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EXISTING
/--PROPCISED
UND
PROFILE
GRADED
GROUND
PROFILE
SPECIAL BEDDING
SPECIAL
SPECIAL
REQUIRED FOR
BEDDING
BEDDING
SEWER PIPE
REQUIRED
REQUIRED
OVER 8' IN
DEPTH FOR SEWER
FOR SEWER
PIPE OVE
R PIPE 0 ER
8'INDEF
TH 8'INDPTH
MANHOLES OUT-2/HN-
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SEWER PIPE OVER
8'INDETH
245.
- 91)0
T BE CONSTRUCTED
WITH
PH.15/16
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GENERAL PROJECT NOTES:
1. STREET LIGHTING TO BE PROVIDED ACCORDING TO TOWN REQUIREMENTS.
2. ALL NEW UTILITY LINES MUST BE UNDERGROUND.
3. A PRE -CONSTRUCTION MEETING WITH THE TOWN OF FUQUAY-VARINA AND
WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED BEFORE
BEGINNING ANY CONSTRUCTION.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF FUQUAY-VARINA STANDARD
SPECIFICATIONS AND CONSTRUCTION DETAILS.
5. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2015,
AND IS IN NAD 83 COORDINATE SYSTEM.
6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATING SERVICE 48 HOURS PRIOR TO DIGGING. 1-800-632-4949.
7. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF FUQUAY-VARINA SHALL BE
MAINTAINED BY THE SUNSET BLUFFS HOMEOWNERS ASSOC.
8. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY MITCHELL
ENVIRONMENTAL, PA.
9. THERE IS NO REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA
FIRM #3720065800J, DATED MAY 2, 2006.
UTILITY NOTES:
1. WATERLINE TO BE PROVIDED WITH MIN. 30" COVER TO FINISHED SUBGRADE
(TYPICALLY 48" TO FINISHED GRADE UNLESS OTHERWISE NOTED).
2. WATERLINE TO BE LAID AT LEAST 10' FROM EXISTING/PROPOSED SEWERS.
3. WHERE WATERLINE AND SEWERLINE CROSS, A 18" CLEARANCE IS REQUIRED.
4. WHERE WATERLINE AND STORMLINE CROSS, A 18" CLEARANCE IS REQUIRED.
5. WHERE STORMLINE AND SEWERLINE CROSS, A 24" CLEARANCE IS REQUIRED UNLESS
OTHERWISE NOTED ON PROFILE SHEETS.
6. STORMLINES MUST HAVE 2' OF COVER TO FINISHED SUBGRADE IN ROADWAYS
AND 1' OF COVER TO FINISHED GRADE OUTSIDE ROADWAYS.
7. SEWERLINES TO BE PROVIDED WITH MINIMUM 4' COVER TO FINISHED SUBGRADE
IN ROADWAYS AND MINIMUM 4' COVER TO FINISHED GRADE OUTSIDE ROADWAYS.
8. MANHOLE TOPS SHALL BE V ABOVE FINISHED GRADE WHEN OUTSIDE THE
ROADWAY RIGHT OF WAY.
9. SEE ADDITIONAL C-900 SEWER INSTALLATION NOTES ON DETAIL SHEET D-1.4.
10. INVERTS FOR STORM BASINS ARE PROVIDED ON PROFILES FOR REVIEW
PURPOSES ONLY. REFERENCE STORM DRAINAGE SUMMARY CHART ON DETAIL
SHEET D-1.1 AND INFORM ENGINEER OF ANY DISCREPANCIES.
11. REFERENCE NOTES ON SHEET C-4.0 FOR UNDER GROUND PIPE LOCATION
SYSTEMS AND WATER/SEWER SERVICE LOCATIONS.
!!I
50' 25' 0 50' 100'
SCALE: 1 " = 50'
[3 (X. -
CONSULTING
2805 Tobermory Lane
Raleigh, NC 27606
Phone No. [phone]
License No. C-2149
�taa.ulu����A
SEAL
027445A.
.
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REVISIONS
NOI DATE I DESCRIPTION
PROJECT INFORMATION
PROJECT MANAGER:
RJB
DRAWN BY:
AJF
APPROVED BY:
RJB
DRAWING NAME:
SSBS1 1 +CD -2019
PROJECT NAME
SUNSET BLUFFS
SUBDIVISION
PHASE 17
FUQUAY VARINA
WAKE COUNTY
NORTH CAROLINA
OWNER/DEVELOPER
SSBNC, LLC
110 SUNSET BLUFFS DR.
FUQUAY-VARINA
NORTH CAROLINA 27526
DB. 117841 PG. 2769
PIN : 0658934778
SHEET NAME
PLAN & PROFILE
ADJACENT SEWER
OUTFALL IN SUBDIVISION
DRAWING SCALE
HORIZ: 1 "=50', VERTICAL: 1 "=5'
PLAN SET
CONSTRUCTION DRAWINGS
DATE
1-11-2019
SHEET NUMBER
pp -1
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