500 SERIES PLOTS - South Wells Plan (Addendum 1).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 Addendum 1 document is a set of technical construction plans for the South Wells Plan component of a 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 project encompasses the design and construction of water infrastructure improvements for production Wells 7 and 8, including approximately 1,654 linear feet of proposed water distribution piping (6-inch, 10-inch lines), equipment racks with pump control panels, water meter pits, electrical service components, and site improvements. The plan set includes a location map scaled at 1 inch equals 1,000 feet, existing site conditions documentation, detailed proposed water line configurations with two equipment rack layouts, and comprehensive construction details for pipe installation, thrust blocks, valve installations, and utility crossings. The plans were originally dated August 21, 2026, with Addendum 1 issued on September 18, 2026, and include coordination with existing utilities including Comcast Cable, UGI Utilities, Verizon Pennsylvania, Verizon North, and First Energy Corp. The document demonstrates compliance with Pennsylvania Act 287 (as amended by Act 121 of 2008) regarding subsurface utility damage prevention through one-call system notification and marking procedures.
The technical specifications include detailed pipe bedding requirements using AASHTO No. 8 stone aggregate, concrete thrust block specifications for horizontal and vertical pipe restraint, restrained joint piping schedules for pressure classes up to 150 PSI, and various standard details for valve installations, air release valves, blowoff hydrants, and utility crossings. The project incorporates wellhead protection zones (Zone I areas of 120 feet and 140 feet radius) and identifies existing 100-year floodplain areas and wetlands that must not be disturbed during construction. Two bid alternate configurations are indicated for certain electrical service panel and equipment rack installations. The construction drawings specify that all work must comply with the Authority's internal specifications and standards, and include details for temporary pavement restoration using SUPERPAVE asphalt courses, permanent lawn and cultivated field restoration, and highway boring methods where applicable.
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FREDERICKSBURG
SEWER & WATER AUTHORITY
BETHEL TOWNSHIP
LEBANON COUNTY, PENNSYLVANIA
FREDERICKSBURG WATER TREATMENT PLANT
500 SERIES - SOUTH WELLS PLAN
LOCATION MAP
SCALE: 1"=1000'
SITE
S.R. 0022
SCHOOL
DRIVE
AIRPORT ROAD
W. MAIN STREET
GREBLE ROAD
S.R. 0343
FREDERICKSBURG
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FIELD CREW:
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JDS,PL
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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COVER SHEET
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DWG. NO.
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DRAWING INDEX
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TITLE
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EXISTING SITE CONDITIONS
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WELL 7 & 8 PROPOSED PLANS / ZOOMED
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WELL 7 & 8 PROPOSED EQUIPMENT RACKS
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DETAIL SHEET
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PROPOSED SITE IMPROVEMENTS
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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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DETAIL SHEET
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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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REVISION
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DATE
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BY
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ELECTRIC PLAN SET
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PLUMBING PLAN SET
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HVAC PLAN SET
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ADDENDUM 1
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GJU
ELECTRIC SERVICEPANEL (2)
52'
EXISTINGUNDERGROUND ELEC.SERVICE LINE
(240')
EXISTING UNDERGROUNDELEC. SERVICE LINE(575')
ELECTRIC SERVICEPANEL (1)
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15" ADS
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FES INV:427.06
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FES INV:425.29
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8" PVC
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INV:425.66
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15" ADS
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FES INV:421.11
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FES INV:428.64
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15" ADS
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FES INV:427.90
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WV
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SSMH RIM:432.31
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CB TG:422.90 INV:421.13(15") INV:421.23(4" ORIFICE)
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WELL 8
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WELL 7
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EXISTING 100-YR. FLOODPLAIN (APPROXIMATE)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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ZONE I WELL HEAD PROTECTION AREA (120' RADIUS)
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ZONE I WELL HEAD PROTECTION AREA (140' RADIUS)
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EXISTING 100-YR. FLOODPLAIN (APPROXIMATE)
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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FIELD CREW:
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DRAWN:
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PROJECT #: 004-22-005
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REVISION
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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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ADDENDUM 1
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METER PIT
480 VAC
480 VAC
PT
PT
METER PIT
FIBER
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PCP-8
(WELL 8)
GES
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(WELL 7)
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7/8
WWTP
S51° 25' 08.38"E 118.45'
S01° 55' 37.26"E 118.60'
S88° 04' 22.74"W 15.00'
N01° 55' 37.26"W 111.69'
N51° 25' 08.38"W 111.54'
N38° 34' 51.62"E 15.00'
PROPOSED 15' EASEMENT FOR
ZONE I WELL HEAD PROTECTION ZONE
ELECTRIC SERVICE
PANEL (2)
52'
PROPOSED 6" WATER LINE
(725' TOTAL)
PROPOSED 6" WATER LINE
(151' TOTAL)
PROPOSED 10" WATER LINE(778' TOTAL)
EXISTING
UNDERGROUND ELEC.
SERVICE LINE
(240')
EXISTING UNDERGROUND
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WATER METER PIT (1)
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WATER METER PIT (2)
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ELECTRIC SERVICE
PANEL (1)
6" TO 10" INCREASER
INTO 10" X 10" X 6" WYE
50'
AIR RELEASEVALVE MANHOLE
ADD ALT CONFIGURATION IF
BID ALTERNATE 102 IS
CHOSEN
ADD ALT CONFIGURATION
IF BID ALTERNATE 102 IS
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4" WATER METER PIT DETAIL (TYP. 2 PLACES.) ELECTRIC LAYOUT SCHEMATIC
WELL 8 EQUIPMENT RACK
WELL 7
WELL 7 EQUIPMENT RACK
WELL 8
PT PRESSURE TRANSDUCER
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15" ADS
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FES INV:427.06
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FES INV:425.29
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INV:425.66
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15" ADS
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FES INV:421.11
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FES INV:428.64
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FES INV:427.90
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WV
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SSMH RIM:432.31
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CB TG:422.90 INV:421.13(15") INV:421.23(4" ORIFICE)
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WELL 8
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WELL 7
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EXISTING 100-YR. FLOODPLAIN (APPROXIMATE)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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EXISTING WETLANDS (NOT TO BE DISTURBED)
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ZONE I WELL HEAD PROTECTION AREA (120' RADIUS)
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ZONE I WELL HEAD PROTECTION AREA (140' RADIUS)
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EXISTING 100-YR. FLOODPLAIN (APPROXIMATE)
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
AutoCAD SHX Text Lebanon County, Pennsylvania
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PL
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PROJECT #: 004-22-005
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%%UGRAPHIC SCALE
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POLY SUMP RECESS WITH SUMP PUMP
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LADDER WITH SAFETY EXTENSION
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WALL SLEEVES WITH MODULAR LINK GASKETS
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PIPE EXTENDED PAST EXTERIOR OF WALLS
AutoCAD SHX Text
INTERNAL PIPING PER THE SEWER AUTHORITY'S SPECIFICATIONS
AutoCAD SHX Text
ACCESS HATCH OR FRAME AND COVER
AutoCAD SHX Text
SEPARATE CONCRETE RISER, IF REQUIRED
AutoCAD SHX Text
STEEL PIPE SUPPORTS
AutoCAD SHX Text
BUTYL SEALANT AT JOINT
AutoCAD SHX Text
COATINGS CAN BE APPLIED TO EXTERIOR AND/OR INTERIOR SURFACES, IF REQUIRED
AutoCAD SHX Text
PRECAST CONCRETE VAULT CONFORMS TO ASTM C857 AND C858 SPECIFICATIONS
AutoCAD SHX Text
SIZE OF VAULT, AS REQUIRED
AutoCAD SHX Text
SLOPED FLOOR, IF REQUIRED
AutoCAD SHX Text
4" FULL PORT BALL VALVE
AutoCAD SHX Text
4" REMOTE HEAD MAG METER
AutoCAD SHX Text
15" MIN STRAIGHT PIPE
AutoCAD SHX Text
6" MIN STRAIGHT PIPE
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6" MIN STRAIGHT PIPE
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9" MIN STRAIGHT PIPE
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NO SCALE
AutoCAD SHX Text
6" IN
AutoCAD SHX Text
4" PIPE AND FITTINGS IN PIT
AutoCAD SHX Text
6" OUT
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4" TO 6" INCREASER
AutoCAD SHX Text
6" TO 4" REDUCER
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SUMP PUMP DISCHARGE SOUTH WEST
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SUMP PUMP DISCHARGE SOUTH WEST
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NO SCALE
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REVISION
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DATE
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BY
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
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AutoCAD SHX Text A
AutoCAD SHX Text
PE074289
AutoCAD SHX Text
REGISTERED
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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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ENGINEER
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
PROPOSED 6" WATER LINE(151' TOTAL)
WATER METER PIT (1)
(18' FROM EQUIPMENT RACK)
ELECTRIC SERVICEPANEL (1)
6" TO 10" INCREASERINTO 10" X 10" X 6" WYE
50'
ADD ALT CONFIGURATION IF BID ALTERNATE 102 IS CHOSEN
ELECTRIC SERVICEPANEL (2)
52'
PROPOSED 6" WATER LINE(725' TOTAL)
WATER METER PIT (2)
(35' FROM EQUIPMENT RACK)
ADD ALT CONFIGURATION IF BID ALTERNATE 102 IS CHOSEN
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WELL 8 ZOOMED VIEWWELL 7 ZOOMED VIEW
EXISTING ROCK PAD
FOR WELL DRILLING RIG
(NO NEED TO RESTORE)
EXISTING ROCK PAD
FOR WELL DRILLING RIG
(NO NEED TO RESTORE)
BOLLARDS (TYP.)
BOLLARDS (TYP.)
AutoCAD SHX Text
WELL 7
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ZONE I WELL HEAD PROTECTION AREA (140' RADIUS)
AutoCAD SHX Text
WELL 8
AutoCAD SHX Text
AutoCAD SHX Text
ZONE I WELL HEAD PROTECTION AREA (120' RADIUS)
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
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
CY,TB
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
DY
AutoCAD SHX Text
GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PROJECT #: 004-22-005
AutoCAD SHX Text 1'=10'
AutoCAD SHX Text North
AutoCAD SHX Text 1 inch = 10 feet
AutoCAD SHX Text 20'
AutoCAD SHX Text 5'
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text
%%UGRAPHIC SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 10'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text O
AutoCAD SHX Text M
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AutoCAD SHX Text N
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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 A
AutoCAD SHX Text N
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AutoCAD SHX Text A
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REGISTERED
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PROFESSIONAL
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ENGINEER
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
FROM
WELL 7
#6 GND
[2] 8' RODS
FINAL GRADE
GES
PCP-8DSC-8
[1] 2" CONDUIT FROM WELL 7 FOR FIBER.
[1]1.5" CONDUIT W/ #4 CABLE TO WELL 8 PUMP
[1] 1" CONDUIT TO WELL 8 LEVEL SENSOR
[2] 1" CONDUIT TO METER PIT FOR FLOW METER
#6 GND
[2] 8' RODS
FINAL GRADE
GES
PCP-7DSC-7
[2] 2" CONDUIT FOR FIBER FROM WWTP & TO WELL 8.
[1]1.5" CONDUIT W/ #4 CABLE TO WELL 7 PUMP
[1] 1" CONDUIT TO WELL 7 FOR LEVEL SENSOR
[2] 1" CONDUIT TO METER PIT FOR FLOW METER
JB-7/8
TO
WELL
FROM
WWTP
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PRODUCTION WELL 8 PEDESTALPRODUCTION WELL 7 PEDESTAL
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
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
WELLS 7 & 8
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
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
CY,TB
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
DY
AutoCAD SHX Text
DCM,GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PROJECT #: 004-22-005
AutoCAD SHX Text 1'=50'
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
MANUAL TRANSFER SWITCH
AutoCAD SHX Text
MB
AutoCAD SHX Text
ABBREVIATION
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ELECTRICAL COMPONENTS LEGEND
AutoCAD SHX Text
METER BASE
AutoCAD SHX Text
RECEPTACLE
AutoCAD SHX Text
JUNCTION BOX
AutoCAD SHX Text
DISCONNECT SWITCH
AutoCAD SHX Text
PUMP CONTROL PANEL
AutoCAD SHX Text
PCP BY GES AUTOMATION
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
PANELBOARD "A"
AutoCAD SHX Text
MTS
AutoCAD SHX Text
REC
AutoCAD SHX Text
GEN
AutoCAD SHX Text
PA
AutoCAD SHX Text
PCP
AutoCAD SHX Text
JB
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DSC
AutoCAD SHX Text
GES PCP
AutoCAD SHX Text
VFD
AutoCAD SHX Text
VARIABLE FREQUENCY DRIVE
AutoCAD SHX Text
EXCAVATED MATERIAL
AutoCAD SHX Text
RESTORATION
AutoCAD SHX Text
18" MIN
AutoCAD SHX Text
2" CL. TYP
AutoCAD SHX Text
SIZE AND NUMBER OF CONDUITS AS REQUIRED
AutoCAD SHX Text 2"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 3"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
STEEL CAP
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
4,000 PSI CONCRETE
AutoCAD SHX Text
AS REQ'D
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
COMPACTED 2A STONE
AutoCAD SHX Text
TAPER TOP FOR DRAINAGE
AutoCAD SHX Text
3" THICK WALL GALVANIZED ELECTRICAL CONDUIT
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text O
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AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text N
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AutoCAD SHX Text E
AutoCAD SHX Text A
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AutoCAD SHX Text H
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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
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text W
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
REGISTERED
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
ADDENDUM 1
AutoCAD SHX Text 9/18/26
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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 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
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
AutoCAD SHX Text
CY,TB
AutoCAD SHX Text
FIELD CREW:
AutoCAD SHX Text
BASE MAP:
AutoCAD SHX Text
DY
AutoCAD SHX Text
DCM,GJU
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
PL
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text 8/21/26
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PL
AutoCAD SHX Text
PROJECT #: 004-22-005
AutoCAD SHX Text 1'=50'
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"
AutoCAD SHX Text 24"
AutoCAD SHX Text 20"
AutoCAD SHX Text 30"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 30"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 24"
AutoCAD SHX Text 26"
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text D
AutoCAD SHX Text L
AutoCAD SHX Text W
AutoCAD SHX Text D
AutoCAD SHX Text
BEND
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text W
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
CONCRETE TO SPRINGLINE
AutoCAD SHX Text
CONCRETE ANCHOR
AutoCAD SHX Text A
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.
AutoCAD SHX Text
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
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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'
AutoCAD SHX Text 20'
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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.)
AutoCAD SHX Text 10"
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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'
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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
AutoCAD SHX Text 1.
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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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REVISION
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DATE
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BY
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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
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ENGINEER
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
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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
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
AutoCAD SHX Text Lebanon County, Pennsylvania
AutoCAD SHX Text Bethel Township
AutoCAD SHX Text located in
AutoCAD SHX Text for
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CY,TB
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FIELD CREW:
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BASE MAP:
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DY
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DCM,GJU
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DRAWN:
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DESIGN:
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PL
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CHECKED:
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DATE:
AutoCAD SHX Text 8/21/26
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SCALE:
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PL
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PROJECT #: 004-22-005
AutoCAD SHX Text 1'=50'
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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"
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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)
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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
AutoCAD SHX Text 1'-0"
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6" MIN.
AutoCAD SHX Text 1'-0"
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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 6"
AutoCAD SHX Text 6"
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CONCRETE CRADLE
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
AutoCAD SHX Text 5'-0"
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STREAM WIDTH
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STEEL ENCASEMENT
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WATER MAIN
AutoCAD SHX Text
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 - BORED INSTALLATION
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REVISION
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DATE
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BY
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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
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REGISTERED
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PROFESSIONAL
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ENGINEER
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ADDENDUM 1
AutoCAD SHX Text 9/18/26
| Sheets and Views |
| Series 500 - South Wells Plan-501 - COVER SHEET |
| Series 500 - South Wells Plan-502 - EXISTING CONDITIONS |
| Series 500 - South Wells Plan-503 - PROPOSED WATERLINE PLAN |
| Series 500 - South Wells Plan-504 - PROPOSED CLOSEUP |
| Series 500 - South Wells Plan-505 - WELL PEDESTALS |
| Series 500 - South Wells Plan-506 - DETAILS |
| Series 500 - South Wells Plan-507 - DETAILS (2) |
File details come from the government source that posted it. Updated .