Att J-9_Seed Project Underground Utilities Drawing Set.pdf
PDF 12 MB Posted
- Attached to
- FY25 Underground Utilities IDIQ Federal contract opportunity
- Solicitation number
- FA448424R0026
About this file
This document is a comprehensive set of technical drawings for underground utilities infrastructure at Joint Base McGuire-Dix-Lakehurst in New Jersey. The drawing set includes detailed technical specifications and installation guidelines for various utility systems, including:
The drawings cover multiple critical infrastructure components such as pavement repair and restoration, water line details, sanitary and storm sewer systems, thrust block details, fire hydrant installations, manhole construction, utility crossings, and erosion control measures. The technical drawings provide precise engineering specifications for pipe installations, concrete work, bedding, backfill procedures, and specific construction requirements for different utility infrastructure elements. Key technical details include specified materials (such as concrete, PVC pipes, ductile iron pipes), installation depths, grading specifications, and specific construction techniques for different utility system components across various environmental and terrain conditions.
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Text version
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UTILITIES IDIQ CONTRACT AT
JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
T-2 PAVEMENT REPAIR AND RESTORATION DETAILS 1
T-3 PAVEMENT REPAIR AND RESTORATION DETAILS 2
T-4 WATER LINE DETAILS - AIRFIELD
T-9 UTILITY CROSSING NOTES AND DETAILS
T-5 WATER LINE DETAILS 1
T-6 WATER LINE DETAILS 2
T-7 THRUST BLOCK DETAILS GENERAL NOTES:
1. COORDINATE WORK ON THESE DRAWINGS WITH THE SCOPE OF WORK.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO
CONSTRUCTION.
3. ALL PLASTIC/NEW METALLIC PIPE SHALL BE INSTALLED WITH TRACER WIRE IN
ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS.
4. AS-BUILT DATA SHALL BE COLLECTED AS THE WORK IS INSTALLED AND SHALL
BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS AND
SPECIFICATIONS SECTION 01 78 30.00 33.
T-1
T-10 SANITARY/STORM SEWER NOTES AND DETAILS 1
T-11 SANITARY/STORM SEWER NOTES AND DETAILS 2
T-12 STORM SEWER HEADWALL DETAILS
T-1 COVER SHEET
T-21 SANITARY OIL-WATER SEPARATOR
T-28 OCEAN COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 2
T-29 OCEAN COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 3
GENERAL DRAWING TITLE
TABLE OF CONTENTS
LOCATION MAP
T-8 SANITARY/STORM SEWER-ABANDONMENT DETAILS
T-13 CONSTRUCTION DETAILS
T-22 SANITARY SEWER DETAILS
T-23 SANITARY MANHOLE DETAILS
T-24 TEMPORARY CONSTRUCTION FENCING NOTES AND DETAILS
T-26 BURLINGTON COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 2
T-25 BURLINGTON COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 1
T-27 OCEAN COUNTY SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 1
C O
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TT-14 CROSS DRAIN DETAILS
T-15 GENERAL INLET DETAILS
T-16 INLET TYPE A, B, AND C DETAILS
T-17 INLET TYPE B DETAILS
T-18 INLET TYPE E DETAILS
T-19 INLET EXTENSION FRAME DETAILS
T-20 MANHOLE EXTENSION RING DETAILS
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AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
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ID SECTION
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ID CHIEF
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SHEET 1 OF 29
3-1/2" BIT. CONC. PAVEMENT
TYPE I-1 PLACED IN 2
LAYERS, 1-1/2" TOP COURSE
OVER 2" BINDER COURSE
4" DENSE GRADED
CRUSHED STONE
8" COMPACTED
GRAVEL SUBBASE
COMPACTED SUBGRADE
SCALE =
CONCRETE VERTICAL
CURB
NONE4SCALE =
BITUMINOUS CONCRETE
PAVEMENT SECTION
NONE3
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%%UCONCRETE SIDEWALK
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4" AASHTO NO. 57 AGGREGATE SUB-BASE MATERIAL
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COMPACTED SUBGRADE
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EDGING AS PER SPECS.
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%%UTYPICAL ASPHALT ROADWAY REPAIR DETAIL
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NO SCALE
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6" MINIMUM COMPACTED SUB-BASE
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SAW CUT
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EXISTING ROADWAY
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SAW CUT
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EXISTING ROADWAY
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3" MINIMUM BINDER COURSE
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1 1/2" MINIMUM WEARING COURSE
AutoCAD SHX Text TYPICAL ROADWAY REPAIR NOTES: 1. PATCHING OF ASPHALT ROADWAY SHALL BE DONE IN ALL AREAS WERE EXISTING ROADWAY WAS REMOVED TO ACCOMMODATE CONCRETE WORK. 2. PATCHED AREAS SHALL BE AS SHOWN IN THIS DETAIL AS A MINIMUM OR SHALL MATCH THE ROAD THAT WAS REMOVED, WHICHEVER PROVIDES THE THE STRONGER ROAD CROSS SECTION. 3. ALL PATCH AREAS SHALL BE NEATLY SAW-CUT PARALLEL TO THE ROADWAY. THE SAW-CUTS ARE TO BE CLEAN VERTICAL LINES. ANY AREAS DAMAGED DURING CONSTRUCTION WORK SHALL BE REMOVED AND REPLACED. 4. FOR ASPHALT PAVEMENTS, THE EXISTING SAW-CUT ROADWAY SURFACE SHALL BE TACK COATED PRIOR TO INSTALLATION OF PATCH MATERIALS. 5. FOR ASPHALT PAVEMENTS, THE PATCH SHALL CONSIST OF THE COMPACTED SUB-BASE, BINDER COURSE AND WEARING COURSE. 6. CONCRETE PAVEMENTS SHALL MATCH EXISTING. 7. COMPOSITE ASPHALT/CONCRETE PAVEMENT CROSS-SECTION SHALL MATCH EXISTING.
AutoCAD SHX Text 18"
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PAVEMENT SURFACE
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CONCRETE CLASS B
AutoCAD SHX Text THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE WHEN CURB IS CONSTRUCTED ADJACENT TO HMA PAVEMENT.
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PRE-MOLDED EXPANSION MATERIAL
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SIDEWALK (SEE LANDSCAPE DRAWINGS, SHEET L4.01
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AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
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ID SECTION
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ID CHIEF
SHEET 2 OF 29
FINISH GRADE
3' MIN.
12"12"
(6" IN ROCK
CONDITIONS)
CONDITIONS
NORMAL SOIL
PIPE DIA.
LIMITS
EXCAVATION
4"
LOCALITY OR NJDOT STANDARDS
MATERIAL PER APPLICABLE
PLAN.
SHOWN ON
MATERIAL AS
PIPE SIZE &
BEDDING AND BACKFILL
OUTSIDE OF PAVED AREAS
NON-DETECTABLE
WARNING TAPE,
BACKFILL ONLY WITH APPROVED
INSTALLED APPROX.
THICKNESS, TO BE
24" ABOVE PIPE AND
STONE TO BE PLACED
6" ABOVE SEWER PIPE.
3 TO 5 MILS IN
AT A MINIMUM OF
6" BELOW GRADE.
SM-9.5A SURFACE
BM-2 BASE
21B SUBBASE
DEPTH VARIES
EXISTING PAVEMENT
SECTION
LIMITS OF OPEN CUT
WIDTH OF TRENCH EXCAVATION
PIPE DIA.
+ 12" EACH SIDE
4"
BEDDING AND BACKFILL
UNDER PAVED AREAS
NOTES:
1. BEDDING, HAUNCHING AND INITIAL BACKFILL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATION.
2. ALL PVC PIPE SHALL BE BEDDED IN COMPACTED BEDDING MATERIAL PER NJDOT
SPECIFICATIONS.
3. IN AREAS NOT SUBJECTED TO VEHICULAR TRAFFIC, BEDDING STONE AND FILL SHALL BE
PLACED IN 6" LIFTS FROM BOTTOM OF TRENCH TO 1' ABOVE THE PIPE AND THE REMAINING
SHALL BE PLACED IN 10" LIFTS AND SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM
DENSITY AS DETERMINED BY ASTM D 698.
4. ALL SEWER LINE PIPE SHALL BE BEDDED IN COMPACTED GRANULAR MATERIAL. BEDDING
REQUIREMENTS FOR DUCTILE SEWER LINE ARE DEPENDENT ON MANUFACTURER'S BEDDING
CRITERIA.
5. ALL EXCAVATIONS SHALL COMPLY WITH OSHA TECHNICAL MANUAL, CHAPTER 2, TITLED
"EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING."
NOTES:
1. BEDDING, HAUNCHING AND INITIAL BACKFILL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATION.
2. ALL PVC PIPE SHALL BE BEDDED IN COMPACTED MATERIAL PER NJDOT STANDARDS.
3. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT OR AS REQUIRED BY PROJECT
DOCUMENTS.
4. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE AS SPECIFIED BY NJDOT OR
APPLICABLE LOCALITY.
5. PRIOR TO CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS
6. IN AREAS SUBJECTED TO VEHICULAR TRAFFIC, BEDDING STONE AND FILL SHALL BE PLACED IN 6"
LIFTS AND SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DENSITY AS DETERMINED BY
ASTM D 698.
7. ALL SEWER LINE PIPE SHALL BE BEDDED IN COMPACTED GRANULAR MATERIAL. BEDDING
REQUIREMENTS FOR DUCTILE SEWER LINE ARE DEPENDENT ON MANUFACTUER'S BEDDING
CRITERIA.
8. ALL EXCAVATIONS SHALL COMPLY WITH OSHA TECHNICAL MANUAL, CHAPTER 2, TITLED
"EXCAVATIONS: HAZARD RECOGNITION IN TRENCHING AND SHORING."
NON-DETECTABLE WARNING TAPE, 3 TO 5
MILS IN THICKNESS, TO BE INSTALLED
APPROX. 24" ABOVE PIPE AND AT A
MINIMUM OF 6" BELOW GRADE.
BACKFILL ONLY WITH APPROVED
MATERIAL PER APPLICABLE
LOCALITY OR NJDOT STANDARDS
PIPE SIZE &
MATERIAL AS
SHOWN ON
PLAN.
(6" IN ROCK
CONDITIONS)
FOR SEWER LINES,
BEDDING SHALL BE 6"
ABOVE PIPE.
NOTES:
1. TO BE USED WHERE EXISTING OVERLAY AND CONCRETE COURSE IS REMOVED AT
CROSS DRAIN TO UTILITY TRENCH WITH PROPOSED RESURFACING
2. SAWCUT THE EXISTING PAVEMENT A MINIMUM OF 2'-0" FROM THE SIDES OF THE
PROPOSED CROSS DRAIN OR UTILITY TRENCH EXCAVATION ON BOTH SIDES.
3. ADDITIONAL EXCAVATION REQUIRED WHEN PIPE BEDDING IS DESIGNATED OR WHEN
ROCK OR OTHER HARD MATERIAL IS ENCOUNTERED.
4. BACKFILL SHALL BE PLACED SO AS TO ENSURE SUFFICIENT COMPACTION UNDER
PIPE HAUNCHES.
5. THE PIPE OR UTILITY TRENCH SHALL BE BACKFILLED IN ACCORDANCE WITH THE
SPECIFICATIONS FOR BACKFILLING OR WITH AGGREGATE, DESIGNATION I-1, I-2, I-3, OR
I-13 IF DIRECTED, WHEN SOIL AGGREGATE IS DIRECTED, THE PAY LIMITS SHALL BE A
WIDTH OF A MINIMUM OF 36" OR THE OUTSIDE DIAMETER OF THE PIPE OR CULVERT
PLUS 18" AND A DEPTH FROM THE BOTTOM OF THE TRENCH OR TOP OF THE DENSE
GRADED AGGREGATE BASE COURSE.
SCALE =
HMA REPLACEMENT
NONE1
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VARIABLE
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SAWCUT FULL DEPTH (BOTH SIDES)
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EXISTING CONCRETE
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PAVEMENT
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9" MIN.
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UNDERLYING
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SOIL
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ROCK OR
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HARD
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MATERIAL
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OTHER
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MATERIAL
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CONC. PIPE
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PROPOSED PIPE SEE PLANS
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6'-0" MIN.
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PROP. HMA
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OVERLAY
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EXIST. HMA
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OVERLAY
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2'-0" MIN.
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SEE NOTE 1
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SEE NOTE 4
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SEE NOTE 3
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SEE NOTE 5
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DENSE GRADED
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AGGREGATE
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BASE COURSE
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EXISTING
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CONCRETE
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PAVEMENT
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ALUMINUM PIPE
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OR HDPE PIPE
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PROPOSED HMA BASE COURSE AND BINDER
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PLACE BURIED WARNING AND
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IDENTIFICATION TAPE
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MINIMUM DEPTH OF ADDITIONAL
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EXCAVATION OR PIPE BEDDING
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AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
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ID SECTION
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ID CHIEF
SHEET 3 OF 29
FIRE HYDRANT NOTES:
1. HYDRANT SHALL COMPLY WITH AWWA C502 AND BE DRY TYPE, WITH 5-1/4" DIAMETER BARREL WITH UNDERGROUND SHUT OFF VALVE.
HYDRANT SHALL HAVE ONE 4-1/2" NH PUMPER CONNECTION, TWO 2-1/2" NH HOSE CONNECTIONS, WITH CONNECTORS LOCATED 18" ABOVE GRADE; TETHERED CAPS, HYDRANT LOCATION MARKER (E.G. A SPRING LOADED METAL TUBE, WITH RED AND WHITE BAND), THRUST BLOCK, WATER SUPPLY PIPE 12" BELOW FROST FREE DEPTH (+/- 5 FT BELOW GRADE); 3 TO 7 FT SETBACK FROM CURB.
2. HYDRANT SHALL BE PAINTED WITH 1 COAT OF CORROSION RESISTANT ALKYD PRIMER, CONFORMING TO SSPC PAINT-25, AND 2 FINISHED COATS OF ALKYD PAINT CONFORMING TO SSPC PAINT-21, WITH COLOR AS DIRECTED BY CONTRACTING OFFICER. CONTRACTOR SHALL
FOLLOW NFPA 291, 5.2.1.2 HYDRANT COLOR CODE.
3. HYDRANT SHALL BE MODEL APPROVED BY FEAD, AMERICAN DARLING, M&H, OR APPROVED EQUAL.
4. ALL JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINED.
5. ALL BOLTS AND THREADS SHALL BE PROTECTED FROM CONCRETE.
6. ALL PIPING MATERIAL IS TO BE IN ACCORDANCE WITH SPECIFICATIONS.
7. CONTRACTOR SHALL INSTALL BLUE COLOR TRACING WIRE APPROXIMATELY 1 FT ABOVE THE UNDERGROUND FIRE WATER LINE.
CONTRACTOR SHALL BRING THE WIRE UP TO GROUND SURFACE AT THE HYDRANT AND SPRINKLER RISER.
6"
VALVE
FIRE MAIN
6" HYDRANT ASSEMBLY
APRON PCC PAVEMENT
MAIN TEE
FIRE HYDRANT WITH TWO
2-1/2" OUTLETS
4-1/2" PUMPER CONNECTION
6" GATE VALVE
(SEE DETAIL)
CAST IRON VALVE BOX
WITH BOLTED COVER
TO READ "FIRE"
30" MAX.
3"MIN.
7 FT.³
OF GRAVEL AROUND
WEEP HOLES.
4" CONCRETE SLAB
2-3/4"DIA. STAINLESS STEEL
ALL THREAD ROD RESTRAINTS (TYP.)
4 FT.³ OF GRAVEL
6"ɸ WATER MAIN PIPE
BURY 46" MIN.
13"MIN.
8" x 6" TEE
6"
FIRE LATERAL
18" MIN.
HANGAR SIDEAPRON SIDE
AIRFIELD STANDARD FIRE HYDRANT AIRSIDE INSTALLATION DETAIL TYPICAL AIRFIELD HYDRANT PIPE PLAN
WATER MAIN NOTES:
1. ALL PIPES AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED AS SPECIFIED.
2. ALL NEW WATER LINES SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600 AND AWWA C605, "UNDERGROUND INSTALLATION OF POLYVINYL CHLORINE (PVC) PRESSURE PIPE AND FITTINGS FOR WATER", AND ALL APPLICABLE MANUFACTURER'S INSTRUCTIONS. ALL INSTALLATION AND LEAKAGE TESTING OF PIPE SHALL BE WITNESSED AND APPROVED BY THE 787 CES QAR. AFTER COMPLETE INSTALLATION, CONTRACTOR SHALL SUBJECT EACH SECTION OF PIPE TO A HYDROSTATIC PRESSURE OF 150 PSI MAINTAINED FOR A MINIMUM PERIOD OF 2 HOURS.
3. CONTRACTOR SHALL DISINFECT ALL NEW AND EXISTING PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C651-14. IF USING THE TABLET/GRANULE METHOD, ALL PIPES AND APPURTENANCES MUST BE KEPT CLEAN AND DRY DURING CONSTRUCTION. DURING INSTALLATION, TABLETS/GRANULES SHALL BE PLACED THROUGHOUT THE MAIN AT LOCATIONS SPECIFIED BY AWWA C651-14. DURING THE DISINFECTION PERIOD, THE CHLORINE SOLUTION SHALL REMAIN IN THE PIPES FOR AT LEAST 24 HOURS WHEN THE WATER TEMPERATURE IS GREATER THAN 41°F AND AT LEAST 48 HOURS WHEN LESS THAN 41°F. THE FREE CHLORINE RESIDUAL FOR USE AUTHORIZATION IS ≥ 0.2 MG/L AT EACH SAMPLING POINT. HYDRANTS SHALL BE FLUSHED PRIOR TO BACTERIOLOGICAL TESTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL TESTING, CHLORINATION, AND ALL OTHER WORK RELATED TO THE WATER MAIN INSTALLATION PER AWWA REQUIREMENTS. COPIES OF SATISFACTORY BACTERIOLOGICAL TESTS SHALL BE SUBMITTED TO 787 CES/QAR FOR APPROVAL.
4. CONTRACTOR IS TO SUBMIT FLUSHING, DISINFECTION, AND NEUTRALIZATION PLANS FOR ALL POTABLE WATER LINES TO THE
CONTRACTING OFFICER FOR APPROVAL 30 DAYS IN ADVANCE OF PROPOSED TEST.
5. THE FINAL TIE-IN TO EXISTING WATERLINE CANNOT BE PERFORMED UNTIL ALL WATERLINE COMPONENTS ARE IN PLACE AND FINAL
TESTING AND CHLORINATION HAVE BEEN COMPLETED.
6. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED WITH POLYETHYLENE TUBE PROTECTION, INSTALLED IN ACCORDANCE
WITH AWWA C105, METHOD A.
7. NEW PIPING SHALL BE INSTALLED WITH A 3
4" CLEAN STONE BED AND STONE DUST AND AS PER THE MANUFACTURER'S SPECIFICATIONS.
MINIMUM COVER WILL BE 3.5' OR 42" TO TOP OF PIPE UNLESS NOTED OTHERWISE. BACKFILL SHALL BE CERTIFIED CLEAN SUITABLE SOIL
PER SECTION 31 23 00.00 20 (EXCAVATION AND BACKFILL).
1-1/2" PENTAGON NUT
2" MIN. EXPOSURE. PROVIDE
EXTENSION WHERE NECESSARY,
COORDINATE WITH FINISH
GRADE ELEVATION (TYP. ALL)
³
³
HYDRANT CONNECTION WITH BOLLARDS ELEVATION
STANDARD FIRE HYDRANT LANDSLIDE INSTALLATION
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6" GRANULAR
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FILL PIPE BEDDING
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VALVE BOX & COVER
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ROAD SURFACE
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ANCHORING TEE W/6" TEE (RESTRAINED MJ)
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STREET MAIN
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CLASS C CONCRETE THRUST BLOCK
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UNDISTURBED EARTH
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6" GATE VALVE
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CONCRETE BLOCK SET ON UNDISTURBED EARTH
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MIN, 6 CU FT, OF CRUSHED STONE OR SCREENED GRAVEL AROUND BASE OF HYDRANT
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CLASS C CONCRETE THRUST BLOCK
AutoCAD SHX Text CRUSHED STONE OR 1/2" SCREENED GRAVEL 3'-0" MIN, DIA, AT LEAST 6"ABOVE HYDRANT DRAIN RING
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FILTER FABRIC ENVELOPE
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SUITABLE COMPACTED BACKFILL
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LOAM & SEED
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FINISH GRADE
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HYDRANT
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6" D.I PIPE TO MATCH STREET MAIN
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CROWN CONCRETE
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200 STEEL PIPE GUARDPOST FILLED WITH CONCRETE & PAINTED SAFETY YELLOW
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FINISHED GRADE
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BOLLARD (TYP)
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HYDRANT
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PLAN VIEW
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SECTION VIEW
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FIN. GRADE
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CONCRETE COLLAR
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MAIN TEE
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DRY BARREL FIRE HYDRANT WITH TWO 2-1/2" OUTLETS.
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4-1/2" PUMPER CONNECTION
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6" GATE VALVE
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CAST IRON VALVE BOX WITH COVER
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3" MIN.
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7 FT.³ OF GRAVEL AROUND WEEP HOLES.
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4" CONCRETE SLAB
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2-3/4" DIA. STAINLESS STEEL ALL THREAD ROD RESTRAINTS (TYP.)
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4 FT.³ OF GRAVEL OF GRAVEL
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6" ɸ DUCTILE IRON PIPE
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1-1/2" DROP TO GRADE
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STREET
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13" MIN.
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AutoCAD SHX Text H
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
AutoCAD SHX Text
ID CHIEF
SHEET 4 OF 29
18"
8" MIN.
FINISH GRADE
PAVEDUNPAVED
SCALE =
BURIED GATE VALVE
NONE8
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%%UTYPICAL FIRE HYDRANT DETAIL 3-A
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NO SCALE
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STREAMER NOZZLE FACING STREET 1-4 1/2 "N.S.T.
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TWO 2 1/2 " HOSE NOZZLE - N.S.T.
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7 CUBIC FEET STONE HYDRANT DRAIN
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SEE DETAIL 1-A
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NEW TEE
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FINISED GRADE
AutoCAD SHX Text CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH 1/4 YARD MIN. PROVIDE OPENING FOR HYDRANT DRAIN.
AutoCAD SHX Text
PENTAGONAL NUT-1 1/2" POINT TO FLAT
AutoCAD SHX Text NOTE: HYDRANT TO BE LOCATED 10 LINEAR FEET FROM MAIN UNLESS OTHERWISE DIRECTED BY CONTRACTING OFFICER OR HIS REPRESENTATIVE.
AutoCAD SHX Text PROVIDE CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. SEE TRUST BLOCK DETAILS.
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TWO 3/4" DIA. RESTRAINING RODS. PROVIDE 2 COATS BITUMASTIC PAINT
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PROVIDE CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL. SEE PLANS FOR DETAILS.
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EXISTING HYDRANT OR NEW HYDRANT AS NOTED ON PLANS
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FLUSH TO THE GROUND
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CAST IRON VALVE BOX
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WRENCH NUT-2 SQ. TURN COUNTER LOCK-WISE TO OPEN
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%%UGATE VALVE DETAIL 1-A
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NO SCALE
AutoCAD SHX Text PROVIDE CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. SEE THRUST BLOCK DETAILS.
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NEW 8" PVC
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NEW PVC MAINS
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6" DIA. P.V.C. CLASS 150
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6" DIA. P.V.C. CLASS 150
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MECHANICAL JOINT
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EXISTING C.I. MAIN
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THRUST BLOCK
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GASKET
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%%UTAPPING SLEEVE DETAIL 2-A
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NO SCALE
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REMOVABLE VALVE BOX
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%%UINLINE VALVE DETAIL 1-B
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NO SCALE
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CONCRETE SUPPORT
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CAP VALVE
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WORD "WATER" ON COVER
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6" DIA. GATE VALVE SEE SPECIFICATIONS
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CAST IRON FRAME AND COVER: TO READ "WATER" OR "FIRE" AS APPLICABLE
AutoCAD SHX Text 1'-6" SQUARE x 4" CONCRETE COLLAR
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CONCRETE BLOCK SUPPORT AT VALVE (SEE THRUST BLOCK DETAILS)
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GATE VALVE
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WATER LINE / FIRE LINE
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ADJUSTABLE CAST IRON VALVE BOX MIN DIA 5"
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UNDISTURBED EARTH OR COMPACTED SUBGRADE
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AutoCAD SHX Text H
AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
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ID CHIEF
SHEET 5 OF 29
SHUT
GROUND LINE
SCALE =
POST INDICATOR
VALVE
NONE7SCALE =
DUCTILE IRON WATER
MAIN TRENCH
NONE5
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AutoCAD SHX Text NOTES: 1. TRENCH WIDTH AT CROWN = 2.5 X PIPE DIAMETER. TRENCH WIDTH AT CROWN = 2.5 X PIPE DIAMETER. 2. IF SHEETING IS REQUIRED, CUT OFF AT LEAST 2' BELOW PAVEMENT AND A IF SHEETING IS REQUIRED, CUT OFF AT LEAST 2' BELOW PAVEMENT AND A MINIMUM OF 1' ABOVE TOP OF PIPE. WOOD SHEETING DRIVEN BELOW MID-DIAMETER OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN BELOW MID-DIAMETER MAY BE WITHDRAWN IF APPROVED IN WRITING BY THE ENGINEER (FOR D.I. WATER ONLY). 3. IF EXCAVATING TRENCH IN LEDGE EXCAVATE 6" (MINIMUM) AROUND PIPE AND IF EXCAVATING TRENCH IN LEDGE EXCAVATE 6" (MINIMUM) AROUND PIPE AND BACKFILL WITH MATERIAL SHOWN ABOVE. 4. MAINTAIN 5'-0" MINIMUM COVER.MAINTAIN 5'-0" MINIMUM COVER.
AutoCAD SHX Text PLACE TRENCH BEDDING AND INITIAL BACKFILL AGAINST UNDISTURBED SIDES & BOTTOM OF TRENCH TO 1'-0" ABOVE TOP OF PIPE (MIN)
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FINISH GRADE
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EXISTING GROUND SURFACE
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SEE ROADWAY/CONCRETE DETAILS FOR PAVEMENT REQUIREMENTS
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PLACE BURIED WARNING AND IDENTIFICATION TAPE
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FILTER FABRIC TO BE INSTALLED WHEN CONDUIT IS AT OR BELOW GROUNDWATER
AutoCAD SHX Text NOTES: 1. POST INDICATOR VALVE TO BE EQUIPPED WITH A POST INDICATOR VALVE TO BE EQUIPPED WITH A LOCKING MECHANISM TO MAINTAIN POSITION (OPEN OR CLOSED). 2. CONTRACTOR TO VERIFY VALVE ROTATION CONTRACTOR TO VERIFY VALVE ROTATION DIRECTION WITH FIRE DEPARTMENT. 3. SEE SHEET C-5.09 FOR THRUST BLOCK DETAILS.SEE SHEET C-5.09 FOR THRUST BLOCK DETAILS.C-5.09 FOR THRUST BLOCK DETAILS. FOR THRUST BLOCK DETAILS.
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BODY
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STANDPIPE
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FIRE SERVICE CONNECTION
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CONCRETE THRUST BLOCK (SEE NOTE 3)
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INDICATOR POST
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EXTENSION AS REQUIRED
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UNDISTURBED EARTH OR COMPACTED SUBGRADE
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AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
AutoCAD SHX Text
ID CHIEF
SHEET 6 OF 29
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AutoCAD SHX Text A
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%%UTEE PLAN
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%%UTEE SECTION A-A
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%%UPLAN
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%%USECTION B-B
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CARRY TO FIRM GROUND
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%%UELEVATION
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CARRY TO FIRM GROUND
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ANCHOR STRAPS
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SHAPE AND LOCATE TO SUIT FIELD CONDITIONS
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%%USECTION C-C
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%%UPLUGS
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PLUG AND WOOD BLOCK
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POUR AGAINST UNDISTURBED EARTH
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CARRY TO FIRM GROUND
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%%UVALVES
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%%UVERTICAL DOWNWARD BENDS
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DIMENSION
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DESCRIPTION
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4" DIA.
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TEE
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90%%D BENDS
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45%%D BENDS
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22 1/2%%D BENDS
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11 1/4%%D BENDS
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45%%D BENDS
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PLUGS & VALVES
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22 1/2%%D BENDS
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11 1/4%%D BENDS
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MIN. CONC.* ANCHORAGE
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MIN. CONC.* ANCHORAGE
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MIN. CONC.* ANCHORAGE
AutoCAD SHX Text 0'-7"
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AutoCAD SHX Text 0'-9"
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AutoCAD SHX Text .6 C.Y.
AutoCAD SHX Text .3 C.Y.
AutoCAD SHX Text .2 C.Y.
AutoCAD SHX Text 1'-2"
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6" DIA.
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8" DIA.
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10" DIA.
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12" DIA.
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14" DIA.
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24" DIA.
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1.1 C.Y.
AutoCAD SHX Text .6 C.Y.
AutoCAD SHX Text .3 C.Y.
AutoCAD SHX Text 1'-8"
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1.9 C.Y.
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1.0 C.Y.
AutoCAD SHX Text .5 C.Y.
AutoCAD SHX Text 2'-4"
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2.8 C.Y.
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1.4 C.Y.
AutoCAD SHX Text .7 C.Y.
AutoCAD SHX Text 2'-10"
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3.9 C.Y.
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2.0 C.Y.
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1.0 C.Y.
AutoCAD SHX Text 3'-4"
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AutoCAD SHX Text 3'-10"
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5.2 C.Y.
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2.7 C.Y.
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1.4 C.Y.
AutoCAD SHX Text 6'-4"
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14.9 C.Y.
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7.6 C.Y.
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3.8 C.Y.
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THRUST BLOCKS FOR THE TEES, HORIZONTAL & VERTICAL BENDS AND PLUGS
AutoCAD SHX Text THRUST BLOCKS DESIGN FOR 150 LB. PER SQ. INCH TEST PRESSURE & 2000 LB. PER SQ. FT. SOIL PRESSURE *MIN. CONC. ANCHORAGE WITHOUT BACKFILL AND GROUND WATER CONDITION.
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%%UTHRUST BLOCK DETAILS
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NO SCALE
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HORIZONTAL VERTICAL
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UPWARD
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VERTICAL
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DOWNWARD
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SIZE
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STRAP SIZE
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ANCHOR SCHEDULE FOR
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4" DIA.
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*3 BAR
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6" DIA.
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8" DIA.
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10" DIA.
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12" DIA.
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14" DIA.
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24" DIA.
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*4 BAR
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*5 BAR
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*6 BAR
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*7 BAR
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*8 BAR
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3"X1/2" - FLAT
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VERTICAL DOWNWARD BENDS
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%%UHORIZONTAL & VERTICAL UPWARD BENDS
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POURED AGAINST UNDISTURBED SOIL
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AutoCAD SHX Text Date
AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
AutoCAD SHX Text
ID CHIEF
SHEET 7 OF 29
EXISTING MANHOLE TO REMAIN
REMAIN
CONNECTION TO
TO MANHOLE
PIPE TO
REMAIN
PIPE TO BE
ABANDONED
20"
MINIMUM
(REMOVE A MINIMUM
OF TWO FEET OF
EXISTING PIPE)
MINIMUM
20"
PIPE STUB
DISCONNECTED PIPE
CONCRETE TO EXTEND A MINIMUM OF
TWO INCHES BEYOND MANHOLE TO
PIPE CONNECTION ALL AROUND.
PROVIDE A MASONRY BULKHEAD
AT THE DISCONNECTED PIPE
PRIOR TO PLACING CONCRETE.
READY MIX
CONCRETE
MECHANICAL'
3000 PSI IN 28 DAYS
EXISTING PIPE
PLUG
STORM/SANITARY SEWER PIPE
ABANDONMENT AT A MANHOLE
18" MINIMUM
STORM/SANITARY SEWER
MANHOLE ABANDONMENT
REMOVE MANHOLE FRAME AND COVER
AND RETURN TO JB-MDL AS DIRECTED
21A STONE OR
SELECT FILL
REMOVE MANHOLE TO A
MINIMUM OF THREE FEET
BELOW FINISH GRADE.
(REMOVE ALL GRADE
RINGS.)
FILL MANHOLE SOLID WITH
FLOWABLE FILL READY
MIX CONCRETE. 3000 PSI
IN 28 DAYS
FOR PIPES LESS THAN18" IN DIAMETER
SET MECHANICAL PLUGS INTO ALL
PIPES ENTERING MANHOLES
FOR PIPES 18" AND LARGER PROVIDE
A MASONRY BULKHEAD IN LIEU OF
MECHANICAL PLUGS.
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AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
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ID CHIEF
SHEET 8 OF 29
EXISTING UTILITY/
PROPOSED GRAVITY MAIN
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PROPOSED WATER LINE
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EXISTING SEWER MAIN
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%%UWATER MAIN CROSSING OVER SEWER MAIN
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NO SCALE
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JOINT
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PRESSURE MAIN
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OUTSIDE TO OUTSIDE
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POTABLE
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WASTE WATER
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EXISTING/PROPOSED GRADE
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WASTE WATER
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POTABLE
AutoCAD SHX Text UTILITY CROSSING NOTES: 1. PER NJ ADMIN CODE 7:10-12:36, ALL WATER MAINS AND SANITARY OR INDUSTRIAL SEWER LINES SHALL BE SEPARATED BY A PER NJ ADMIN CODE 7:10-12:36, ALL WATER MAINS AND SANITARY OR INDUSTRIAL SEWER LINES SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 10 FEET. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE WATER AND SEWER LINES SHALL BE IN SEPARATE TRENCHES (STEP TRENCHES ARE PROHIBITED) WITH THE TOP OF THE SEWER LINE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. 2. AT SEWER LINE AND WATER MAIN CROSSINGS, THE TOP OF THE SEWER LINE SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF AT SEWER LINE AND WATER MAIN CROSSINGS, THE TOP OF THE SEWER LINE SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. 3. IF SUCH VERTICAL SEPARATION IS NOT POSSIBLE AND THE SEWER MAIN IS SANITARY, THEN THE WATER LINE SHALL BE SLEEVED A IF SUCH VERTICAL SEPARATION IS NOT POSSIBLE AND THE SEWER MAIN IS SANITARY, THEN THE WATER LINE SHALL BE SLEEVED A DISTANCE OF 5 FEET TO BOTH SIDES OF THE CROSSING. SEWER SERVICE LATERALS ARE NOT SUBJECT TO THIS REQUIREMENT. 4. IF THE EXISTING GRAVITY MAIN IS STORM SEWER, 18 INCHES OF CLEAN GRAVEL BETWEEN THE STORM SEWER AND WATER MAIN IS IF THE EXISTING GRAVITY MAIN IS STORM SEWER, 18 INCHES OF CLEAN GRAVEL BETWEEN THE STORM SEWER AND WATER MAIN IS SUFFICIENT. SEWER SERVICE LATERALS ARE NOT SUBJECT TO THIS REQUIREMENT. 5. SEWERS CROSSING STREAMS AND/OR LOCATED WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, SEWERS CROSSING STREAMS AND/OR LOCATED WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, SHALL BE CONCRETE ENCASED. 6. THE CONSTRUCTION OF SEWER LINES THROUGH STORM SEWER PIPES OR MANHOLES WILL NOT BE APPROVED. THE CONSTRUCTION OF SEWER LINES THROUGH STORM SEWER PIPES OR MANHOLES WILL NOT BE APPROVED. 7. INSTALL A FULL JOINT OF PIPE FOR WHICHEVER MAIN IS LAID SECOND. IT IS TO BE CENTERED AT CROSSING SO THAT THE JOINTS WILL BE AS FAR INSTALL A FULL JOINT OF PIPE FOR WHICHEVER MAIN IS LAID SECOND. IT IS TO BE CENTERED AT CROSSING SO THAT THE JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 8. IF THE SEWER IS EXISTING, THE WATER MAIN SHALL MEET THE MINIMUM CLEARANCE. IF THE SEWER IS EXISTING, THE WATER MAIN SHALL MEET THE MINIMUM CLEARANCE.
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%%UWATER MAIN CROSSING UNDER SEWER MAIN
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NO SCALE
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%%UHORIZONTAL SEPARATION FOR WATER AND SEWER MAINS
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NO SCALE
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%%UPIPE ENCASEMENT FOR INSUFFICIENT CLEARANCE
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NO SCALE
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AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
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ID SECTION
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SHEET 9 OF 29
STANDARD MANHOLE COVER MODEL #1040AGS
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
EAST JORDAN IRON WORKS
00104511
M O
/DAY/YR X
MACHINED SURFACE
BOLT CIRCLE.
ON 32 3/4" DIA
(4) 1" DIA HOLES1045 Z
FRAME SECTION
M
AD
E
IN
U
SA
CONE
TOP OF
REQUIRED AT ALL JOINTS.
APPROVED WATER SEALANT
NOTE:
BY EPOXY
FIRMLY SECURED
ROD TO BE
NUT (TYP.)
ADJUSTMENT
SECURE NUT
MIN. 4"
SECTION
CONE
8" TYP.
BUTYL MASTIC
ADJUSTMENT RING
PRECAST CONCRETE
COATING. (3 TYP.)
STEEL WITH APPROVED
STAINLESS STEEL OR
3/4" THREADED ROD
SECTION
12" MAX
INSTALLATION DETAIL
FOR ALL FRAMES AND COVERS
FLEXIBLE FORMS
CONE
SECTION
TOP OF
CONE
(VIBRATE IN PLACE)
FORM AND FILL WITH
NON-SHRINK GROUT
FOR SLOPE ADJUSTMENT
INSTALLATION DETAIL
ADJUSTMENT
NUT (TYP.)
AGENT TO BOTTOM OF FRAME
APPLY CONCRETE BONDING
SECTION
27 1/2" DIA
26 1/4" DIA
24" DIA
28 7/16" DIA
36" DIA
7"
1 1/2"
5/8"
WATERTIGHT MANHOLE FRAME MODEL #1045Z
BY EAST JORDAN IRON WORKS, INC. OR EQUIVALENT.
NOTES:
1. ALL MANHOLE FRAMES AND COVERS SHALL BE EAST
JORDAN IRON WORKS, INC. WATERTIGHT MANHOLE FRAME
MODEL #1045Z, WATERTIGHT COVER MODEL #1040AGS AND
BOLT-DOWN MANHOLE COVER MODEL #1040ACLGS, OR
APPROVED EQUAL. BOLT-DOWN MODEL TO BE USED IN
AREAS SUBJECTED TO FLOODING OR AS DIRECTED BY THE
COR.
2. STEPS TO BE VERTICALLY ALIGNED.
3. THE ENTIRE MANHOLE STRUCTURE INCLUDING FRAME AND
COVER SHALL BE INSTALLED BEFORE CUTTING THE TOP OF
THE SEWER PIPE IN THE MANHOLE. COR INSPECTOR TO BE
PRESENT DURING INSTALLATION.
4. THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH
THE OPENING OF THE MANHOLE STRUCTURE AND BOLTED
IN PLACE.
5. RISER AND OTHER SECTIONS SHALL NOT BE INSTALLED FOR
A MINIMUM OF 24 HOURS AFTER POURING OF BASE,BENCH,
& INVERT.
6. GROUT ANNULAR SPACE BETWEEN PIPE AND PRECAST
MANHOLE ON INSIDE OF MANHOLE.
1/4" DIA
NEOPRENE GASKET
WATERTIGHT
SANITARY MANHOLE COVER
STANDARD SANITARY MANHOLE COVER
FOR CAM
STOP LUGS
MO/DA/YR X
001043XX
OF COVER
BOTTOM VIEW
ASTM A48 CL35B
1040ACLGS
EAST JORDAN IRON WORKS
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
1. BOLT-DOWN MANHOLE COVER MODEL #1040ACLGS
2. BOLT-DOWN MANHOLE COVERS TO BE USED IN
AREAS SUBJECT TO FLOODING, SUCH AS ALONG
STREAM OR CREEK BANKS, OR AS DIRECTED BY
THE AUTHORITY.
MACHINED SURFACE
PICKBAR DETAIL
9/16"
1 5/8"
3 13/16"
1 3/8"
1/2" .63 DIA. STAINLESS
STEEL ROD
O.D. OF GKT GROOVE
Ø25"
Ø22 13/16"
3 1/8" 1/2"
13/16" 1 1/2"
DIAMETER
1/4"
SECTION VIEW
NEOPRENE
GASKET
1 1/2" [38mm]
SEE DETAIL
(2) PICKBARS
TEXTURE
NON-SLIP
CLOSED
(2)
(RECESSED
2" (51mm)
LETTERS
FLUSH)
PLAN VIEW
2" (51mm)
(RECESSED
1" [25mm]
PICKHOLES
LETTERS
FLUSH)
JB
MDL
Ø 26"
1/4" DIA
NEOPRENE GASKET
MACHINED SURFACE
9/16"
1 5/8"
3 13/16"
1 3/8"
1/2" .63 DIA. STAINLESS
STEEL ROD
O.D. OF GKT GROOVE
Ø25"
Ø22 13/16"
3 1/8" 1/2"
13/16" 1 1/2"
DIAMETER
1/4"
SECTION VIEW
NEOPRENE
GASKET
Ø 26"
1/4" DIA
NEOPRENE GASKET
STANDARD STORM WATER MANHOLE COVER
FOR CAM
STOP LUGS
MO/DA/YR X
001043XX
OF COVER
BOTTOM VIEW
ASTM A48 CL35B
1040ACLGS
EAST JORDAN IRON WORKS
BOLT-DOWN MANHOLE COVER
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
1. BOLT-DOWN MANHOLE COVER MODEL #1040ACLGS
2. BOLT-DOWN MANHOLE COVERS TO BE USED IN
AREAS SUBJECT TO FLOODING, SUCH AS ALONG
STREAM OR CREEK BANKS, OR AS DIRECTED BY
THE AUTHORITY.
MACHINED SURFACE
PICKBAR DETAIL
9/16"
1 5/8"
3 13/16"
1 3/8"
1/2" .63 DIA. STAINLESS
STEEL ROD
O.D. OF GKT GROOVE
Ø25"
Ø22 13/16"
3 1/8" 1/2"
13/16" 1 1/2"
DIAMETER
1/4"
SECTION VIEW
NEOPRENE
GASKET
1 1/2" [38mm]
SEE DETAIL
(2) PICKBARS
TEXTURE
NON-SLIP
CLOSED
(2)
(RECESSED
2" (51mm)
LETTERS
FLUSH)
PLAN VIEW
2" (51mm)
(RECESSED
1" [25mm]
PICKHOLES
LETTERS
FLUSH)
JB
MDL
Ø 26"
1/4" DIA
NEOPRENE GASKET
MACHINED SURFACE
9/16"
1 5/8"
3 13/16"
1 3/8"
1/2" .63 DIA. STAINLESS
STEEL ROD
O.D. OF GKT GROOVE
Ø25"
Ø22 13/16"
3 1/8" 1/2"
13/16" 1 1/2"
DIAMETER
1/4"
SECTION VIEW
NEOPRENE
GASKET
Ø 26"
PICKBAR DETAIL
BOLT-DOWN MANHOLE COVER
WATERTIGHT
STORM WATER MANHOLE COVER
STANDARD MANHOLE COVER MODEL #1040AGS
BY EAST JORDAN IRON WORKS, INC OR EQUIVALENT.
3/4" THREADED ROD
STAINLESS STEEL OR
STEEL WITH APPROVED
COATING. (3 TYP.)
SERVICE CONNECTION
FLEXIBLE BOOT
4"MIN.
PER 1'
4.00'
A
4.00'
MAX
1.33'
SLOPE 1"
4.00'
8"Min. 2.50'8"
8" MIN.
VARIES
VARIES
A
GRADE RING IF NECESSARY
VARIES
VARIES
VARIES
1.00' MAX.
3/4" THREADED RODS
SLOPE 1"
PER 1'
4' STANDARD MANHOLE
FOR PIPE 15" OR SMALLER
BUTYL MASTIC JOINT SEALER (NO
MORTAR) BETWEEN F&C AND M.H.
TOP AND BETWEEN GRADE RINGS
STEP SHALL BE
ALLIGNED VERTICALLY
BUTYL MASTIC JOINT SEALER OR GASKETS
MEETING ASTM C443 AND ASTM C1244
TESTING STANDARD (NO MORTAR)
6" MIN. STONE BASE
#57 OR EQUIVALENT
MINIMUM SLOPE
SERVICE CONNECTION
FOR 4"=1/4" PER 1' &
6"=1/8" PER 1'
STAINLESS STEEL BAND
CONCENTRIC MANHOLE
WITH PRECAST INVERT
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AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
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ID CHIEF
SHEET 10 OF 29
NON-WATERTIGHT FRAME & COVER
MIN.
6"
12" MIN.
1/2" GALVANIZED
STEEL OR COPPER
PIPING.
PROVIDE SCREEN
2" GATE VALVE
2" CORP STOP
AUTOMATIC AIR/VACUUM RELEASE ASSEMBLY
FOR USE ON SANITARY SEWER FORCE MAIN
4.00'
1.00' MAX.
4"MIN. VARIES
VARIES
.67'.67'2.50'
AA
4.0'
SECTION A-A
VARIES
VARIES
1.33'
MAX
6" MIN. STONE BASE
#57 OR EQUIVALENT.
12"
12"
18"
18"
18"
WATERSTOP
REINFORCEMENT
DOGHOUSE MANHOLE
FOR PIPE 15" OR SMALLER
TESTING STANDARD (NO MORTAR)
MEETING ASTM C443 AND ASTM C1244
BUTYL MASTIC JOINT SEALER OR GASKETS
BASE POURED IN
FIELD 3000 P.S.I. @ 28
DAYS WITH WATER
STOP AROUND PIPE.
INVERTS WILL BE THE SAME
SIZE AS THE PIPE AND TEST-
ING EQUIPMENT.
BUTYL MASTIC JOINT SEALER (NO
MORTAR) BETWEEN F&C AND M.H.
TOP AND GRADE RINGS.
BASE REINFORCEMENT: TWO LAYERS OF #4
BARS @ 6" O.C. EACH WAY IN TWO LAYERS W/
VERT. BARS @ EDGE
BASE, BENCH, & INVERT
TO BE SINGLE POUR.
3,000 P.S.I. @ 28 DAYS
3/4" THREADED RODS SEE
INSTALLATION DETAIL
GRADE RING; IF NECESSARY,
MUST BE THE SAME WALL
THICKNESS AS STRUCTURES
SADDLES MUST BE USED WITH ALL PLASTIC & CLASS 50 DUCTILE IRON PIPE 4" AND LARGER IN DIAMETER. TEES WITH THE BRANCH LEG OF 2" SHALL BE USED FOR ALL FORCE MAINS LESS THAN 4" IN DIAMETER. A 2" DIAMETER PORT SHALL BE PROVIDED FROM THE FORCE MAIN TO AIR/VACUUM VALVE.
4' DIA. PRECAST WATER VALVE
VAULT OR PRECAST MANHOLE
SECTION(S) IF OVER 4' DEEP
CRISPIN
MODEL 20S
6" MINIMUM BEDDING
NO. 57 STONE
SEWER FORCE MAIN
EMBED BASE
5.1cm (2") IN CONCRETE
CAST-IN-PLACE
CONCRETE BASE
W/ #4 AT 30.5cm (12") EW
CONCRETE
INVERT
15.2cm (6") MIN. COMPACTED
GRANULAR FOUNDATION
SEAL ANNULAR
SPACE BETWEEN
DOGHOUSE OPENING
AND EXISTING PIPE
WITH HYDRAULIC
CEMENT
SEWER LINE
SANITARY DOGHOUSE MANHOLE
FORCE MAIN, OVER 4' IN DEPTH
6" MINIMUM NO. 57 CRUSHED STONE
EXISTING GRADE
2" Ø VALVE
2" Ø CORP STOP
AIR RELEASE VALVE CHAMBER
AIRFIELD DETAIL
WATERTIGHT
FRAME & COVER
CONCRETE PAD
10' X 10' X 8", 2 ROWS OF
6X6 W4XW4
N.T.S.
12" MIN.
1/2" Ø VALVE
1/2" Ø VALVE
CRISPIN
MODEL 20S
2" Ø RISER PIPE
PIPE BRACKET
6" MINIMUM NO. 57 CRUSHED STONE
12" GRANULAR FILL OR COMPACTED SUBGRADE
PIPE SHALL BE JOINED TO
THE MANHOLE WITH A
GASKETED FLEXIBLE
WATERTIGHT CONNECTION
8" Ø CAST IRON
DRAIN GRATE,
H20 LOAD RATING
BREATHER VENT
INSTALL FILTER FABRIC
BETWEEN GRAVEL
AND CONCRETE SLAB
FORCE MAIN, OVER 4' IN DEPTH
6" MINIMUM NO. 57 CRUSHED STONE
EXISTING GRADE
3'
0"
4" Ø 316 STAINLESS STEEL VENT
BIRDSCREEN
12" MIN.
2" Ø VALVE
2" Ø CORP STOP
1/2" Ø VALVE
1/2" Ø VALVE
CRISPIN
MODEL 20S
AIR RELEASE VALVE CHAMBER
FM OVER 4' IN DEPTH
WATERTIGHT
MANHOLE COVER
4' Ø
2" Ø RISER PIPE
CONCRETE PAD
10' X 10' X 4"
N.T.S.
PIPE BRACKET
PIPE SHALL BE JOINED TO
THE MANHOLE WITH A
GASKETED FLEXIBLE
WATERTIGHT CONNECTION
6" MINIMUM NO. 57
CRUSHED STONE
6"
12" GRANULAR FILL OR COMPACTED SUBGRADE
6X6 W4XW4
WELDED WIRE
MESH, 2" COVER
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SANITARY/STORM SEWER
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NEW PIPE
AutoCAD SHX Text 20.3cm (8") MIN.
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COLUMN
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CONC. WALL
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VERT. PIPE
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PIPE BRACKET WITH A RUBBER GASKET
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VERTICAL PIPE HANGER DETAIL
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PIPE BRACKETS ANCHORED
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2" WIDE STAINLESS STEEL STRAPS WITH STAINLESS STEEL PIPE CLAMPS
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TO WALL WITH 3/8"
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STAINLESS STEEL ANCHOR BOLTS
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AutoCAD SHX Text Approved
AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
AutoCAD SHX Text
ID SECTION
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ID CHIEF
SHEET 11 OF 29
GENERAL NOTES:
1. ALL EDGES TO BE CHAMFERED 1 INCH.
2. FOR ARCH PIPE USE LENGTH OF HEADWALL
AS 3H +SPAN
3. FOR MORE THAN ONE PIPE A MINIMUM OF
ONE FOOT APART (OUTSIDE BARREL TO
OUTSIDE BARREL); THE ENDS OF THE
HEADWALL SHALL BE SET CONTROLLING PIPE.
4. REFERENCE SHEET T-4 FOR STORMWATER OUTFALL
PROTECTION DETAIL (CD-601-2.4)
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STORM SEWER
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RIP-RAP APRON DETAIL
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NOT TO SCALE
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18" MIN. RIP-RAP
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(PER NJDOT SECTION
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901.17 D50=6")
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13' MIN. (OR AS SHOWN ON PLANS)
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SEE END SECTION/ END CRADLE DETAIL (WHERE SHOWN ON PLANS)
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STORM OUTLET
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EXTEND RIP-RAP 1/2 WAY UP PIPE
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FILTER FABRIC
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6" STONE BEDDING, DGA
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4" TOPSOIL
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PIPE DIAMETER PER PLAN
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EXISTING GROUND
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(OR AS SHOWN ON PLANS)
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(OR AS SHOWN ON PLANS)
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AutoCAD SHX Text U.S. AIR FORCE 787th CIVIL ENGINEER SQUADRAN JB-MDL, NEW JERSEY
AutoCAD SHX Text Sheet reference number:
AutoCAD SHX Text UTILITIES IDIQ CONTRACT AT JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
AutoCAD SHX Text 05-08-2024
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ID SECTION
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ID CHIEF
SHEET 12 OF 29
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