B3_-_Mill_Hill_Road_Supplemental_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- 25-019
- Issued by
- Charles County, Maryland
About this file
These technical engineering drawings are prepared by George, Miles & Buhr, LLC for Charles County Government's Department of Planning and Growth Management, specifically detailing water main casings, fire hydrant relocations, and water main profiles for the Mill Hill Road Improvements project. The documents (SK-1, SK-2, SK-3) show comprehensive plan and profile views for water infrastructure work, including water main routes, casings, service lines, and fire hydrant placements along Mill Hill Road. The drawings provide precise engineering specifications including elevation profiles, proposed and existing grade lines, and detailed construction notes for water main installation between stations 0+00 to 12+50.3.
The technical drawings include specific engineering details such as water main stake-out data, water main data tables, and Charles County standard construction details. The plan covers multiple water infrastructure components including 12-inch and 8-inch diameter ductile iron pipe (DIP) installations, fire hydrant relocations, water service casings, and associated infrastructure elements. The drawings are marked as 100% design stage and issued for review, indicating they are final technical specifications pending final approval for the Mill Hill Road water infrastructure improvement project in Charles County, Maryland's 6th Election District.
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Charles County Government Department of Planning and Growth Management
Development Services Department
Charles County Approvals Remarks or Conditions:
Roads Construction As-Builts
Storm Drainage Construction As-Builts
Storm Water Management Construction As-Builts
Water Construction As-Builts
Sewer Construction As-Builts
Other Construction As-Builts This Permit Expires On:
Date Date c COPYRIGHT 2022 GEORGE, MILES & BUHR, LLC
PGM # VCI 05-0085
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WATER MAIN
CASINGS
PLAN
SK-1
WATER MAIN CASINGS PLAN
AutoCAD SHX Text OGBEIDE O. & GLORIA O. ONIHA LIBER 6666 FOLIO 633 PLAT BOOK 50 PAGE 42 MAP 7 GRID 20 PARCEL 414 PARCEL "A-2"
AutoCAD SHX Text AVALON WEST HOMEOWNERS ASSOCIATION, INC. LIBER 6726 FOLIO 82 MAP 7 GRID 20 PARCEL 94 PLAT BOOK 56 PAGE 340 PART OF OPEN SPACE PARCEL "M"
AutoCAD SHX Text LARRY A. & MARY B. PROCTOR LIBER 1382 FOLIO 403 MAP 7 GRID 20 PARCEL 164 PLAT BOOK 19 PAGE 21
AutoCAD SHX Text REGINALDO A. MONROY AND JOSE TOBAR LIBER 11552 FOLIO 411 MAP 7 GRID 20 PARCEL 216 SECTION 2 LOT 14 "PLAT TWO SECTION TWO SOUTHERLAND" PLAT BOOK 10 PAGE 102
AutoCAD SHX Text MODUPE IGBAFEN LIBER 11184 FOLIO 413 MAP 7 GRID 14 PARCEL 216 SECTION 2 LOT 15 "PLAT TWO SECTION TWO SOUTHERLAND" PLAT BOOK 10 PAGE 102
AutoCAD SHX Text LARRY A. & MARY D. WILKERSON LIBER 258 FOLIO 378 MAP 7 GRID 14 PARCEL 216 SECTION 2 LOT 13 "PLAT TWO SECTION TWO SOUTHERLAND" PLAT BOOK 10 PAGE 102
AutoCAD SHX Text RANDY J. & ELIZABETH A. DICK LIBER 9738 FOLIO 1 MAP 7 GRID 20 PARCEL 216 SECTION 2 LOT 12 "PLAT TWO SECTION TWO SOUTHERLAND" PLAT BOOK 10 PAGE 102
AutoCAD SHX Text KENNETH D. & TOREY M. MILES LIBER 9389 FOLIO 406 MAP 7 GRID 20 PARCEL 216 SECTION 2 LOT 11 "PLAT TWO SECTION TWO SOUTHERLAND" PLAT BOOK 10 PAGE 102
AutoCAD SHX Text RESIDUE PARCEL G-G K.B. HOME MARYLAND, LLC LIBER 5584 FOLIO 15 MAP 7 GRID 21 PARCEL 442 PLAT BOOK 59 PAGE 46
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18CMP
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18CMP
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24" SRMP
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24" SRMP
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15" SRMP
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30" SRMP
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24CMP
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12CMP
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12CMP
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12CMP
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EX.12"W
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EX.8"W
AutoCAD SHX Text EUGENIA PERSON LIBER 11280 FOLIO 136 MAP 7 GRID 20 PARCEL 94 LOT 1 PLAT BOOK 56 PAGE 340
AutoCAD SHX Text CHARLIE T. & JOYE P. ALSTON LIBER 7620 FOLIO 114 MAP 7 GRID 20 PARCEL 94 LOT 2 PLAT BOOK 56 PAGE 340
AutoCAD SHX Text JAVIER E. & SHANTE L. CASTRO LIBER 6736 FOLIO 664 MAP 7 GRID 20 PARCEL 94 LOT 3 PLAT BOOK 56 PAGE 340
AutoCAD SHX Text ARNEL & IMELDA CASTELO LIBER 8673 FOLIO 433 MAP 7 GRID 20 PARCEL 94 LOT 102 PLAT BOOK 56 PAGE 340
AutoCAD SHX Text AVALON WEST HOMEOWNERS ASSOCIATION, INC. LIBER 6726 FOLIO 82 MAP 7 GRID 20 PARCEL 94 PLAT BOOK 56 PAGE 341 PART OF OPEN SPACE PARCEL "J"
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AutoCAD SHX Text AVALON WEST HOMEOWNERS ASSOCIATION, INC. LIBER 6726 FOLIO 82 MAP 7 GRID 20 PARCEL 94 PLAT BOOK 56 PAGE 340 PART OF OPEN SPACE PARCEL "M"
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AutoCAD SHX Text PAUL MILES LIBER 10356 FOLIO 122 MAP 7 GRID 20 PARCEL 384 PARCEL 'A-1' PLAT BOOK 50 PAGE 42
AutoCAD SHX Text LEROY D. TICE & LINDA A. CIAMPO LIBER 8803 FOLIO 319 PLAT BOOK 42 PAGE 184 "PARCEL 'A' TICE ACRES" MAP 7 GRID 14 PARCEL 17
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WM
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SUPER STREET
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AVE.
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DEVONFIELD
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MILL HILL ROAD
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EX. 12"W (PGM #VR-07-0067)
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EX. 8"W (PGM #VR-04-01-0124)
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FURNISH AND INSTALL 60 L.F. 24" DIA. STEEL CASING PIPE
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FURNISH AND INSTALL 40 L.F. 24" DIA. STEEL CASING PIPE
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PROPOSED ALIGNMENT OF FUTURE WATER MAIN (NOT IN CONTRACT)
AutoCAD SHX Text REFER TO FIRE HYDRANT RELOCATION PLAN ON SHEET SK-2 FOR WATER MAIN WORK UNDER THIS CONTRACT.
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FURNISH AND INSTALL 50 L.F. 4" DIA. HDPE CASING PIPE
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FURNISH AND INSTALL 55 L.F. 4" DIA. HDPE CASING PIPE
AutoCAD SHX Text .007 INCHES (.18mm)
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PEN2-YELLOW
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PEN1-RED
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PLOT CODE
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PEN5-BLUE
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PEN4-CYAN
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DATE
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SCALE
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DESIGN BY
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GMB FILE
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SHEET NO.
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OF
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CONSTRUCTION REVISION
AutoCAD SHX Text www.gmbnet.com
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SALISBURY BALTIMORE SEAFORD
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GEORGE, MILES & BUHR, LLC
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ARCHITECTS & ENGINEERS
AutoCAD SHX Text 160127-012
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APRIL 2022
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WMG
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REVISION DATE
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REVISION NUMBER
AutoCAD SHX Text H:\Projects\2016\160127-012 – Mill Hill Water Main\Drawings\Working Sets\130028 Casing Pipes Addition\SK-1 Casing Plan and Profile.dwg, 4/5/2022 3:27 PM, John W. King
AutoCAD SHX Text PROFESSIONAL CERTIFICATION: : "I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 30875, EXPIRATION DATE: NOVEMBER 29, 2022."
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AS SHOWN
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SCALE: 1" = 50'
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NAD 83
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(NOT IN CONTRACT)
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(NOT IN CONTRACT)
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24" DIA. CASING PIPE
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3. COAT EXTERIOR OF STEEL CASING PIPE, INCLUDING FIELD CONNECTIONS, IN ACCORDANCE WITH COUNTY SPECIFICATION 02910.02.C,3,c.
AutoCAD SHX Text VARIANCE FOR USING 24" DIAMETER CASING PIPE HAS BEEN GRANTED BY DEPARTMENT OF PLANNING AND GROWTH MANAGEMENT, CODES, PERMITS AND INSPECTION SERVICES (CPIS) DIVISION.
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WHC CASINGS ADDED
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HertlingB Line
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STA. 0+12.7 FIRE HYDRANT LEAD PROFILE
Department of Planning and Growth Management
Development Services Department
Charles County Approvals Remarks or Conditions:
Roads Construction As-Builts
Storm Drainage Construction As-Builts
Storm Water Management Construction As-Builts
Water Construction As-Builts
Sewer Construction As-Builts
Other Construction As-Builts This Permit Expires On:
Date Date c COPYRIGHT 2022 GEORGE, MILES & BUHR, LLC
PGM # VCI 05-0085
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100% DESIGN STAGE
PRINTS ISSUED FOR:
*REVIEW
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FIRE
HYDRANT
RELOCATION
PLAN
SK-2
FIRE HYDRANT RELOCATION PLAN
WATER MAIN GENERAL CONSTRUCTION NOTES
WATER MAIN DATA TABLE
CHARLES COUNTY DETAILS
MILL HILL ROAD WATER MAIN STAKE - OUT DATA
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SUPER STREET
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EX. 12"W (PGM #VR-07-0067)
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FURNISH AND INSTALL 60 L.F. 24" DIA. STEEL CASING PIPE
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EX. 12"W
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EX. 8"W
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EX. 12"W
AutoCAD SHX Text REMOVE EX. 12"x6" TEE AND CONNECT USING A MECHANICAL JOINT OR COUPLING.
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6" DIA. D.I.P. CLASS 50 FIRE HYDRANT LEAD
AutoCAD SHX Text STA. 0+12.7 12"x6" TEE, 6"V
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STA. 0+18.0 12"V
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STA. 0+19.0 12" CAP
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MILL HILL ROAD
AutoCAD SHX Text N 351,210
AutoCAD SHX Text E 1,317,630
AutoCAD SHX Text N 351,160
AutoCAD SHX Text E 1,317,630
AutoCAD SHX Text N 351,210
AutoCAD SHX Text E 1,317,670
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EXISTING CURB AND GUTTER
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PROPOSED CURB, GUTTER AND SIDEWALK
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STA. 0+03.0 6" GATE VALVE
AutoCAD SHX Text STA. 0+06.0 FIRE HYDRANT EE = 214.89 EX. GRADE AT HYDRANT = 220.6 DESIGN GRADE AT HYDRANT = 220.3 BURY DEPTH = 5.41'
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INV. = 214.89
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6" DIA. CLASS 50 D.I.P. LEAD
AutoCAD SHX Text 0+06.0 214.89
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EXISTING GRADE
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PROPOSED GRADE
AutoCAD SHX Text STA. 0+00 12"x6" TEE WITH THRUST BLOCK WITH THRUST BLOCK 214.64
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PEN3-GREEN
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PLOT CODE
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PEN5-BLUE
AutoCAD SHX Text .020 INCHES (.50mm)
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PEN4-CYAN
AutoCAD SHX Text .027 INCHES (.70mm)
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PEN6-MAGENTA
AutoCAD SHX Text .039 INCHES (1.00mm)
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PEN7-WHITE
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DATE
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SCALE
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DESIGN BY
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SHEET NO.
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OF
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CONSTRUCTION REVISION
AutoCAD SHX Text www.gmbnet.com
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SALISBURY BALTIMORE SEAFORD
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GEORGE, MILES & BUHR, LLC
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ARCHITECTS & ENGINEERS
AutoCAD SHX Text 160127-012
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APRIL 2022
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WMG
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REVISION DATE
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REVISION NUMBER
AutoCAD SHX Text H:\Projects\2016\160127-012 – Mill Hill Water Main\Drawings\Working Sets\130028 Casing Pipes Addition\SK-2 Fire Hydrant Plan.dwg, 4/5/2022 3:27 PM, John W. King
AutoCAD SHX Text PROFESSIONAL CERTIFICATION: : "I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 30875, EXPIRATION DATE: NOVEMBER 29, 2022."
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AS SHOWN
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NAD 83
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1. THE SCOPE OF WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION OF 20 LINEAR FEET OF 12" DIA. AND ASSOCIATED THE SCOPE OF WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION OF 20 LINEAR FEET OF 12" DIA. AND ASSOCIATED APPURTENANCES AS REOUIRED BY THE CHARLES COUNTY WATER AND SEWER ORDINANCE, CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION, AND THE CHARLES COUNTY STANDARD DETAIL MANUAL. 2. ALL WATER PROFILE ELEVATIONS ARE INVERT ELEVATIONS. ALL WATER PROFILE ELEVATIONS ARE INVERT ELEVATIONS. 3. ALL WATER CONSTRUCTION TO BE IN ACCORDANCE WITH CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL, ALL WATER CONSTRUCTION TO BE IN ACCORDANCE WITH CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL, NOVEMBER 2015, AND THE WATER AND SEWER DETAIL MANUAL. 4. ALL HYDRANT VALVES MUST BE RESTRAINED IN ACCORDANCE WITH CHARLES COUNTY GOVERNMENT DEPARTMENT OF PLANNING AND ALL HYDRANT VALVES MUST BE RESTRAINED IN ACCORDANCE WITH CHARLES COUNTY GOVERNMENT DEPARTMENT OF PLANNING AND GROWTH MANAGEMENT, WATER AND SEWER DETAIL MANUAL JULY 1995. DETAIL B-2.00, B-2.01, B-2.02, B-2.03, OR B-2.05. 5. PROVIDE THRUST BLOCKS FOR HORIZONTAL BENDS, TEES & TAPPING ASSEMBLIES, PLUGS & CAPS, PER DETAIL B-1.00, B-1.01, B-1.02, PROVIDE THRUST BLOCKS FOR HORIZONTAL BENDS, TEES & TAPPING ASSEMBLIES, PLUGS & CAPS, PER DETAIL B-1.00, B-1.01, B-1.02, AND B-1.03 EXCEPT WHERE RESTRAINED JOINTS ARE SPECIFIED. 6. ALL HYDRANTS NOT MEETING SUBSTANTIAL COMPLETION ACCEPTANCE SHALL HAVE AN "OUT-OF-SERVICE" DISK PLACED ON ONE OR MORE ALL HYDRANTS NOT MEETING SUBSTANTIAL COMPLETION ACCEPTANCE SHALL HAVE AN "OUT-OF-SERVICE" DISK PLACED ON ONE OR MORE OF THE NOZZLES MOST VISIBLE TO TRAFFIC, PER SECTION 8.1(D)(8)(c)(i) OF THE ORDINANCE. 7. MAINTAIN A MINIMUM OF 42-INCH COVER FOR ALL WATER MAIN CONSTRUCTION. MAINTAIN A MINIMUM OF 42-INCH COVER FOR ALL WATER MAIN CONSTRUCTION. 8. RESTRAINED JOINT PIPE TO BE USED FOR TERMINAL VALVES, AND WHERE NOTED ON THE PLANS. RESTRAINED JOINT PIPE TO BE USED FOR TERMINAL VALVES, AND WHERE NOTED ON THE PLANS. 9. THE ENTIRE WATER MAIN SHALL BE WRAPPED WITH V-BIO POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI/AWWA C105/A21.5 THE ENTIRE WATER MAIN SHALL BE WRAPPED WITH V-BIO POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI/AWWA C105/A21.5 STANDARDS. 10. ALL JOINTS WITHIN SLEEVES MUST BE RESTRAINED PER ORDINANCE 8.1G(3). ALL JOINTS WITHIN SLEEVES MUST BE RESTRAINED PER ORDINANCE 8.1G(3). 11. ALL NUTS, BOLTS, AND WASHERS, INCLUDING T-BOLTS SHALL BE 316 STAINLESS STEEL. ALL NUTS, BOLTS, AND WASHERS, INCLUDING T-BOLTS SHALL BE 316 STAINLESS STEEL. 12. RESTRAIN ALL PIPE JOINTS AT FITTINGS PER DETAIL B-2.05 (MEGALUG RESTRAINTS). RESTRAIN ALL PIPE JOINTS AT FITTINGS PER DETAIL B-2.05 (MEGALUG RESTRAINTS). 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CHARLES COUNTY PLANNING OF GROWTH MANAGEMENT/CODES, PERMITS, & THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CHARLES COUNTY PLANNING OF GROWTH MANAGEMENT/CODES, PERMITS, & INSPECTIONS DIVISION 48 HOURS PRIOR TO THE START OF THE FIRE HYDRANT RELOCATION AT 301-645-0700. 14. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ASSIGNED PROJECT INSPECTOR AT 301-645-0700 AND THE D.P.W. LINE THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ASSIGNED PROJECT INSPECTOR AT 301-645-0700 AND THE D.P.W. LINE MAINTENANCE SUPERINTENDENT, STEVE STROBEL AT 301-609-5620 48 HOURS PRIOR TO WATER SHUT OFF FROM ADJACENT GATE VALVES. 15. HYDRANT MAKE AND MODEL SHALL BE IN ACCORDANCE WITH CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION HYDRANT MAKE AND MODEL SHALL BE IN ACCORDANCE WITH CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL SECTION 02554.02 B. GATE VALVES SHALL BE U.S. PIPE METROSEAL 250 OR COUNTY-APPROVED EQUAL PER CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL SECTION 02552. 16. ALL BURIED NUTS, BOLTS, WASHERS, AND ALL-THREAD SHOULD BE STAINLESS STEEL. ALL BURIED NUTS, BOLTS, WASHERS, AND ALL-THREAD SHOULD BE STAINLESS STEEL. 17. CHLORINATION AND FIELD TESTING PROCEDURES AND REQUIREMENTS CAN BE FOUND IN CHARLES COUNTY STANDARDS AND CHLORINATION AND FIELD TESTING PROCEDURES AND REQUIREMENTS CAN BE FOUND IN CHARLES COUNTY STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION MANUAL SECTION 02551.01 C 2.
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STREET NAME
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SIZE
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TYPE
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CLASS
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LENGTH OF PIPE
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NO. OF FIRE HYDRANTS TO BE INSTALLED
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NO. OF FIRE HYDRANTS TO BE REPLACED OR RELOCATED
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NO. OF WATER METERS TO BE INSTALLED
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NO. OF WATER METERS TO BE REPLACED
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MILL HILL ROAD
AutoCAD SHX Text 12"
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NUMBER / STANDARD DETAIL NAME
AutoCAD SHX Text W-1.00
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METHOD OF TESTING WATER MAINS
AutoCAD SHX Text B-1.05
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ANCHORAGES FOR 11-1/4 DEGREE, 22-1/2 DEGREE, AND 45 DEGREE UPPER VERTICAL BENDS
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DETAIL OF GATE VALVE AND BOX
AutoCAD SHX Text B-1.06
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BUTTRESSES FOR 11-1/4 DEGREE, 22-1/2 DEGREE, AND 45 DEGREE LOWER VERTICAL BENDS
AutoCAD SHX Text W-3.02
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EXTENSION STEMS AND VALVE BOXES FOR DEEP VALVE SETTINGS
AutoCAD SHX Text B-2.00
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METHOD OF STRAPPING VALVE TO MAIN
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FIRE HYDRANT
AutoCAD SHX Text B-2.01
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METHOD OF STRAPPING FIRE HYDRANT TO MAIN
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GUARD DETAIL FOR FIRE HYDRANTS AND BLOWOFFS
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ALTERNATE METHOD OF STRAPPING VALVE TO FIRE HYDRANT WITH TIE BOLTS
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REPAIRING PAVEMENT OPENINGS FOR UTILITY TRENCHES IN FLEXIBLE PAVING
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ALTERNATE METHOD OF STRAPPING VALVE TO MAIN WITH TIE BOLTS
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THRUST BLOCKS FOR HORIZONTAL BENDS
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MEGALUG MECHANICAL JOINT RESTRAINING DETAIL
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THRUST BLOCKS FOR TEES & TAPPING ASSEMBLIES
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PIPE LOAD CHART (DUCTILE IRON)
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THRUST BLOCKS FOR PLUGS AND BLOCKS
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TRENCH WIDTHS FOR DUCTILE IRON WATER MAIN
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THRUST BLOCKS FOR PLUGS AND BLOCKS
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MARKER STAKES FOR MANHOLES, VALVES, BOXES AND VENTS
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NOTE: ALL INSTALLED PIPE, FITTINGS, AND FIRE HYDRANT ASSEMBLY SHALL BE NEW.NEW..
AutoCAD SHX Text N 351,189.217 E 1,317,651.672 STA. -0+01.00 CONNECTION POINT AT REMOVED 12"x6" TEE STA. -0+01.00 CONNECTION POINT AT REMOVED 12"x6" TEE N 351,186.606 E 1,317,652.944 STA. 0+01.90 11 HB STA. 0+01.90 11 HB 14° HBN 351,170.071 E 1,317,657.287 STA. 0+19.00 CAPSTA. 0+19.00 CAP
AutoCAD SHX Text THE CONTRACTOR SHALL ADHERE TO THE INVERT ELEVATIONS SHOWN ON THE PROFILE AND WILL BE REQUIRED TO CORRECT ANY CONSTRUCTION NOT IN CONFORMANCE WITH THE APPROVED PROFILE.
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SCALE: 1" = 5'
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Department of Planning and Growth Management
Development Services Department
Charles County Approvals Remarks or Conditions:
Roads Construction As-Builts
Storm Drainage Construction As-Builts
Storm Water Management Construction As-Builts
Water Construction As-Builts
Sewer Construction As-Builts
Other Construction As-Builts This Permit Expires On:
Date Date c COPYRIGHT 2022 GEORGE, MILES & BUHR, LLC
PGM # VCI 05-0085
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PRINTS ISSUED FOR:
*REVIEW
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WATER MAIN
CASINGS
PROFILES
SK-3
WATER MAIN CASING PROFILE - STA. 12+50.3WATER MAIN AND WATER MAIN CASING PROFILE
- STA. 0+42.3
WATER SERVICE CASING PROFILE
WATER MAIN STA. 8+02.5
WATER SERVICE CASING PROFILE
WATER MAIN STA. 9+96.0
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STA. 0+42.3
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STA. 1+02.3
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EXISTING GRADE
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PROPOSED GRADE
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CASING INVERT = 214.14±
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STA. 0+18.0 12" GATE VALVE
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STA. 0+01.9 11 HORIZ. BEND 14° HORIZ. BENDWITH THRUST BLOCK
AutoCAD SHX Text STA. 0+10.0 12"x6" TEE WITH WITH THRUST BLOCK 214.64
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STA. 0+19.0 12" CAP WITH THRUST BLOCK
AutoCAD SHX Text EXISTING 12" DIA. WATER MAIN (PGM #VR-07-0067) CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION.
AutoCAD SHX Text REMOVE EXISTING 12"x6" TEE AND CONNECT USING A MECHANICAL JOINT OR COUPLING.
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EXISTING WATER VALVE
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STA. 12+50.3
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STA. 12+90.3
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PROPOSED GRADE
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EXISTING GRADE
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CASING INVERT = 209.30±
AutoCAD SHX Text PROTECT EXISTING 24" DIA. CMP AGAINST DAMAGE. CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION AT CROSSING.
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EXISTING GRADE
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CASING INVERT = 214.10
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STA. 0+33.9
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STA. 0+83.9
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PROPOSED GRADE
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STA. 0+00 = FUTURE STA. 8+02.5 WATER MAIN
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CASING INVERT = 214.90
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STA. 0+00 = FUTURE STA. 9+96.0 WATER MAIN
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EXISTING GRADE
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STA. 0+33.6
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STA. 0+88.6
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PROPOSED GRADE
AutoCAD SHX Text .007 INCHES (.18mm)
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PEN2-YELLOW
AutoCAD SHX Text .006 INCHES (.15mm)
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PEN1-RED
AutoCAD SHX Text .010 INCHES (.25mm)
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PEN3-GREEN
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PLOT CODE
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PEN5-BLUE
AutoCAD SHX Text .020 INCHES (.50mm)
AutoCAD SHX Text .014 INCHES (.35mm)
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PEN4-CYAN
AutoCAD SHX Text .027 INCHES (.70mm)
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PEN6-MAGENTA
AutoCAD SHX Text .039 INCHES (1.00mm)
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PEN7-WHITE
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DATE
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SCALE
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DESIGN BY
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DRAWN BY
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CHECKED BY
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GMB FILE
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SHEET NO.
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OF
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CONSTRUCTION REVISION
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SALISBURY BALTIMORE SEAFORD
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GEORGE, MILES & BUHR, LLC
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ARCHITECTS & ENGINEERS
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APRIL 2022
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WMG
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REVISION DATE
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REVISION NUMBER
AutoCAD SHX Text H:\Projects\2016\160127-012 – Mill Hill Water Main\Drawings\Working Sets\130028 Casing Pipes Addition\SK-3 Casing Profiles.dwg, 4/5/2022 3:27 PM, John W. King
AutoCAD SHX Text PROFESSIONAL CERTIFICATION: : "I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 30875, EXPIRATION DATE: NOVEMBER 29, 2022."
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AS SHOWN
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WMG,JWK
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JWK
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HORIZONTAL SCALE: 1" = 50'
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VERTICAL SCALE: 1" = 5'
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HORIZONTAL SCALE: 1" = 50'
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VERTICAL SCALE: 1" = 5'
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AutoCAD SHX Text THE CONTRACTOR SHALL ADHERE TO THE INVERT ELEVATIONS SHOWN ON THE PROFILE AND WILL BE REQUIRED TO CORRECT ANY CONSTRUCTION NOT IN CONFORMANCE WITH THE APPROVED PROFILE.
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HORIZONTAL SCALE: 1" = 50'
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VERTICAL SCALE: 1" = 5'
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HORIZONTAL SCALE: 1" = 50'
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VERTICAL SCALE: 1" = 5'
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AutoCAD SHX Text 4/05/22
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SHEET ADDED, WHC CASING PROFILES ADDED
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File details come from the government source that posted it. Updated .