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ISSUE
<br /> SEE PROPOSED CABLE
<br /> CONSTRUCTION 2/3/87
<br /> DECaiUR=SPtt�taGF i ELD
<br /> INSTALI PULL BOX SEE DWG.2 OF 31
<br /> . �
<br /> CAUTION
<br /> 12' SANITARY SEM£R � ��� z
<br /> DEPTH UNKNOWN ' � STA.7*90T �GAN STREET -
<br /> , P.1.37'-00' RT. STA.Tr833 TO STA.7+gg3 STA. 7+653
<br /> - 80RE & PLACE 50 L.F. INSTALL 8' X 4' 7C 6'
<br /> CAUTION SiEEI PIPE M4NHOLE N0. 3. TYPE J
<br /> � 6' WATER MAIN T+900 �
<br /> DEPTH UNKNOWN
<br /> CAUTION - � �
<br /> 4B' $TORM$EM£R -
<br /> DEPTH UNKNOYM "
<br /> `� MORGAN ST. � F STA T+653
<br /> `� PI 90'-00'
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<br /> 6" W 6� W - 6 W - - - -
<br /> _ 4B" 79" 5 30"S�
<br /> 6' PVC SCH pULE 40 0
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<br /> CONCRETE SIDEWALK
<br /> STA 7+821 CAUTION � �� BLACK/RED ORANGE/WHITE
<br /> ORnNGE/wHITE BLACK TEI.PORARY CONSTRUCTION pl 90'00' RT WATER SERVICE iEt.PORARY CONSTRUCTION
<br /> TALK WIRE LIMITS 10' X 20' DEPTH IRJKNOWN LIMITS 10' X 20' m� BLACK �f�ORANGERE
<br /> "�F`� BLACK/WHITE ORANGE/RED
<br /> oRu+GEi�tED ORnNCE STp� �+g2� PLAN (n � . BLACK/BLUE
<br /> ORANGE/BIUE
<br /> STA.7+823 TO STA.7+907 INSTALL 8' x a� x 6' � i STA.7+331 TO STA.7+815
<br /> 4" STEEL PIPE WITH MANHOLE N0. 4, TYPE J I' = 20� M.H. 3 TO M.H. 4 5� � "
<br /> 6 PVC PIPE WITH
<br /> 4-I I/4" INNERDUCTS W-W= 156 L.F. MATCHLINE STA. 7+607 SEE DYlG 2 g-� �/4" INNERDUCTS
<br /> 6' WATER MAIN C-C = 168 L.F. Q4' STORM SEWER
<br /> STA 7+853 P M STA 7+645
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<br /> PROF I LE NOTES:
<br /> I.EXISTINC UTILITIES SHOWN IN PLAN 8 PROFILE ARE INDICATED IN
<br /> HORIZ. I� - ZO� ACCORDANCE WITH AVAILABIE RECORDS.OTHER UTILITIES MAY BE PRESENT.
<br /> THE CONTRACTOR SHALL BE RESPONSIBIE FOR OBTAININC EXACT LOCATIONS
<br /> VERT. I� = IO� 8 ELEVATIONS OF ALL UTILITIES, �NCLUDING SEWER AND WAiER FROM THE
<br /> � OWNER$ OF THE RESPECTIVE UTILITIES.CONTRACTOR SHALL NOiIFY
<br /> 'JULIE'. I-800-B92-0123,AND ALL UiILITIES NOT SUBSCRIBING TO
<br /> 'JULIE' T2 HOURS PRIOR TO EXCAVATION.
<br /> MANHOLES MANHOLES LEGEND 2.NO CABLE IS TO BE PLACED OR PUILED UNTIL ALL INNERDUCT
<br /> MANHOLE INSIDE DIM. MIN. CU.FT. OW�ERSHIP MANHOLE INSIDE DIM. MIN. CU.FT. OWNERSHIP IS PULLED AND RACKED.
<br /> DATE REMARKS DATE REMARKS 3.$lX2FACE RESTORATIONS AI� REPAIRS TO BE ACCOMPLISHED IN ACCOi2DANCE
<br /> N0. Y L.�W.HT. OPEN VOL. ATBT N0. YP L.W.HT. OPEN VOL. AT&T WITH DEiAILS ON DRAWING D-I.ALL CRASSED AREAS DISTURBED DURING
<br /> 20' S.OLIVE t 8 CONSTRUCiION TO BE RESEEOEO IN ACCORDANCE WITH SPECIFICATIONS.
<br /> 3 J 8'X 4'X 6' 30' IOOX 37' E.MORGAN f � FOUND IRON PIN -E- UNDER GROUNO ELECTRIC 4.TALK W�RE IS TO BE PI�LED CONCURRENTLY WITH INNEROUCT.
<br /> 37'E.MORCAN [ � POWER POLE —W- WATER MAIN r�,MINIMUM $IX INCH THICK CONCRETE $LURRY REOUIRED ABOVE SCHEDULE DECATUR CONDUIT
<br /> q J 8'X 4'X 6' 30' IOOX -� GUY ANCHOIi —OC— OVERHEAD CABLE q0 PVC PIPE PRIOR i0 BALKFILL OF TRENCHED AREAS.
<br /> & 80'N. y FIRE HYDRANT =_-= COMBINATION $EWER
<br /> �• .� GUY POLE RCP REINFORCED CONC.PIPE CONDU I T DRAW I NG
<br /> � � GAS INDICATOR POST @ BASELINE
<br /> � EVERGREEN iREE & HEDGES HDwL HEAOWALL STA 7+607 TO STA 7+907
<br /> DECIDUOUS TREE CMP CORRUGATED METAL PIPE
<br /> —0E— OVERF�AD ELECTRIC O--a CONC.BASE & LICMT POLE MH 3 8 MH 4
<br /> —C— GAS MAIN �4 POWER POIE WITH LICHT si�TE ov ILLIN015
<br /> —T— TELEPHONE IINE � MANHOLE 1t17H SPECS. oRawx Br [HEcxED Br Da7E
<br /> O WATER VALVE � STORM SEWER �NLET THIS SET Of PRIP�TS CR-95639 TH FH � I/19/8T
<br /> 7d[ WATER METER -SS- STORM SEWER ONE HALF SCALE INDICATED = � �.M��N°. �ET N°.
<br /> b SIGN —S— SANITARY SEWER =AT$T CENTRAL RECION 3
<br /> . — CR-42371
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<br /> C PnEnauEO Bi DprqniE t�S:OCi��E: EnG��EE�l�MCw��ECiS
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