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HomeMy WebLinkAbout4197-212+00 13+00 14+00 15+00 16+00 17+00 1 S+UU 40 •• • • • :• 0 Z W I = EX. 50' U.P.R.R. R W Z E-0 x V , QX- I Lo N 1 0 S _ Z r Ar � F- EXISTING 12" V.C.P. W SEWER PER CITY OF FONTANA DR NO. 1558 ca 939.281 — -- J � Uj g� 3 c� Q SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. o Iq 0 Z SEWER IMPROVEMENT PLAN Z + c� (~!} N 8 w Plotnik & Associates -CIVIL ENGINEERING -LAND SURVEYING 18710 S. Wilmington Ave., Suite 203 Rancho Dominguez, California 90220 Tel: (310) 605-6657 Fax: (310) 605-6658 www.plotnik.com r,\PN 0238-001-034 SANTA ------- ------ - - MM D -o 0 0 N. vi, 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-260( A PUBLIC SERVICE BY UNDERGRIXIND SERVICE ALER' G — ANA AVENUE 940.511 —U-)— 71 f AIk, eom I'l19 "-0) C z Lr C% a Lr .O�'20FESc�C�, PLO � % r U C 2P'304 ExeR '3-31-x?, CIVIL � OP CALCro, 10 9 J w g N to r` 00 + co 0 Z N 4 rn cn LLJ J 0 Z Q J Q Z LLJ I� rI\PN 0230-001-060 -- 18 �I VAiL `I SAND FILL ANNULAR SPACING 8" DIAMETER D.I.P. SEWER REDWOOD (HEART GRADE) SKII SKID CROSS—SECTION SHALL I 4 x4" MIN. do SHALL PROVIDE CONTACT AGAINST THE CASING AT THE LOCATIONS INDICATED 40 113 "1 \ �t SEWER T=3 8" MIN. STEEL BAND CASING PIPE o: 6" U TYP it cO• 4-14 LONGITUDINAL = BARS TIE BAR O.C.'- 3" CLR TYP _ • • _- - -i��I1-- CONCRETE ENCASEMENT SCALE: NTS GENERAL NOTES 1. STEEL CASING SHALL BE INSTALLED BY JACKING. 2. MINIMUM INSIDE DIAMETER AND WALL THICKNESS OF CASING SHALL BE AS SHOWN ABOVE. 3. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. 4. SUPPORTING REDWOOD SKIDS SHALL BE PROVIDED AS SHOWN. SKIDS SHALL BE ATTACHED TO CARRIER PIPE BY STRAPPNIG STAINLESS STEEL BANDS WITH STANDARD STRAPPING MACHINE. 5. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND. 6. UPSTREAM AND DOWN STREAM ELEVATIONS OF CARRIER PIPE TO BE VERIFIED PRIOR TO FILLING CASING WITH AIR BLOWN SAND. 7. PIPE CASING TO BE FILLED WITH AIR BLOWN SAND. 8. EACH END OF PIPE CASING SHALL BE SEALED WITH CONCRETE MORTAR. A SMALL OPENING SHALL BE LEFT FOR DRAINAGE AT THE BOTTOM OF THE DOWNSTREAM SIDE ONLY. -- -- ---- hr G, s • `` I � A *u 'A n !;5/ `D F, PF T �, 2-1C___ SEWER CONSTRUCTION NOTES O1 CONSTRUCT 8" V.C.P. SEWER, EXTRA STRENGTH. Q CONSTRUCT 48" MANHOLE PER CITY OF FONTANA STD. 109, 112 & 114, O CONSTRUCT 6" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. 125. ® SAWCUT AND REPLACE EXIST. A.C. PAVT. PER CITY OF FONTANA STD. 1031. Q INSTALL 8" V.C.P. BY JACKING AND STEEL ENCASEMENT. SEE DETAIL HEREON. © CONCRETE ENCASED PER DETAIL HEREON. O7 CONSTRUCT 8" D.I.P. ® INSTALL SEWER CLEANOUT BOX PER CITY OF FONTANA STD. 125B. i - Z W W O ry IZ ry LLJ LLJ (f) Q SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. �oQR°FESSI°N tiv� PLOTpj,� fy�, s, 10• 2W 3/3 /01 -4 * ,�• IVl\- OF CAVE- Prepared Under The Supervision Of : odze .4u Date : /2%q�f� CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN FF DRAWN BY- PVTENG. SANT ANA AVENUE 05-038 _dd8-10-06 SCALE: As Noted DESIGNED BY: PVT. ENG. DATE: CHECKED BY: AP DRAWING NO.: 2 DAA • 4197 2 �. ENG. CITY ENGINEtR 51152 l r cvl� �RAVJIt-lEi h�J-� -0/0 ZVI PLO R.C.E. 29604 REV. REM" DESCRIPTION DATE ENGR. 6TY DATE