy w w z CD z w 0 0 J / 04 LEGEND: STRIPING AND SIGNAGE V Contractor shall remove conflicting pavement marking/striping as Indicated on the plans. O2 Install Thermoplastic crosswalk or stop bar pavement markings. (White) O3 lnstoll Thermoplastic Detail 22 O4 Install Thermoplastic Detail 38 O5 Install Thermoplastic Detail 39 O6 Install Thermoplastic Type IV(R), N(L), as indicated on plan. ORemove Sign indicated. Sign numbers are Federal Codes unless otherwise indicated by (CA). (CA) Indicates California Codes. q)Relocote (Stine/Woodmere) Roadside Sign Indicated O9 Install sign indicated 10 Existing Access Ramp is per current standards and shall be protected in place. „ate-.'_', —'.`_ '1.•�., 60' R26(CA) 9 R26(CA) 9 n RIW .. ;7 9 W3— 3 ;'. 1 30 SF 6 I 10 LF 5 I 8. r } / 10 -r 120 SF 12' O3 90 O 50' 1 200 SF 014 EfiIlAR� 10 LF R1-1 c M SCALE: 1 "=20' QRpFESS/pNv DEAN R F REGIS FRED Cl VIL_ ENGINEER C 46803 yF EXP. 6-30-13 � RIW F f, BAKERSFIELD, CA 93301 REVISIONS „ate-.'_', —'.`_ '1.•�., 60' R26(CA) 9 R26(CA) 9 n RIW .. ;7 9 W3— 3 ;'. 1 30 SF 6 I 10 LF 5 I 8. r } / 10 -r 120 SF 12' O3 90 O 50' 1 200 SF 014 EfiIlAR� 10 LF R1-1 c M SCALE: 1 "=20' QRpFESS/pNv DEAN R F REGIS FRED Cl VIL_ ENGINEER C 46803 yF EXP. 6-30-13 CITY OF BAKERSFIELD q CIVIL TRUXTUN AVENUE 7501 F OF CAS-���� BAKERSFIELD, CA 93301 REVISIONS O DA TE DE. SCRIP TION 105' „ate-.'_', —'.`_ '1.•�., 60' R26(CA) 9 R26(CA) 9 n RIW .. ;7 9 W3— 3 ;'. 1 30 SF 6 I 10 LF 5 I 8. r } / 10 -r 120 SF 12' O3 90 O 50' 1 200 SF 014 EfiIlAR� 10 LF R1-1 c M SCALE: 1 "=20' 52' R/W O/ R1-1 7 10 LF 5 I 1 4 O 50 12'J jj ,. 090, I O6 30 SF — I 40' r I i l 1 220 SF I I � i 11 1 i I 9 W3-3 I I � File Nome: TJK216—Stine Woodmere_ Vrows: DP/RL T SIGNING AND STRIPING PLAN SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK216 En gin eer: RL T Date: Jan. 25, 13 Checked By.- T)P AT THE INTERSECTION OF STINE ROAD AND WOODMERE DRIVE 3 OF 3 0 1 2 3 QRpFESS/pNv DEAN R F REGIS FRED Cl VIL_ ENGINEER C 46803 yF EXP. 6-30-13 CITY OF BAKERSFIELD q CIVIL TRUXTUN AVENUE 7501 F OF CAS-���� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DE. SCRIP TION 1 / / 2 / / 3 / / 52' R/W O/ R1-1 7 10 LF 5 I 1 4 O 50 12'J jj ,. 090, I O6 30 SF — I 40' r I i l 1 220 SF I I � i 11 1 i I 9 W3-3 I I � File Nome: TJK216—Stine Woodmere_ Vrows: DP/RL T SIGNING AND STRIPING PLAN SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TJK216 En gin eer: RL T Date: Jan. 25, 13 Checked By.- T)P AT THE INTERSECTION OF STINE ROAD AND WOODMERE DRIVE 3 OF 3 0 1 2 3