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HomeMy WebLinkAboutR-4001550 0 v 0 a d GENERAL NOTES: 1. SEE SHEETS G1.4 TO G1.9 FOR SAFETY AND CONCRET R1 PHASING PLANS. EXISTING TWY B 2. SEE SHEETS C4.1 TO C4.4 FOR LOCATION OF p p P— o CABLE TO REMAIN FIRE WATER LINE. P P_ P p— p— p— PR G S \I — P P 'FO P S P— P P — P P P — P P P P P ---X- P P— P— p- 3. SEE SHEETS C6.1 TO C6.4 FOR EDGE LIGHTING P \\ ASPHALT 1 T5 P / ASPHALT / P / P PLANS AND SCHEDULES. p p PGRASS a - KEYED NOTES: SIGN:° ® PROVIDE NEW L-861T(L) TAXIWAY EDGE LIGHT AND ISOLATION XFMR ON NEW L-867 BASECAN. 1 T1 /( SEE DWG E4.0 DETAILS 1 AND 7. PROVIDE 2" \ \ 1 T a n i Q CONC. CONC. PVC DIRECT BURIED CONDUITS FROM NEW PAD D BASECAN, AND SPLICE TO EXISTING CONDUITS ®\ ll�—SIGN:°0" ON (2003 2" PVC) TO RESTORE CIRCUIT PATHWAY. \ -�7� �A n / P CONC. PAD SEE DWG E4.0 DETAIL 3. PROVIDE NEW L -824C GRASS / 5KV CABLE, QUANTITY AS INDICATED. i � PROVIDE NEW L-861 ELEVATED RUNWAY EDGE I LIGHT AND ISOLATION XFMR ON NEW L-867 1 T7 IVOLUNTARY Q \ 3 PHASE 5BASECAN. SEE DWG E4.0 DETAILS 1 AND 7. I NOISE / PROVIDE 2" PVC CONDUITS, AND SPLICE TO 1 T2 \\ > g I ABATEMENT" ? '• EXISTING CONDUITS TO RESTORE CIRCUIT \ I PATHWAY. SEE DWG E4.0 DETAIL 3. PROVIDE CABLE TO ADJACENT FIXTURE/ HANDHOLE AND _ SPLICE TO RESTORE CIRCUIT. GRASS \\ /P/ ,� F�F�F p�P__ � PROVIDE TEMPORARY L-824 5KV CABLE (#6 OR C) p \1)O N p \\F /F �p gyp__ AREA AWG) SPANNING THE PHASE CONSTRUCTION WALK BEYOND WAL EYOND \\ \ \ / F _ F AREA BL MAINTAIN THE EAST TAXIWAY CIRCUIT S POINT" POINT° \ /P \ F�F_�F�F �F �F�F p��_p__ OPERABLE THROUGHOUT CONSTRUCTION. SEE 1 T3 8 DETAIL 9 ON DWG E4.0. A GRASS \ � HASE 4 3 S S N B \\\ I �Su, PSP P P PSP P PP --/--PPP PTP GOdG. F F IG 4" \ ASPHALT S 1 T9 ASPHALT \\ El - - — F — ROF / OFA RO ROFA ROFA ROFA ROFA RO ROFA ROFA ROFA R IF 9 J EXISTING EDGE LIGHT TO BE DEMOLISHED IN 1 T13 T4 �i�/A HALT ,fix 1 T10 PHALT \ 1 T11 PHASE 5 PHUT I co 0 R-40 0 1 T12 � E 1 T14 F -� �^ TSA -TSA M, S N // \l Iw ASPHALT o $ W 1 T15 = � 7 V1 ASPHALT \ \ ` \ ��00 W W DID 1 T16 N T17 V) PROVIDE NEW CONDUIT TO NEXT FIXTURE It) / \ TO \ 1 6+00 TA�WWJ(oo r \s+ N 04'49'34" W ASPHALT I� \ \ \ \ LLI ASPHALT N ASPHALT rO^d \ IJ \ \ 2 I� /PHALT ASPHALTler ASPHALT 0 TD *sA I rsa GRAVEL CONCRETE TSP TSF TEA ASPHALT r°Fq BUILDING LL X CONCRETE a *oFA Q CALL 48 HOURS 6'CHANLINK B ASPHALT .,,---6'CHANLINK zo — TOFA zo BEFORE YOU DIG ASPHALT TOFA TOFA TOF GuaRq� _ 1=800=424=55455 CONCRETE a_ MIT CONCRETE CONCRETE SCALE IN FEET a O` T ♦ NOTE: - .L TONAL IF "L" DOES NOT MEASURE 1" 20 0 20 40 1 8`/ 20%3 ADJUST SCALES ACCORDINGLY. R-400155 z 0 ut rc z rn 661 D a Zli wx q y ueU z Z_F� 4y M yl W, • " y � � s SLE z O u. O rF a J � m v ¢ z W i<g V EL 2 z W O P z} U (n O M F- N O Z O m F- F - 3 =11 N SCALE AS NOTED Es.DCR s�EET moo. E3.1 R. GMS CH. MFA V, SlEm DAM JANUARY, 2013 °'o' 23-2010-007