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PROFlLE A <br /> TYPICAL CAN TRENCH/DIREC110NAL BORE PARALLEL TO ROAD ROW <br /> PIEDMOM AVENUE LaOKING EAST <br /> STANDARD TRENCH DETAIL <br /> Raw gp' Row <br /> � 17' Eo 13' C/L 13' EoA_ 17' � <br /> E EXISTING GRAOE EXISTiNG q2ADE <br /> � � NO7E <br /> � TRENCH SHALL BE BAdC FlLLED IN <br /> I grade i UFTS N07 TO DCCEED 12'. ANO COMPAC710N <br /> � , � o � TO A MINIMUM DENSITY OF 98X AS <br /> ----------------------- -------------�- o DETERMINED BY AASHTO T-180 <br /> I ------------- -----------------�----- 24° �� o = a 36" MIN. 12» 38" MIN. <br /> � > <br /> I I ______23_ _Y__� �� � ¢ c�i c��� Z� 5�� PROPOSED CABLE/HDPE/SCHEDULE 40 CONDUIT <br /> ----a------------------ -------------�- ---- -----tvoo- - -----�w Pr oeed 160R Of Burled Cable ¢ �o � �j � <br /> : � : &�) 2� Sthedule 40 Condult °m FF F p <br /> � I I Trench/Mias(Is Bore Mintmum 30'Uepth y�{ jj f- � j <br /> ------------- -----------------T----- 36� Dtrectionul B�e Roadray Mfnimum 36' Depth =Q vv � � v x <br /> ----�------------------ -------------�- O <br /> � . wtr0 � � w� ? j � w 2e <br /> ----'�------------------ -------------�-------------- -----------------�----- 4Z� <br /> ----I------------------ -------------+I-------------- -----------------I----- 48° LOWER WADRANT TO BE SHAPED <br /> i ! i Hqryp p�qCEp 70 RECEIVE CAN CABLES AND <br /> . SELECT MATERIAL TO RECEIVE HDPE /SCHED. 40 C�lDU17 <br /> ----1----------------- -------------I-------------- -----------------j�-----54. IN 6' UFTS <br /> � <br /> � i � <br /> ( I � <br /> PROFlLE B <br /> TYPICAL CAN TRENCH/MISSILE BORE PARALLEL TO ROAD ROW <br /> 16TH STREEf LOOKING NORTH <br /> R�w 5p' �w <br /> I 16' E p 10' C 10' E p 24' ! ' <br /> I I grade <br /> j I � <br /> ----7' ----------' --------- -------------------------1-----2a• <br /> ----------------- t— s. o. <br /> � --18_20�- ----14' 18_ � � <br /> -----�--°------------ ----------T- - -------- -----------30• <br /> ° osed 228ft OF Buried CaWe <br /> i I telo [ dc 1) 2' Schedule 40 Conduft : <br /> • ______ tvo : Trench/Misaile Bare Mtnimum 30' Depth <br /> ---- ' --------------- ----------+- ------------------------- ----36' <br /> T- 7 <br /> ----�----------------- ----------� -------------------------l-----az• ; <br /> i T--------- i <br /> -----�---------------- ----------1---------- ------------------------'-----aa' No�: at�snNC unuTr o�nis a� �ocanoNS e�o aa n <br /> 1 STANDARD, AVAILABLE RECd2DS AND FlELD ��RVAiIONS <br /> ; I : N1LL REWIRE UNDERGROUND LOCATES PPoOR TO CONSiRUCil�l. <br /> -----4----------------- ---------- --------- -------------------------�-----54• A MINIMUM OF 24' VERTICAL ANO 24'HORIZONTAL SEPARAiION <br /> - t FROM DOSiING U7ILITIES MUST BE OBSERVEp. <br /> � � � A MINIMUM OF 18' VER7�CAL AND 36' HOR�Z�tTlU.SEPARAiIIXJ <br /> FROM E)(IS11NG GAS MAINS MUST BE 08SERVEp. <br /> a r��.w�.�. APPLICAT[ON FOR CITY PERMIT TO: PROJECT NAME:38706 PIEDMONT AVENUE COUNTY:PASCO <br /> • b ri g h t rO� � PLACE NEW 2"CONDUIT&CABLE WITHIN ROAD RIGHT OF WAY DATE:04-14-14 SECTION:35 TOWNSHIP:25 RANGE:21 <br /> � BRIGHTHOUSE ENGINEER:EDDIE THOMAS DRpWN BY:M.B. <br /> ho u s e � J JOB DESCRIP'I'ION: CARL NUMBER :289970 WORK ORDER#: SCALE:NONE <br /> NETN�RKS Rs ni un INSTALLATION OF NEW CATV CONDUIT&CABLE TRACKING#:KNl 1-0986 i DRAWING SHEET :3 OF 3 <br /> �-aoo-ax-ano T'YPE OF PERMIT:CITY <br /> i <br />