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LEGEND
6' TALL OPAQUE FENCE - -
EXISTING CONTOUR (2' INTERVALS) 10$
PROPOSED CONTOUR (2' INTERVALS) --------------------
PROPERTY LINE —
NEW 4" SEWER LINE 41,SS
Cn
NEW 1 " WATER LINE 1 "W
0 /Auz) I. ca
Q
N O R T H
UTILITY PLAN
C 102 SCALE: 1"=10'
GENERAL NOTES:
1. THE ELECTRICAL SERVICE SHALL BE DESIGNED BY THE LOCAL UTILITY AND INSTALLED BY THE CONTRACTOR.
2. THE CONTRACT SHALL PROVIDE A METER APPROVED BY LITTLE ROCK MUNICIPAL WATER DEPARTMENT.
3. THE CONTRACTOR'S HALL
4. THE CONTRACTOR SHALL H OBI AIN ALL FIELD LICENSES, PERMITS, NOTIFY E I LOCAL UTILITIES PRIOR OBEGINNING
ETC., PRIOR TOBEGINNING CONSTRUCTION AOYNALRLUCOSO S
ASSOCIATED THEREWITH.
5. ALL MATERIALS AND WORKMANSHIP FOR WATER AND SEWER LINES AND ASSOCIATED APPURTENANCES WILL BE IN STRICT COMPLIANCE
WITH THE LOCAL CODES AND THE REQUIREMEN`S OF THE CITY OF LITTLE ROCK,
6. A 10' MINIMUM HORIZONTAL AND 18" VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SANITARY SEWER LINES
WHEREVER POSSIBLE.
7. IF DURING THE CONSTRUCTION OF THE SITE DEVELOPMENT PORTION OF THIS PROJECT, A QUESTION OF INTENT OR CLARITY ARISE
FROM THE CONSTRUCTION PLANS, THE CONTRACTOR WILL IMMEDIATELY BRING THE MATTER TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION BEFORE THE AFFECTED WORK ITEMS ARE INITIATED OR PURSUED FURTHER.
8. WATER AND SEWER LINE SERVICE TO BUILDING SHALL BE EXTENDED FROM THE MAIN TO A POINT 5 FEET OUTSIDE BUILDINGS AND
COORDINATED WITH THE BUILDING'S PLUMBING/WASTE SYSTEMS.
9. NOTIFY ADEQ, AND THE LOCAL UTILITY PRIOR TO BEGINNING CONSTRUCTION.
10. MINIMUM DEPTH OF COVER FOR ALL UTILITIES SHALL BE 30".
11. COORDINATE ELECTRICAL SERVICE WITH LOCAL POWER COMPANY.
12. PRESSURE REDUCERS WILL BE REQUIRED WHERE STATIC LINE PRESSURES EXCEED 80 PSI.
13. THE CONTRACTOR SHALL PROVIDE AS—BUILT DRAWINGS TO OF ALL UTILITIES TO THE OWNER.
WYE CONNECTION TIED
TO EXISTING SANITARY
SEWER
NER LINE 1 /8"/FT
AIN
INSTALL CLEANOUT
1" MIN. CLEARANCE
BETWEEN PLUG & COVER
BRASS PLUG /
N� 6, .) FINISHED GRADE
r `
» O r P
C.I. BOX
W/ COVER
45° C.I. BEND
(SEE TOTE 1)--i
1" MIN. CLEAR
C.I. WYE BRANCH
(SEE NOTE 1) —
PLG
SQUARE CONCRETE PAD
_� CAST IRON PIPE
(SEE NOTE 1)
III,,,III,;III VARIES III III lll:
=1 MINIMUM SLOPE 4"
�III� III III PIPE — 1.0%
IIID COMPACTED -1
BACKFILL
SMAIN EWER R LATERAL II II USE 1 /8TH BEND WHERE
IIIIIII NEEDED
1=1
-III- STANDARD "Y" BRANCH OR
1=1 MACHINE TEE
�IIII PLACE AND TAMP BACKFILL
IN 6" LAYERS TO MINIMUM
DEPTH OF 12" ABOVE TOP
I—
II;IIIIII: III;IIIIIE OF PIPE
SECTION C -C
I A„ �iA LIIAI
SANITARY SEWER
CONCRETE 6" THICK x 1'-0" WIDE
NOTES:
1. ALL PIPES AND FITTING SHALL BE
4" I.D. MINIMUM
2 CLEANOUT DETAIL
C 102 J SCALE: 1 "=10'
PLAN
3 WYE CONNECTION DETAIL
C102 J SCALE: NONE
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
(r SLATE pF_'%
ARKANSAS
REGISTERED
PROFESSIONAL
ENGINEER
*.+
No. 9104
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