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POLE RISER <br />(1) 10' NOTCHED STEEL <br />EXISTING AERIAL SECTION POWER <br />3'R, 90' --- <br />STEEL <br />EXISTING UTILITY POLE <br />TYPE C STEEL—TO—STEEL <br />ADAPTER <br />TYPICAL POLE RISERS (1) 2"0 <br />TYPICAL TRENCH DETAILS <br />3'-0" MIN <br />12" MIN <br />A p. <br />z <br />RESTORE SURFACE <br />00 n' — TO ORIGINAL OR <br />v ^ b BETTER CONDITION. <br />IMPORT BACK FILL <br />PROPOSED 2-2" CONDUIT <br />BEDDING PER UTILITY <br />CO. SPECIFICATIONS <br />TYPICAL BORE DETAILS <br />, -6' MIN <br />48" MIN. <br />COVER;.�..r,.5`. <br />—III '� �. � .•'x <br />t6' MIN -1 <br />NOTE: NEW PAVEMENT SHALL BE 1" THICKER <br />THAN EXISTING PAVEMENT. MINIMUM OF <br />0.25 FT. NEW BASE SHALL BE 1" THICKER <br />THAN EXISTING BASE, MIN OF 0.5 FT <br />4' x 4' BORE/ <br />RECEIVING PIT <br />BACK FILL PER <br />CITY SPECIFICATIONS <br />PROPOSED 2-2" CONDUIT <br />�-8" <br />NOTE: ALL BORE DETAILS ARE TYPICAL <br />UNLESS OTHERWISE NOTED ON PLANS. <br />�® <br />Section / 4216/4217 of the Government Code requires a <br />IMPORTANT NOTICE'��� <br />Dig Alert Identification Number to be Issued before a <br />a <br />n'-' PROPOSED FIBER <br />15' HDG POLE BRACKET <br />REV DESCRIPTION DATE <br />C O M C A S T <br />V/ PIPE CLAMP (82017 <br />1845 W. Orangewood Ave., Suite 300, <br />Orange. CA 92868 <br />(949) 250-0004 / FAX (949) 250-0006 <br />APPROVED: <br />APPROVED: <br />BY POVER-STRUT OR <br />t-aoo-zz7-26ao <br />EQUAL) 4' MIN OFFSET <br />FROM POLE N <br />x <br />} <br />TYPE C STEEL -TO -STEEL <br />i <br />ADAPTER. CAP (1) 4.0 AT 10. <br />(1) IO' NOTCHED L (1) 10' <br />STEEL CONDUIT <br /><rrnrvc <br />EXISTING GROUND <br />3'R, 90' --- <br />STEEL <br />EXISTING UTILITY POLE <br />TYPE C STEEL—TO—STEEL <br />ADAPTER <br />TYPICAL POLE RISERS (1) 2"0 <br />TYPICAL TRENCH DETAILS <br />3'-0" MIN <br />12" MIN <br />A p. <br />z <br />RESTORE SURFACE <br />00 n' — TO ORIGINAL OR <br />v ^ b BETTER CONDITION. <br />IMPORT BACK FILL <br />PROPOSED 2-2" CONDUIT <br />BEDDING PER UTILITY <br />CO. SPECIFICATIONS <br />TYPICAL BORE DETAILS <br />, -6' MIN <br />48" MIN. <br />COVER;.�..r,.5`. <br />—III '� �. � .•'x <br />t6' MIN -1 <br />NOTE: NEW PAVEMENT SHALL BE 1" THICKER <br />THAN EXISTING PAVEMENT. MINIMUM OF <br />0.25 FT. NEW BASE SHALL BE 1" THICKER <br />THAN EXISTING BASE, MIN OF 0.5 FT <br />4' x 4' BORE/ <br />RECEIVING PIT <br />BACK FILL PER <br />CITY SPECIFICATIONS <br />PROPOSED 2-2" CONDUIT <br />�-8" <br />NOTE: ALL BORE DETAILS ARE TYPICAL <br />UNLESS OTHERWISE NOTED ON PLANS. <br />�® <br />Section / 4216/4217 of the Government Code requires a <br />IMPORTANT NOTICE'��� <br />Dig Alert Identification Number to be Issued before a <br />PIANS PREPARED BY: <br />' CHC Consulting <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: <br />DRAWN BY: <br />REV DESCRIPTION DATE <br />C O M C A S T <br />'Permit to Excavate" will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERVICE ALERT <br />1845 W. Orangewood Ave., Suite 300, <br />Orange. CA 92868 <br />(949) 250-0004 / FAX (949) 250-0006 <br />APPROVED: <br />APPROVED: <br />t-aoo-zz7-26ao <br />APPROVED: <br />TYPICAL DETAILS SHEET <br />PROJ#: JB713361 <br />CONSTRUCTION TYPE: OVERLASH, RISER, TRENCH, PED ACCESS & BORE PL. <br />COUNTY: SAN JOAQUIN <br />DRAWN BY: RISHABH SHARMA <br />COMCAST CONTACT: MICHELE OKAMOTO TEL NO: (925) 768-8470 <br />DATE: 1/15/2022 SHEET: 8 OF 16 <br />