WQ0044099_Owens_Ridge_Subdivision_FTSSE_Final_Asbuilts_20240820

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DATE 2/6/23
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INCH LONG ON ENGINEERS a S U R V E Y O R S _ _ FINAL CONDITIONS OF THE CONSTRUCTION
THE ORIGINAL = ia$$�$aza... PROJECT BASED UPON FIELD OBSERVATION,
DRAWING. Know what's below. �� 19/20 PROJECT RECORDS, AND/OR INFORMATION
Call before you dig. �GIN��,°_�\ FURNISHED BY OTHERS, WHICH HAVE NOT
Dial 8-1-1 6415 OLD PLANK RD, HIGH POINT, NC 27265 T: [phone] F: [phone] WWW.DMP INC.COM LICENSE: F 0245 �''�,,�5 TM�M���\��BEEN VERIFIED BY THE ENGINEER.
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RECORD DRAWING
THIS IS TO CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE
RECORD DRAWINGS REPRESENT THE FINAL CONDITIONS OF THE CONSTRUCTION
PROJECT, BASED UPON FIELD OBSERVATION, PROJECT RECORDS, AND/OR INFORMATION
FURNISHED BY OTHERS, WHICH HAVE NOT BEEN VERIFIED BY THE ENGINEER.
ENGINEER: DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
gY RYAN S. THOMPSON DATE 08/15/24
CONTRACTOR: TODDCO
700
205+00
OWENS RIDGE WAY - PLAN & PROFILE
OWENS RIDGE SUBDIVISION - PHASE 1
380 SINK INN ROAD
LEXINGTON, NORTH CAROLINA
SOUTH ROCK PARTNERS, LLC
SHEET NO.
C4.1
OF 23

Docusign Envelope ID: 24DB78FB-5DBB-4AFB-9DE2-1E88C147C574
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4" DRAIN
114
4" PUMP DISCHARG
SECTIONAL PLAN
1 /2"=1'-0"
00
SECTION "A -A" FILL
1 /2" = 1'-0"
6' DIA. PRECAST
WET -WELL
PRECAST WET -WELL BASE
UTY.1011.,
SOME ITEMS NOT SHOWN IN ALL
VIEWS FOR CLARITY
ELEV. 668.62 8" INVERT IN 680.92
ELEV. 68E).60 HIGH WATER ALARM 680.00
ELEV. 670-00 LAG PUMP ON 678.75
ELEV. 67$-60 LEAD PUMP ON 678.17
ELEV. 6:76.-00 ALL PUMPS OFF 677.00
BOTTOM ELEV.675.O-
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FOR H-20 WHEEL
LOADS
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BYPASS PUMP CONNECTION DETAIL
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NOTES:
1. ALL PIPING INSIDE PUMP STATION AND VALVE VAULT, INCLUDING BETWEEN
STRUCTURES, SHALL BE FLANGED DUCTILE IRON PIPE.
2. WET -WELL BASE SHALL HAVE A MINIMUM 8" BASE PROJECTION. CONTRACTOR /
PRE -CAST SUPPLIER SHALL PROVIDE BOUYANCY CALCULATIONS FOR WET -WELL
(Factor of Safety >= 1.5).
3. ALL FASTENERS, HANGERS, SUPPORTS, CHAINS, CABLES, GUIDERAILS, BRACKETS,
ETC. LOCATED WITHIN THE WET -WELL OR VALVE VAULT EXPOSED TO
WASTEWATER SHALL BE STAINLESS STEEL, TYPE 316.
4. PLACEMENT OF ACCESS OPENINGS, PUMPS, RAILS, HOIST, ETC. SHALL BE
DETERMINED BY THE CONTRACTOR THROUGH COORDINATION WITH RESPECTIVE
SUPPLIERS.
5. HATCHES TO BE SUPPLIED WITH REMOVABLE SAFETY NETTING.
GENERAL PUMP SPECIFICA TIONS
FLOW:
TOTAL DYNAMIC HEAD (TDH):
STATIC HEAD:
HORSEPOWER:
PUMP TYPE:
PUMP MANUFACTURER:
PUMP MODEL:
200 GPM
21 FT
7 FT
5 HP (MAX.)
SUBMERSIBLE, NON -CLOG
** TBD **
** TBD **
PUMP STATION AS -BUILT
DESCRIPTION BY PROJECT 210245
DATE 2/6/23 THE SCALE BAR \\\�.�`O�'�N1C'4R0� RECORD DRAWING PUMP STATION PLAN & SECTION
SHOWN BELOW DAVIS • NURTIN • POWELL ®� Ssa/Q� �9'% THESE RECORD DRAWINGS REPRESENT THE
DESIGNED BAP MEASURES ONE 9 = O W E N S RIDGE SUBDIVISION - PHASE
ENGINEERS & SURVEY 0 R S _ �S - FINAL CONDITIONS OF THE CONSTRUCTION
DRAWN DMP INCH LONG ON -43 14E� 582A... = PROJECT BASED UPON FIELD OBSERVATION,
CHECKED THE ORIGINALP 380 SINK INN ROAD
DRAWING. Know what's below. ;�J- 8�(19/207 _; PROJECT RECORDS, AND/OR INFORMATION
SCALE AS NOTED Call before you dig. %,-y �-INE� c������� FURNISHED BY OTHERS, WHICH HAVE NOT LEXINGTON, NORTH CAROLINA
Dial 8-1-1 6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245 BEEN VERIFIED BY THE ENGINEER.
SURVEYED DMP SOUTH ROCK PARTNERS, LLC
/////111111111\\\\�\
SHEET NO.
C5.3
G)
OF 23