Typical Shallow Manhole
This PDF document may not meet current accessibility standards (WCAG 2.1 AA) and may not be fully usable with assistive technologies.
If you require access to the information in a more accessible format, please e-mail webstaff@johnstonnc.gov and we will provide an alternative version as soon as possible. A machine-generated text version is also available below.
We apologize for any inconvenience and appreciate your understanding as we work toward full accessibility compliance.
If the document does not display above, download the PDF.
Text version (machine-generated from the PDF)
NLA|, sfNY Nae 4 EA #4 BARS JNK STAGGER @ 16 0CZ Lf X| N Lo - #4 @ 6 OC EA WAY AN TRAFFIC LOAD CONDITIONSPLAN - TOP SLAB8 4-0 DIAMETER 8USE 4 EA 12 SS EXPANSIONSTANDARD FRAME ANCHOR BOLTS TO BOLT FRAMEAND COVER TO SPACERUSE ROPE MASTIC SEALY BETWEEN FRAME AND SPACERST iY LZ cd7A |4 SEE TOP SLAB PLAN FOR- SLOPE 122-0 MAX | | ag CONCRETEtog | Ja, , 4 a We '4 , Loe 4 ileye gq £4 4 a5 Qe -|si Sa Pe,SOLEIL OOOO MEE#4 @ 120C EA WAY -e SECTION MIN 6 GRAVEL BEDDINGNOT TO SCALE| CCSCdE "Nase | Date | RORDrawn By | SF PAGEy a SANITARY SEWERCheckedBy | | ~-| 3 JOHNSTONCOUNTY ff§ man a STANDARD DETAIL[Approved By | Department of Public Utilities Sy 7 32Scale] CCS PO Box 2263 A ast 9 Typical ShallowCdr YY Srithfiete, Nc 27577 Manhole-_ ; SN CASSere