r-~ SHEANe;t;9!~n:t-~:;;r(~~~tr ~ J CONCRETE PRODUCTS www.sheaconcrete.com

MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913

EVERSOURCE-MA M12O5 COVER

MANHOLE ONLY

14'-o"

I I -

• ~

• ~ v I I . N ~

-

-

• l 40"x4o" •

l 3a"x5O" v (N

l 3a"x5O" • I I 0

;.-, OPENING 7 ~ I OPENING 7 OPENING 7 io

-

-

3'-2" 1'-3" 3'-4" 1'-3" 3'-2"

-

~ ~ 11" 11"

PLAN

SECTION

NOTES:

1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 t. 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1 •• BUTYL RUBBER OR APPROVED EQUAL

NSM 1205 FILE NAME: ES-MA M 1205 ~ ,__WE-IG-HT-(LB-S~): ___ 1_O_8_O_O __ .....,_D~RA=w~N ~BY~:--L-_-P-.--=11DA=rE~:-9_/_1_/_2_0_1_7_~1=1pA~GE~: --I-I-. -B-. 5 ___ 3__, "EP!1!;! SHEA PRODUCT ID:

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

r- ~SHEANe;t;9!~n:t-~:;;r(~~~tr EVERSQLJRCE-MA MANHOLE ~ ..J CONCRETE PRODUCTS www.sheaconcrete.com M 1 2 Q 5 7' W X 1 3' L X 8' H

MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913

(24) %" DIA THREADED STEEL INSERT (BOTH LONG WALLS)

• 0 I . ~ +----

• N I

. ,

0 •

6" ~

;

3 POSITION STANCHION (TYP.)

0 4/0 BARE

~ ~ ':,t- (0

0 . I ~ ~ ~

[ COPPER

0 - GROUND WIRE

SHEA PRODUCT ID:

WEIGHT (LBS):

• 0 ~

I ir)

• DJ

' 0

1 '-11" 1'-8"

. "--. .

0

1'-8" 1'-8" 1'-8"

. ' . ,

: '

SECTION A-A LONG WALLS ARE MIRROR IMAGES •

• 0

·' .-------,,---.---.-----+--2•_-_1 .... " ,"T"""",,--,,,-----,/ SEPARATE 12" TOP SLAB

, ;' t •1 .. '··•

(8) ¼" BONDING INSERTS AROUND EACH KNOCKOUT

• N I

':,t-

• 0 • I

4/0 BARE COPPER GROUND WIRE -,-t-4t---_

NSM1205 46000

• (0

I ':,t-

FILE NAME:

DRAWN BY:

2'-1" • N

• O> ------+--+--½"~ RECESSED NEW P1-2

I ':,t-

• DJ I

N

' .. SECTION 8-8

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

I I .B.5-2

• 0 I

io

• DJ I

O>

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

r-~ SHEANe;t;9!~n:t-~:;;r(~~~tr ~ J CONCRETE PRODUCTS www.sheaconcrete.com

MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913

EVERSOURCE-MA MANHOLE M 1 205 7' W X 1 3' L X 8' H

13" SQ. x 4" SUMP W/ INSTALLED HEAVY DlfTY NON-METALLIC GRATING

14'-o"

13'-o"

B 2' -0"

½"• RECESSED NEW P1-2 (POLYPROPYLENE) PULLING IRON W/ COVERS (INSTALLED IN FLOOR SLAB 3 PLACES)

r--- -c:.::i-----c:r- ::i----- :r----- ,----.-----~ I I • •

,l .... 0 I ....

(I ('I I

I I . I I

.... A I I

I I 12) I I I I I I ,1 • ~ "<t

I I i<"l --_j_

L 38"xso" OPENING:]'

3' -2" 1'-3"

. ....

• N I

L 4o"x4o" ;..

OPENING :]'

3'-4" 1' -3"

L 38"xso" OPENING:]'

3' -2"

I I 1-,. 11 I I I I I I I I I I I I I I I) ( I

+-I I I I I I I I I I

A

J • • Oo I I

j,.... (0

_____ r~ _____ c1 ____ ...r_"L. _______ ...r_"L. ____ r~ _____ c1 _____ J ----.--------;--~

5"

B

PLAN

NOTES:

1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1 f. 5. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL 6. CONSTRUCTION JOINT SHALL BE SEALED WITH 1 "• BUTYL RUBBER OR APPROVED EQUAL 7. RACKING/STANCHIONS SOLD SEPARATELY.

SHEA PRODUCT ID: NSM1205

FILE NAME: ES-MA M1205 WEIGHT (LBS): 46000 DRAWN BY:

L.P. DATE: 9/1/2017 PAGE:

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