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1990-73 CS (Plans)STiE'R NOTES "ATl wort 2%aT1 be done % acco,dw. with the herd SptefffeWaft fbr 1 Yorks Construction, latest Edition, the San Diego Standard Special Provisions to the Standard Specifications for Public Yorks Construction, adopted by the San Diego Regional Standards Committee and the following Special Provisions." 1. Trench width shall be per SW 1b. S aless afhem i metal. 1. Pipe and bedding Conditions. (a) All pipe shall have C ettnfsltle of 214 erarsiled Lich betttittil tine pipe. (b) V.C.P. and A.R.S. truss pipe bedding f om bottom of pipe to six (6) inches minimRm above the pipe shall be sand, gravel, crushed aggregate, native free - draining granular material having a sand equivalent of 30 or better. (c) P.Y.C. and A.I.S. solid tali pipe bedding fh m bottoms of pipe to six (6) inches minimum above the pipe shall be 3/4 inch crushed rock. A.I.S. solid wall pipe may be used only where pipe invert grades are IS or greater. 3. Ater coMletion of pipe laying. all wain tine 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 fie. 17. ftui ad in plate manhole bases shall be a monolithic pour finished coMlete at time of pour. Precast manhole bases are acceptance for use with S-incn collector systems with inspector's approval. S. The Ls w .-TI of 4-Inch sews, lateral per SORSO No's S -13 and 3-I4. Lateral: - shall not discharge directly into manhole. S. The a nstrcttion of concrwte anchor wells per SORSD No. 3-20, Type A. T. All amtins and laterals shall be . _ -.6L. ..tad with 42 -inch miniman cover. R. The final location and elevation of sewer and water laterals shall be sftawrt 90 original plans, prior to acceptance of work. !. All design changes of sewer mains shall be �;,� . .l by On ifistrict Engittter to writing prior to acceptance for public use. 10. fill areas must be compacted to 00S prior to pipe lustallation. 11. The contractor shall wti the districts' Inspection lop.,twttt 41 Sours fh ablttt of beginning work to arrange for inspection of protect. 12. Contractor shall obtain a permit fr m the C /f Reptrtwo of Public Mores fbr tMt excavation within existing PGb//c Rights -of -May. 0. 'As wilt" drawings aatst be sobm tted prior to flual WC@ptM if tSe 9 14.. TM contractor shall and hereby dbez. gnu-all all work fbr a pouf od Gf ire 3 ft after the date of acceptance of the work by the owner and shal repair or replan any or all such work, together with any other -work which may be displaced to to doing, that way prove defective to wrokmanship 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. Ilk I!. The contractor shall fbrnish and install, per - specifications, the appropriate buried atility warnine and identification tape above all public sewer lines including sewer laterals located in public right -of -way. ..r ' 4jR X,iAGi/E AS MMY 91S EP, 711 'Row. ka�-i �+u�t _ COL APJV t� I tI - !7I - .�'.� �s N OM # 4) y. R lR CJ #JTR � r cn'S �� NOM #4-- X/5T. C &Z T.V. ER I Pe Cry 147 - - S1;DW� 7v �>t AXVE *4) C* TA-.A� CONTRACTOR AMC LA7rA*4Z 5 MLL CRO.55 V Im 4F= S1LPE - COU�P / CT /C ONE Jl767:' FH. (5645 NM *4 ) F Nra�S5►Q1 Y Yi RI&I5 EX 5r /r✓6 ELE R , TEzEPR f � JU1 1"I 1 ""✓T' PC.0 jeE t'fE �'� .�v0 GiBGE TY SERV /CE UNE5. ` CONTRACTOR N &VE W V DIN/ DlW s /y /5 O/ 49 E •.� EX /1T /NG 07741 T /ES #AVE BEEN VO ? -- �.. Ir o coNST�� �,�� Ba << x iisrwG STA. 7t 90.00 , " ���EXIST 27" STEEL SLOTTED ei1SE,0 ON /A/FORMAT /O�V 4. ®� +� TA / f 70. Iri s - _ A C. PYMT 2. , 3 �/gTEjQ Ull/E PER /lPOY /DED eY EwCN OISTR /CT AND V W X - T 2 , O.M.W D P/PEUMe PoE1 Aor Rsz."sE THE CONT�PAC y k ` M H. # > _... - _ - - FROM /1 /S /IESPOMS /D/L _ ... ,. � .� �� 7A REP�.ACE.,MEN T + +QQ _ 7 �_, ._��,�, #- W "RK CIOSECY W/rN V T/L/ TY W --2 00 yy W W - � �''' . ° RCPItESEMTA T /VE5 AMD affrAIA/ • '"°q - - , a r t K -O - cN - .1 TE A�l�1R !/T C�t��. T//E ;. � r � �INOER 6/fOUND At EA r Mr. /- 040 - 4 r r- �f 1 a19 - �O �7UvT. �4.G _ REMOVE ,/ a " V M `EX /3T 1/ a. TY, b Ex�ST P05T16� /�w5 v O .I v - !` , ±i E�V7" # dARJrtCAD�E , 4 +-76.DIo _ Nom++ v � a mp -f _ NOTi�'S 80' �P w. 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VICINffY MAP Cr�" .$ " En co TE Y; R,CE yaf�ss 4'" ��tTER•4L 1 (s-l'!� - � } W W R�1lIEWED 6 # 77r9V N (0-75) 8 1 'f� C. 0* SCAL E TN. bRos. &48-A6 - EX T M z Q L -.• y . ,q $ * oR rER G rrY STD. _ MANNgC E DETAIL O O Y6ARr� M 3 POTS � � l NCINITAS PUBLIC WORKS DEPARTMENT I DRAWING III � REVISIONS APPROVED DATE REFERENCES DATE MAW SCALE SIGNED B QEY Y I CHECKED BY AI3VAL8 CITY C>F E NO. W Q IL �I UrpaTt� cNlS. N .Tof RDWL. MRXD• /STEEL FN. P5t.D CARDIFF SANITATION DISTRICT PL S PR ARED UNDER SUPERVI ION OF RECOM EN ED AP OVED SEWER EXTENS - COLE RANG ROAD 'DI'GI� li 1XWF f $•!r1• 5.W. CDR. INT. EL fAM(NO DEL NOM : DATE Z 13 BY: • P• BY: - �♦ 5AM FE �. 25' w /o RNOO sajo FE 14J MORiZONTAL �I 1TY E G /NEE O / VENNA /lV CS 073 NTV 49 4c•! R. GoCi 5)6 ELC�I NOVEL NOM t �'-( l3 N i 1NA�2EN SHAPER R.C.E. N0.: 39726 DATE: - / - DATE: ' j s 1�5,4�Co E. LOGAM EXP. Mr". U.S.C. G.S.. __ VERTTCAL GINEER /t_ /_p/ ' SHEET l OF t F_LP_V DrDt/GLA _ _ fRt"ff. W ORK PROJECT no. 1 1 MARASOD