55-X3 - Canterbury Details 2026-07-16.pdf
PDF 779 KB Posted
- Attached to
- 2500999 - Canterbury Storm Sewer Replacement State and local contract opportunity
- Solicitation number
- Not on record
- Issued by
- Montgomery County, Mount Aetna CDP, Pennsylvania
About this file
This construction plan document for Canterbury Storm Sewer Replacement was prepared by Gilmore & Associates, Inc. for Montgomery Township, Montgomery County, Pennsylvania. The project involves the removal and replacement of storm sewer infrastructure on Canterbury Lane and Devonshire Drive, including approximately 1,800 linear feet of corrugated metal pipe (CMP) ranging from 12 inches to 57 inches by 38 inches in diameter. The work includes construction of new circular HDPE pipe and elliptical reinforced concrete pipe (RCP) storm sewer, replacement of three precast concrete storm sewer structures, and restoration of concrete curbs, sidewalks, driveway aprons, and asphalt roadway surfaces. Sealed bids were due by 10:00 A.M. on September 1, 2026, via the PennBid online platform. A pre-bid meeting was not held for this project. The plans indicate the project is not yet approved for construction as of the July 9, 2026 plan date.
The construction plan details include specifications for concrete work in accordance with PennDOT Publication 408 and related standards, including 4-inch minimum concrete sidewalks with 4,000 PSI strength, concrete curbs with specific dimensions and reinforcement requirements, reinforced concrete driveways with 6-inch thickness, and erosion control measures such as compost sock concrete washout systems and silt fencing. Bid security equal to ten percent (10%) of the bid amount is required, along with an Agreement of Surety certifying Performance and Payment Bonds. The project is subject to Pennsylvania Prevailing Wage Act (Act 422) and Pennsylvania Public Works Employment Verification Act (Act 127) requirements. PennBid assesses a nominal fee of 0.33% of the bid amount (minimum $150, maximum $6,000) only to awarded bidders. Bids may be withdrawn within two business days after the bid opening.
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AutoCAD SHX Text ONLY THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD THOSE PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD PLANS INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD INCORPORATING THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD THE PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD PROFESSIONAL SEAL SHOULD SEAL SHOULD SEAL SHOULD SHOULD SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS OFFICIAL AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS AND RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS RELIED UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS UPON BY USER. THIS PLAN IS BY USER. THIS PLAN IS BY USER. THIS PLAN IS USER. THIS PLAN IS USER. THIS PLAN IS THIS PLAN IS THIS PLAN IS PLAN IS PLAN IS IS IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED SPECIFICALLY FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED FOR THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED THE CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED CLIENT AND PROJECT DESIGNATED AND PROJECT DESIGNATED AND PROJECT DESIGNATED PROJECT DESIGNATED PROJECT DESIGNATED DESIGNATED DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE REVISION, DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE DUPLICATION OR USE WITHOUT THE OR USE WITHOUT THE OR USE WITHOUT THE USE WITHOUT THE USE WITHOUT THE WITHOUT THE WITHOUT THE THE THE CONSENT OF GILMORE & ASSOCIATES, INC. IS PROHIBITED. COPYRIGHT 2026 GILMORE & ASSOCIATES, INC. ALL RIGHTS RESERVED
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CANTERBURY STORM SEWER REPLACEMENT
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NOT APPROVED FOR CONSTRUCTION
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SHEET NO.:
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DESCRIPTION
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REV.
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DRAWN BY:
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CHECKED BY:
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DATE:
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TOTAL AREA:
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TOTAL LOTS:
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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SCALE:
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BY
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DATE
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ENGINEERING & CONSULTING SERVICES
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GILMORE & ASSOCIATES, INC.
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DETAILS
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CONSTRUCTION PLAN
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MONTGOMERY TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIAPENNSYLVANIA
AutoCAD SHX Text 2500999
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1 OF 1 OF 1OF 11
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JPD
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HCW
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## AC.
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OWNERS INFO:
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MONTGOMERY TOWNSHIP
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1001 SWAMP ROAD
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MONTGOMERYVILLE, PA 18936
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*ALL INLETS TOPS AND MANHOLE COVERS SHALL INCLUDE THIS LOGO PLATE
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%%UINLET STAMP - NO WASTE
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NOT TO SCALE
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STOCKPILE)
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(AROUND ENTIRE
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35' (MAX.)
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2 (MAX.)
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%%UPROFILE
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SILT SOCK
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TOPSOIL STOCKPILE
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%%UTOPSOIL STOCKPILE AREA DETAIL
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NOT TO SCALE
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ALL STOCKPILES WHICH WILL BE
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APPLY TEMPORARY SEEDING TO
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ALL STOCKPILES. IMMEDIATELY
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AROUND THE PERIMETER OF
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SILT SOCK MUST BE PLACED
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%%UPLAN VIEW
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IN PLACE FOR 20 DAYS OR MORE.
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NOT TO SCALE
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%%UPLAIN CEMENT CONCRETE SIDEWALK, LAWN RESTORATION & ROAD RESTORATION
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EXISTING SUBGRADE
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4" 2A STONEBASE
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CONCRETE CURB
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CONCRETE SIDEWALK
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PAVEMENT CUTBACK
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24" MAXIMUM
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4" 2B AGGREGATE
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BASE COURSE
AutoCAD SHX Text COMPLETE LAWN RESTORATION ON EITHER SIDE OF NEWLY CONSTRUCTED SIDEWALK WITHIN 7 WORKING DAYS OF LAST CONCRETE POUR. PLACE A MINIMUM OF 4" OF TOPSOIL FLUSH WITH CURB AND SIDEWALK, SEED AND MULCH. GRADING NOT TO EXCEED A 3:1 SLOPE
AutoCAD SHX Text NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF PENNDOT PUBLICATION 408, AND PUBLICATION 72, RC-64A, AND RC-67M. 2. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL OR PROTOCAP S CONCRETE SEALER AND PROTECTOR TO THE CONCRETE. 3. THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, SLOPES AND DIMENSIONS ARE IN COMPLIANCE WITH THE ABOVE PUBLICATIONS. 5. ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION REGARDING DEMOLITION, FORM WORK, REINFORCEMENT, RESTORATION, LANDSCAPING AND CONCRETE CONSTRUCTION.
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4" THICK PLAIN CEMENT
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(MIN 4,000 PSI)
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%%UCONTRACTION JOINT
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%%UDETAIL A
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2" DEEP
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3/16" WIDE
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NOT TO SCALE
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CONCRETE
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4000 PSI CEMENT
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3/4" RADIUS
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1/4" RADIUS
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VARIES
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CONTRACTION JOINT SPACING
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15'-6" MAX. TO 4'-0" MIN.
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%%UTYPICAL VERTICAL/DEPRESSED CURB CROSS SECTION
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%%UVERTICAL/ DEPRESSED PLAIN CEMENT CONCRETE CURB
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CONTRACTION JOINT
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MATCH EXISTING
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TOP OF CURB
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PREMOLDED
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EXP. JOINT
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2-#4 BARS (24" O.C.) PLACED
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FOR FULL LENGTH OF DEPRESSION
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PLUS 18" ON EITHER SIDE.
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GUTTER LINE
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NOT TO SCALE
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%%UCURB DEPRESSION AT DRIVEWAY
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VARIES
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CURB REVEAL
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(DEPRESSED CURB) 2.5"
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2 #4 BARS FOR FULL LENGTH
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OF DEPRESSED CURB PLUS 18"
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ON EITHER SIDE
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NOT TO SCALE
AutoCAD SHX Text NOTES: 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF PENNDOT PUBLICATION 408, AND PUBLICATION 72, RC-64, AND RC-67 ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF PENNDOT PUBLICATION 408, AND PUBLICATION 72, RC-64, AND RC-67 2. CURB REVEAL SHALL MATCH EXISTING CONDITION CURB REVEAL SHALL MATCH EXISTING CONDITION 3. REMOVAL AND REPLACEMENT OF DEPRESSED CURB AT HANDICAP RAMPS WILL BE DETERMINED BY THE TOWNSHIP, ENGINEER AND THE FIELD REPRESENTATIVE ON REMOVAL AND REPLACEMENT OF DEPRESSED CURB AT HANDICAP RAMPS WILL BE DETERMINED BY THE TOWNSHIP, ENGINEER AND THE FIELD REPRESENTATIVE ON AN INDIVIDUAL, AS NEEDED BASIS. 4. IMMEDIATELY UPON REMOVAL OF FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL OR PROTOCAP S CONCRETE SEALER AND PROTECTOR TO IMMEDIATELY UPON REMOVAL OF FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL OR PROTOCAP S CONCRETE SEALER AND PROTECTOR TO THE CONCRETE. 5. THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, SLOPES AND DIMENSIONS ARE IN COMPLIANCE WITH THE ABOVE PUBLICATIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, SLOPES AND DIMENSIONS ARE IN COMPLIANCE WITH THE ABOVE PUBLICATIONS. 7. ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION REGARDING DEMOLITION, FORM WORK, REINFORCEMENT, RESTORATION, SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION REGARDING DEMOLITION, FORM WORK, REINFORCEMENT, RESTORATION, LANDSCAPING AND CONCRETE CONSTRUCTION.
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SUBGRADE
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PREPARED
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CONCRETE SIDEWALK
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NOT TO SCALE
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%%UDRIVEWAY APRON & DRIVEWAY RESTORATION
AutoCAD SHX Text NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF PENNDOT ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF PENNDOT PUBLICATION 408, AND PUBLICATION 72, RC-64M, AND RC-67M. 2. IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON IMMEDIATELY UPON THE REMOVAL OF THE FORMWORK, CONTRACTOR SHALL APPLY AQURON 2000 CURE AND SEAL OR PROTOCAP S CONCRETE SEALER AND PROTECTOR TO THE CONCRETE. 3. THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION THE CONTRACTOR SHALL REMOVE AND RESET EXISTING FEATURES AND PROVIDE RESTORATION AS REQUIRED TO COMPLETE THE WORK. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, SLOPES AND DIMENSIONS CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT FINAL GRADES, SLOPES AND DIMENSIONS ARE IN COMPLIANCE WITH THE ABOVE PUBLICATIONS. 5. ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA SHALL BE REPLACED AT ANY WORK THAT DOES NOT COMPLY WITH THE APPLICABLE CRITERIA SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION REGARDING SEE DIVISION 02 - SITE CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION REGARDING DEMOLITION, FORM WORK, REINFORCEMENT, RESTORATION, LANDSCAPING AND CONCRETE CONSTRUCTION.
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6" REINFORCED
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6" 4,000 PSI CONCRETE
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4" 2B AGGREGATE
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BASE COURSE
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PAVEMENT CUTBACK
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24" MAXIMUM
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DRIVEWAY RESTORATION
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WMA WEARING COURSE
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3" 2A AGGREGATE
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3" 9.5MM SUPERPAVE
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REINFORCEMENT
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DEPRESSED
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CONCRETE CURB
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%%UREINFORCED CONCRETE SIDEWALK, REINFORCED CONCRETE
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CONCRETE DRIVEWAY
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6" REINFORCED
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APRON
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2.0%%% MAX SLOPE
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SLOPE VARIES
AutoCAD SHX Text 12" DIAMETER COMPOST SOCK (CONTRACTOR MAY CHOOSE TO INCREASE SOCK DIAMETER FOR GREATER CAPACITY)
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2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
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2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.
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MAXIMUM DEPTH OF CONTAMINATED WATER IS 50% OF CONCRETE WASHOUT HEIGHT
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PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT
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%%USECTION VIEW
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%%UPLAN VIEW
AutoCAD SHX Text NOTES: : 1. INSTALL ON FLAT GRADE FOR OPTIMUM INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE. 2. IMPERMEABLE MEMBRANE SHALL BE IMPERMEABLE MEMBRANE SHALL BE USED TO COVER GROUND PRIOR TO INSTALLATION OF COMPOST SOCK. 3. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. 4. CONCRETE WASHOUT MAY BE DIRECT CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
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12" MIN
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%%UCOMPOST SOCK CONCRETE WASHOUT DETAIL
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AutoCAD SHX Text COVER EXISTING GROUND WITH 0.3MIL IMPERMEABLE GEOMEMBRANE PRIOR TO INSTALLATION OF WASHOUT SOCKS.
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10'-0" (REF.)
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BACKFILLED WITH
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%%UFENCE WITH WIRE BACKING
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SPLIT CANADIAN SPRUCE
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OR OTHER SUITABLE
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FENCE RAILS SHALL BE
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HARDWOOD
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(PRESSURE TREATED WOOD)
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(APPROX.)
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2'-6" (APPROX.)
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4'-0" (APPROX.)
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& TAMPED
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CLEAN STONE
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(TO BE APPROVED BY TOWNSHIP)
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WIRE MESH BACKING
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CONSERVATION DISTRICT DUE TO SEVERAL EASILY ERODIBLE ON-SITE SOIL
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4.0 TONS PER ACRE AS NEEDED AND REQUIRED BY THE BUCKS COUNTY
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TONS PER ACRE. ADDITIONAL HAY OR STRAW MULCH SHALL BE APPLIED @
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HAY OR STRAW MULCH SHALL BE APPLIED AT THE RATES OF AT LEAST 3.0
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PERMANENT SEEDING SPEC. FORMULA D -
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SEED AREAS AT THE FOLLOWING RATES:
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10-20-20 ANALYSIS COMMERCIAL FERTILIZER - 20 LBS/1000 SF.
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PULVERIZED AGRICULTURAL LIMESTONE - 90 LBS/1000 SF.
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SEEDED EXCEPT FOR THE SPRAY IRRIGATION SITE AND TEMPORARY
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SHALL BE APPLIED TO ALL DISTURBED AREAS WHICH ARE TO BE
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PULVERIZED AGRICULTURAL LIMESTONE AND COMMERCIAL FERTILIZER
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GROUPS AND POOR SUITABILITY FOR WINTER GRADING.
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SEEDING RATE FOR THE ABOVE MIXTURES:
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10#/1000 SY FOR TEMPORARY SEEDING
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10% WEEPING ALKALIGRASS
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20% PENNLAWN RED FESCUE
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70% KENTUCKY 31 FESCUE
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21#/1000 SY FOR PERMANENT SEEDING
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TEMPORARY SEEDING SPEC. FORMULA E - ANNUAL RYE GRASS
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AGRONOMY GUIDE AND PENNDOT FORM 408 SPECIFICATIONS' MOST
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PERFORMED IN ACCORDANCE WITH PENN STATE UNIVERSITY'S THE
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SITE PREPARATION, STABILIZATION, AND MAINTENANCE SHALL BE
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SEEDING & MULCHING SCHEDULE
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RECENT ADDITION.
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NOT TO SCALE
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6.5 INCHES 19MM WMA SUPERPAVE BINDER COURSE IN MAXIMUM OF 4.5-INCH LIFTS
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