773 Salem Street-Wilmington, MA I 153 Cranberry Hwy-Rochester, MA I 87 Haverhill Road-Amesbury, MA I 160 Old Turnpike Rd-Nottingham, NH
Specifications subject to change without notice
AutoCAD SHX Text
Specifications subject to change without notice
AutoCAD SHX Text
773 Salem Street-Wilmington, MA | 153 Cranberry Hwy-Rochester, MA | 87 Haverhill Road-Amesbury, MA | 160 Old Turnpike Rd-Nottingham, NH | 160 Old Turnpike Rd-Nottingham, NH
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WEIGHT (LBS):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
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PAGE:
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DRAWN BY:
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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
AutoCAD SHX Text
www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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EVERSOURCE-MA MANHOLE M1205 COVER ONLY
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NSM1205
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10800
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ES-MA M1205
AutoCAD SHX Text
L.P.
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9/1/2017
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II.B.5-3.B.5-3
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PLAN
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40"x40" OPENING
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38"x50" OPENING
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38"x50" OPENING
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SECTION
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 ". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 ". 12". 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
(24) %" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
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SHORT WALLS ARE MIRROR IMAGES.
ES-MA M1205 L.P.
DATE: 9/1/2017 PAGE:
{POLYPROPYLENE) PULLING IRON W/ COVERS
13" SQ. x 4" SUMP
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773 Salem Street-Wilmington, MA I 153 Cranberry Hwy-Rochester, MA I 87 Haverhill Road-Amesbury, MA 160 Old Turnpike Rd-Nottingham, NH
Specifications subject to change without notice
AutoCAD SHX Text
Specifications subject to change without notice
AutoCAD SHX Text
773 Salem Street-Wilmington, MA | 153 Cranberry Hwy-Rochester, MA | 87 Haverhill Road-Amesbury, MA | 160 Old Turnpike Rd-Nottingham, NH | 160 Old Turnpike Rd-Nottingham, NH
AutoCAD SHX Text
WEIGHT (LBS):
AutoCAD SHX Text
SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
AutoCAD SHX Text
www.sheaconcrete.com
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1205 7' W X 13' L X 8' H
AutoCAD SHX Text
NSM1205
AutoCAD SHX Text
46000
AutoCAD SHX Text
ES-MA M1205
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/1/2017
AutoCAD SHX Text
II.B.5-2.B.5-2
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
SHORT WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
LONG WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
12" RECESSED NEW P1-2(POLYPROPYLENE) PULLING IRON W/ COVERS
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
(8) " BONDING 14" BONDING INSERTS AROUND EACH KNOCKOUT
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
13" SQ. x 4" SUMP
AutoCAD SHX Text
(24) " DIA THREADED STEEL 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
4/0 COPPER GROUND WIRE SHALL BE TIED TO THE WALL REBAR AS SHOWN IN DETAIL "A", SHEET 5 OF NSTAR STANDARD, TYPICAL
II .B.5-1 773 Salem Street-Wilmington, MA I 153 Cranberry Hwy-Rochester, MA I 87 Haverhill Road-Amesbury, MA 160 Old Turnpike Rd-Nottingham, NH
Specifications subject to change without notice
AutoCAD SHX Text
Specifications subject to change without notice
AutoCAD SHX Text
773 Salem Street-Wilmington, MA | 153 Cranberry Hwy-Rochester, MA | 87 Haverhill Road-Amesbury, MA | 160 Old Turnpike Rd-Nottingham, NH | 160 Old Turnpike Rd-Nottingham, NH
AutoCAD SHX Text
WEIGHT (LBS):
AutoCAD SHX Text
SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
AutoCAD SHX Text
www.sheaconcrete.com
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1205 7' W X 13' L X 8' H
AutoCAD SHX Text
NSM1205
AutoCAD SHX Text
46000
AutoCAD SHX Text
ES-MA M1205
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/1/2017
AutoCAD SHX Text
II.B.5-1.B.5-1
AutoCAD SHX Text
A
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PLAN
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A
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B
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B
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13" SQ. x 4" SUMP W/ INSTALLED HEAVY DUTY NON-METALLIC GRATING
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40"x40" OPENING
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38"x50" OPENING
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12" RECESSED NEW P1-2(POLYPROPYLENE) PULLING IRON W/ COVERS (INSTALLED IN FLOOR SLAB 3 PLACES)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE SHALL BE TIED TO THE WALL REBAR AS SHOWN IN DETAIL "A", SHEET 5 OF NSTAR STANDARD, TYPICAL.
AutoCAD SHX Text
38"x50" OPENING
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 ". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 ". 12". 5. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. 6. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL. 7. RACKING/STANCHIONS SOLD SEPARATELY. RACKING/STANCHIONS SOLD SEPARATELY.