SW5210702_Plansheet - Misc. Detail_20210708 (17)

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DRAWN
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Know what's below.
Call before you dig.
ALWAYS CALL 811
It's fast. It's free. It's the law.
FOR REVIEW
PURPOSES ONLY
im. �ffl f THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NCR211056
LLJ DRAWN BY: SJK
CHECKED BY: CEY
DATE: 7/2/2021
CAD I.D.: CNDS-0
PROJECT:
SITE
IMPROVEMENT
PLANS
FOR
GFD MANAGEMENT INC.
LOUISBURG ANNEX
LOUISBURG PLAZA
RETAIL WAY
FRANKLIN COUNTY
LOUISBURG, INC 27549
BOHLER#
BOHLER ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, INC 27612
Phone: [phone]
NC@)3ohlerEng.com
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SEAL -:
485
/21
SHEET TITLE:
WATER +
SEWER
DETAILS
SHEET NUMBER:
C-903
le ORG. DATE - 6/23/2021
REVISIONS
SYM. DESCRIPTION DATE BY
— — MIN. EXCAVATED — —
I=III TRENCH WIDTH I-1��111 III=1�1=
I:� PIPE WIDTH + 12" IIIII J
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III II� �
Y
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IIIII a NOTE:
( PIPE WIDTH 111 m BEDDING AND
BACKFILL SHALL BE
I� III a
#57 OR #67 STONE.
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4" MIN. �I� IIIII BEDDING
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SANITARY SEWER MAIN TRENCH DETAIL
N.T,S.
NOTES:
1, BEDDING WITH STONE TO SPRING LINE FOR DEPTHS UP
TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FOR
DEPTHS GREATER THAN 12'.
2. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT
SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE
LIFTS TO 95� MAXIMUM DENSITY,
3. UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS,
COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6"
LOOSE LIFTS TO 95� MAXIMUM DENSITY EXCEPT COMPACT
TOP 12" OF SUBGRADE TO 95 � MAXIMUM DENSITY
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
SANITARY SEWER MAIN
S-1 TRENCH DETAIL
N
O
N
0
REVISIONS
SYM, DESCRIPTION DATE BY
3" WIDE DETECTOR
TAPE - 18" BURY
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WIDTH w
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BELL 0,0. + Z4' MAX,
WATER MAIN TRENCH DETAILS
TYPE 3 LAYING CONDITIONS
NOTES: N.T,s,
1, LAYING CONDITIONS AS PER AWWA C600 AND
C605 STANDARDS,
2, BEDDING MATERIAL SHALL BE 4" MINIMUM
THICKNESS, LOOSE SOIL (DEFINED AS NATIVE
SOIL EXCAVATED FROM THE TRENCH}, FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
�
SUPPORT FOR THE FULL LENGTH OF PIPE.
COMPACT TO 95% MAXIMUM DENSITY,
�
3, INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED IN MAXIMUM 6" LOOSE LIFTS,
COMPACTED TO 95% OF MAXIMUM DENSITY,
W
A; UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
e
BACKFILL IN 12' LOOSE LIFTS TO 85%
MAXIMUM DENSITY,
B; UNDER STRUCTURES, PAVEMENTS AND ROAD
SHOULDERS, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6" LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12"
$�
OF SUBGRADE TO 98% MAXIMUM DENSITY,
FRANKLIN COUNTY PUBLIC UTILITIES
��
4, PROVIDE �10 SOLID COPPER WIRE IN SUFFICIENT
3=
�n
LENGTH TO BE SPIRAL WRAPPED AROUND EACH
SEPARATE RUN OF ALL BURIED PVC PIPING, AT DRAWING #
VALVE BOXES, BRING WIRE TO WITHIN 6 IN. OF
TOP OF BOX AND INSERT INTO BOX THROUGH STANDARD WATER MAIN
DRILLED HOLE. NOT REQUIRED FOR DUCTILE
IRON PIPE, W 1 TRENCH DETAIL
5, INSTALL 3' WIDE DETECTOR TAPE AT 18" DEPTH,
TAPE SHALL HAVE MIDDLE FOIL LAYER,