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CRDC 14-01 PN150128 (3)
a 3 w ¢ m Ws E 0 3 o -0 i ¢ Lo m CD x CV 0 CV 3 .C3 J oZD I O� Z 3 U Cn w o s XLLJ w CD 0 U 3 Z _0 / CD o CD CD X Co j x a ¢ rri U X y SYMBOL LEGEND \ \ I O GAS MANHOLE CAN SERVICE BOX ❑E ELECTRIC PEDESTAL \ n \ \ © GAS METER © CATV PEDESTAL O ELECTRIC MANHOLE ® GAS VALVE ® FIBER OPTIC HAND HOLE EM ELECTRIC METER \15'X 15' TRANS. \ I o GAS VENT PIPE ® FIBER OPTIC MANHOLE ELECTRIC PULLBOX \ PAD ESMT. -6- FIRE HYDRANT FIBER OPTIC PEDESTAL Z ELECTRIC TRANSMISSION TOWER \ \ I O WATER MANHOLE O TELEPHONE MANHOLE POWER POLE [W WATER METER ❑T TELEPHONE PEDESTAL E GUY ANCHOR ® WATER VALVE STORM MANHOLE ILLUMINATION POLE - WATER VENT PIPE STORM SEWER INLET �' PEDESTRIAN SIGNAL POLE WATER VAULT O WASTEWATER CLEANOUT On TRAFFIC CONTROL HAND BOX MARKER POST O WASTEWATER MANHOLE -'4' FIRE LANE & EXISTING POWER POLES I - — MUTUAL ACCESS ESMT \ \ / / / / TO BE REMOVED UTILITY LEGEND REFER TO DDS -4 UG I \ Line Utility Company DETAIL SHEET 1 24' FIRE LANE ESMT. 1 \ \ / / / CATV1 Cable Television Time Warner Cable E1 Electric COn car ity PROPOSED 2-f ' & 1-2" \ E2 Electric City Coppell / E3 Electric Private CONDUIT BY BORING. 15'X 15' WATER ESMT. F01 Fiber Optic Verizon F02 Fiber Optic Zayo 24' FIRE LANE ESMT. I INSTALL PER DDS -4 UG \ F03 Fiber Optic Coppell I.S.D. PROPOSED 4 I DETAIL SHEETS 2, 3, 7,8 & \ F04 Fiber optic Time Warner Cable CONDUI IS FOR9 FOR TRENCH COVER \ F05 Fiber optic AT&T -T , F06 Fiber Optic City of Coppell SERVICE LINES MINIMUM BEND RADIUS & \ G1 Gas Atmos INSTALLA TION s OHEt Overhead Electric oncor REQUIREMENTS SIGHT TRIANGLES OHCATVI Overhead CATV Time Warner Cable PROPOSED I y r ■ 15' X 15' UTIL}TY ESMT. OHF01 Overhead Fiber Optic Verizon > > N \ 5 X 20 I I \ OHF02 Overhead Fiber Optic Time Warner Cable " ESMT. \ 5' SIDEWALK & OHF03 Overhead Fiber Optic Coppell I.S.D. 1T. I I OHT1 Overhead Telephone Verizon z ` / -- -- UTILITY ESMT. -- T11 TelephonSTM1 Storm e Sewer City of Verizon Coppell - r — — _ —, �.II_. —._ __ �l W2 Water City of DalW11 Water City of las ll 15' UTILITY ESMT. I \ WW1 Waste Water City of Coppell —L- — — —' M tmm 1 0 M M M 0 M M 0 M a 0 M 0 M M M M 0 0 QUALITY LEVEL -_ — ■ -� 16.0■ LEGEND WW1QUALITY LEVEL B — — — — QUALITY LEVEL C WW1 (D) — — — — QUALITY LEVEL D --- - EXISTING POWER POLES TO BE REMO VED REFER TO DDS -4 UG PROPOSED 8'X8' SIZED FOR 750 DF LOOP FEED DETAIL SHEET 1 TRANSFORMER PAD. REFER TO DDS -4 UG DETAIL SHEET 20 FOR DESIGN REQUIREMENTS EXISTING POWER POLE TO BE REMOVED REFER TO DDS -4 UG DETAIL SHEET 1 EXISTING POWER POLE TO BE REMOVED REFER TO DDS -4 UG DETAIL SHEET 1 EXISTING POWER POLE TO REMAIN SANDY LAKE ROAD 1 EXISTING POWER 1 POLE TO REMAIN PROPOSED POWER POLE, '. TIE IN. REFER TO DDS -4 UG DETAIL SHEET 1 1 PROPOSED POWER POLE, 1 TIE IN. REFER TO DDS -4 1 UG DETAIL SHEET 1 � 1 1 e 1 e 1 1 ' 1 �� -- — ——.—.—.—.—.—.—.—.—.—.—.—. —.—.—._._._._._ _ _ _ — _ — :,I I I I L"we _ F ob L- e �rl [ _• W I I I _ - LOT 2 no. revision by date T H K ° C I T Y . ® F scale horiz vert date Jan 2015 teag ue nail & perkins 17304 Preston Road, Suite 1340 t n Dallas, Texas 75252 214.461.9867 ph 214.461.9864 fx TBPE Registration No. F-230 L P www.tnpinc.com This document is for interim review and is not intended for construction, bidding or permit purposes. 30% SUBMITTAL Chris Schmitt , P.E. Date: 11-11-14 Tx. Reg. # 91 150 M11111111111M ONCOR CONDUITS/ DUCT BANK 4" PVC CONDUIT FOR TIME WARNER CABLE ------------- 4" PVC CONDUIT FOR VERIZON 2" PVC CONDUIT FOR CITY DATA CABLE 2" PVC CONDUIT FOR CISD DA TA CABLE P GRAPHIC SCALE 20 0 10 20 40 GRAPHIC SCALE: 1" = 20' 1. TRENCH ALIGNMENT SHALL BE AS STRAIGHT AS CONDITIONS PERMIT. ANY DEVIA TIONS FROM PLANNED ALIGNMENT SHALL HA VE PRIOR APPROVAL BY THE PROJECT ENGINEER/INSPECTOR. ALL TRENCH CUTS SHALL BE IN ACCORDANCE WITH EXISTING SAFETY REGULATIONS IN EFFECT. 2. TRENCH BOTTOM SHOULD BE UNDISTURBED, TAMPED, OR RELA TIVEL Y SMOOTH EARTH. WHERE EXCA VA TION IS IN ROCK, THE CONDUIT SHOULD BE LAID ON A LAYER OF CLEAN BACKFILL. J. ALL BACKFILL SHOULD BE FREE OF DEBRIS OR OTHER MA TERIAL THA T MAY DAMAGE THE CONDUIT SYSTEM OR CAUSE SETTLINGG, THE MATERIAL SHOULD FILL THE VOIDS AROUND THE CONDUIT TO PREVENT HOT SPOTS & SETTLING. 4. BACKFILL SHOULD BE ADEQUA TEL Y COMPACTED. BACKFILL NOT UNDER PAVEMENT SHOULD BE COMPACTED TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. BACKFILL UNDER PAVEMENT SHOULD BE COMPACTED TO NOT LESS THAN 959 OF THE DENSITY OF UNDISTURBED SOIL AS DETERMINED BY ASTM D-698. City of Coppell, Texas Construction Plans for SANDY LAKE ROAD/ DENTON TAP ROAD STREET SCAPE, ILLUMINATION & INTERSECTION IMPROVEMENTS UTILITY PLAN EAST SANDY LAKE ROAD tnp project CPL14141 sheet� 2