400 SERIES PLOTS - North Wells Plans (Bid Set).pdf
PDF 3 MB Posted
- Attached to
- Public Water System Upgrade Project
- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
This is a bid set of construction plans for the Public Water System Upgrade Project prepared by Steckbeck Engineering & Surveying Inc. for the Fredericksburg Sewer & Water Authority located in Bethel Township, Lebanon County, Pennsylvania. The 400 Series North Wells Plans document consists of 10 detailed sheets (drawings 401-410) dated August 21, 2026, and includes existing conditions and demolition plans, proposed improvements plans, equipment pedestal layouts, one-line electrical diagrams, piping plans for Wells 2, 5, and 6, distribution main piping configurations, and standard construction details. The project involves modifications to Well 6 including well casing extension, new well head installation, pump vault improvements, equipment pedestal reconfiguration, and electrical system upgrades. Additionally, the plans depict piping work for Wells 2 and 5, main distribution line modifications, and various water main installations with specifications for restrained pipe joints, thrust blocks, valve boxes, air release valves, and stream crossing details. The drawings specify pipe materials including PVC and ductile iron pipe in sizes ranging from 2 inches to 16 inches in diameter.
The construction plans incorporate utility coordination requirements under Pennsylvania Act 187 and Act 121, with documented one-call system notifications to facility owners including UGI Utilities, Verizon Pennsylvania, FirstEnergy Corp, and Comcast Cable. The plans identify existing infrastructure to be abandoned in place, demolished, or modified, with specific details for pavement restoration, trench construction standards, and concrete encasement requirements. Standard details address pipe bedding specifications, restrained pipe length schedules for both horizontal and vertical installations, thrust block anchorage dimensions for 150 PSI working pressure, utility crossing details, stream crossing installations for both open trench and bored methods, and blow-off hydrant specifications. The project is registered under Professional Engineer Paul Lutzkanin (PE074289) and includes coordination with Bethel Township and the Fredericksburg Sewer & Water Authority, with all work to be completed in accordance with the contract documents referenced in the sealed bid solicitation due October 5, 2026.
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Text version
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FREDERICKSBURG
SEWER & WATER AUTHORITY
BETHEL TOWNSHIP
LEBANON COUNTY, PENNSYLVANIA
FREDERICKSBURG WATER TREATMENT PLANT
400 SERIES - NORTH WELLS PLAN
LOCATION MAP
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SITE
S.R. 0022
SCHOOL
DRIVE
AIRPORT ROAD
W. MAIN STREET
GREBLE ROAD
S.R. 0343
FREDERICKSBURG
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AutoCAD SHX Text Steckbeck Engineering & Surveying Inc.
AutoCAD SHX Text 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
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PROJECT #: 004-22-005
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AS NOTED
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WELL 6 EXISTING CONDITIONS AND DEMOLITION PLAN
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DWG. NO.
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DRAWING INDEX
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TITLE
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WELL 6 PROPOSED IMPROVEMENTS PLAN
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WELLS 2 & 5 PIPING EXISTING CONDITIONS & DEMOLITION
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WELLS 2 & 5 PIPING PROPOSED PLAN
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MAIN DISTRIBUTION LINES EX. COND, DEMO & PROPOSED
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(4) PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC., SHALL BE DEEMED TO HAVE MET THE OBLIGATIONS OF CLAUSE (2) BY CALLING A ONE CALL SYSTEM AND SHOWING AS PROOF THE SERIAL NUMBER OF THE ONE CALL NOTICE ON THE DRAWING(S).
AutoCAD SHX Text AND STECKBECK ENGINEERING & SURVEYING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT STECKBECK ENGINEERING & SURVEYING, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT 187, DECEMBER 19, 1996.
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(3) PURSUANT TO SECTION 4, CLAUSE (4) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. MADE A REASONABLE EFFORT TO PREPARE THE CONSTRUCTION DRAWING(S) TO AVOID DAMAGE TO AND MINIMIZE INTERFERENCE WITH A FACILITY OWNERS FACILITIES IN THE CONSTRUCTION AREA BY MAINTAINING AN EIGHTEEN-INCH CLEARANCE OF THE FACILITY OWNERS FACILITIES WHERE POSSIBLE.
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(2) PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. SHOWN UPON THE DRAWING(S) THE POSITION AND TYPE OF EACH FACILITY OWNERS LINE, DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY SECTION 4, CLAUSE (2), AND THE NAME OF THE FACILITY OWNER, AND THE FACILITY OWNERS DESIGNATED OFFICE ADDRESS AND THE TELEPHONE NUMBER AS SHOWN ON THE LIST REFERRED TO IN SECTION 3.
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(1) PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, STECKBECK ENGINEERING & SURVEYING, INC. REQUESTED THE LINE AND FACILITY INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) FROM A ONE CALL SYSTEM NOT LESS THAN TEN NOR MORE THAN NINETY WORKING DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.
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AutoCAD SHX Text STECKBECK ENGINEERING & SURVEYING, INC., HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA GENERAL ASSEMBLY, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:
AutoCAD SHX Text FREDERICKSBURG SEWER/WATER AUTH. 2529 ROUTE 22, PO BOX 161 FREDERICKSBURG, PA 17026 717-865-7452 CONTACT:KEVIN B SNADER
AutoCAD SHX Text BETHEL TWP. 3015 SOUTH PINE GROVE ST. FREDERICKSBURG, PA 17026 CONTACT:MELISSA JOHNSON EMAIL:betheltwplebanon@comcast.net
AutoCAD SHX Text COMCAST CABLE-LEBANON C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD STE 200 CARMEL, IN 46032 CONTACT:USIC OFFICE PERSONEL
AutoCAD SHX Text UGI UTILITIES INCORPORATED 1301 AIP DR MIDDLETOWN, PA 170575987 CONTACT:JOANNE ARCHFIELD PHONE: (717) 255-1453 EMAIL: jarchfield@ugi.com
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 15 E MONTGOMERY AVE PITTSBURGH, PA 15212 CONTACT-OFFICE PERSONNEL
AutoCAD SHX Text VERIZON NORTH 2441 W GRANDVIEW BLVD ERIE, PA 16506 CONTACT:MICHAEL A GEARY EMAIL:michael.geary@verizon.com
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FIRST ENERGY CORP 76 S MAIN ST AKRON, OH 443081890 CONTACT:OFFICE PERSONNEL
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SERIAL NUMBER: ____________ DATE: _________ BY: _________
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SERIES
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SERIES INDEX
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CONTENTS
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BUILDING AND SITE IMPROVEMENTS
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PIPING PLANS
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PROCESS PLANS
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SOUTH WELLS PLANS
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TREATMENT BUILDING PLANS
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NORTH WELLS PLANS
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DETAILS
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DETAILS
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WELL 6 EQUIPMENT PEDESTAL EXISTING AND PROPOSED
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WELL 6 EXISTING AND PROPOSED ONE-LINE DIAGRAM
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REVISION
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DATE
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BY
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ELECTRICAL PLAN SET
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PLUMBING PLAN SET
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HVAC PLAN SET
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WELL 6 PUMP VAULT
EXISTING CONDITIONS PLAN
WELL 6 PUMP VAULT
DEMOLITION PLAN
CROSS SECTION VIEW
FLOOR PLAN VIEW
TOP VIEW CROSS SECTION VIEW TOP VIEW
FLOOR PLAN VIEW
ACCESS DOOR TO BE REMOVED
WELL HEAD TO BE REPLACED
INJECTOR QUILL TO BE REMOVED
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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PROFESSIONAL
ENGINEER
FIBERGLASS REINFORCED PLASTIC ENCLOSURE
COMPLETELY REMOVABLE FOR MAJOR SERVICE
REQUIREMENTS (PROVIDED BY OWNER)
INSTALL WELL CASING EXTENSION
TO 2' ABOVE GRADE, AND NEW WELL HEAD WITH
ACCESS FOR PUMP & LEVEL TRANSDUCER
WIRING
INSTALL 2-PIECE GRATE AROUND WELL CASING
OVER GAP IN FLOOR
INSTALL PITLESS ADAPTER TO MATCH
EXISTING PIPE ELEVATION
INSTALL WATER-TIGHT SANITARY CAP WITH
SCREENED AIR VENT
INSTALL JUNCTION BOX
WIRING TO WELL PUMP &
PRESSURE TRANSDUCER
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WELL 6 PUMP VAULT
PROPOSED IMPROVEMENTS PLAN
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FLOOR PLAN VIEW
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PROFESSIONAL
FINAL GRADE
PADSCMB
REC
FINAL GRADE
MTS
GEN
REC
MET ED
208 Y / 120 VAC
3 PHASE
GROUND TO WELL
VAULT PCP
WELL VAULT
MISC LOADS
SCADA
ANTENNA
SCADA
ANTENNA
FINAL GRADE
PA PCPMB MTS
GEN
REC
WELL VAULT
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MET ED
208 Y / 120 VAC
3 PHASE
TO WELL
6 PUMP
GROUND TO PRESSURE
TRANSDUCER
SCADA
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WELL 6 EQUIPMENT PEDESTAL
EXISTING CONDITIONS LAYOUT
WELL 6 EQUIPMENT PEDESTAL
PROPOSED LAYOUT
FRONT VIEW
REAR VIEW
PEDESTAL/CABINET NOTES (TYPICAL FOR ALL):
1. CONCRETE 4' RGC SUPPORTS AND CAP TOP
2. USE SS STRUT AND FASTENERS
3. USE RGC FOR EXPOSED CONDUITS AND PVC
FOR UNDERGROUND CONDUITS
4. USE EXISTING CONDUITS AS MUCH AS
POSSIBLE
TYPICAL UNDERGROUND YARD DUCT TRENCH
EQUIPMENT RACK POST DETAIL
TYPICAL WELL SITE LAYOUT
PEDESTAL (SEE DETAIL)
BOLLARDS, 3' OFFSET FROM CONCRETE
PAD. NO BOLLARDS DIRECTLY OVER-TOP
OF UTILITY LINES
WATER LINE FROM WELL HEAD
WELL VAULT
MET ED 208Y/120 VAC 3
PHASE
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MANUAL TRANSFER SWITCH
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MB
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ABBREVIATION
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ELECTRICAL COMPONENTS LEGEND
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METER BASE
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RECEPTACLE
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JUNCTION BOX
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DISCONNECT SWITCH
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PUMP CONTROL PANEL
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PCP BY GES AUTOMATION
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GENERATOR
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RESTORATION
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18" MIN
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STEEL CAP
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4,000 PSI CONCRETE
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AS REQ'D
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3'-0" MIN.
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TYP.
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TYP.
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3" THICK WALL GALVANIZED ELECTRICAL CONDUIT
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CONCRETE
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4" DIA. STEEL PIPE FILLED WITH CONCRETE AND PAINT TRAFFIC YELLOW
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EQUIPMENT/EDGE OF CONCRETE
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1. INSTALL IN FIELD AREA.INSTALL IN FIELD AREA.
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SLOPE 1/4" TO 1"
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DS PANEL BOARD
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WELL 6 EXISTING ONE-LINE DIAGRAM WELL 6 PROPOSED ONE-LINE DIAGRAM
WELL 6
PUMP VAULT
WELL 6
PUMP VAULT
LEGEND
SYMBOL MEANING
MB METER BASE
MTS MANUAL TRANSFER SWITCH
DS DISCONNECT SWITCH
PA PANELBOARD A
PCP PUMP CONTROL PANEL
JB JUNCTION BOX
VFD VARIABLE FREQUENCY DRIVE
GEN GENERATOR
REC RECEPTACLE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text
MOD
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
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AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
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REGISTERED
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PROFESSIONAL
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EXISTING CONDITONS / DEMOLITION PLAN PROPOSED PIPING
TO BE DEMOLISHED/REMOVED
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
EXISTING PUMP HOUSE
AutoCAD SHX Text
EXISTING PUMP ALLEY
AutoCAD SHX Text
EXISTING BOOSTER PUMP STATION
AutoCAD SHX Text
EXISTING 24' STANDPIPE(ABANDONED)
AutoCAD SHX Text
EXISTING PARKING LOT
AutoCAD SHX Text
RESERVOIR
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 45'-0"
AutoCAD SHX Text 7'-0""
AutoCAD SHX Text 13'-9"
AutoCAD SHX Text
EXISTING 12" D.I.P.
AutoCAD SHX Text
EXISTING 8" D.I.P. (LOCATION TO BE FIELD VERIFIED)
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
UNDERGROUND DRAIN PIPE (APPROXIMATE LOCATION)
AutoCAD SHX Text
DRAIN PIPE PIT
AutoCAD SHX Text
EXISTING VALVE VAULT
AutoCAD SHX Text
EXISTING 8" D.I.P. (PLUGGED)
AutoCAD SHX Text EXISTING 12"x8" TEE
AutoCAD SHX Text EXISTING 12"x12" TEE
AutoCAD SHX Text EXISTING 12"x8" REDUCER
AutoCAD SHX Text
8" VALVE
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
EXISTING 12" D.I.P.
AutoCAD SHX Text
TO EXISTING 1MG TOWER
AutoCAD SHX Text
PROPOSED DEMOLITION
AutoCAD SHX Text
PROPOSED DEMOLITION
AutoCAD SHX Text
EX. SYSTEMS TO BE ABANDONED IN PLACE FOR FUTURE USE
AutoCAD SHX Text
EX. SYSTEMS TO BE ABANDONED IN PLACE FOR FUTURE USE
AutoCAD SHX Text
CAP PIPE ON BOTH ENDS
AutoCAD SHX Text
CAP PIPE ON BOTH ENDS
AutoCAD SHX Text
CAP PIPE ON END
AutoCAD SHX Text
CAP PIPE ON END
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
EXISTING PUMP HOUSE
AutoCAD SHX Text
EXISTING PUMP ALLEY
AutoCAD SHX Text
EXISTING BOOSTER PUMP STATION
AutoCAD SHX Text
EXISTING 24' STANDPIPE(ABANDONED)
AutoCAD SHX Text
EXISTING PARKING LOT
AutoCAD SHX Text
RESERVOIR
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 45'-0"
AutoCAD SHX Text 7'-0""
AutoCAD SHX Text 13'-9"
AutoCAD SHX Text
EXISTING 12" D.I.P.
AutoCAD SHX Text
EXISTING 8" D.I.P. (LOCATION TO BE FIELD VERIFIED)
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
UNDERGROUND DRAIN PIPE (APPROXIMATE LOCATION)
AutoCAD SHX Text
DRAIN PIPE PIT
AutoCAD SHX Text
EXISTING VALVE VAULT
AutoCAD SHX Text
EXISTING 8" D.I.P. (PLUGGED)
AutoCAD SHX Text EXISTING 12"x8" TEE
AutoCAD SHX Text EXISTING 12"x12" TEE
AutoCAD SHX Text EXISTING 12"x8" REDUCER
AutoCAD SHX Text
8" VALVE
AutoCAD SHX Text
EXISTING 8" D.I.P.
AutoCAD SHX Text
TO EXISTING 1MG TOWER
AutoCAD SHX Text
REMAINS CLOSED
AutoCAD SHX Text
ADD BLIND FLANGES
AutoCAD SHX Text
ADD BLIND FLANGES
AutoCAD SHX Text
REMAINS CLOSED
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text
MOD
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 1"=70'
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
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AutoCAD SHX Text H
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AutoCAD SHX Text Y
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AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
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AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
ABANDON IN PLACE
EX. 4" DIP LINE TO REMAIN
CAP PIPE ON END IN RESERVOIR
CAP PIPE ON END
IN RESERVOIR
EX. 4" DIP PIPE TO BE
ABANDONED IN PLACE
EXCAVATE DOWN
TO CONNECTION
EXCAVATE DOWN
TO CONNECTIONS
DISCONNECT AND
PLUG FEED LINE
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SEE SHEET 408 FOR NEW PIPE
CONNECTIONS INTO OLD PIPES
TO BE ABANDONED IN PLACE
AREA TO BE EXCAVATED
AutoCAD SHX Text
EX. CONCRETE RESERVOIR
AutoCAD SHX Text
EX. STONED AREA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. DRIVEWAY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text
MOD
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
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AutoCAD SHX Text N
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AutoCAD SHX Text Y
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AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
EX. 4" DIP LINE TO REMAIN
CONNECT TO EX. LINE
CHECK VALVE
NEW LINE TO BE INSTALLED
CAPPED
CHECK VALVE
MATCH EXISTING
PIPE SIZE
MATCH EXISTING
PIPE SIZE
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EX. CONCRETE RESERVOIR
AutoCAD SHX Text
EX. STONED AREA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. DRIVEWAY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text
MOD
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text P
AutoCAD SHX Text E
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AutoCAD SHX Text N
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AutoCAD SHX Text Y
AutoCAD SHX Text L
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
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REGISTERED
AutoCAD SHX Text
PROFESSIONAL
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AGGREGATE BACKFILL
(2RC OR PADOT 2A MODIFIED
STONE AGGREGATE)
" M
IN
6" M
IN
TOWNSHIP ROAD RESTORATION DETAIL
NOT TO SCALE
TYPICAL PIPE TRENCH DETAIL
NOT TO SCALE
AASHTO No.8 PIPE
BEDDING & INITIAL
BACKFILL TYP
LAWN/CULTIVATED FIELD RESTORATION DETAIL
NOT TO SCALE
PIPE TRENCH
SEE TYPICAL
PIPE TRENCH DETAIL
PAVED
TOWNSHIP
ROAD ALL OTHER
4' -0
" M
IN
C O
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R
SEE FINAL RESTORATION
DETAILS
RESTRAINED PIPE LENGTH SCHEDULE (PVC PIPE)
HORIZONTAL THRUST BLOCK DETAILS
NOT TO SCALE
VERTICAL THRUST BLOCK DETAILS
NOT TO SCALE
NOT TO SCALE
1.5" SUPERPAVE WEARING COURSE,
9.5MM, PG-64-22, 0.3 TO < 3 MILLION ESALS
5" SUPERPAVE BASE COURSE,
19MM, PG-64-22, 0.3 TO < 3 MILLION ESALS
PIPE TRENCH
SEE TYPICAL
PIPE TRENCH DETAIL
12" 12"
COAT EDGE OF EXISTING PAVING W/ AE-T BITUMINOUS TACK COAT
BEFORE PAVING. SEAL JOINT BETWEEN NEW AND EXISTING PAVEMENT
W/ PG.64-22 ASPHALT CEMENT.
SAW CUT (TYP)
EXISTING
PAVEMENT
CUTBACKCUTBACK
TEMPORARY PAVEMENT RESTORATION DETAIL
NOT TO SCALE
2" TYPE 2-P BITUMINOUS
STOCKPILE PATCHING
PIPE TRENCH
SEE TYPICAL
PIPE TRENCH DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
HIGHWAY BORING DETAIL
NOT TO SCALE
VALVE & STUB DETAIL
NOT TO SCALE
TYPICAL BURIED GATE VALVE & VALVE BOX DETAIL
NOT TO SCALE
CONNECTION TO EXISTING VALVE & STUB DETAIL
NOT TO SCALE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text
MOD
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
AutoCAD SHX Text NOTE: EXCAVATED MATERIAL BACKFILL IS DEFINED AS ON-SITE EXCAVATED SOIL OR SOIL-ROCK MIXTURE FREE OF STONES, ORGANIC MATERIAL AND OTHER DEBRIS GREATER THAN 6" IN DIAMETER.
AutoCAD SHX Text
MANHOLE COVER
AutoCAD SHX Text
(VENTED)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
16" REQUIRED TO REMOVE
AutoCAD SHX Text
INTERNAL VALVE COMPONENTS
AutoCAD SHX Text
FOR MAINTENANCE
AutoCAD SHX Text
GRAVEL FLOOR
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
STAINLESS STEEL AIR RELEASE VALVE
AutoCAD SHX Text
5'-0" DIA. MIN. MANHOLE
AutoCAD SHX Text
2" STAINLESS STEEL FULL PORT BALL VALVE
AutoCAD SHX Text
2" STAINLESS STEEL NIPPLE (TYPICAL FOR 2)
AutoCAD SHX Text
FULL SIZE TEE FITTING WITH ADAPTOR FLANGE WITH 2" NIPPLE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
MASONRY SUPPORT (IF REQUIRED)
AutoCAD SHX Text
SCH 80 PVC AIR RELEASE EXTENSION PIPE
AutoCAD SHX Text NOTE: EXCAVATED MATERIAL BACKFILL IS DEFINED AS ON-SITE EXCAVATED SOIL OR SOIL-ROCK MIXTURE FREE OF STONES, ORGANIC MATERIAL AND OTHER DEBRIS GREATER THAN 6" IN DIAMETER.
AutoCAD SHX Text
BEDDING WIDTH
AutoCAD SHX Text O.D.
AutoCAD SHX Text 12"
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
PROVIDE METAL MARKING TAPE FOR NON-METALLIC MAINS AND LATERALS
AutoCAD SHX Text
EXCAVATED MATERIAL BACKFILL (WELL COMPACTED)
AutoCAD SHX Text
16" WATER MAIN
AutoCAD SHX Text
16" WATER MAIN
AutoCAD SHX Text O.D.
AutoCAD SHX Text
AASHTO NO. 8 PIPE BEDDING AND INITIAL BACKFILL
AutoCAD SHX Text
AASHTO NO. 8 PIPE BEDDING AND INITIAL BACKFILL
AutoCAD SHX Text 12"
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
BEDDING WIDTH
AutoCAD SHX Text
6"MIN/ 8" MAX
AutoCAD SHX Text
6"MIN/ 8" MAX
AutoCAD SHX Text 12"
AutoCAD SHX Text
PROPOSED WATER
AutoCAD SHX Text
6" TOPSOIL MIN
AutoCAD SHX Text
12" TOPSOIL MIN
AutoCAD SHX Text
CULTIVATED (AGRICULTURAL) FIELD
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
UTIILITY WARNING TAPE (FOR FORCE MAINS ONLY)
AutoCAD SHX Text 12"
AutoCAD SHX Text
EARTH BACKFILL
AutoCAD SHX Text
22 1/2° & 45° HORIZONTAL BENDS
AutoCAD SHX Text
90° HORIZONTAL BENDS
AutoCAD SHX Text
TEES & WYES
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
PIPE SIZES
AutoCAD SHX Text 10"
AutoCAD SHX Text 16"
AutoCAD SHX Text 16"
AutoCAD SHX Text 26"
AutoCAD SHX Text 14"
AutoCAD SHX Text 20"
AutoCAD SHX Text NOTES: 1. CARRY ALL BEARING SURFACES TO UNDISTURBED EARTH OR SOIL THAT MEETS ALL COMPACTION REQUIREMENTS. 2. ALL CONCRETE TO BE MIX NO. 2 3000 PSI. 3. BUTTRESS SIZED FOR 150 PSI. 4. DO NOT ENCASE JOINTS
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text D
AutoCAD SHX Text D/2
AutoCAD SHX Text
1/8" THICK SYNTHETIC GASKET MATERIAL BETWEEN STRAP AND PIPE
AutoCAD SHX Text NOTES: 1. GALVANIZED OR STAINLESS STEEL STRAPS SHALL BE 20 GAUGE AND 2" WIDE. 2. STRAPS SHALL BE EMBEDDED IN CONCRETE A DISTANCE OF D/2. 3. 1/8" SYNTHETIC GASKET MATERIAL SHALL BE PLACED BETWEEN STRAP AND PIPE. 4. PAINT EXPOSED GALVANIZED STRAPS W/2 COATS OF BITUMINOUS PAINT. 5. USE MIX NO. 2 CONCRETE, 3000 PSI. 6. CARRY ALL BEARING SURFACES TO UNDISTURBED EARTH OR SOIL THAT MEETS COMPACTION REQUIREMENTS. 7. CONCRETE ANCHORAGE DIMENSIONS ARE BASED ON TOTAL PRESSURE OF 150 P.S.I.
AutoCAD SHX Text
SIZE
AutoCAD SHX Text 1/16 ( 22 1/2°)
AutoCAD SHX Text 15"
AutoCAD SHX Text 15"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 12"
AutoCAD SHX Text 24"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
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BEND
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PROFILE
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SECTION A-A
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PIPE
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CONCRETE TO SPRINGLINE
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CONCRETE ANCHOR
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AutoCAD SHX Text A
AutoCAD SHX Text 1/8 (45°)
AutoCAD SHX Text 1 1/4" - 1 1/2"
AutoCAD SHX Text 2" - 2 1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text NOTE: FOR PIPE SIZES GREATER THAN 12", SUBMIT ENGINEERING CALCULATIONS TO VERIFY PROPOSED RESTRAINED PIPE LENGTHS.
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RESTRAINED PIPE LENGTH (FT.)
AutoCAD SHX Text NOTE: RESTRAINED PIPE LENGTH BASED ON 150 P.S.I. WORKING PRESSURE PLUS 50% WATER HAMMER ALLOWANCE
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* ADD 12% TO LENGTH IF PIPE IS POLYETHYLENE ENCASED
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* ADD 12% TO LENGTH IF PIPE IS POLYETHYLENE ENCASED
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VERTICAL RESTRAINED PIPE LENGTH SHEDULE (DUCTILE IRON PIPE)
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VERTICAL ELBOW DEFLECTION ANGLE
AutoCAD SHX Text 28'
AutoCAD SHX Text 69'
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1 1/2" - 4"
AutoCAD SHX Text 39'
AutoCAD SHX Text 62'
AutoCAD SHX Text 73'
AutoCAD SHX Text 52'
AutoCAD SHX Text 45%%D
AutoCAD SHX Text 28'
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AutoCAD SHX Text 35'
AutoCAD SHX Text 25'
AutoCAD SHX Text 22 1/2%%D
AutoCAD SHX Text 14'
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RESTRAINED PIPE LENGTH (FT.)
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PIPE DIAMETER
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1-1/2" - 4"
AutoCAD SHX Text 90%%D
AutoCAD SHX Text 27'
AutoCAD SHX Text 38'
AutoCAD SHX Text 59'
AutoCAD SHX Text 49'
AutoCAD SHX Text 24'
AutoCAD SHX Text 15'
AutoCAD SHX Text 20'
AutoCAD SHX Text 45%%d
AutoCAD SHX Text 11'
AutoCAD SHX Text 8'
AutoCAD SHX Text 14'
AutoCAD SHX Text 10'
AutoCAD SHX Text 17'
AutoCAD SHX Text 15'
AutoCAD SHX Text 13'
AutoCAD SHX Text 11 1/4%%D
AutoCAD SHX Text 7'
AutoCAD SHX Text 11 1/4%%D
AutoCAD SHX Text 10'
AutoCAD SHX Text 12'
AutoCAD SHX Text 11'
AutoCAD SHX Text 22 1/2%%D
AutoCAD SHX Text 6'
AutoCAD SHX Text 7'
AutoCAD SHX Text 5'
AutoCAD SHX Text 4'
AutoCAD SHX Text 3'
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BEND ANGLE
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PIPE DIAMETER
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HORIZONTAL RESTRAINED PIPE LENGTH SCHEDULE (DUCTILE IRON PIPE)
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HORIZONTAL ELBOW DEFLECTION ANGLE
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AIR RELEASE VALVE MH
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SHARED TRENCH DETAIL
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AutoCAD SHX Text 11"
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text 20"
AutoCAD SHX Text 5'-0"
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STREAM
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1' STREAM BED
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1' MIN COVER IF ROCK 3' MIN COVER IF OTHER
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STREAM WIDTH
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CONCRETE ENCASEMENT
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WATER MAIN
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100 YEAR FLOOD PLAIN
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BLOWOFF/SAMPLING HYDRANT
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GATE VALVE
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BLOWOFF/SAMPLING HYDRANT
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GATE VALVE
AutoCAD SHX Text NOTES: 1 ISOLATION GATE VALVES AND BLOWOFF/SAMPLING HYDRANTS SHALL BE LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 2 STREAMS LESS THAN 15' WIDE DO NOT REQUIRE ISOLATION VALVES AND BLOWOFF/SAMPLING HYDRANTS. 3 FOR STREAMS 15' WIDE AND GREATER PIPING SHALL BE OF SPECIAL CONSTRUCTION, HAVING FLEXIBLE RESTRAINED OR WELDED WATERTIGHT JOINTS.
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WATER MAIN STREAM CROSSING - OPEN TRENCH
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CARRIER PIPE
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STAINLESS STEEL STRAPS OR
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BITUMINOUS COATED CABLE W/
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TURNBUCKLE
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WOLMANIZED LUMBER
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BRICK &
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MORTAR
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CASING
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CRADLE (2 PER STICK OF PIPE MIN)
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FILL VOID BETWEEN CARRIER PIPE
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AND CASING W/CLEAN 1/4" STONE CHIPS
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EXISTING ROADWAY PAVING
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SUBGRADE
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4'-0' MIN
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BOTH ENDS
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NOTES
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VALVES TO BE OPERATED BY AUTHORITY PERSONNEL ONLY.
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PLAN VIEW
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INSTALL VALVE BOX. SEE NOTE 1 (SEE DETAIL THIS SHEET)
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NEW WATER MAIN
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CAP
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2' STUB FOR FUTURE CONNECTION
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ENCASE IN CONCRETE
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PAVED AREAS
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GRASS AREAS
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FINISH GRADE
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PAVING WHERE
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APPLICABLE
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MEGA-LUG RESTRAINED
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JOINT GLAND (TYP. EACH
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SIDE OF VALVE)
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SEE PLANS FOR
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PIPE SIZE AND
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MATERIAL
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GATE VALVE
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VALVE BOX
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NOTES
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VALVES TO BE OPERATED BY AUTHORITY PERSONNEL ONLY.
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DEMOLITION
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CLOSE EXISTING VALVE (SEE NOTE 1)
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EXISTING WATER MAIN
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REMOVE EXISTING CAP
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REMOVE CONCRETE ENCASEMENT
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CONNECTION
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OPEN EXISTING VALVE ONCE CONNCETION IS COMPLETE (SEE NOTE 1)
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EXISTING WATER MAIN
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CONNECT TO EXISTING STUB WITH MEGA-LUG RESTRAINED JOINT
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NEW WATER MAIN. SEE PLANS FOR PIPE SIZE AND MATERIAL
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PE074289
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REGISTERED
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PROFESSIONAL
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PAUL LUTZKANIN
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REGISTERED
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PROFESSIONAL
O
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LS
D
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AI
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FR
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BU
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2" BLOW-OFF HYDRANT DETAIL (TOP MOUNT)
NOT TO SCALE
WATER MAIN UTILITY CROSSING DETAIL
NOT TO SCALE UTILITY CROSSING VERTICAL OFFSET DETAIL
NOT TO SCALE
CONCRETE CRADLE AND CONCRETE BRIDGE DETAIL
NOT TO SCALE
NOT TO SCALE
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REVISION
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DATE
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BY
AutoCAD SHX Text Steckbeck Engineering & Surveying Inc. 279 North Zinns Mill Road / Suite A Lebanon, Pennsylvania 17042 Phone: (717) 272-7110 Fax: (717) 272-7348
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
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MOD
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FIELD CREW:
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BASE MAP:
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GJU
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DRAWN:
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DESIGN:
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PL
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PL
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CHECKED:
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DATE:
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NOT TO SCALE
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SCALE:
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PROJECT #
AutoCAD SHX Text 004-22-005
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text for
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CAP AND CHAIN
AutoCAD SHX Text 2" THREAD ADAPTER w/
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B44-777G OR EQUAL
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CURB STOP FORD MODEL
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VALVE W/AUTOMIC WEEP
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2" BRONZE BODY BALL
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OF CRUSHED STONE
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MIN. 1.0 CU. FT.
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BRICKS FOR SUPPORT
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OF VALVE BOX
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6" I.D. ROADWAY BOX
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2" TAPPING SADDLE
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VALVE STEM
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3/4" SCH. 20
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PVC SLEEVE
AutoCAD SHX Text W/ I.P.T.
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NEW WATER MAIN
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STREET ELBOW
AutoCAD SHX Text 2"-90%%d BRASS
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4'-0" MIN. COVER
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EXISTING GROUND
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CURB BOX
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UNDISTURBED EARTH
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2" BRASS OR CU PIPE
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FORD L84-77G
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OR EQUAL
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FIN. GRADE
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UTILITY
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18" MIN.
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1/2 PIPE LENGTH
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1/2 PIPE LENGTH
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4' MIN
AutoCAD SHX Text NOTE: 1 MAINTAIN 18" MIN VERTICAL SEPARARATION FOR THE PORTION OF THE WATER MAIN LOCATED WITHIN 10 FEET HORIZONTALLY OF ANY SEWER OR DRAIN IT CROSSES. 2 MEASURE 10 FEET AS A PERPENDICULAR DISTANCE FROM THE DRAIN OR SEWER LINE TO THE WATER LINE. 3 ONE FULL LENGTH OF PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE DRAIN OR SEWER LINE AS POSSIBLE.
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SEE
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NOTE 4
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SEE NOTE 1
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SEE NOTE 2
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4' MIN
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%%UNOTES:
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SEE NOTE 1
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DI PIPE (TYP.)
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
EX UTILITY
AutoCAD SHX Text INSTALL CONCRETE THRUST BLOCKS ON LOW SIDE OF BENDS IF BOTTOM OF TRENCH IS COMPOSED OF SOFT SOIL
AutoCAD SHX Text 45° BEND (TYP.)(RESTRAINED JOINT FITTING OR MECHANICAL JOINT FITTING W/ WEDGE ACTION RETAINER GLANDS)
AutoCAD SHX Text
AIR VALVE (TYP.) SEE NOTE 3
AutoCAD SHX Text 1 80 LF OF RESTRAINED JOINT PIPE (TYP. EACH SIDE) (120 LF IF POLYETHYLENE ENCASED OR PVC PIPE) UP TO AND INCLUDING 12" PIPE.
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2 ALL PIPE JOINTS BETWEEN BENDS MUST BE RESTRAINED.
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3 INSTALL AIR VALVE PER STANDARD DETAILS UNLESS DIRECTED OTHERWISE BY AUTHORITY.
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4 INSULATE WATER MAIN UNDER STORMWATER PIPES.
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NOTE: CONCRETE BRIDGE OR CRADLE TO BE
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USED WHEN CLEARENCES ARE LESS THAN 1'-0"
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6" MIN.
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TO MIN. OF 0'-6".
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EXISTING UTILITY
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OR DRAIN
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6" MIN.
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CONCRETE CRADLE
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NEW WATER MAIN
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CONCRETE BRIDGE
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OR DRAIN
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EXISTING
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UTILITY
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EXISTING UTILITY
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OR DRAIN
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%%USECTION 1
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UNDISTURBED SUBGRADE
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%%USECTION 2
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UNDISTURBED SUBGRADE
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UTILITY OR DRAIN
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TRENCH WIDTH
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NEW WATER MAIN
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CONCRETE BRIDGE
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O.D./2 EXISTING
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6" MIN.
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TRENCH WIDTH
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BEDDING MATERIAL
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CLASS "A"
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6" MIN.
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NEW WATER MAIN
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EXISTING UTILITY
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OR DRAIN
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AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
CONCRETE CRADLE
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
STREAM
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1' STREAM BED
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1' MIN COVER IF ROCK 3' MIN COVER IF OTHER
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
STREAM WIDTH
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STEEL ENCASEMENT
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WATER MAIN
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100 YEAR FLOOD PLAIN
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BLOWOFF/SAMPLING HYDRANT
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GATE VALVE
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BLOWOFF/SAMPLING HYDRANT
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GATE VALVE
AutoCAD SHX Text NOTES: 1 ISOLATION GATE VALVES AND BLOWOFF/SAMPLING HYDRANTS SHALL BE LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 2 STREAMS LESS THAN 15' WIDE DO NOT REQUIRE ISOLATION VALVES AND BLOWOFF/SAMPLING HYDRANTS. 3 FOR STREAMS 15' WIDE AND GREATER PIPING SHALL BE OF SPECIAL CONSTRUCTION, HAVING FLEXIBLE RESTRAINED OR WELDED WATERTIGHT JOINTS.
AutoCAD SHX Text
WATER MAIN STREAM CROSSING - BORED INSTALLATION
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AutoCAD SHX Text A
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AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
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REGISTERED
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PROFESSIONAL
AutoCAD SHX Text
PAUL LUTZKANIN
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AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
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AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text A
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REGISTERED
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PROFESSIONAL
| Sheets and Views |
| Series 400 - North Wells Plans-401 - COVER SHEET |
| Series 400 - North Wells Plans-402 - EX COND.DEMO PUMP VAULT |
| Series 400 - North Wells Plans-403 - PROP PUMP VAULT |
| Series 400 - North Wells Plans-404 - EQUIPMENT PEDESTAL EXISTING AND PROPOSED LAYOUT |
| Series 400 - North Wells Plans-405 - WELL 6 EXISTING AND PROPOSED ONE-LINE DIAGRAMS |
| Series 400 - North Wells Plans-406 - EX COND&PROP MAIN DIST LINES |
| Series 400 - North Wells Plans-407 - WELLS 2 & 5 EX COND AND DEMO |
| Series 400 - North Wells Plans-408 - WELLS 2 & 5 PROPOSED PIPING |
| Series 400 - North Wells Plans-409 - DETAILS |
| Series 400 - North Wells Plans-410 - DETAILS (2) |
File details come from the government source that posted it. Updated .