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1992-124 CS (Plans)0 h�1 I I c 207 23 S> Q a7,*6 •49 % K 13 w 7 � EX /ST /.t/6 .N.4.uHOGE V V PETZ I Z I i r, 11� Fl - I Z 1 1 1� i h r -- ANOC/LE /70e/Z: r- AP' 1/ER7 /Z: if' P,�'ED 2YJ'SEGi/E� E.QSEti/E•f!T Al /S' 00 " // E cOAA!F77MIC7 ZOZ.24 -8 lAle � O I %I i��w.• -tea'! '� ��'`� -z Z L' T60 t " '.J•75*l.A4�.G. S. ,�1' '06 �•e P..v/. !1005 1 0� � 3a� _ � —� P,�MS'Et� SEGUE,2 G9TE.e4G PLAN /11�_ /Q' OG /�/ENHH/N/7l'J.t/ /C/f> G WATEAO /STR /CT CA.eolFF sAwrAr14W 1101s7mlicr Z L SW S 0 EO L�4'TL /liAL /O 2 YEARS FF/OM GATE/ 7=J 0 L RE "All work shall be done in accordance with the Standard Specifications for Public Works Construction, latest Edition, the San Diego Standard Special Provisions to the Standard Specifications for Public Works Construction, adopted by the San Diego Regional Standards Committee and the following Special Provisions.'' 1. Trench width shall be per SDRSD No. S -4.1 unless otherwise noted. 2. Pipe and Bedding Conditions. (a) All pipe shall have 4" minimum of 3/4 inch crushed rock beneath the pipe. (b) V.C.F. and A.B.S. truss pipe bedding from bottom of pipe to six (6) inches minimum above the pipe shall be sand, gravel, crushed aggregate, native free- draining granular material having a sand equivalent of 30 or better. (c) F.V.C. and A.B.S. solid wall pipe bedding from bottom of pipe to six (6) inches minimum above the pipe shall be 3/4 inch crushed rock. A.B.S. solic wall pipe may be used only where pipe invert grades are 1% or greater. 3. After completion of pipe laying, all main line sewers, sewer service laterals and structures shall be tested in the presence of the Engineer. Air Pressure Test shall be used unless otherwise directed by the Engineer. 4. The construction of P.C.C. sewer manhole per SDRSD No. 17.1. Poured in place manhole bases shall be a monolithic pour finished complete at time of pour. Precast manhole bases are acceptable for use with 8 -inch collector systems with inspector's approval. 5. The construction of 4 -inch sewer lateral per SDRSD No's S -13 and S -14. Laterals shall not discharge directly into manhole. 6. The construction of concrete anchor walls per SDRSD No. S -10.1, Type A. 7. All mains and laterals shall be constructed with 42 -inch minimum cover. 8. The final location and elevation of sewer and water laterals shall be shown on original plans, prior to acceptance of work. 9. Ail design changes of sewer mains shall be approved by the District Engineer in writing prior to acceptance for public use. 10. Fill areas must be compacted to 90% prior to pipe installation. 11. The contractor shall notify the District's Inspection Department 48 hours in advance of beginning work to arrange for inspection of projects. 12. Contractor shall obtain a permit from the County Department of Public Works for an excavation within existing County Rights -of -Way. 13. "As Built" drawings must be submitted prior to final acceptance of the work. 14. The contractor shall and hereby does guarantee all work for a period of one year after the date of acceptance of the work by the owner and shall repair oR replace any or all such work, together with any other work which may be dis- placed in se doing, that may prove defective in workmanship and. /or materials within the one year period from date of acceptance without expense whatsoever to the owner, ordinary wear and tear, unusual abuse or neglect excepted. 15. Contractor shall furnish and install per specifications, the appropriate buried utility warning and identification tape above all public sewer lines, including sewer laterals, located in public Right -of -way. F1 N oN, N \ I N Wv 0 hQ N'Q � T SK+� PARCEZ. i 2 /[�1PQ0!/Fi�1ErVTS CQf/S /ST QK T e F LGnwlN6 woec ?v tv aN/E , eme,,n1mi 717 7HE eaeeE.VTS'�Lt /GYEasO GLW7 - V 9T *V1-WA 5FIX SEN/E.0 CIWSTCUCT /Of/ — _ � LL�SCP/PT/0.!/ SytJ�iGY Q(dgt/T /7Y $TD. D{•f/6R/G: GYK/9T,2GC7T'Clt/ OF � s � GF S-�f CLwsrecC77GX/ of 'eX /ST /.t'/G EGE ✓. /GO.OIG) ar NA�.tAC EU QQ� _14", Sr"4TAst A EAkR/aVEERlt/Ci �Z¢ ,49, Cw. -c. r a / ACQ??, SQL /FACE/ /i0. AS BU /LT P�PEP!/lPED BY t M0 2 �� y � PRIVATE CONTRACT A SHEET I CITY OF ENCINITAS 2 J sl'l FUF Z I DEPARTMENT OF PUBLIC WORKS SHEETS I/�r�A"MAM "r GAiP P /rP0 /f C. E 24, 000 GATE /T//' iPEG /STiP!/T /ON EXP /.PES OX/ 12-91- 9 3 0 RCP OR A f UAO E,!'Tl�AON! RAC T �iy. !9928 01 /Tye APPROVED CHANGES BENCH MARK 91- /33 71 PIY1EXT. Wo% No. Oau nption Approved by Date C LOS 3 t, TL ALYJ DESCRiPT10N ^-73 0///9 _'59 702 1,1254 ti/A2CED GU /Tf/ Rrrcomm.nd.A for apvro.al 4vv,o•ad Q AS - BU /LT S7-EEG FEUCE REST I LOCATION. SUBDIVISION ENGINEER C /TY 4FV 1AI. - f� SW !'.G)e /,{/T EG CA�E4 /if/O DEL rL/OIlTE! ,QH0.44if/TiO � p F� QQ4� Z 3'Gi/ P��/D Si3I/TAFE 60'B EG C'�4�1 /�/OL�G I/OPlE En«nwr of work Chacked Ay'. L = RECORD FROM: LYXJVTh 1aC SRd/ W6OO y/� I C f l Z = -�-� . / �"� I Approwl Aate ELEVATION. 119476 )AT UM 4;4eV&AyAVFt C E PAaW = _ W CL. FILE N0. SSG N O V/CIMMY MAP ,{/OT 717 ' u e r