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HomeMy WebLinkAbout1582-2118 S' v�opiPEl CARRIER PIPE JOINT' A0 3 06 2'X41/ UNFINISHED REDWOOD SKIDS 3' LONG �S BEVELED BOTH ENDS (4) SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE 3� FROM EACN END OF �C N PIPE . NOTCH SKID TO SEAT. STRAP GENER4L. NOTES' f. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. 2. REDWOOD SKIDS SHALL BE PROVIDED PER DETAIL ABOVE. 3. CARRIER PIPE SHALL BE PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND. 4, CASING TO BE FILLED WITH AIR BLOWN SAND. 5. EACH END OF CASING SHALL BE SEALED WITH CONCRETE. 6. CONTRACTOR SHALL FURNISH ALL NECESSARY THRUST RESTRAINT DEVICES. dl4eV D. __ 6r� L C,.IS/NG_. -- P/pY C0ET�/L NTS moi► ��� g '1� � /A ,, r% - E 2 r U T U FR r T TR J`0 8% ED Hj�- Ot5D 4?f9AW4V.5 INFO1?MAi70N NO. I "= REVIS IONS � E S QH S�� u • _• 8x`627 //.V 71:5,Q Ste' G T/DLJ W 7-1-1 ¢ . .2A/L .20A 7',e,.A �'/<- S AO P �,. RECORD °�'^'"" 4 V .a �. The information on this drawing Is obtained "��i orn others and must be u�rified in the field i -y aoyon;', Prior to use or censtruc1ion. i- ALL & FOY?I:NWA1N, INC. is not responsible for 1 underground facility Ic�(;atic}res or ciniCtions. ,11bove ground acilities Carl be readily seen and verified by the parries that intend to use Sam(). CURVE DATA �S C.tjn </�, � G CONSTRUCTION NOTES Q ��CONSTRUCT S" EXTRA STRENGTH V.C.P. �: Q9 i:a Nr 2621°`� m O2 ---CONSTRUCT 48" PRECAST CONC. M.H. PER STD. DETAILS 109 a 112 k �� rtl�. ��2�� � �� Apr 3031/94 ��'' 3/J�/�� S INSTALL V.C.P. STOPPER (CEMENTED IN) 10���' INSTALL 18�X 7� "JACKED STEEL CASING PER DETAIL HEREON OF CAS\� CITY OF FCALIFORNIA - � PU13LIC WORKS D BY SEWER. PLAN I SCALE: J.R.C. HORIZ.: I"= 40 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED B EAST LIBERTY PA R K WAY VERT.: 1' K.W. 4 . CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING CHECKED BY FROM WIL LIAMSBURG PARKWAY DATE: PREPARED UNDER THE SUPERVISION OF: M.C. TO SP.R.: . CROSSING 9 JOB NO. G -340t,/20 DR. NO. SHT. NO. ENGR S. DATE CITY DATE 1� 3808-20 APPROVED lv:C/.r�s. CC 21 P RO R JOHN C. HOGAN R.C.E. 26229 DAT E INTERIM CITY ENGINEER R.C.E. 2 5126 I'>0� 21 0 F O R L T COMMENTS /G �� 7',48" /DDS' ZB��G ` /¢�80' � ,Si��i��(� ,til f: TD �!• y. 2S/. A_f' 2O7. Zl' lap 9—"5Z' /F N. W To f: C. eo37.f 75/' OT �S C.tjn </�, � G CONSTRUCTION NOTES Q ��CONSTRUCT S" EXTRA STRENGTH V.C.P. �: Q9 i:a Nr 2621°`� m O2 ---CONSTRUCT 48" PRECAST CONC. M.H. PER STD. DETAILS 109 a 112 k �� rtl�. ��2�� � �� Apr 3031/94 ��'' 3/J�/�� S INSTALL V.C.P. STOPPER (CEMENTED IN) 10���' INSTALL 18�X 7� "JACKED STEEL CASING PER DETAIL HEREON OF CAS\� CITY OF FCALIFORNIA - � PU13LIC WORKS D BY SEWER. PLAN I SCALE: J.R.C. HORIZ.: I"= 40 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED B EAST LIBERTY PA R K WAY VERT.: 1' K.W. 4 . CIVIL ENGINEERING LAND PLANNING • LAND SURVEYING CHECKED BY FROM WIL LIAMSBURG PARKWAY DATE: PREPARED UNDER THE SUPERVISION OF: M.C. TO SP.R.: . CROSSING 9 JOB NO. G -340t,/20 DR. NO. SHT. NO. ENGR S. DATE CITY DATE 1� 3808-20 APPROVED lv:C/.r�s. CC 21 P RO R JOHN C. HOGAN R.C.E. 26229 DAT E INTERIM CITY ENGINEER R.C.E. 2 5126 I'>0� 21 0 F