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ii <br />2 <br />DRAWING NUMBER <br />SAFCO PRODUCTS <br />R BY PART NUMBER 6552 <br />o <br />co <br />z <br />zc', <br />1 <br />[1 m <br />cLcc <br />12 <br />LJ <br />Z <br />• a <br />m <br />oU <br />0 R <br />w <br />0 <br />0 <br />U <br />LL <br />lU <br />ICI <br />-w m <br />cE <br />2? 2 <br />> 7 <br />w z <br />Z <br />• a <br />U <br />/3 <br />0 o a <br />0 <br />d <br />0 <br />U <br />LL <br />Q <br />LOVE & ASSOCIATES, INC. <br />cu <br />0 <br />CO <br />Cu <br />N <br />U-3 <br />4.4 <br />r, <br />a <br />40.14-4 <br />0 <br />1- <br />f:\PROJECTS\0134A\Drawings\3-14-02-PUD-SUBMITTAL\papa-base.dwg <br />r <br />r <br />r <br />(!) <br />C <br />0 <br />I <br />If ) <br />0 <br />z <br />a <br />N < <br />o r) <br />N <br />r) <br />0�' <br />ccs <br />< <br />-�w <br />r <br />r <br />FH <br />35' <br />35' <br />go <br />_s-_— <br />'��. _ f� \ \ \ <br />1\\f <br />— <br />I TING\�TEL PHONE,, <br />,\\&\E TFC <br />! t \ , <br />EXISTING <br />DETENTIOW) <br />POND <br />TRACT <br />EX. 2' CONCRETE <br />TRICKLE CHANNEL <br />1-7 <br />aERVICE UN4 <br />• <br />NAPA AUTC? PARTS <br />4 <br />MPORARY OD CAP <br />10K w/WOODEN POST <br />TEMPORARY1END CAP--‘ <br />MARK w/WOODEN POST '- <br />CA <br />T <br />• <br />Pt <br />oomEsnc <br />\ 130 LF <br />UNE, TYP <br />4.5' MINI <br />TER SERVICE. / <br />PPER <br />FIRE SERVICE/STUB OUT. <br />C900 PM CITY ST <br />4.5' MINIMUM COVER. <br />// <br />h + <br />,0 to) „LI <br />T; <br />If) <br />row <br />GENERAL NOTES FOR UTILITES <br />1. DOMESTIC WATER AND SANITARY SEWER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE <br />CITY OF LOUISVILLE DESIGN AND CONSTRUCTION STANDARDS. <br />2. DOMESTIC WATER AND SANITARY SEWER SERVICE CONSTRUCTION SHALL BE PERFORMED BY A CITY OF <br />LOUISVILLE LICENSED CONTRACTOR. <br />3. CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION, DEPTH, 8c MATERIAL TYPES OF EXISTING UTILITIES <br />PRIOR TO CONSTRUCTING SERVICES, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS. <br />4. CONTRACTOR SHALL COORDINATE LOCATION OF SERVICES WITH INTERIOR PLUMBING. <br />5. SEE ARCHITECTURAL DRAWINGS FOR METER LOCATION. <br />COVER. <br />1 ry, <br />NSTAU. NEW <br />INVI"h 53°Ullig 1N74193±-11-P)vc — S- — :111 <br />i'vvy <br />182.5 LF SANITA <br />S SERVICE. <br />Pti SD 35 <br />TEMPORARY END CAP <br />FIRE SERVICE STUB <br />INSTALL 15 IF Ptcc PIPE, <br />• <br />— 10' UTILITY <br />"N, EASEMENT <br />\ INSTALL l*TAIINUNE., 15 LF __COPPER <br />" UNE, TYPE K. 44c MI UM COWIR. v <br />1•1 <br />tiN <br />03 <br />8" WATER <br />L. <br />300* LF 340 <br />-GAS SERVICE <br />UNE g) <br />/ Wolk <br />HECLA <br />II IRRIGATION <br />ve TAP. <br />43 IF - <br />In UNE, TYPE <br />PR <br />PP <br />K. <br />ELECTRICAL S CE <br />PVC CORDUffS <br />TPED <br />h I Of <br />971 <br />71. <br />— — <br />CURB CUT <br />• <br />01 <br />TERMINATE GAS <br />SERVICE 10' EAST <br />OF PROPERTY UNE <br />1 inch en 20 ft. <br />ffEM ITEM <br />NO. DESCRIPTION <br />0 SANITARY SEWER MANHOLE <br />C' SANITARY SEWER CLEANOUT <br />0 CONNECT TO DC. WATER SERVICE <br />ADJUST EX. CURB STOP BOX TO <br />MATCH FIls1AL GRADE <br />ADJUST DC. WATER VALW <br />RIM ELEV.(TYPICAL OF 2) <br />TEMPORARY END CAP <br />0 COMPACT 'TRENCH TO 95 <br />X OF MAXIMUM DRY <br />DENSITY (ATM D698) IN <br />VICINITY OF ENTRY <br />FEATURE AND SIGN <br />-4460. <br />cks <br />40 <br />0 <br />44 <br />0 <br />80027-1849 <br />in <br />0 <br />44 0 <br />303-673-9796 <br />VI <br />< C:1 <br />Cam (te.< <br />< 9 <br />1/4..) o <br />Fast w <br />< E- <br />Q.. 9 <br />PROJECT # 0134A <br />DATE: 3/I4/2002 <br />DRAWN BY: NJM <br />CHECKED BY: Di <br />UTILITY <br />PLAN <br />Sheet <br />C3 <br />of Sheets <br />