12/03/2018 TABLE OF CONTENTS - Shea ConcreteUTILITY PRODUCT CATALOG 2018 A TRADITION OF STRENGTH a...
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12/03/2018 TABLE OF CONTENTS TITLE PAGE FILE NAME REV. DATE Page 1 of 5 SECTION I – SHEA STANDARDS A. LIGHT POLE BASES ROUND LIGHT POLE BASE ......................................................... I.A.1 LPBRNDXHEIGHT 01/10/2018 SQUARE LIGHT POLE BASE ....................................................... I.A.2 LPBSQXHEIGHT 01/10/2018 B. HANDHOLES 12” X 12” X 20.5” ........................................................................... I.B.1 HANDHOLE 12X12 01/15/2018 12” X 24” X 33” .............................................................................. I.B.2 HANDHOLE 12X24 01/15/2018 24” X 24” X 24” ............................................................................... I.B.3 HANDHOLE 24X24 01/15/2018 36” X 36” H-10................................................................................. I.B.4 HANDHOLE 36X36 H-10 12/03/2018 36” X 36” H-20................................................................................. I.B.5 HANDHOLE 36X36 H-20 01/16/2018 4’ X 4’ X 4’ ...................................................................................... I.B.6 HANDHOLE 48 X 48 11/13/2018 PULLBOX 5’ X 5’ X 5’ ................................................................... I.B.7 PULLBOX 5X5X5 02/05/2018 C. MANHOLES 3’ X 3’ X 2’-6” ................................................................................. I.C.1 MH 3X3X2-6 02/05/2018 4’ X 4’ X 4’ ...................................................................................... I.C.2 MH 4X4X4 02/05/2018 4’ X 6’ X 6’ ...................................................................................... I.C.3 MH 4X6X6 02/05/2018 4’ X 6’ X 7’ ...................................................................................... I.C.4 MH 4X6X7 02/05/2018 4’ X 8’ X 6’ ...................................................................................... I.C.5 MH 4X8X6 02/05/2018 4’ X 8’ X 7’ ...................................................................................... I.C.6 MH 4X8X7 02/05/2018 5’ X 5’ X 5’ ...................................................................................... I.C.7 MH 5X5X5 11/13/2018 5’ X 7’ X 6’-6” ................................................................................. I.C.8 MH 5X7X6-6 02/05/2018 5’ X 10’ X 7’ .................................................................................... I.C.9 MH 5X10X7 02/05/2018 6’ X 6’ X 7’ ...................................................................................... I.C.10 MH 6X6X7 02/05/2018 6’ X 8’ X 7’…………………………………………………………I.C.11 MH 6X8X7 11/13/2018 6’ X 12’ X 7’ .................................................................................... I.C.12 MH 6X12X7 02/06/2018 8’ X 8’ X 8’ ...................................................................................... I.C.13 MH 8X8X8 02/06/2018 D. CABLE TRENCHES CABLE TRENCH 20X15 MEDIUM DUTY ................................... I.D.1 CT 20X15MD 06/06/2018 CABLE TRENCH 20X16 HEAVY DUTY...................................... I.D.2 CT 20X16HD 06/06/2018 CABLE TRENCH 24X15 MEDIUM DUTY ................................... I.D.3 CT 24X15MD 06/06/2018 CABLE TRENCH 30X15 MEDIUM DUTY ................................... I.D.4 CT 30X15MD 06/06/2018 CABLE TRENCH 30X16 HEAVY DUTY...................................... I.D.5 CT 30X16HD 06/06/2018 STANDARD CABLE TRENCH 2’2” X 3’ X 8’ ............................. I.D.6 CT 26X36HD 06/06/2018 E. MISCELLANEOUS THRUST BLOCKS .......................................................................... I.E.1 THRUST BLOCKS 06/07/2018 PROPANE AND GENERATOR PADS .......................................... I.E.2 PROPANE PADS 06/07/2018 SECTION II – EVERSOURCE MASSACHUSETTS A. ACCESSORIES EVERSOURCE – MA STANCHIONS............................................ II.A.1 ES-MA GALVANIZED STANCHIONS 08/21/2017
Transcript of 12/03/2018 TABLE OF CONTENTS - Shea ConcreteUTILITY PRODUCT CATALOG 2018 A TRADITION OF STRENGTH a...
12/03/2018 TABLE OF CONTENTS
TITLE PAGE FILE NAME REV. DATE
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SECTION I – SHEA STANDARDS
A. LIGHT POLE BASES ROUND LIGHT POLE BASE ......................................................... I.A.1 LPBRNDXHEIGHT 01/10/2018 SQUARE LIGHT POLE BASE ....................................................... I.A.2 LPBSQXHEIGHT 01/10/2018 B. HANDHOLES
12” X 12” X 20.5” ........................................................................... I.B.1 HANDHOLE 12X12 01/15/2018 12” X 24” X 33” .............................................................................. I.B.2 HANDHOLE 12X24 01/15/2018 24” X 24” X 24” ............................................................................... I.B.3 HANDHOLE 24X24 01/15/2018 36” X 36” H-10 ................................................................................. I.B.4 HANDHOLE 36X36 H-10 12/03/2018 36” X 36” H-20 ................................................................................. I.B.5 HANDHOLE 36X36 H-20 01/16/2018 4’ X 4’ X 4’ ...................................................................................... I.B.6 HANDHOLE 48 X 48 11/13/2018 PULLBOX 5’ X 5’ X 5’ ................................................................... I.B.7 PULLBOX 5X5X5 02/05/2018 C. MANHOLES
3’ X 3’ X 2’-6” ................................................................................. I.C.1 MH 3X3X2-6 02/05/2018 4’ X 4’ X 4’ ...................................................................................... I.C.2 MH 4X4X4 02/05/2018 4’ X 6’ X 6’ ...................................................................................... I.C.3 MH 4X6X6 02/05/2018 4’ X 6’ X 7’ ...................................................................................... I.C.4 MH 4X6X7 02/05/2018 4’ X 8’ X 6’ ...................................................................................... I.C.5 MH 4X8X6 02/05/2018 4’ X 8’ X 7’ ...................................................................................... I.C.6 MH 4X8X7 02/05/2018 5’ X 5’ X 5’ ...................................................................................... I.C.7 MH 5X5X5 11/13/2018 5’ X 7’ X 6’-6” ................................................................................. I.C.8 MH 5X7X6-6 02/05/2018 5’ X 10’ X 7’ .................................................................................... I.C.9 MH 5X10X7 02/05/2018 6’ X 6’ X 7’ ...................................................................................... I.C.10 MH 6X6X7 02/05/2018 6’ X 8’ X 7’…………………………………………………………I.C.11 MH 6X8X7 11/13/2018 6’ X 12’ X 7’ .................................................................................... I.C.12 MH 6X12X7 02/06/2018 8’ X 8’ X 8’ ...................................................................................... I.C.13 MH 8X8X8 02/06/2018 D. CABLE TRENCHES CABLE TRENCH 20X15 MEDIUM DUTY ................................... I.D.1 CT 20X15MD 06/06/2018 CABLE TRENCH 20X16 HEAVY DUTY...................................... I.D.2 CT 20X16HD 06/06/2018 CABLE TRENCH 24X15 MEDIUM DUTY ................................... I.D.3 CT 24X15MD 06/06/2018 CABLE TRENCH 30X15 MEDIUM DUTY ................................... I.D.4 CT 30X15MD 06/06/2018 CABLE TRENCH 30X16 HEAVY DUTY...................................... I.D.5 CT 30X16HD 06/06/2018 STANDARD CABLE TRENCH 2’2” X 3’ X 8’ ............................. I.D.6 CT 26X36HD 06/06/2018 E. MISCELLANEOUS
THRUST BLOCKS .......................................................................... I.E.1 THRUST BLOCKS 06/07/2018 PROPANE AND GENERATOR PADS .......................................... I.E.2 PROPANE PADS 06/07/2018
SECTION II – EVERSOURCE MASSACHUSETTS
A. ACCESSORIES EVERSOURCE – MA STANCHIONS ............................................ II.A.1 ES-MA GALVANIZED STANCHIONS 08/21/2017
UTILITY PRODUCT CATALOG 2018
A TRADITION OF ST RENGTH
a
24" dia x 6' tall
1" pvc
4" pvc
8' x 8' x 12" thick7' x 11' x 9' tall
(4)4) 4"
5' x 5' x 5' tall
shorten trench in these directions
no curb
no curb
curb along here
lperos
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B. MANHOLES
M1201 4’W X 4’L X 4’H ................................................................. II.B.1 ES-MA M1201 08/21/2017 M1202 4’W X 6’L X 6’H ................................................................. II.B.2 ES-MA M1202 08/21/2017 M1203 6’W X 10’L X 6’H ............................................................... II.B.3 ES-MA M1203 08/23/2017 M1204 6’W X 10’L X 8’H ............................................................... II.B.4 ES-MA M1204 08/23/2017 M1205 7’W X 13’L X 8’H ............................................................... II.B.5 ES-MA M1205 09/01/2017 M1207 3’W X 3’L X 4’H ................................................................. II.B.6 ES-MA M1207 09/08/2017 M1208 4’W X 4’L X 4’H ................................................................. II.B.7 ES-MA M1208 09/08/2017 M1209 5’W X 7’L X 6’-6”H ............................................................ II.B.8 ES-MA M1209 09/15/2017 M1210 5’W X 10’L X 7’H ............................................................... II.B.9 ES-MA M1210 09/22/2017 M1211 10’W X 13’L X 6’-6”H ........................................................ II.B.10 ES-MA M1211 09/22/2017 M1212 10’W X 13’L X 8’H ............................................................. II.B.11 ES-MA M1212 09/22/2017 M1214 8’W X 14’L X 8’H ............................................................... II.B.12 ES-MA M1214 09/22/2017 M1215 6’W X 13’L X 6’-6”H .......................................................... II.B.13 ES-MA M1215 12/08/2017 M1216 5’W X 5’L X 5’H ................................................................. II.B.14 ES-MA M1216 12/08/2017 M1220 5’W X 5’L X 4’-6H .............................................................. II.B.15 ES-MA M1220 12/18/2017 C. TRANSFORMER PADS
3801-1 6’ X 6’-6” X 12” ................................................................... II.C.1 ES-MA TP 3801-1 12/18/2017 3801-2 8’ X 8’ X 12” ........................................................................ II.C.2 ES-MA TP 3801-2 12/18/2017 3803 6’-5” X 7’ X 12” ...................................................................... II.C.3 ES-MA TP 3803 12/19/2017 3808 6’-5” X 7’-2” X 12” ................................................................. II.C.4 ES-MA TP 3808 12/19/2017 D. TRANSFORMER VAULTS
SINGLE PHASE 45” X 45” X 48”................................................... II.D.1 ES-MA 1PH XFMR VAULT 12/03/2018 3 PHASE 72” X 72” X 48” ............................................................... II.D.2 ES-MA 3PH XFMR VAULT 12/03/2018 1000KVA XFMR VAULT 84” X 90” X 52” ................................... II.D.3 ES-MA 1000KVA XFMR VAULT 12/03/2018 3801-1 XFMR VAULT 6’ X 6’-6” X 4’-4” ..................................... II.D.4 ES-MA 3801-1 XFMR VAULT 12/19/2017 3801-2 XFMR VAULT 8’ X 8’ X 4’-4” .......................................... II.D.5 ES-MA 3801-2 XFMR VAULT 12/19/2017
SECTION III – EVERSOURCE NEW HAMPSHIRE
A. MISCELLANEOUS
53-125 SINGLE PHASE SECTOR CABINET ................................ III.A.1 ES-NH 53-125 SECTOR CAB 01/03/2018 53-128 SINGLE PHASE SECTOR CABINET ................................ III.A.2 ES-NH 53-128 SECTOR CAB 01/03/2018 PULLBOX (GRASSY AREA) ......................................................... III.A.3 EVERSOURCE PULLBOX GRASSY AREA 01/05/2018 SPLICE PIT ...................................................................................... III.A.4 EVERSOURCE_SPLICE PIT 11/28/2017 B. MANHOLES
R10001-1 6’W X 12’L X 7’H ........................................................... III.B.1 ES-NH MH R10001-1 05/29/2018 R10001-2 6’W X 12’L X 7’H ........................................................... III.B.2 ES-NH MH R10001-2 07/25/2017 R10001-3 6’W X 12’L X 7’H ........................................................... III.B.3 ES-NH MH R10001-3 07/14/2015 C. TRANSFORMER PADS
53-102 TRANSFORMER PAD 25-75 KVA .................................... III.C.1 ES-NH TP 53-102 01/02/2018 53-102L TRANSFORMER PAD 100 TO 250 KVA ....................... III.C.2 ES-NH TP 53-102L 01/02/2018 53-111 TRANSFORMER PAD 75-500 KVA .................................. III.C.3 ES-NH TP 53-111 03/21/2018 53-116 3-PHASE TRANSFORMER PAD 750-2000 KVA ............. III.C.4 ES-NH TP 53-116 03/21/2018
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SECTION IV – NATIONAL GRID
A. HANDHOLES 38” X 54” X 24” UM19 .................................................................... IV.A.1 NGHH38X54-24 12/21/2017 38” X 54” X 48” UM19 .................................................................... IV.A.2 NGHH38X54-48 12/21/2017 B. LIGHT POLE BASES
24” SQUARE X 48” H SF01 ............................................................ IV.B.1 NGMS6640LPB 12/21/2017 24” SQUARE X 48” H SF02 ............................................................ IV.B.2 NGMS6641LPB 12/21/2017 24” SQUARE X 48” H SF03 ............................................................ IV.B.3 NGMS6642LPB 12/21/2017 24” SQUARE X 60” H SF10 ............................................................ IV.B.4 NGMS6650LPB 12/21/2017 24” SQUARE X 60” H SF11 ............................................................ IV.B.5 NGMS6651LPB 12/21/2017 C. UTILITY MANHOLES
6’ X 13’ X 6’-6” UM22 .................................................................... IV.C.1 NGRID UM22 12/22/2017 3-WAY MANHOLE 10’ X 13’ X 6’-6” UM23 ............................... IV.C.2 NGRID UM23 12/27/2017 5’ X 9’ X 7’ UM39 ........................................................................... IV.C.3 NGRID UM39 12/27/2017 D. SWITCHGEAR
6’ X 13’ X 6’-6” UM20 .................................................................... IV.D.1 NGSWITCHGEARMH 01/02/2017 7’ X 14’ X 6’-6” UM21 .................................................................... IV.D.2 NG_LARGESWITCHGEAR_MH 01/02/2017 SWITCHGEAR COLLAR “A” ........................................................ IV.D.3 NGSWG COLLAR A 01/03/2017 SWITCHGEAR COLLAR “B” ....................................................... IV.D.4 NGSWG COLLAR B 01/03/2017 E. TRANSFORMER PADS
64” X 81” X 10” UF8A .................................................................... IV.E.1 NG 75-500KVA 01/04/2017 OIL CONTAINMENT CURB 75-500 KVA UF7A ......................... IV.E.2 NG CURB500KVA 01/04/2017 82” X 83” X 10” UF8B .................................................................... IV.E.3 NG 750-2500KVA 01/04/2017 OIL CONTAINMENT CURB 750-2500 KVA UF7B ..................... IV.E.4 NG CURB2500KVA 01/04/2017 62” X 85” X 10” UF8C .................................................................... IV.E.5 NG 75-300KVA 01/04/2017 84” X 96” X 10” UF8D .................................................................... IV.E.6 NG 2585 TP 01/04/2017 F. TRANSFORMER VAULTS
62” X 85” X 2’-6” ............................................................................. IV.F.1 NGRID MS 2584 01/04/2017 84” X 96” X 2’-6” ............................................................................. IV.F.2 NGRID MS 2585 01/04/2017
SECTION V – NEW HAMPSHIRE CO-OP
A. STANDARD U5-4 SINGLE PHASE PULL VAULT ............................................ V.A.1 U5-4 SINGLE PHASE PULL VAULT 12/22/2017 U5-4 SINGLE PHASE TRANSFORMER ASSEMBLY ................. V.A.2 U5-4 SINGLE PHASE TRANSFORMER 12/26/2017 U5-5 SINGLE PHASE SECTIONALIZER VAULT (30” CAB) .... V.A.3 U5-4 SINGLE PHASE SEC VAULT 30 06/22/2015 U5-5 SPLICING & PULLING VAULT ........................................... V.A.4 U5-5 SINGLE PHASE SPLICE PULL 06/22/2015 U5-5 TRANSFORMER VAULT ..................................................... V.A.5 U5-5 SINGLE PHASE TRANS 06/22/2015 U5-5 THREE PHASE 7.2 KV SECTIONALIZER VAULT 48” ..... V.A.6 U5-5 THREE PHASE SEC 48 06/22/2015 U5-5 THREE PHASE 14.2KV SECTIONALIZER VAULT 66” .... V.A.7 U5-5 THREE PHASE SEC 66 06/22/2015 U5-5 THREE PHASE 7.2KV SEC VAULT – PLYMOUTH 48” ... V.A.8 U5-5 THREE PHASE SEC 48 PLY 06/22/2015 U5-7 THREE PHASE TRANSFORMER VAULT .......................... V.A.9 U5-7 THREE PHASE TRANS 11/02/2016
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U5-7 THREE PHASE SECTIONALIZER VAULT ........................ V.A.10 U5-7 THREE PHASE SEC VAULT 10/26/2016 U5-6B UNDERWATER CABLE COVER ...................................... V.A.11 U5-6B UNDERWATER CABLE COVER 12/28/2017
SECTION VI – LIBERTY
A. HANDHOLES LU-MS3334 ..................................................................................... VI.A.1 LU-MS3334_HH_SQOPEN 05/25/18 B. UTILITY MANHOLES
LU-MS3462 2-WAY DISTRIBUTION MANHOLE ...................... VI.B.1 LU-MS3462_2WAY DIST MAN 04/06/2018 LU-MS3464 3-WAY DISTRIBUTION MANHOLE ...................... VI.B.2 LU-MS3464_3WAY DIST MAN 02/27/2018 LU-MS3465 4-WAY DISTRIBUTION MANHOLE ...................... VI.B.3 LU-MS3465_4WAY DIST MAN 04/06/2018 5’ X 9’ X 7’ MANHOLE .................................................................. VI.B.4 LU-MSUM39 04/06/2018 C. SWITCHGEAR
LU-MS3467 15KV SWITCHGEAR MANHOLE ........................... VI.C.1 LU-MS3467 SWITCHGEAR MANHOLE 05/25/2018 D. TRANSFORMER PADS
LU-MS2582 3-PHASE T.P. 75-500 KVA ....................................... VI.D.1 LU-MS2582_NG44-113_TPAD 05/15/2015 OIL CURB ASSEMBLY 3-PHASE T.P. 75-500 KVA ................... VI.D.2 LU-MS2582_OIL CONTAINMENT 02/28/2018 LU-MS2583 3-PHASE T.P. 750-2500 KVA .................................... VI.D.3 LU-MS2583_NG44-114_TPAD 02/28/2018 OIL CURB ASSEMBLY 3-PHASE T.P. 750-2500 KVA ............... VI.D.4 LU-MS2583_OIL CONTAINMENT 02/28/2018
SECTION VII - UNITIL
A. STANDARD 2-3-11 SINGLE PHASE PULL BOX ............................................... VII.A.1 UNITIL 2-3-11 12/11/2014 2-3-12 3-PHASE PULL BOX .......................................................... VII.A.2 UNITIL 2-3-12 12/11/2014 2-3-13 SINGLE PHASE TRANSFORMER..................................... VII.A.3 UNITIL 2-3-13 01/11/2018 2-3-14 3-PHASE TRANSFORMER ................................................ VII.A.4 UNITIL 2-3-14 01/11/2018 2-3-15 SINGLE PHASE SECTIONALIZING PAD & CAB ........... VII.A.5 UNITIL 2-3-15 01/11/2018 2-3-16 3-PHASE SECTIONALIZING PAD & CABINET .............. VII.A.6 UNITIL 2-3-16 01/11/2018
SECTION VIII - MUNICIPALITIES
A. BOSTON LIGHT BASE 17” SQUARE X 60” TALL ...................................... VIII.A.1 BOS STD LPB 05/09/2018 HANDHOLE 12” X 24” X 33” ........................................................ VIII.A.2 BOS STD 12X24 HH 05/09/2018 B. BRAINTREE
TRANSFORMER PAD 225-1500KVA 8’ X 8’ X 12” .................... VIII.B.1 BELD 225-1500KVA 05/08/2018 TRANSFORMER PAD 25-100 KVA 4’ X 4’ X 12” ....................... VIII.B.2 BELD 25-100 KVA 05/08/2018 C. CONCORD
225 & 300 KVA 82” X 96” X 10” .................................................... VIII.C.1 CMLP 300KVA 05/08/2018 D. HINGHAM
TAPERED LIGHT BASE FE-9 17” TO 22” X 40” TALL .............. VIII.D.1 HINGHAM FE-9 05/09/2018
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E. MASSDOT
MANHOLE SD2.012 4’ X 4’ X 5’ ................................................... VIII.E.1 SD2.012 05/09/2018 HANDHOLE SD2.022 13” X 24” .................................................... VIII.E.2 SD2.022 05/09/2018 HANDHOLE SD2.023 24” X 24” .................................................... VIII.E.3 SD2.023 05/09/2018 PULLBOX SD2.030 8” X 23” ......................................................... VIII.E.4 SD2.030 05/09/2018 SIGNAL FOUNDATION SD3.030 20” SQ X 30” TALL ............... VIII.E.5 SD3.030 05/10/2018 F. NORWOOD
LIGHT MANHOLE 6’ X 10’ X 6’ ................................................... VIII.F.1 NORWOOD 6X10 02/06/2018 G. PEABODY 75-500 KVA 72” X 84” X 10” ......................................................... VIII.G.1 PL 75-500KVA 05/09/2018 750-1500 KVA 84” X 84” X 10” ..................................................... VIII.G.2 PL 750-1500KVA 05/09/2018 H. READING MUNICIPAL LIGHT HANDHOLE 4’ X 6’ X 4’ ........................... VIII.H.1 RMLD 4X6 05/09/2018
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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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FILE NAME:
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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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ROUND LIGHT POLE BASE
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LPB'D'RX'H'*
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VARIES
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LPBRNDXHEIGHT
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L.P.
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SECTION A-A
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NOTES: 1. CONCRETE MINIMUM 5,000 PSI AFTER 28 DAYS. 2. CONDUIT, ANCHOR BOLTS AND TEMPLATE SUPPLIED BY OTHERS. 3. LIGHT POLE BASE SIZE IS TO BE SPECIFIED BY A QUALIFIED ENGINEER. 4. TYPICAL BASE DIAMETERS 'D' INCLUDE: 12", 18", 24", AND 30". 5. TYPICAL BASE HEIGHTS 'H' RANGE FROM 4' TO 7'. 6. OTHER BASE SIZES AVAILABLE UPON REQUEST. 7. * REPLACE 'D' AND 'H' WITH BASE DIAMETER AND HEIGHT IN SHEA PRODUCT ID.
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1" CHAMFER
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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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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
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New England's Premier Precaster
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800-696-7432 (SHEA)
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SQUARE LIGHT POLE BASE
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LPBSQXHEIGHT
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NOTES: 1. CONCRETE MINIMUM 5,000 PSI AFTER 28 DAYS. 2. CONDUIT, ANCHOR BOLTS AND TEMPLATE SUPPLIED BY OTHERS. 3. LIGHT POLE BASE SIZE IS TO BE SPECIFIED BY A QUALIFIED ENGINEER. 4. TYPICAL BASE LENGTHS AND WIDTHS 'W' INCLUDE: 17", 20", 18", 24". 5. TYPICAL BASE HEIGHTS 'H' RANGE FROM 4' TO 7'. 6. OTHER SIZES AVAILABLE UPON REQUEST. 7. * REPLACE 'W' AND 'H' WITH BASE WIDTH AND HEIGHT IN SHEA PRODUCT ID.
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1" CHAMFER
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B
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B
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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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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
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www.sheaconcrete.com
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New England's Premier Precaster
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HANDHOLE 12" X 12" X 20.5"
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HH-11
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475
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HANDHOLE 12X12
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L.P.
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1/15/2018
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I.B.1.B.1
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A
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER.
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SECTION B-B
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B
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B
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KNOCK OUT
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SECTION A-A
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WWF W6xW6
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#4 BAR STIRRUPS TOTAL OF 2
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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HANDHOLE 12" X 24" X 33"
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HH-12
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975
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HANDHOLE 12X24
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L.P.
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1/15/2018
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I.B.2.B.2
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PLAN
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SECTION A-A
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SECTION B-B
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER.
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B
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B
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A
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A
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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HANDHOLE 24" X 24" X 24"
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HH-22-24
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650
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HANDHOLE 24X24
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L.P.
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1/15/2018
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I.B.3.B.3
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A
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A
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PLAN
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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) REINFORCEMENT: 6X6, 6/6 WWF. REBAR #4-12" OCEW. REINFORCEMENT: 6X6, 6/6 WWF. REBAR #4-12" OCEW.
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4"x10" OPENING EACH WALL
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SECTION A-A
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OPPOSITE/ADJACENT WALLS SIMILAR
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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HANDHOLE 36" X 36" H-10
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HH-33X33X32
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2230
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HANDHOLE 36X36 H-10
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L.P.
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12/03/2018
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I.B.4.B.4
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PLAN
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SECTION A-A
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A
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A
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: HS10. 3. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". 5. OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER. 6. FORMERLY KNOWN AS: NE-15.
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(1) " HOLE 34" HOLE DRILLED FOR EYE BOLT EACH SIDE
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36" HIGH STRUCTURE
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SECTION A-A
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48" HIGH STRUCTURE
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2'-6" OPENING ROOF SLAB
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SYM.
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(4) 4" TERMINATORS EACH SIDE
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(1) " HOLE 34" HOLE DRILLED FOR EYE BOLT EACH SIDE
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SYM.
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(4) 4" TERMINATORS EACH SIDE
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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HANDHOLE 36" X 36" H-20
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HH-333H
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3340
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HANDHOLE 36X36 H-20
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L.P.
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1/16/2018
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I.B.5.B.5
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PLAN VIEW
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SECTION VIEW
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 5. OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.
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(4) 4" TERMINATORS EACH SIDE
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(1) " HOLE DRILLED 34" HOLE DRILLED FOR EYE BOLT EACH SIDE IF REQ'D
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OPEN BOTTOM
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2'-6" OPENING
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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HANDHOLE 4' X 4' X 4'
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HH-444
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6675
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HANDHOLE 48X48
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L.P.
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11/13/2018
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I.B.6.B.6
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(4) 4" TERMINATORS EACH SIDE
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2'-6" OR 3'-0" SLAB ROOF OPENING
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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 HS-20-44, 0 TO 5 FEET COVER. DESIGN LOADING: AASHTO HS-20-44, 0 TO 5 FEET COVER. 3. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 5. OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.
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PLAN
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A
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A
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SECTION A-A
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OPEN BOTTOM
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SYM.
℄ SYMM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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PULLBOX 5' X 5' X 5'
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PB-555
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10980
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PULLBOX 5X5X5
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L.P.
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2/5/2018
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I.B.7.B.7
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SECTION A-A
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30" OPENINGROOF SLAB
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
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PLAN
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A
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A
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78" HOLE DRILLED FOR EYE BOLT (1 EACH SIDE)
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4" TERMINATORS (6 EACH WALL)
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1" CHAMFER
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1" CHAMFER
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 3' X 3' X 2'-6"
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MH-333
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4500
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MH 3X3X2-6
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L.P.
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2/5/2018
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I.C.1.C.1
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PLAN VIEW
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 5. OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.
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SECTION VIEW
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(4) 4" TERMINATORS EACH SIDE
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(1) " HOLE DRILLED 34" HOLE DRILLED FOR EYE BOLT EACH SIDE IF REQ'D
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WITH FLOOR
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2'-6" ROUND OPENING
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 4' X 4'
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MH-444
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8845
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MH 4X4X4
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L.P.
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2/5/2018
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I.C.2.C.2
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SECTION A-A
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CLOSED BOTTOM
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2'-6" OR 3'-0" SLAB ROOF OPENING
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PLAN
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A
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A
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(4) 4" TERMINATORS EACH SIDE
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SUMP
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SUMP
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SYM.
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 5. OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.OPTIONAL OPENINGS AVAILABLE BY SPECIAL ORDER.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 6' X 6'
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MH-466
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14290
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MH 4X6X6
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L.P.
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2/5/2018
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I.C.3.C.3
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
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30" ROUND OPENING
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SECTION A-A OPPOSITE SIDE SIMILAR
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PLAN
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12" INSERTS FOR CABLE RACKS
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(4) 4" TERMINATORS
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12" RECSSED PI-2(POLYPROPYLENE) PULLING IRONS
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(6) 4" TERMINATORS
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A
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A
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SECTION B-B OPPOSITE SIDE SIMILAR
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B
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B
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12" X 4" DEEP PLASTIC SUMP
℄ SYMM.℄ SYMM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 6' X 7'
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MH-467
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14290
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MH 4X6X7
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L.P.
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2/5/2018
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I.C.4.C.4
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PLAN
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SECTION A-A
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".
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OPPOSITE WALL SIMILAR
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SECTION B-B
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OPPOSITE WALL SIMILAR
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30" ROUND OPENING
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A
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A
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B
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B
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(4) 4" TERMINATORS
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(6) 4" TERMINATORS
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12" INSERTS FOR RACKS
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12"X4" SUMP
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12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 8' X 6'
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MH-486
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17480
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MH 4X8X6
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L.P.
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2/5/2018
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I.C.5-1.C.5-1
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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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
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PLAN
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A
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A
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30" OR 36" OPENING(ABOVE)
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1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
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B
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B
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12" SQ. X 4" DEEP SUMP
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12" SQ. X 4" DEEP SUMP
℄ SYM.
℄ SYM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 8' X 6'
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MH-486
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17480
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MH 4X8X6
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L.P.
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2/5/2018
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I.C.5-2.C.5-2
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(4) 4" PVC TERMINATORS EACH LONG WALL, TYP.
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1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
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12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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(6) 4" PVC TERMINATORS EACH SHORT WALL, TYP.
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1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
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12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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12" SQ. X 4" DEEP SUMP
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12" SQ. X 4" DEEP SUMP
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1/2" INSERTS
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MANHOLE 4' X 8' X 7'
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MH-487
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20395
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MH 4X8X7
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L.P.
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2/5/2018
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I.C.6-1.C.6-1
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PLAN
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A
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A
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30" OR 36" OPENING(ABOVE)
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1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
12" SQ. X 4" DEEP SUMP
AutoCAD SHX Text
12" SQ. X 4" DEEP SUMP
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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
℄ SYM.
℄ SYM.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
MANHOLE 4' X 8' X 7'
AutoCAD SHX Text
MH-487
AutoCAD SHX Text
20395
AutoCAD SHX Text
MH 4X8X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
I.C.6-2.C.6-2
AutoCAD SHX Text
(4) 4" PVC TERMINATORS EACH LONG WALL, TYP.
AutoCAD SHX Text
1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS
AutoCAD SHX Text
SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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(6) 4" PVC TERMINATORS EACH SHORT WALL, TYP.
AutoCAD SHX Text
1"x 45° CHAMFERALL OUTSIDE EDGES, TYP.
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
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12" SQ. X 4" DEEP SUMP
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12" SQ. X 4" DEEP SUMP
AutoCAD SHX Text
1/2" INSERTS
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:
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
MANHOLE 5' X 5' X 5'
AutoCAD SHX Text
MH-555
AutoCAD SHX Text
12840
AutoCAD SHX Text
MH 5X5X5
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
11/13/2018
AutoCAD SHX Text
I.C.7.C.7
AutoCAD SHX Text
SECTION A-A
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OPPOSITE/ADJACENT WALLS SIMILAR
AutoCAD SHX Text
2'-6" ROOF 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.STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4.MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
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PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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12"x4" SUMP
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12"x4"SUMP
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SYM.
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12" DIA RECESSED NEW PI-2 (POLYPROPYLENE) PULLING IRON
AutoCAD SHX Text
(6) 4" PVC TERMINATORS EACH SIDE
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):
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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:
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
MANHOLE 5' X 7' X 6'-6"
AutoCAD SHX Text
MH-576
AutoCAD SHX Text
18860
AutoCAD SHX Text
MH 5X7X6-6
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
I.C.8-1.C.8-1
AutoCAD SHX Text
PLAN
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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
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B
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30" OR 36" ACCESS OPENING
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
1" CHAMFER OUTSIDE EDGES, TYP.
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12"SQ. x 4" SUMP
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
MANHOLE 5' X 7' X 6'-6"
AutoCAD SHX Text
MH-576
AutoCAD SHX Text
18860
AutoCAD SHX Text
MH 5X7X6-6
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
I.C.8-2.C.8-2
AutoCAD SHX Text
SECTION A-A
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SECTION B-B
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(48) " INSERTS12" INSERTS
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(2) " EYE BOLTS34" EYE BOLTS
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(40) 4" PVC TERMINATORS W/BELL
AutoCAD SHX Text
12"SQ. x 4" SUMP
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
MANHOLE 5' X 10' X 7'
AutoCAD SHX Text
MH-5107
AutoCAD SHX Text
38215
AutoCAD SHX Text
MH 5X10X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
I.C.9-1.C.9-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
AutoCAD SHX Text
13" SQ. x 4" DEEP SUMP W/POLYLOCK GRATE
AutoCAD SHX Text
30" ROUND OPENING
℄ SYMMETRIC
℄ SYMMETRIC
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
MH-5107
AutoCAD SHX Text
38215
AutoCAD SHX Text
MH 5X10X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
MANHOLE 5' X 10' X 7'
AutoCAD SHX Text
I.C.9-2.C.9-2
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
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12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS
AutoCAD SHX Text
1/2" INSERTS FOR RACKS
AutoCAD SHX Text
(8) 4" PVC TERMINATORS
AutoCAD SHX Text
(8) 4" PVC TERMINATORS TOP & BOTTOM
℄ SYM.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
MANHOLE 6' X 6' X 7'
AutoCAD SHX Text
MH-667
AutoCAD SHX Text
22670
AutoCAD SHX Text
MH 6X6X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/5/2018
AutoCAD SHX Text
I.C.10.C.10
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PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
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A
AutoCAD SHX Text
A
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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1"MINIMUM STEEL COVER 1"
AutoCAD SHX Text
12" SQ. x 4" SUMP
AutoCAD SHX Text
34" PENETRATION,EACH WALL, TYP.
AutoCAD SHX Text
(12) 4" PVC TERMINATORS
AutoCAD SHX Text
30" OR 36" OPENING
AutoCAD SHX Text
1"x 45° CHAMFER
AutoCAD SHX Text
1"x 45° CHAMFER
AutoCAD SHX Text
1"x 45° CHAMFER
AutoCAD SHX Text
12" SQ. x 4" SUMP
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
MANHOLE 6' X 8' X 7'
AutoCAD SHX Text
MH-687
AutoCAD SHX Text
24005
AutoCAD SHX Text
MH 6X8X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
11/13/2018
AutoCAD SHX Text
I.C.11-1.C.11-1
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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
30" ACCESSOPENING
AutoCAD SHX Text
12" SQ. x 4" SUMP
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
℄ SYMM.
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
MANHOLE 6' X 8' X 7'
AutoCAD SHX Text
MH-687
AutoCAD SHX Text
24005
AutoCAD SHX Text
MH 6X8X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
11/13/2018
AutoCAD SHX Text
I.C.11-2.C.11-2
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
(1) 12" SQ. x 4" SUMP, SEE PLAN
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
(6) 30" x 36" 30" x 36" KNOCKOUTS
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
MANHOLE 6' X 12' X 7'
AutoCAD SHX Text
MH-6127
AutoCAD SHX Text
36880
AutoCAD SHX Text
MH 6X12X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/6/2018
AutoCAD SHX Text
I.C.12-1.C.12-1
AutoCAD SHX Text
PLAN
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.STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4.MINIMUM STEEL COVER 1".MINIMUM STEEL COVER 1".
AutoCAD SHX Text
36" ACCESSOPENING
AutoCAD SHX Text
12" SQ. x 4" SUMP
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
1" CHAMFER OUTSIDE EDGES, TYP.
AutoCAD SHX Text
12" SQ. x 4" SUMP
℄ SYMM.
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
MANHOLE 6' X 12' X 7'
AutoCAD SHX Text
MH-6127
AutoCAD SHX Text
36880
AutoCAD SHX Text
MH 6X12X7
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/6/2018
AutoCAD SHX Text
I.C.12-2.C.12-2
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
(2) 12" SQ. x 4" SUMP, SEE PLAN
AutoCAD SHX Text
(64) 4" PVC TERMINATORS W/BELL
AutoCAD SHX Text
(24) " INSERTS 12" INSERTS FOR RACKING
AutoCAD SHX Text
(2) 12" SQ. x 4" SUMP, SEE PLAN
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
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
MANHOLE 8' X 8' X 8'
AutoCAD SHX Text
MH-888
AutoCAD SHX Text
33425
AutoCAD SHX Text
MH 8X8X8
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/6/2018
AutoCAD SHX Text
I.C.13-1.C.13-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
13" Sq. x 4" DEEP SUMP w/ POLYLOCK GRATE
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM STRENGTH AFTER 28 DAYS CONCRETE: 5,000 PSI MINIMUM STRENGTH 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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1".
AutoCAD SHX Text
36" ROUND OPENING
℄ SYMMETRIC
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
MANHOLE 8' X 8' X 8'
AutoCAD SHX Text
MH-888
AutoCAD SHX Text
33425
AutoCAD SHX Text
MH 8X8X8
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
2/6/2018
AutoCAD SHX Text
I.C.13-2.C.13-2
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
ALL WALLS SIMILAR
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
13" SQ. X 4" DEEP SUMP
AutoCAD SHX Text
1" BUTYLRUBBER TYP
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
24" x 24" KNOCKOUT
AutoCAD SHX Text
12" RACKING INSERTS TYP.
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):
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SHEA PRODUCT ID:
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FILE NAME:
AutoCAD SHX Text
DATE:
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PAGE:
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DRAWN BY:
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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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CABLE TRENCH 20X15 MEDIUM DUTY
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NSCT-20X15MD
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185/LF
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CT 20X15MD
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L.P.
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6/6/2018
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I.D.1.D.1
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 4. OTHER SIZES AVAILABLE UPON REQUEST.OTHER SIZES AVAILABLE UPON REQUEST.
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SECTION A-A
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TRENCH PLAN
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A
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A
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12"X12" KNOCKOUT (2 PER TRENCH)
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COVER (5'-0" LENGTH, 2 COVERS PER TRENCH)
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ISOMETRIC
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TRENCH (10'-0" LENGTH)
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COVER
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12"X12" KNOCKOUT (2 PER TRENCH)
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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CABLE TRENCH 20X16 HEAVY DUTY
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NSCT-20X16HD
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455/LF
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CT 20X16HD
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L.P.
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6/6/2018
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I.D.2.D.2
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44. DESIGN LOADING: AASHTO HS20-44. 3. STEEL REINFORCEMENT CONFORMS STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1.5". MINIMUM STEEL COVER 1.5". 5. OTHER SIZES AVAILABLE UPON OTHER SIZES AVAILABLE UPON REQUEST.
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SECTION VIEW
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3" CHANNEL
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ISOMETRIC
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12"X12" KNOCKOUT, 2 PER TRENCH, @ 24" FROM EACH END
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TRENCH
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COVER
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COVER PLAN
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A
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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CABLE TRENCH 24X15 MEDIUM DUTY
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NSCT-24X15MD
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200/LF
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CT 24X15MD
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L.P.
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6/6/2018
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I.D.3.D.3
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 4. OTHER SIZES AVAILABLE UPON REQUEST.OTHER SIZES AVAILABLE UPON REQUEST.
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SECTION A-A
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TRENCH PLAN
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A
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A
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12"X12" KNOCKOUT (2 PER TRENCH)
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ISOMETRIC
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TRENCH (10'-0" LENGTH)
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COVER (2 PER TRENCH)
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12"X12" KNOCKOUT, 2 PER TRENCH, @ 24" FROM EACH END
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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CABLE TRENCH 30X15 MEDIUM DUTY
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NSCT-30X15MD
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225/LF
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CT 30X15MD
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L.P.
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6/6/2018
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I.D.4.D.4
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1". 4. OTHER SIZES AVAILABLE UPON REQUEST.OTHER SIZES AVAILABLE UPON REQUEST.
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SECTION A-A
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TRENCH PLAN
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A
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A
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12"X12" KNOCKOUT (2 PER TRENCH)
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NOT TO SCALE
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ISOMETRIC
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TRENCH (10'-0" LENGTH)
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COVER (2 PER TRENCH)
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12"X12" KNOCKOUT, 2 PER TRENCH, @ 24" FROM EACH END
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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CABLE TRENCH 30X16 HEAVY DUTY WITH COVER
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NSCT-30X16HD
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805/LF
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CT 30X16MD
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L.P.
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6/6/2018
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I.D.5.D.5
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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. DESIGN LOADING: AASHTO HS20-44. 3. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1.5". MINIMUM STEEL COVER 1.5". 5. OTHER SIZES AVAILABLE UPON REQUEST.OTHER SIZES AVAILABLE UPON REQUEST.
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SECTION A-A
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3" CHANNEL
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COVER PLAN
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ISOMETRIC
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A
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A
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12"X12" KNOCKOUT, 2 PER TRENCH, @ 24" FROM EACH END
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COVER (2 PER TRENCH)
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NOT TO SCALE
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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STANDARD CABLE TRENCH 2'-2" X 3' X 8'
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EV-TRN-WSE
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2,500#
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CT 26X36HD
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ARO
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6/6/2018
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I.D.6.D.6
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PLAN VIEW
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SIDE ELEVATION VIEW
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DAYTON SUPERIOR P-52 SWIFT LIFT ANCHOR 4 PLACES (1 TON X 4 ")34")
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INTERIOR WALLS TAPER
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TRENCH 2,500#
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END ELEVATION VIEW
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COVER 1,250#
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NOTES 1. MINIMUM 28 DAY COMPRESSIVE MINIMUM 28 DAY COMPRESSIVE STRENGTH: FC'= 5,000 PSI 2. REINFORCING STEEL: ASTM A615 REINFORCING STEEL: ASTM A615 GRADE 60 BLACK DEFORMED BARS 3. CONCRETE COVER ON CONCRETE COVER ON REINFORCING STEEL: 1 " MINIMUM, 14" MINIMUM, UNLESS NOTED OTHERWISE 4. PRECAST STRUCTURE SHALL PRECAST STRUCTURE SHALL SUPPORT ITS OWN WEIGHT PLUS THE FOLLOWING: 5. LIVE LOAD ON TOP SLAB: H-20 LIVE LOAD ON TOP SLAB: H-20 VEHICULAR LOADING 6. EST. WEIGHT: 2,500 LBS EST. WEIGHT: 2,500 LBS
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ANTI SLIP SURFACE
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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THRUST BLOCKS
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SEE TABLE
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SEE TABLE
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Thrust Blocks
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ARO
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6/7/2018
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I.E.1-1.E.1-1
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PLAN VIEW
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(2) RECESSED LIFTING HANDLES
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FRONT VIEW
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SIDE VIEW
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ITEM NO
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DIMS
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2'x2'x4'
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2400#
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WEIGHT
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PLAN VIEW
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(1) RECESSED LIFTING HANDLE
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FRONT VIEW
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SIDE VIEW
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ITEM NO
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DIMS
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2'x2'x2'
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1200#
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WEIGHT
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1. CONCRETE: 3,000 PSI MINIMUM AFTER 28 DAYS.
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NOTES:
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TB2X2X4
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TB2X2X2
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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PROPANE AND GENERATOR PADS
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Propane Pads.dwg
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ARO
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6/7/2018
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I.E.2-1.E.2-1
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PLAN VIEW
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5'-8" X 10'-10" PAD
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%%USECTION A-A
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%%UPLAN
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LIFTING HANDLES 4 PLACES
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A
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A
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%%USECTION A-A
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%%UPLAN
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CHAMFER, TYP.
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LIFTING HANDLES 4 PLACES
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A
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A
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LIFTING HANDLES 4 PLACES
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CHAMFER, TYP.
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LIFTING HANDLES 4 PLACES
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3'-7" X 6' PAD
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PROPANE PAD 500 GAL BELOW GRADE
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PROPANE PAD 500 GAL ABOVE GRADE
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CHAMFER, TYP.
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%%USECTION VIEW
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%%UPLAN
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%%USECTION VIEW
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%%UPLAN
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LIFTING HANDLES 2 PLACES
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PROPANE PAD 1000 GAL BELOW GRADE
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PROPANE PAD 1000 GAL ABOVE GRADE
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LIFTING CABLES 4 PLACES
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(2) " HOLES 34" HOLES FOR " DIA BOLT58" DIA BOLT
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NOTES: 1. STANCHIONS ARE MADE FROM GALVANIZED 4" CHANNEL WITH 1 " LEGS. STANCHIONS ARE MADE FROM GALVANIZED 4" CHANNEL WITH 1 " LEGS. 12" LEGS. 2. * REPLACE X WITH NUMBER OF POSITIONS IN SHEA PRODUCT ID.* REPLACE X WITH NUMBER OF POSITIONS IN SHEA PRODUCT ID.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA STANCHIONS
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NSSTNXP*
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N/A
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ES-MA GALVANIZED STANCHIONS
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L.P.
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8/21/2017
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II.A.1.A.1
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(2) " HOLES 34" HOLES FOR " DIA BOLT58" DIA BOLT
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(2) " HOLES 34" HOLES FOR " DIA BOLT58" DIA BOLT
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2-POSITION
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3-POSITION
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4-POSITION
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FRONT VIEW
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FRONT VIEW
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FRONT VIEW
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SLOT DETAIL
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1201 4' W X 4' L X 4' H
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NSM1201
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6300
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ES-MA M1201
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L.P.
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8/21/2017
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II.B.1-1.B.1-1
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PLAN
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A
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A
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4/0 COPPER GROUND WIRE (TYP.)
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B
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B
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13" SQ. x 4" DEEP SUMP W/POLYLOCK GRATE
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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. 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.
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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4/0 BARE COPPER GROUND WIRE (REFER TO DETAIL "A")
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14" BONDING INSERTS, 112" LONG INSTALL w/ " x 20 BOLT w/ " 14" x 20 BOLT w/ " 12" EMT PIPE CLIP (TYP. BOTH KNOCK-OUTS)
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(6) 3" TERMINATORS WITH BELL ENDS,TYP
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(2) 5" TERMINATORS WITH BELL ENDS,TYP
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12" RECESSED NEW PI-2(POLYPROPYLENE) PULLING IRONS
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1" BUTYL RUBBER TYP
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4/0 BARE COPPER GROUND WIRE (REFER TO DETAIL "A")
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4 POSITION STANCHION (TYP.)
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(8) " DIA THREADED STEEL 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1201 4' W X 4' L X 4' H
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NSM1201
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6300
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ES-MA M1201
AutoCAD SHX Text
L.P.
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8/21/2017
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II.B.1-2.B.1-2
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1202 4' W X 6' L X 6' H
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NSM1202
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14600
AutoCAD SHX Text
ES-MA M1202
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L.P.
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8/21/2017
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II.B.2-1.B.2-1
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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. 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.
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PLAN
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A
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A
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4/0 COPPER GROUND WIRE (TYP.)
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B
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B
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13" SQ X 4" DEEP SUMP W/GRATE HEAVY DUTY NON-METALLIC
AutoCAD SHX Text
40" SQ. OPENING
AutoCAD SHX Text
(16) 4" DIA. TERMINATORS
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1202 4' W X 6' L X 6' H
AutoCAD SHX Text
NSM1202
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14600
AutoCAD SHX Text
ES-MA M1202
AutoCAD SHX Text
L.P.
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8/21/2017
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II.B.2-2.B.2-2
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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13" SQ X 4" SUMP CENTERED ON 6'-0" DIM
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(8) " DIA THREADED STEEL 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
AutoCAD SHX Text
14" DIA. BONDING INSERT
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4" DIA. TERMINATORS
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(2) " RECESSED, NEW P1-2 12" RECESSED, NEW P1-2(POLYPROPYLENE) PULLING IRONS
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(2) 20" X 20" KNOCKOUT
AutoCAD SHX Text
3 POSITION STANCHION
AutoCAD SHX Text
2 POSITION STANCHION
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE
AutoCAD SHX Text
13" SQ X 4" SUMP
AutoCAD SHX Text
4" DIA. TERMINATORS
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):
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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:
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 M1203 6' W X 10' L X 6' H
AutoCAD SHX Text
NSM1203
AutoCAD SHX Text
28600
AutoCAD SHX Text
ES-MA M1203
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
8/23/2017
AutoCAD SHX Text
II.B.3-1.B.3-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
40" SQ. OPENING
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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. 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.
AutoCAD SHX Text
13" SQ. x 4" DEEP SUMP W/ INSTALLED HEAVY-DUTY NON-METALLIC GRATING
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1203 6' W X 10' L X 6' H
AutoCAD SHX Text
NSM1203
AutoCAD SHX Text
28600
AutoCAD SHX Text
ES-MA M1203
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
8/23/2017
AutoCAD SHX Text
II.B.3-2.B.3-2
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
14" DIA. BONDING INSERT (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
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33" X 25" KNOCKOUT
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13" SQ X 4" SUMP
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
BUTYL RUBBER
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
2 POSITION STANCHION
AutoCAD SHX Text
3 POSITION STANCHION
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1204 6' W X 10' L X 8' H
AutoCAD SHX Text
NSM1204
AutoCAD SHX Text
34000
AutoCAD SHX Text
ES-MA M1204
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
8/23/2017
AutoCAD SHX Text
II.B.4-1.B.4-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
13" SQ. x 4" DEEP SUMP W/ INSTALLED HEAVY-DUTY NON-METALLIC GRATING
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40" SQ. OPENING
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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. 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.
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):
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SHEA PRODUCT ID:
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FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
NSM1204
AutoCAD SHX Text
34000
AutoCAD SHX Text
ES-MA M1204
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
8/23/2017
AutoCAD SHX Text
II.B.4-2.B.4-2
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
14" DIA. BONDING INSERT (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
33" X 25" KNOCKOUT
AutoCAD SHX Text
13" SQ X 4" SUMP
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
3 POSITION STANCHION
AutoCAD SHX Text
4 POSITION STANCHION
AutoCAD SHX Text
(16) " DIA THREADED 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1204 6' W X 10' L X 8' H
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):
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SHEA PRODUCT ID:
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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
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II.B.5-1.B.5-1
AutoCAD SHX Text
A
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PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
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
AutoCAD SHX Text
12" RECESSED NEW P1-2(POLYPROPYLENE) PULLING IRON W/ COVERS (INSTALLED IN FLOOR SLAB 3 PLACES)
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4/0 COPPER GROUND WIRE SHALL BE TIED TO THE WALL REBAR AS SHOWN IN DETAIL "A", SHEET 5 OF NSTAR STANDARD, TYPICAL.
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38"x50" OPENING
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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. 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.
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):
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SHEA PRODUCT ID:
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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)
AutoCAD SHX Text
SEPARATE 12" TOP SLAB
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 COVER ONLY
AutoCAD SHX Text
NSM1205
AutoCAD SHX Text
10800
AutoCAD SHX Text
ES-MA M1205
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/1/2017
AutoCAD SHX Text
II.B.5-3.B.5-3
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
40"x40" OPENING
AutoCAD SHX Text
38"x50" OPENING
AutoCAD SHX Text
38"x50" OPENING
AutoCAD SHX Text
SECTION
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. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
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):
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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 M1207 3' W X 3' L X 4' H
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPEN TOP & BOTTOM (ALL WALLS ARE SIMILAR)
AutoCAD SHX Text
1" CHAMFER TYP.
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (TYP ALL SIDES)
AutoCAD SHX Text
(6) 4 " TERMADUCTS12" TERMADUCTS
AutoCAD SHX Text
(8) " BONDING INSERTS14" BONDING INSERTS
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
NSM1207
AutoCAD SHX Text
4060
AutoCAD SHX Text
ES-MA M1207
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/8/2017
AutoCAD SHX Text
II.B.6.B.6
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.
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 M1208 4' W X 4' L X 4' H
AutoCAD SHX Text
NSM1208
AutoCAD SHX Text
6230
AutoCAD SHX Text
ES-MA M1208
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/8/2017
AutoCAD SHX Text
II.B.7.B.7
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPEN TOP & BOTTOM (ALL WALLS ARE SIMILAR)
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
1" CHAMFER TYP.
AutoCAD SHX Text
(6) 4 " TERMADUCTS12" TERMADUCTS
AutoCAD SHX Text
(8) " BONDING INSERTS14" BONDING INSERTS
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (TYP ALL SIDES)
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.
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 M1209 5' W X 7' L X 6'-6 H
AutoCAD SHX Text
NSM1209
AutoCAD SHX Text
18410
AutoCAD SHX Text
ES-MA M1209
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/15/2017
AutoCAD SHX Text
II.B.8-1.B.8-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
13" Sq. x 4" DEEP SUMP w/ POLYLOCK GRATE
AutoCAD SHX Text
40" SQ. 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.
℄ SYMMETRIC
℄ SYMMETRIC
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
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
33" x 25" KNOCKOUT
AutoCAD SHX Text
1" BUTYLRUBBER TYP
AutoCAD SHX Text
14" BONDING INSERTS TYP.
AutoCAD SHX Text
(4) 4" TERMADUCTS
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
3 POSITION STANCHION
AutoCAD SHX Text
2 POSITION STANCHION
AutoCAD SHX Text
13" SQ. X 4" DEEP SUMP
AutoCAD SHX Text
(4) 4" TERMADUCTS
AutoCAD SHX Text
(8) " DIA THREADED STEEL 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
AutoCAD SHX Text
NSM1209
AutoCAD SHX Text
18410
AutoCAD SHX Text
ES-MA M1209
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/15/2017
AutoCAD SHX Text
II.B.8-2.B.8-2
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 M1209 5' W X 7' L X 6'-6 H
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 M1210 5' W X 10' L X 7' H
AutoCAD SHX Text
NSM1210
AutoCAD SHX Text
25000
AutoCAD SHX Text
ES-MA M1210
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.9-1.B.9-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
13" Sq. x 4" DEEP SUMP W/ POLYLOCK GRATE
AutoCAD SHX Text
40" SQ. OPENING
AutoCAD SHX Text
(16) 4" DIA. TERMINATORS
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.
℄ SYMMETRIC
℄ SYMMETRIC
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 M1210 5' W X 10' L X 7' H
AutoCAD SHX Text
NSM1210
AutoCAD SHX Text
25000
AutoCAD SHX Text
ES-MA M1210
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.9-2.B.9-2
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
14" DIA. BONDING INSERT (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
33" X 26" KNOCKOUT
AutoCAD SHX Text
13" SQ X 4" SUMP
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
(4) 4" DIA. TERMADUCTS
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
1" BUTYLRUBBER TYP
AutoCAD SHX Text
(4) 4" DIA. TERMINATORS
AutoCAD SHX Text
(16) " DIA 58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
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 M1211 10'W X 13'L X 6'-6"H
AutoCAD SHX Text
NSM1211
AutoCAD SHX Text
40900
AutoCAD SHX Text
ES-MA M1211
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.10-1.B.10-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
3" BEVEL IN ROOF OPENING
AutoCAD SHX Text
SUMP W/ GRATING
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40" SQ. ROOF OPENING
AutoCAD SHX Text
5 TON LIFT ANCHOR 3 LOCS TOP & FLOOR
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.
SYMMETRIC ℄
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
NSM1211
AutoCAD SHX Text
40900
AutoCAD SHX Text
ES-MA M1211
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
NSM1211
AutoCAD SHX Text
40900
AutoCAD SHX Text
ES-MA M1211
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.10-2.B.10-2
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1211 10'W X 13'L X 6'-6"H
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
12" Sq. x 4" DEEP SUMP W/ INSTALLED HEAVY DUTY NON-METALIC GRATING
AutoCAD SHX Text
12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (SEE PLAN FOR LOCATIONS, TYP.)
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
(12) " DIA. BONDING 14" DIA. BONDING INSERT (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE, (TYP.)
AutoCAD SHX Text
12" Sq. x 4" DEEP SUMP W/ INSTALLED HEAVY DUTY NON-METALIC GRATING
AutoCAD SHX Text
(24) " DIA. THREADED 58" DIA. THREADED STEEL INSERT
AutoCAD SHX Text
(8) " DIA THREADED 58" DIA THREADED STEEL INSERT (BOTH OPPOSITE WALLS)
AutoCAD SHX Text
5 TON LIFTING ANCHOR IN TOP 3 LOCATIONS, SEE NOTE
AutoCAD SHX Text
5 TON LIFTING ANCHOR IN FLOOR 3 LOCATIONS, SEE NOTE
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 M1212 10' W X 13' L X 8' H
AutoCAD SHX Text
NSM1212
AutoCAD SHX Text
45185
AutoCAD SHX Text
ES-MA M1212
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.11-1.B.11-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
3 POSITION STANCHION (HIGH), 4 POSITION STANCHION (LOW)
AutoCAD SHX Text
3" BEVEL IN ROOF OPENING
AutoCAD SHX Text
40" SQ. ROOF OPENING
AutoCAD SHX Text
12" Sq. x 4" DEEP SUMP W/ INSTALLED HEAVY DUTY NON-METALIC GRATING
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.
℄ SYMMETRIC
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
NSM1212
AutoCAD SHX Text
45185
AutoCAD SHX Text
ES-MA M1212
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
NSM1212
AutoCAD SHX Text
45185
AutoCAD SHX Text
ES-MA M1212
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.11-2.B.11-2
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1212 10' W X 13' L X 8' H
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
SUMP W/GRATING
AutoCAD SHX Text
12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (SEE PLAN FOR LOCATIONS, TYP.)
AutoCAD SHX Text
12" RECESSED NEWPI-2 (POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
(12) " DIA. 14" DIA. BONDING INSERT (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE, (TYP.)
AutoCAD SHX Text
SUMP W/GRATING
AutoCAD SHX Text
4 POSITION STANCHION (TYP.)
AutoCAD SHX Text
4 POSITION STANCHION (TYP.)
AutoCAD SHX Text
(8) " DIA THREADED 58" DIA THREADED STEEL INSERT (BOTH OPPOSITE WALLS)
AutoCAD SHX Text
(24) " DIA. 58" DIA. THREADED STEEL INSERT
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 M1214 8' W X 14' L X 8' H
AutoCAD SHX Text
NSM1214
AutoCAD SHX Text
62675
AutoCAD SHX Text
ES-MA M1214
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.12-1.B.12-1
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
13" Sq. x 4" DEEP SUMP w/ POLYLOCK GRATE
AutoCAD SHX Text
OPENING FOR #00 FRAME & CASTING
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.
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
NSM1214
AutoCAD SHX Text
62675
AutoCAD SHX Text
ES-MA M1214
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
NSM1214
AutoCAD SHX Text
62675
AutoCAD SHX Text
ES-MA M1214
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
9/22/2017
AutoCAD SHX Text
II.B.12-2.B.12-2
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1214 8' W X 14' L X 8' H
AutoCAD SHX Text
13" SQ. X 4" DEEP SUMP
AutoCAD SHX Text
12" RECESSED NEW PI-2(POLYPROPYLENE) PULLING IRONS (T&B)
AutoCAD SHX Text
4 POSITION STANCHION (TYP.)
AutoCAD SHX Text
3 POSITION STANCHION (TYP.)
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
(12) " BONDING INSERTS 14" BONDING INSERTS
AutoCAD SHX Text
(2) 31"x56" KNOCKOUT WINDOWS
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
AutoCAD SHX Text
(24) " DIA THREADED STEEL INSERT (BOTH LONG WALLS)58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
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 M1215 6'W X 13'L X 6'-6"H
AutoCAD SHX Text
NSM1215
AutoCAD SHX Text
34355
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ES-MA M1215
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/8/2017
AutoCAD SHX Text
II.B.13-1.B.13-1
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PLAN
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40" SQ. OPENING
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12" SQ. x 4" DEEP SUMP
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4/0 BARE COPPER GROUND WIRE
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B
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B
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A
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A
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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. 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.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NSM1215
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34355
AutoCAD SHX Text
ES-MA M1215
AutoCAD SHX Text
L.P.
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12/8/2017
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NSM1215
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34355
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ES-MA M1215
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L.P.
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12/8/2017
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II.B.13-2.B.13-2
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EVERSOURCE-MA MANHOLE M1215 6'W X 13'L X 6'-6"H
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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31"x40" KNOCKOUT
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(10) " BONDING INSERTS 14" BONDING INSERTS
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3 POSITION STANCHION (TYP.)
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12" SQ. X 4" DEEP SUMP
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12" RECESSED NEW PI-2(POLYPROPYLENE) PULLING IRONS (T&B)
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4/0 BARE COPPER GROUND WIRE
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4/0 COPPER GROUND WIRE (TYP.)
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(16) " DIA THREADED STEEL INSERT (BOTH LONG WALLS)58" DIA THREADED STEEL INSERT (BOTH LONG WALLS)
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3 POSITION STANCHION (TYP.)
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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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1216 5' W X 5' L X 5' H
AutoCAD SHX Text
NSM1216
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10400
AutoCAD SHX Text
ES-MA M1216
AutoCAD SHX Text
L.P.
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12/8/2017
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II.B.14.B.14
AutoCAD SHX Text
A
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A
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PLAN
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SECTION A-A
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TYPICAL WALLS ELEVATION
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4" OR 5" DIAMETER HOLES (TYP ALL SIDES)
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4/O BARE COPPER CABLE (TYP)
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(24) 4" OR 5" DIA. THERMADUCTS
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4/O BARE COPPER CABLE (TYP)
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(8) " BONDING INSERTS14" BONDING INSERTS
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12" DIA RECESSED NEW PI-2 (POLYPROPYLENE) PULLING IRON
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40" SQ. OPENING
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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. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA MANHOLE M1220 5'W X 5'L X 4'-6H
AutoCAD SHX Text
NSM1220
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9585
AutoCAD SHX Text
ES-MA M1220
AutoCAD SHX Text
L.P.
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12/18/2017
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II.B.15.B.15
AutoCAD SHX Text
A
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A
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PLAN
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SECTION A-A
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TYPICAL WALLS ELEVATION
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5" DIAMETER TERMADUCTS (TYP ALL SIDES)
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4/O BARE COPPER CABLE (TYP)
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(16) 5" DIA. TERMADUCTS
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4/O BARE COPPER CABLE (TYP)
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(8) " BONDING INSERTS14" BONDING INSERTS
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12" DIA RECESSED NEW PI-2 (POLYPROPYLENE) PULLING IRON
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30" SQ. 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.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA XFMR PAD 3801-1 6' X 6'-6" X 12"
AutoCAD SHX Text
A
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A
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PLAN
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SECTION A-A
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15"x42" OPENING
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1" CHAMFER
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1" CHAMFER
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NSTP3801-1
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5655
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ES-MA TP 3801-1
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L.P.
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12/18/2017
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II.C.1.C.1
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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".
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA XFMR PAD 3801-2 8' X 8' X 12"
AutoCAD SHX Text
NSTP3801-2
AutoCAD SHX Text
9280
AutoCAD SHX Text
ES-MA TP 3801-2
AutoCAD SHX Text
L.P.
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12/18/2017
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II.C.2.C.2
AutoCAD SHX Text
A
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PLAN
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SECTION A-A
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15"x54" OPENING
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1" CHAMFER
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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".
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA XFMR PAD 3803 6'-5" X 7' X 12"
AutoCAD SHX Text
NSTP3803
AutoCAD SHX Text
5500
AutoCAD SHX Text
ES-MA TP 3803
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/19/2017
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II.C.3.C.3
AutoCAD SHX Text
A
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A
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PLAN
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SECTION A-A
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SECTION B-B
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1" CHAMFER
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14"x40" OPENING
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B
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B
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1" CHAMFER
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".
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):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
AutoCAD SHX Text
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-MA XFMR PAD 3808 6'-5" X 7'-2" X 12"
AutoCAD SHX Text
NSTP3808
AutoCAD SHX Text
6675
AutoCAD SHX Text
ES-MA TP 3808
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/19/2017
AutoCAD SHX Text
II.C.4.C.4
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
1" CHAMFER
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14"x48" OPENING
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B
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B
AutoCAD SHX Text
1" CHAMFER
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".
℄ SYMM.
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 1PH XFMR VAULT 45" X 45" X 48"
AutoCAD SHX Text
NSV-1-48
AutoCAD SHX Text
3565
AutoCAD SHX Text
ES-MA 1PH XFMR VAULT
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/03/2018
AutoCAD SHX Text
II.D.1.D.1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
15"x25" OPENING
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4" TERMINATOR (6 EACH WALL)
AutoCAD SHX Text
4" TERMINATOR (6 EACH WALL)
AutoCAD SHX Text
TYPICAL ALL WALLS
AutoCAD SHX Text
78" DRILLED PENETRATION(1 EACH WALL)
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. 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". 3. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. 4. RATING: 25-167KVA 5. FORMERLY KNOWN AS: NE-12
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 3PH XFMR VAULT 72" X 72" X 48"
AutoCAD SHX Text
NSV-3-48
AutoCAD SHX Text
8195
AutoCAD SHX Text
ES-MA 3PH XFMR VAULT
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/03/2018
AutoCAD SHX Text
II.D.2.D.2
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
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17 "x42" 12"x42" OPENING
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(TYPICAL ELEVATION ALL 4 WALLS)
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4" TERMINATOR (6 EACH WALL)
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4" TERMINATOR (6 EACH WALL)
AutoCAD SHX Text
78" DRILLED PENETRATION(1 EACH WALL)
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. RATING: 150-300KVA. RATING: 150-300KVA. 7. FORMERLY KNOWN AS: NE-13.FORMERLY KNOWN AS: NE-13.
℄ SYMM.
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 1000KVA XFMR VAULT 84" X 90" X 52"
AutoCAD SHX Text
NSV-3-2P
AutoCAD SHX Text
13195
AutoCAD SHX Text
ES-MA 1000KVA XFMR VAULT
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/03/2018
AutoCAD SHX Text
II.D.3.D.3
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
18"x54" OPENING
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
TYPICAL WALLS ELEVATION
AutoCAD SHX Text
4" TERMINATORS (6 EACH WALL)
AutoCAD SHX Text
78" DRILLED PENETRATION(1 EACH WALL)
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. RATING: 225-1000KVA. RATING: 225-1000KVA. 7. FORMERLY KNOWN AS: NE-13A.FORMERLY KNOWN AS: NE-13A.
℄ SYMM.
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 3801-1 XFMR VAULT 6' X 6'-6" X 4'-4"
AutoCAD SHX Text
NSM3801-1
AutoCAD SHX Text
11240
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ES-MA 3801-1 XFMR VAULT
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L.P.
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12/19/2017
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II.D.4.D.4
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A
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A
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PLAN
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SECTION A-A
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TYPICAL WALLS ELEVATION
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4" TERMINATORS (3 EACH WALL)
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4" TERMINATORS (6 EACH WALL)
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15"x42" OPENING
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78" DRILLED PENETRATION(1 EACH WALL)
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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. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.
℄ SYMM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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EVERSOURCE-MA 3801-2 XFMR VAULT 8' X 8' X 4'-4"
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NSM3801-2
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14865
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ES-MA 3801-2 XFMR VAULT
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L.P.
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12/19/2017
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II.D.5.D.5
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A
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A
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PLAN
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SECTION A-A
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TYPICAL WALLS ELEVATION
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4" TERMINATORS (3 EACH WALL)
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4" TERMINATORS (6 EACH WALL)
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15"x54" OPENING
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(TYP.)
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78" DRILLED PENETRATION(1 EACH WALL)
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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. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.
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
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www.sheaconcrete.com
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New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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EVERSOURCE-NH 53-125 SINGLE PHASE SECTOR CABINET
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PSNH SECT1
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2,850#
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ES-NH 53-125 SECTOR CAB.dwg
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MNN
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01/03/2018
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III.A.1.A.1
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PLAN
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SECTION A-A
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NOTES: NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCEMENT: #5 REBAR. 3. SECTOR CABINET CODE 391-004 / 391-005. 4. MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.
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SECTION B-B
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A
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A
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B
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B
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ISOMETRIC
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N.T.S.
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CHAMFER ALONG TOP EDGE
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1" PVC
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH 53-128 SINGLE PHASE SECTOR CABINET
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PSNH SECT3
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3,600#
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ES-NH 53-128 SECTOR CAB.dwg
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MNN
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01/03/2018
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III.A.2.A.2
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NOTES: NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCEMENT: #5 REBAR. 3. SECTOR CABINET CODE 391-004 / 391-005. 4. MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.
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PLAN
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SECTION A-A
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SECTION B-B
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A
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A
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B
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B
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ISOMETRIC
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N.T.S.
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1" PVC
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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
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www.sheaconcrete.com
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New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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EVERSOURCE-NH PULLBOX (GRASSY AREA)
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PSNHPB
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7,400#
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EVERSOURCE PULLBOX GRASSY AREA.dwg
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MNN
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01/05/2018
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III.A.3.A.3
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCING: ASTM-A615 GRADE #60 3. DESIGNED FOR H-10 LOADING.
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A
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A
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B
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B
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(6) 7" KNOCKOUTSFOR CONDUIT
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(3) PULL POCKETS
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PLAN
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SECTION A-A
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SECTION B-B
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(3) TOP SLAB LIFTING HANDLES
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(3) RECESSED LIFTING HANDLES
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WEIGHT
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2,600#
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4,800#
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ITEM
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COVER
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BASE
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TOTAL
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7,400#
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH SPLICE PIT
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PSNHMH4X6
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SEE TABLE
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EVERSOURCE_SPLICE PIT.dwg
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MNN
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11/28/2017
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III.A.4.A.4
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PLAN
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SECTION A-A
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A
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SECTION B-B
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4"x4" BEAM POCKET
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(4 QTY) 7" HOLES(3 SIDES)
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RECESSED LIFT HANDLE (2 EACH COVER SLAB)
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1" CHAMFER ALONG 3 EDGES OF BOTH COVERS, TYP.
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B
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B
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A
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4X4 PT BEAM
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COVER (EACH)
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675 LBS
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WEIGHT
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PULL BOX
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6,500 LBS
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(3)1 " RECESSED 12" RECESSEDPI-2 (POLYPROPYLENE) PULLING IRONS
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(2) 7'4"x2'8" COVERS
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. DESIGNED FOR H-10 LOADING. 3. STEEL REINFORCEMENT PER ASTM-A615 GRADE 60
℄ SYMM.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH MANHOLE R10001-1 6'W X 12'L X 7'H
AutoCAD SHX Text
EV-VAULT-R10001-1
AutoCAD SHX Text
35,500#
AutoCAD SHX Text
ES-NH MH R10001-1.dwg
AutoCAD SHX Text
NMB
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05/29/2018
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III.B.1.B.1
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PLAN
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SECTION B-B
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30" ACCESSOPENING
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B
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B
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A
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A
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1" CHAMFER OUTSIDE EDGES, TYP.
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(4) 24" SQ KNOCKOUTS
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OPPOSITE WALL SIMILAR
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12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS
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4/0 COPPER GROUND WIRE (TYP.)
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4/0 BARE COPPER GROUND WIRE
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SECTION A-A
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(24) " INSERTS 12" INSERTS FOR RACKING
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OPPOSITE WALL SIMILAR
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
TOP
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WEIGHT
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BOTTOM
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TOTAL
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35,500 LBS
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17,750 LBS
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17,750 LBS
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. 3. DESIGNED FOR HS20-44 LOADING. DESIGNED FOR HS20-44 LOADING. 4. EXTERIOR COATING PROVIDED.EXTERIOR COATING PROVIDED.
AutoCAD SHX Text
12"x 4"SUMP
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12"x 4"SUMP
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH MANHOLE R10001-2 6'W X 12'L X 7'H
AutoCAD SHX Text
EV-VAULT-R10001-2
AutoCAD SHX Text
42,250#
AutoCAD SHX Text
ES-NH MH R10001-2.dwg
AutoCAD SHX Text
NMB
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07/25/2017
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III.B.2.B.2
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SECTION A-A
AutoCAD SHX Text
SECTION B-B
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30" ACCESS OPENING
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12"x 4"SUMP
AutoCAD SHX Text
(4) 24" SQ KNOCKOUTS
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. 3. DESIGNED FOR HS20-44 LOADING. DESIGNED FOR HS20-44 LOADING. 4. EXTERIOR COATING PROVIDED.EXTERIOR COATING PROVIDED.
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PLAN
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B
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B
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A
AutoCAD SHX Text
(24) " INSERTS 12" INSERTS FOR RACKING
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
12" x 4"SUMP
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
1" CHAMFER OUTSIDE EDGES, TYP.
AutoCAD SHX Text
12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS
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30" RISER (AS NEEDED)
AutoCAD SHX Text
30" FRAMEAND COVER
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66"x58" OPENING
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CHAMFER
AutoCAD SHX Text
4/0 BARE COPPER GROUND WIRE
AutoCAD SHX Text
TOP
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WEIGHT
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BOTTOM
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TOTAL
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42,250 LBS
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17,750 LBS
AutoCAD SHX Text
17,750 LBS
AutoCAD SHX Text
SECTOR CABINET
AutoCAD SHX Text
6,750 LBS
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH MANHOLE R10001-3 6'W X 12'L X 7'H
AutoCAD SHX Text
EV-VAULT-R10001-3
AutoCAD SHX Text
38,900#
AutoCAD SHX Text
ES-NH MH R10001-3.dwg
AutoCAD SHX Text
NMB
AutoCAD SHX Text
07/14/2015
AutoCAD SHX Text
III.B.3.B.3
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
30" ACCESSOPENING
AutoCAD SHX Text
(4) 24" SQ KNOCKOUTS
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
OPPOSITE WALL SIMILAR
AutoCAD SHX Text
CHAMFER
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. ALL REINFORCEMENT PER ASTM A615, GRADE 60, 1" MIN COVER. 3. DESIGNED FOR HS20-44 LOADING. DESIGNED FOR HS20-44 LOADING. 4. EXTERIOR COATING PROVIDED.EXTERIOR COATING PROVIDED.
AutoCAD SHX Text
PLAN
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
(24) " INSERTS 12" INSERTS FOR RACKING
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
1" CHAMFER OUTSIDE EDGES, TYP.
AutoCAD SHX Text
12" RECESSEDNEW PI-2 (POLYPROPYLENE) PULLING IRONS
AutoCAD SHX Text
30" RISER (AS NEEDED)
AutoCAD SHX Text
30" FRAMEAND COVER
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16"x72" OPENING
AutoCAD SHX Text
16"x72" OPENING
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12"x 4"SUMP
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12"x 4"SUMP
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4/0 BARE COPPER GROUND WIRE
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TOP
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WEIGHT
AutoCAD SHX Text
BOTTOM
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TOTAL
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38,900 LBS
AutoCAD SHX Text
17,750 LBS
AutoCAD SHX Text
17,750 LBS
AutoCAD SHX Text
SECTOR CABINET
AutoCAD SHX Text
3,400 LBS
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH 53-102 TRANSFORMER PAD 25-75 KVA
AutoCAD SHX Text
25-75 KVA
AutoCAD SHX Text
1,936#
AutoCAD SHX Text
ES-NH TP 53-102
AutoCAD SHX Text
MNN
AutoCAD SHX Text
01/02/2018
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III.C.1.C.1
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PLAN
AutoCAD SHX Text
SECTION A-A
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SECTION B-B
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A
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A
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ISOMETRIC
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
NOTES: NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. 3. MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.
AutoCAD SHX Text
1" PVC
AutoCAD SHX Text
LIFTING HANDLES
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
CHAMFER ALONG TOP EDGE
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
EVERSOURCE-NH 53-102L TRANSFORMER PAD 100 TO 250 KVA
AutoCAD SHX Text
100-250 KVA
AutoCAD SHX Text
3,022#
AutoCAD SHX Text
ES-NH TP 53-102L
AutoCAD SHX Text
MNN
AutoCAD SHX Text
01/02/2018
AutoCAD SHX Text
III.C.2.C.2
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PLAN
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SECTION A-A
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SECTION B-B
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A
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A
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ISOMETRIC
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N.T.S.
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B
AutoCAD SHX Text
LIFTING HANDLES
AutoCAD SHX Text
NOTES: NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. 3. MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.
AutoCAD SHX Text
1" PVC
AutoCAD SHX Text
B
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):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
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PAGE:
AutoCAD SHX Text
DRAWN BY:
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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-NH 53-111 3-PHASE TRANSFORMER PAD 75-500 KVA
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53-111
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12,600#
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ES-NH TP 53-111
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NMB
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03/21/2018
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III.C.3.C.3
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1" CHAMFER
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24" x 52" Opening
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1" PVC
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A
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A
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SECTION A-A
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PLAN
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NOTES: 1. CONCRETE: 4,000 PSI MIN. AFTER 28 DAYS CONCRETE: 4,000 PSI MIN. AFTER 28 DAYS 2. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. 3. PAD MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONSPAD MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS
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RECESSED HANDLES 4 PLACES
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Specifications subject to change without notice
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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
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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-NH 53-116 3-PHASE TRANSFORMER PAD 750-2000 KVA
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53-116
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14,200#
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ES-NH TP 53-116
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NMB
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03/21/2018
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III.C.4.C.4
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NOTES: 1. CONCRETE: 4,000 PSI MIN. AFTER 28 DAYS CONCRETE: 4,000 PSI MIN. AFTER 28 DAYS 2. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. REINFORCEMENT STEEL CONFORMS TO ASTM A615 GRADE 60 #6 REBAR. 3. PAD MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.PAD MEETS OR EXCEEDS EVERSOURCE SPECIFICATIONS.
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24" x 72" Opening
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RECESSED HANDLES 4 PLACES
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1" CHAMFER
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1" PVC
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A
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A
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SECTION A-A
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PLAN
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PLAN
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SECTION A-A
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A
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A
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B
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B
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SECTION B-B
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4" TERMINATORS (2 PER SIDE)
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PULLING IRONS
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3'-2" SQUARE
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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NATIONAL GRID HANDHOLE 38" X 54" X 24" UM19
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NGHH38X54-24
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5050
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NGHH38X54-24
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L.P.
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12/21/2017
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IV.A.1V.A.1
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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". 5. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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NATIONAL GRID HANDHOLE 38" X 54" X 48" UM19
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NGHH38X54-48
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8530
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NGHH38X54-48
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L.P.
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12/21/2017
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IV.A.2V.A.2
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PLAN
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A
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A
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B
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B
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4" TERMINATORS (2 PER SIDE)
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PULLING IRONS
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3'-2" SQUARE
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SECTION A-A
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SECTION B-B
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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". 5. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL. ALL TERMINATORS SHALL HAVE BELL ENDS FLUSH WITH THE INSIDE WALL.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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NATIONAL GRID LIGHT POLE BASE 24"SQ X 48"H SF01
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NGLPBMS6640
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2100
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NGMS6640LPB
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L.P.
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12/21/2017
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IV.B.1V.B.1
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". 3. ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) 34" DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) HEAVY HEX HEAD NUTS AND (2) ROUND WASHERS. MINIMUM 12" THREAD LENGTH. ALL HARDWARE SHALL CONFORM TO ASTM A36, A563, AND F844, RESPECTIVELY. FABRICATED IN ACCORDANCE WITH ASTM F1554 AND HOT-DIP GALVANIZED PER A153.
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2" CHAMFER
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(4) " x 48" x 3" ANCHOR BOLT (GALV) ON 8 " 34" x 48" x 3" ANCHOR BOLT (GALV) ON 812" BOLT CIRCLE (W/2 NUTS & 2 WASHERS)
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A
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(4) #4 BAR EA. SIDE VERT.
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REINFORCEMENT LAYOUT
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2" CHAMFER
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SCHEMATIC ISOMETRIC N.T.S.
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Specifications subject to change without notice
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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
AutoCAD SHX Text
800-696-7432 (SHEA)
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NATIONAL GRID LIGHT POLE BASE 24"SQ X 48"H SF02
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NGLPBMS6641
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2100
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NGMS6641LPB
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L.P.
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12/21/2017
AutoCAD SHX Text
IV.B.2V.B.2
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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2" CHAMFER
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(4) " x 48" x 3" ANCHOR BOLT (GALV) ON 11 " 34" x 48" x 3" ANCHOR BOLT (GALV) ON 1112" BOLT CIRCLE (W/2 NUTS & 2 WASHERS)
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A
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A
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(4) #4 BAR EA. SIDE VERT.
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REINFORCEMENT LAYOUT
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2" CHAMFER
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16
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FT
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MAX
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POLE
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HT
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"16 FT MAX POLE HT" CAST INTO TOP OF BASE
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SCHEMATIC ISOMETRIC N.T.S.
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". 3. ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) 34" DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) HEAVY HEX HEAD NUTS AND (2) ROUND WASHERS. MINIMUM 12" THREAD LENGTH. ALL HARDWARE SHALL CONFORM TO ASTM A36, A563, AND F844, RESPECTIVELY. FABRICATED IN ACCORDANCE WITH ASTM F1554 AND HOT-DIP GALVANIZED PER A153.
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
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID LIGHT POLE BASE 24"SQ X 48"H SF03
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NGLPBMS6642
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2100
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NGMS6642LPB
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L.P.
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12/21/2017
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IV.B.3V.B.3
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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2" CHAMFER
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(4) " x 48" x 3" ANCHOR BOLT (GALV) ON 15" 34" x 48" x 3" ANCHOR BOLT (GALV) ON 15" BOLT CIRCLE (W/2 NUTS & 2 WASHERS)
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A
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A
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(4) #4 BAR EA. SIDE VERT.
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REINFORCEMENT LAYOUT
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2" CHAMFER
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16
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FT
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MAX
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POLE
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HT
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"16 FT MAX POLE HT" CAST INTO TOP OF BASE
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SCHEMATIC ISOMETRIC N.T.S.
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". 3. ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) 34" DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) HEAVY HEX HEAD NUTS AND (2) ROUND WASHERS. MINIMUM 12" THREAD LENGTH. ALL HARDWARE SHALL CONFORM TO ASTM A36, A563, AND F844, RESPECTIVELY. FABRICATED IN ACCORDANCE WITH ASTM F1554 AND HOT-DIP GALVANIZED PER A153.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID LIGHT POLE BASE 24"SQ X 60"H SF10
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NGLPBMS6650
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2450
AutoCAD SHX Text
NGMS6650LPB
AutoCAD SHX Text
L.P.
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12/21/2017
AutoCAD SHX Text
IV.B.4V.B.4
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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2" CHAMFER
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(4) " x 48" x 3" ANCHOR BOLT (GALV) ON 11 " 34" x 48" x 3" ANCHOR BOLT (GALV) ON 1112" BOLT CIRCLE (W/2 NUTS & 2 WASHERS)
AutoCAD SHX Text
A
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A
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(4) #4 BAR EA. SIDE VERT.
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REINFORCEMENT LAYOUT
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2" CHAMFER
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16
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FT
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MAX
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POLE
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HT
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"16 FT MAX POLE HT" CAST INTO TOP OF BASE
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SCHEMATIC ISOMETRIC N.T.S.
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". 3. ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) 34" DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) HEAVY HEX HEAD NUTS AND (2) ROUND WASHERS. MINIMUM 12" THREAD LENGTH. ALL HARDWARE SHALL CONFORM TO ASTM A36, A563, AND F844, RESPECTIVELY. FABRICATED IN ACCORDANCE WITH ASTM F1554 AND HOT-DIP GALVANIZED PER A153.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID LIGHT POLE BASE 24"SQ X 60"H SF11
AutoCAD SHX Text
NGLPBMS6651
AutoCAD SHX Text
2450
AutoCAD SHX Text
NGMS6651LPB
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
12/21/2017
AutoCAD SHX Text
IV.B.5V.B.5
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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2" CHAMFER
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(4) " x 48" x 3" ANCHOR BOLT (GALV) ON 15" 34" x 48" x 3" ANCHOR BOLT (GALV) ON 15" BOLT CIRCLE (W/2 NUTS & 2 WASHERS)
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A
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A
AutoCAD SHX Text
(4) #4 BAR EA. SIDE VERT.
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REINFORCEMENT LAYOUT
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2" CHAMFER
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16
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FT
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MAX
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POLE
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HT
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"16 FT MAX POLE HT" CAST INTO TOP OF BASE
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SCHEMATIC ISOMETRIC N.T.S.
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1". 3. ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) ANCHOR BOLTS: (4) " DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) 34" DIAMETER X 48" X 3" L-SHAPED GALVANIZED STEEL, EACH WITH (2) HEAVY HEX HEAD NUTS AND (2) ROUND WASHERS. MINIMUM 12" THREAD LENGTH. ALL HARDWARE SHALL CONFORM TO ASTM A36, A563, AND F844, RESPECTIVELY. FABRICATED IN ACCORDANCE WITH ASTM F1554 AND HOT-DIP GALVANIZED PER A153.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID UTILITY MANHOLE 6' X 13' X 6'-6" UM22
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NG-613-66
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34500
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NGRID UM22
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L.P.
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12/22/2017
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IV.C.1-1V.C.1-1
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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 COVER 1" 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.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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PLAN
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A
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A
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B
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B
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4/0 COPPER GROUND WIRE (TYP.)
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12" SQ. x 4" DEEP SUMP
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1" PULL EYE (TYP)
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(TYP)(TYP)
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(TYP)(TYP)
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(TYP)(TYP)
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6" KNOCKOUTS(4 EACH LONG WALL)
℄ SYMM.
℄ SYMM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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NG-613-66
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34500
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NGRID UM22
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L.P.
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12/22/2017
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IV.C.1-2V.C.1-2
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NATIONAL GRID UTILITY MANHOLE 6' X 13' X 6'-6" UM22
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SECTION B-B
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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1'-0"
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1'-0"
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6" KNOCKOUTS(4 EACH LONG WALL)
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30" x 54" KNOCKOUT
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OPPOSITE WALLS ARE MIRROR IMAGES.
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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12" SQ. x 4" DEEP SUMP
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1" PULL EYE (TYP)
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6" KNOCKOUTS(4 EACH LONG WALL)
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4/0 COPPER GROUND WIRE (TYP.)
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UNISTRUT
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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NATIONAL GRID 3-WAY MANHOLE 10' X 13' X 6'-6" UM23
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NGUM23
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37000
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NGRID UM23
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L.P.
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12/27/2017
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IV.C.2-1V.C.2-1
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3" BEVEL IN ROOF OPENING
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12" Sq. x 4" Dp. Sump w/ Installed Heavy Duty Non-Metallic Grating
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4/0 Copper Ground Wire (Typ)
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B
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B
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PLAN VIEW
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A
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A
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3'-2" Square Hole In Roof
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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 COVER 1" 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.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID 3-WAY MANHOLE 10' X 13' X 6'-6" UM23
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NGUM23
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37000
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NGRID UM23
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L.P.
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12/27/2017
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IV.C.2-2V.C.2-2
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4/0 Copper Ground Wire
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SECTION AA
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SECTION BB
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4/0 Copper Ground Wire
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12" X 12" SUMP 4" DEEP
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UNISTRUT SUPPLIED BY OTHERS
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
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NATIONAL GRID UTILITY MANHOLE 5' X 9' X 7' UM39
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NG-59-7
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21000
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NGRID UM39
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L.P.
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12/27/2017
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IV.C.3V.C.3
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KNOCKOUTS
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(A)
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16"x38"
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(B)
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24"x38"
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(A)
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(A)
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(A)
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(A)
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(B)
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(B)
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(B)
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(B)
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(A)
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(A)
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PLAN
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ELEVATION
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1'-8"
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38" OPENING
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12"x12"x4"D SUMP
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3" BEVEL
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PULL EYE (TYP) TOTAL OF 12
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PULL EYE (TYP) TOTAL OF 12
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12"x12"x4"D SUMP
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1 "x1 " GALV. 58"x1 " GALV. 58" GALV. UNISTRUT (TYP)
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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 COVER 1" 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.
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
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www.sheaconcrete.com
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR MANHOLE 6' X 13' X 6'-6" UM20
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NG-613-66SG
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31840
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NGSWITCHGEARMH
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L.P.
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1/2/2017
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IV.D.1-1V.D.1-1
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PLAN
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4/0 COPPER GROUND WIRE (TYP.)
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A
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A
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B
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B
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30"x21" KNOCKOUTS (2 EACH LONG WALL)
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C
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C
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12" SQ. x 4" DEEP SUMP W/ POLYLOC GRATE
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1" PULL W/3" EYE (TYP.)
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3"x3" HAUNCH TO RECIEVE CONC. COLLAR
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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 COVER 1" 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.
℄ SYMM. ℄ SYMM.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR MANHOLE 6' X 13' X 6'-6" UM20
AutoCAD SHX Text
NG-613-66SG
AutoCAD SHX Text
31840
AutoCAD SHX Text
NGSWITCHGEARMH
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L.P.
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1/2/2017
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IV.D.1-2V.D.1-2
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SECTION B-B
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SECTION A-A
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30" x 54" KNOCKOUT
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OPPOSITE WALLS ARE MIRROR IMAGES.
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1" PULL EYE (TYP)
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COLLAR TO BE SPECIFIED BY ITEM ID
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OPPOSITE WALLS ARE MIRROR IMAGES.
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SECTION C-C
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SEE SECTION B-B FOR DIMENSIONAL INFORMATION NOT SHOWN
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1" PULL W/3" EYE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
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INSERT TO RECIEVE UNISTRUT (TYP)
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NOTE:
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B
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B
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C
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C
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CONC. COLLAR (BEYOND)
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR MANHOLE 7' X 14' X 6'-6" UM21
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NG-714-66SG
AutoCAD SHX Text
36585
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NG_LARGESWITCHGEAR_MH
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L.P.
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1/2/2017
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IV.D.2-1V.D.2-1
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1" PULL W/3" EYE (TYP.)
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12" SQ. x 4" DEEP SUMP W/ POLYLOC GRATE
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A
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C
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B
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B
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PLAN
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3"x3" HAUNCH TO RECIEVE CONC. COLLAR
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30"x21" KNOCKOUTS (2 EACH LONG WALL)
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4/0 COPPER GROUND WIRE (TYP.)
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A
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C
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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 COVER 1" 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.
℄ SYMM.
℄ SYMM.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR MANHOLE 7' X 14' X 6'-6" UM21
AutoCAD SHX Text
NG-714-66SG
AutoCAD SHX Text
36585
AutoCAD SHX Text
NG_LARGESWITCHGEAR_MH
AutoCAD SHX Text
L.P.
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1/2/2017
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IV.D.2-2V.D.2-2
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SECTION B-B
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OPPOSITE WALLS ARE MIRROR IMAGES.
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1" PULL EYE (TYP)
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SECTION C-C
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4/0 COPPER GROUND WIRE (TYP.)
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SEE SECTION B-B FOR DIMENSIONAL INFORMATION NOT SHOWN
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B
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B
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C
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COLLAR TO BE SPECIFIED BY ITEM ID
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UNISTRUT (TYP)
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30" x 54" KNOCKOUT
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CONC. COLLAR (BEYOND)
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SECTION A-A
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1" PULL W/3" EYE (TYP.)
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C
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NOTE:
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OPPOSITE WALLS ARE MIRROR IMAGES.
℄ SYMM.
℄ SYMM.
℄ SYMM.
℄ SYMM.
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR COLLAR 'A'
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NGSGCA
AutoCAD SHX Text
9610
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NGSWG COLLAR A
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L.P.
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1/3/2017
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IV.D.3V.D.3
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A
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A
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B
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COLLAR "A" 15kV SG COLLAR PLAN
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B
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SECTION A-A
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SECTION B-B
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, TOP AT SURFACE. 3. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM COVER 1" 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
℄ SYMM.
℄ SYMM.
℄ SYMM. ℄ SYMM.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID SWITCHGEAR COLLAR 'B'
AutoCAD SHX Text
NGSGCB
AutoCAD SHX Text
9610
AutoCAD SHX Text
NGSWG COLLAR B
AutoCAD SHX Text
L.P.
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1/3/2017
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IV.D.4V.D.4
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COLLAR "B" 25/35kV SG COLLAR PLAN
AutoCAD SHX Text
A
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B
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B
AutoCAD SHX Text
A
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SECTION A-A
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SECTION B-B
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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 COVER 1" 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER PAD 64" X 81" X 10" UF8A
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NGMS2582
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4040
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NG 75-500KVA
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L.P.
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1/4/2017
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IV.E.1V.E.1
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PLAN
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A
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A
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B
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B
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34" CHAMFER
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PRIMARY
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SECONDARY
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SECTION A-A
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SECTION B-B
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34" CHAMFER
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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 COVER 1"
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID OIL CONTAINMENT CURB 75-500 KVA UF7A
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NGOC124X142
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5365
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NG CURB500KVA
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L.P.
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1/4/2017
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IV.E.2V.E.2
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PLAN
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A
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A
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SECTION A-A
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34" CHAMFER
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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 COVER 1"
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER PAD 82" X 83" X 10" UF8B
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NGMS2583
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5275
AutoCAD SHX Text
NG 750-2500KVA
AutoCAD SHX Text
L.P.
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1/4/2017
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IV.E.3V.E.3
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PLAN
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A
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A
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B
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B
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34" CHAMFER
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PRIMARY
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SECONDARY
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SECTION A-A
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SECTION B-B
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34" CHAMFER
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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 COVER 1"
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID OIL CONTAINMENT CURB 750-2500 KVA UF7B
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NGOC142X143
AutoCAD SHX Text
6090
AutoCAD SHX Text
NG CURB2500KVA
AutoCAD SHX Text
L.P.
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1/4/2017
AutoCAD SHX Text
IV.E.4V.E.4
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PLAN
AutoCAD SHX Text
A
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A
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SECTION A-A
AutoCAD SHX Text
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 COVER 1"
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER PAD 62" X 85" X 10" UF8C
AutoCAD SHX Text
NG300KVA3
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4425
AutoCAD SHX Text
NG 75-300KVA
AutoCAD SHX Text
L.P.
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1/4/2017
AutoCAD SHX Text
IV.E.5V.E.5
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
A
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A
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B
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34" CHAMFER
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PRIMARY
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SECONDARY
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SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
34" CHAMFER
AutoCAD SHX Text
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 COVER 1"
AutoCAD SHX Text
B
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER PAD 84" X 96" X 10" UF8D
AutoCAD SHX Text
NGMS2585
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6770
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NG 2585 TP
AutoCAD SHX Text
L.P.
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1/4/2017
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IV.E.6V.E.6
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A
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A
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PLAN
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SECTION A-A
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SECTION B-B
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1" CHAMFER
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B
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B
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1" CHAMFER
AutoCAD SHX Text
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 COVER 1"
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:
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER VAULT 62" X 85" X 2'-6"
AutoCAD SHX Text
NGTV2584
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6400
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NGRID MS 2584
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L.P.
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1/4/2017
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IV.F.1V.F.1
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PLAN VIEW
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SECTION A-A
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15"x44" OPENNG
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A
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A
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1" CHAMFER
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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 COVER 1". 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NATIONAL GRID TRANSFORMER VAULT 84" X 96" X 2'-6"
AutoCAD SHX Text
NGTV2585
AutoCAD SHX Text
8590
AutoCAD SHX Text
NGRID MS 2585
AutoCAD SHX Text
L.P.
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1/4/2017
AutoCAD SHX Text
IV.F.2V.F.2
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A
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A
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PLAN
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SECTION A-A
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18"x60" OPENNG
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1" CHAMFER
AutoCAD SHX Text
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 COVER 1". 5. CONSTRUCTION JOINT SHALL BE SEALED WITH 1" BUTYL RUBBER OR APPROVED EQUAL.
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
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DATE:
AutoCAD SHX Text
PAGE:
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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
NH CO-OP U5-4 SINGLE PHASE PULL VAULT
AutoCAD SHX Text
NHEC-U54PV
AutoCAD SHX Text
4,170#
AutoCAD SHX Text
U5-4 SINGLE PHASE PULL VAULT.dwg
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MNN
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12/22/2017
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V.A.1
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCING STEEL CONFORMS TO: ASTM A615 GRADE 60. 3. CONFORMS TO NHEC SPECIFICATION. 4. VAULT ASSEMBLY FOR PULLING (REF:U7-5B COVER). 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE. 6. VAULT IS FOR NON-TRAFFIC APPLICATIONS.
AutoCAD SHX Text
COVER U5-4C
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SECTION A-A
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ASSEMBLED
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A
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A
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B
AutoCAD SHX Text
B
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PLAN VIEW
AutoCAD SHX Text
KNOCKOUTS TYP 4 PLACES
AutoCAD SHX Text
(2) RECESSED LIFTING HANDLES
AutoCAD SHX Text
(4) RECESSED PULLING HANDLES
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):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
AutoCAD SHX Text
PAGE:
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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
NH CO-OP U5-4 SINGLE PHASE TRANSFORMER ASSEMBLY
AutoCAD SHX Text
NHEC-U54T
AutoCAD SHX Text
4,170#
AutoCAD SHX Text
U5-4 SINGLE PHASE TRANSFORMER.dwg
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NMB
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12/26/2017
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V.A.2
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. REINFORCING STEEL CONFORMS TO: ASTM A615 GRADE 60. 3. CONFORMS TO NHEC SPECIFICATION. 4. VAULT ASSEMBLY FOR SINGLE RESIDENCE TRANSFORMER (REF:U6-5A PAD). 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE. 6. VAULT IS FOR NON-TRAFFIC APPLICATIONS.
AutoCAD SHX Text
SECTION A-A
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ASSEMBLED
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A
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A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
KNOCKOUTS TYP 4 PLACES
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COVER U5-4P
AutoCAD SHX Text
(2) RECESSED LIFTING HANDLES
AutoCAD SHX Text
(4) RECESSED PULLING HANDLES
SHEA
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
NH CO-OP U5-5 SINGLE PHASE SECTIONALIZING VAULT (30" CABINET)
AutoCAD SHX Text
NHEC-U551PSEC
AutoCAD SHX Text
10,035#
AutoCAD SHX Text
U5-5 SINGLE PHASE SEC VAULT 30.dwg
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NMB
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06/22/2015
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V.A.3
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SECTION A-A
AutoCAD SHX Text
GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR NON-TRAFFIC APPLICATIONS VAULT IS FOR NON-TRAFFIC APPLICATIONS 7. VAULT IS FOR 30" LENGTH SECTIONALIZERVAULT IS FOR 30" LENGTH SECTIONALIZER
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN VIEW
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A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
D
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D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
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COVER U7-5B
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PAD U6-5B
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(12"x18") OPENING
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(24"x24") OPENING TOTAL OF 2
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RECESSED PULL HANDLES TOTAL OF 4
AutoCAD SHX Text
EST WEIGHT: COVER: 1,840 LBS 1,840 LBS PAD: 1,520 LBS 1,520 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 10,035 LBS
AutoCAD SHX Text
KNOCKOUTS
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MARK:
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QTY:
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DIM:
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PLACE:
AutoCAD SHX Text
(A)
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(4)
AutoCAD SHX Text
(6"x12"x2")
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EA. END
AutoCAD SHX Text
(B)
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(4)
AutoCAD SHX Text
(6"x17"x2")
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EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
AutoCAD SHX Text
(C)
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(2)
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(5"x8"x2")
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EA. END
AutoCAD SHX Text
(D)
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(2)
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(8"x8"x2")
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EA. SIDE
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
NOTE 3
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
FOR SINGLE PHASE 15 OR 25 KV TRANSFORMER (15- 167 KVA)
SHEA
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
NH CO-OP U5-5 SPLICING & PULLING VAULT
AutoCAD SHX Text
NHEC-U551PSPLICE
AutoCAD SHX Text
9,940#
AutoCAD SHX Text
U5-5 SINGLE PHASE SPLICE PULL.dwg
AutoCAD SHX Text
NMB
AutoCAD SHX Text
06/22/2015
AutoCAD SHX Text
V.A.4
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SECTION A-A
AutoCAD SHX Text
GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR MULTIPLE RESIDENCE APPLICATIONS VAULT IS FOR MULTIPLE RESIDENCE APPLICATIONS 7. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN VIEW
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A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
COVER U7-5B
AutoCAD SHX Text
PAD U7-5A
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RECESSED PULL HANDLES TOTAL OF 4
AutoCAD SHX Text
EST WEIGHT: COVER A: 1,425 LBS 1,425 LBS COVER B: 1,840 LBS 1,840 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 9,940 LBS9,940 LBS
AutoCAD SHX Text
KNOCKOUTS
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MARK:
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QTY:
AutoCAD SHX Text
DIM:
AutoCAD SHX Text
PLACE:
AutoCAD SHX Text
(A)
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(6"x12"x2")
AutoCAD SHX Text
EA. END
AutoCAD SHX Text
(B)
AutoCAD SHX Text
(4)
AutoCAD SHX Text
(6"x17"x2")
AutoCAD SHX Text
EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
AutoCAD SHX Text
(C)
AutoCAD SHX Text
(2)
AutoCAD SHX Text
(5"x8"x2")
AutoCAD SHX Text
EA. END
AutoCAD SHX Text
(D)
AutoCAD SHX Text
(2)
AutoCAD SHX Text
(8"x8"x2")
AutoCAD SHX Text
EA. SIDE
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
(24"x24") OPENING TOTAL OF 2
AutoCAD SHX Text
NOTE 3
AutoCAD SHX Text
C
AutoCAD SHX Text
C
SHEA
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):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
AutoCAD SHX Text
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-5 TRANSFORMER VAULT
AutoCAD SHX Text
NHEC-U551PTRANS
AutoCAD SHX Text
9,945#
AutoCAD SHX Text
U5-5 SINGLE PHASE TRANS.dwg
AutoCAD SHX Text
NMB
AutoCAD SHX Text
06/22/2015
AutoCAD SHX Text
V.A.5
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SECTION A-A
AutoCAD SHX Text
GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR MULTIPLE RESIDENCE APPLICATIONS VAULT IS FOR MULTIPLE RESIDENCE APPLICATIONS 7. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
COVER U7-5B
AutoCAD SHX Text
PAD U6-5A
AutoCAD SHX Text
(15"x26") OPENING
AutoCAD SHX Text
FOR SINGLE PHASE 15 OR 25 KV TRANSFORMER (15- 167 KVA)
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
(24"x24") OPENING TOTAL OF 2
AutoCAD SHX Text
NOTE 3
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
RECESSED PULL HANDLES TOTAL OF 4
AutoCAD SHX Text
EST WEIGHT: COVER: 1,840 LBS 1,840 LBS PAD: 1,430 LBS 1,430 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 9,945 LBS9,945 LBS
AutoCAD SHX Text
KNOCKOUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(A)
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(4)
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(6"x12"x2")
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EA. END
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(B)
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(4)
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(6"x17"x2")
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EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(C)
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(2)
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(5"x8"x2")
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EA. END
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(D)
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(2)
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(8"x8"x2")
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EA. SIDE
SHEA
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-5 THREE PHASE 7.2 KV SECTIONALIZER VAULT - 48"
AutoCAD SHX Text
NHEC-U553PSEC7
AutoCAD SHX Text
9,860#
AutoCAD SHX Text
U5-5 THREE PHASE SEC 48.dwg
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NMB
AutoCAD SHX Text
06/22/2015
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V.A.6
AutoCAD SHX Text
SECTION A-A
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GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
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A
AutoCAD SHX Text
PLAN VIEW
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A
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A
AutoCAD SHX Text
A
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A
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B
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B
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B
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B
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D
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D
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C
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C
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A
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COVER U7-5A
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PAD U6-5D
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(15"x36") OPENING
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RECESSED PULL HANDLES TOTAL OF 4
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EST WEIGHT: COVER: 1,425 LBS 1,425 LBS PAD: 1,760 LBS 1,760 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 9,860 LBS
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KNOCKOUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(A)
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(4)
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(6"x12"x2")
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EA. END
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(B)
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(4)
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(6"x17"x2")
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EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(C)
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(2)
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(5"x8"x2")
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EA. END
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(D)
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(2)
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(8"x8"x2")
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EA. SIDE
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THREE PHASE SECTIONALIZER VAULT 7.2 KV (48" CABINET) FOR U5-5 VAULT
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(24"x24") OPENING TOTAL OF 2
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D
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B
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B
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NOTE 3
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C
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C
SHEA
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Specifications subject to change without notice
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-5 THREE PHASE 14.2 KV SECTIONALIZING CAB - 66"
AutoCAD SHX Text
NHEC-U553PSEC14
AutoCAD SHX Text
9,650#
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U5-5 THREE PHASE SEC 66.dwg
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NMB
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06/22/2015
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V.A.7
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SECTION A-A
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GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
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A
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PLAN VIEW
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A
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A
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A
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A
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B
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B
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B
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B
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D
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D
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C
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C
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A
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COVER U7-5AC
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PAD U6-5E
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(16"x60") OPENING
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THREE PHASE SECTIONALIZER VAULT 14.2 KV (66" CABINET) FOR U5-5 VAULT
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RECESSED PULL HANDLES TOTAL OF 4
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EST WEIGHT: COVER: 815 LBS 815 LBS PAD: 2,160 LBS 2,160 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 9,650 LBS9,650 LBS
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KNOCKOUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(A)
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(4)
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(6"x12"x2")
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EA. END
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(B)
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(4)
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(6"x17"x2")
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EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(C)
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(2)
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(5"x8"x2")
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EA. END
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(D)
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(2)
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(8"x8"x2")
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EA. SIDE
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(24"x24") OPENING TOTAL OF 2
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D
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B
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B
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NOTE 3
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C
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C
SHEA
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-5 THREE PHASE 7.2 KV SEC VAULT - PLYMOUTH 48"
AutoCAD SHX Text
NHEC-U553PSEC7PLY
AutoCAD SHX Text
9,865#
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U5-5 THREE PHASE SEC 48 PLY.dwg
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NMB
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06/22/2015
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V.A.8
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SECTION A-A
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GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. BUTYL JOINT SEALANT PROVIDED BUTYL JOINT SEALANT PROVIDED 4. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 5. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 6. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
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A
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PLAN VIEW
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A
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A
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A
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A
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B
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B
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B
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B
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D
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D
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C
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C
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A
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COVER U7-5B
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PAD U6-5D-P
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(15"x36") OPENING
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RECESSED PULL HANDLES TOTAL OF 4
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SPECIAL ORDER PLYMOUTH AREA
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EST WEIGHT: COVER: 1,840 LBS 1,840 LBS PAD: 1,350 LBS 1,350 LBS RISER: 2,375 LBS 2,375 LBS BASE: 4,300 LBS 4,300 LBS TOTAL: 9,865 LBS9,865 LBS
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KNOCKOUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(A)
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(4)
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(6"x12"x2")
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EA. END
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(B)
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(4)
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(6"x17"x2")
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EA. SIDE
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BUMP-OUTS
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MARK:
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QTY:
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DIM:
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PLACE:
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(C)
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(2)
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(5"x8"x2")
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EA. END
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(D)
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(2)
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(8"x8"x2")
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EA. SIDE
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THREE PHASE SECTIONALIZER VAULT 7.2 KV (48" CABINET) FOR U5-5 VAULT
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(24"x24") OPENING TOTAL OF 2
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D
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B
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B
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NOTE 3
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C
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C
SHEA
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-7 THREE PHASE TRANSFORMER VAULT
AutoCAD SHX Text
NHEC-U57T
AutoCAD SHX Text
18,460#
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U5-7 THREE PHASE TRANS.dwg
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NMB
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11/02/2016
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V.A.9
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EST WEIGHT: PAD: 3,800 LBS 3,800 LBS COVER: 3,560 LBS 3,560 LBS BASE: 11,100 LBS 11,100 LBS TOTAL: 18,460 LBS18,460 LBS
AutoCAD SHX Text
GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 4. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 5. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
AutoCAD SHX Text
(18"x60") OPENING
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(9"x48") KNOCKOUTS (6 PLACES)
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(9"x48") KNOCKOUTS (6 PLACES)
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48"x48" OPENING IN FLOOR (2 PLACES)
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SECTION A-A
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PLAN VIEW
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(18"x60") OPENING
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PAD U5-7A
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COVER U7-7E
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34" GALVANIZED PULL EYE (6 PLACES)
SHEA
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-7 THREE PHASE SECTIONALIZER VAULT
AutoCAD SHX Text
NHEC-U57S
AutoCAD SHX Text
18,460#
AutoCAD SHX Text
U5-7 THREE PHASE SEC VAULT.dwg
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NMB
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10/26/2016
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V.A.10
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(18"x60") OPENING
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(9"x48") KNOCKOUTS (6 PLACES)
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(9"x48") KNOCKOUTS (6 PLACES)
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48"x48" OPENING IN FLOOR (2 PLACES)
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PLAN VIEW
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(18"x60") OPENING
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PAD U5-7S
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COVER U7-7E
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34" GALVANIZED PULL EYE (6 PLACES)
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EST WEIGHT: PAD: 3,800 LBS 3,800 LBS COVER: 3,560 LBS 3,560 LBS BASE: 11,100 LBS 11,100 LBS TOTAL: 18,460 LBS18,460 LBS
AutoCAD SHX Text
GENERAL NOTES: 1. CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS CONCRETE: 5,000 PSI MIN. AFTER 28 DAYS 2. REINFORCING STEEL: ASTM A-615 GRADE 60 REINFORCING STEEL: ASTM A-615 GRADE 60 3. CONFORMS TO NHEC SPECIFICATION CONFORMS TO NHEC SPECIFICATION 4. TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE TOP OF VAULT SHALL BE 4"-6" ABOVE FINISH GRADE 5. VAULT IS FOR NON-TRAFFIC APPLICATIONSVAULT IS FOR NON-TRAFFIC APPLICATIONS
AutoCAD SHX Text
(18"x60") OPENING
AutoCAD SHX Text
(18"x60") OPENING
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
NH CO-OP U5-6B UNDERWATER CABLE COVER
AutoCAD SHX Text
U7-6B
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2,110#
AutoCAD SHX Text
U7-6B Underwater Cable Cover.dwg
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MNN
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12/28/2017
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V.A.11
AutoCAD SHX Text
GENERAL NOTES: 1. REINFORCEMENT STEEL CONFORMS TO: ASTM A185 REINFORCEMENT STEEL CONFORMS TO: ASTM A185 2. CONCRETE: FC = 5,000 PSI @ 28 DAYS MINIMUMCONCRETE: FC = 5,000 PSI @ 28 DAYS MINIMUM
AutoCAD SHX Text
RECESSED HANDLES 2 PLACES
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):
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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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
LIBERTY UTILITIES LU-MS3334 HANDHOLE
AutoCAD SHX Text
LUMS-HANDHOLE
AutoCAD SHX Text
7,000#
AutoCAD SHX Text
LU-MS3334_HH_SQOPEN.dwg
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NMB
AutoCAD SHX Text
05/25/18
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VI.A.1.A.1
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7"x21" KNOCKOUTS (4 PLACES)
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PULL POCKETS AND PULL EYES (4 PLACES)
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PLAN
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B
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B
AutoCAD SHX Text
A
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A
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SECTION A-A
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SECTION B-B
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3'2"x3'2" SQUARE OPENING CENTERED IN TOP SLAB
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT CONFORMS TO LATEST ASTM SPECIFICATION: ASTM A-615 GRADE #60 3. DESIGNED FOR H-20 LOADING. 4. BUTYL RESIN JOINT CONFORMS TO LATEST ASTM C443 SPEC.
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):
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SHEA PRODUCT ID:
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FILE NAME:
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DATE:
AutoCAD SHX Text
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
LIBERTY UTILITIES LU-MS3462 2-WAY DISTRIBUTION MANHOLE
AutoCAD SHX Text
LUMS-3462
AutoCAD SHX Text
35,000#
AutoCAD SHX Text
LU-MS3462_2WAY DIST MAN.dwg
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NMB
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04/06/2018
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VI.B.1.B.1
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A
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SECTION B-B
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SECTION A-A
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OPPOSITE WALLS ARE MIRROR IMAGES.
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B
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NOTES 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT - ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER - 1 INCH. 4. DESIGN LOADING - AASHTO HS20-44. 5. LIBERTY UTILITIES PRODUCT CODE 8830-9200889.
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
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12" SQ. x 4" DEEP SUMP
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(TYP)(TYP)
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30" x 54" KNOCKOUT
AutoCAD SHX Text
OPPOSITE WALLS ARE MIRROR IMAGES.
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12" SQ. x 4" DEEP SUMP
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
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A
AutoCAD SHX Text
BOTTOM SECTION
AutoCAD SHX Text
17,000#
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WEIGHT
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TOP SECTION
AutoCAD SHX Text
18,000#
AutoCAD SHX Text
TOTAL WEIGHT
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35,000#
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B
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PLAN
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4/0 BARE COPPER WIRE
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34" CROSBY U-BOLT CLAMP
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PRECAST MANHOLE WALLS
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COPPER GROUND WIRE DETAIL
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REINFORCING BARS
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
AutoCAD SHX Text
1" PULL EYE (TYP)
AutoCAD SHX Text
6" TERMINATORS(4 EACH LONG WALL)
AutoCAD SHX Text
6" TERMINATORS(4 EACH LONG WALL)
AutoCAD SHX Text
1" PULL EYE (TYP)
AutoCAD SHX Text
6" TERMINATORS (4 EACH LONG WALL)
AutoCAD SHX Text
1" PULL EYE (TYP)
AutoCAD SHX Text
1" PULL EYE (TYP)
AutoCAD SHX Text
UNISTRUT (TYP)
AutoCAD SHX Text
4/0 COPPER GROUND WIRE (TYP.)
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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DRAWN BY:
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MAILING ADDRESS: 87 HAVERHILL RD AMESBURY, MA 01913
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES LU-MS3464 3-WAY DISTRIBUTION MANHOLE
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LUMS-3464
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38,500#
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LU-MS3464_3WAY DIST MAN.dwg
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MNN
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02/27/18
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VI.B.2.B.2
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B
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B
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT - ASTM A615, GRADE 60. STEEL REINFORCEMENT - ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER - 1-1/2 INCH. MINIMUM STEEL COVER - 1-1/2 INCH. 4. DESIGN LOADING - AASHTO HS20-44. DESIGN LOADING - AASHTO HS20-44. 5. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 6. CONSTRUCTION JOINT - SEALED WITH 1" DIAMETER BUTYL RUBBER OR CONSTRUCTION JOINT - SEALED WITH 1" DIAMETER BUTYL RUBBER OR ACMELITE SEALANT. 7. TRIANGLE MANHOLE INSIDE DIMENSIONS: 10'-0"W x 13'-0"L x 6'-6"H.TRIANGLE MANHOLE INSIDE DIMENSIONS: 10'-0"W x 13'-0"L x 6'-6"H.
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A
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A
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3'-2" SQUARE HOLE IN ROOF
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12" SQ. x 4" DEEP SUMP
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4/0 BARE COPPER WIRE
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34" CROSBY U-BOLT CLAMP
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PRECAST MANHOLE WALLS
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COPPER GROUND WIRE DETAIL
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REINFORCING BARS
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30" x 54" KNOCKOUT
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4/0 COPPER GROUND WIRE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
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SECTION B-B
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SECTION A-A
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PLAN
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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UNISTRUT (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES LU-MS3465 4-WAY DISTRIBUTION MANHOLE
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LUMS-3465
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43,400#
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LU-MS3465_4WAY DIST MAN.dwg
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NMB
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04/06/2018
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VI.B.3.B.3
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4/0 COPPER GROUND WIRE (TYP)
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3'-2" SQUARE HOLE IN ROOF
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3" BEVEL IN ROOF OPENING
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12" SQ X 4" DP SUMP W/ INSTALLED HEAVY DUTY NON-METALLIC GRATING
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PLAN
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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1" PULL EYE (TYP)
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SECTION A-A
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SECTION B-B
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UNISTRUT
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4/0 BARE COPPER WIRE
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34" CROSBY U-BOLT CLAMP
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PRECAST MANHOLE WALLS
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REINFORCING BARS
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COPPER GROUND WIRE DETAIL
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4/0 COPPER GROUND WIRE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
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A
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A
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B
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B
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT - ASTM A615, GRADE 60. STEEL REINFORCEMENT - ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER - 1-1/2 INCH. MINIMUM STEEL COVER - 1-1/2 INCH. 4. DESIGN LOADING - AASHTO HS20-44. DESIGN LOADING - AASHTO HS20-44. 5. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. DESIGN SPECIFICATIONS - ACI 318 & AASHTO LOAD FACTOR DESIGN METHOD. 6. CONSTRUCTION JOINT - SEALED WITH 1" DIAMETER BUTYL RUBBER OR ACMELITE SEALANT.CONSTRUCTION JOINT - SEALED WITH 1" DIAMETER BUTYL RUBBER OR ACMELITE SEALANT.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES 5' X 9' X 7' MANHOLE
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NG-59-7
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24,400#
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LU-MSUM39.dwg
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NMB
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04/06/2018
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VI.B.4.B.4
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END EVEVATION
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4/0 BARE COPPER WIRE
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34" CROSBY U-BOLT CLAMP
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PRECAST MANHOLE WALLS
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REINFORCING BARS
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NOTES 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT - ASTM A615, GRADE 60. 3. MINIMUM STEEL COVER - 1 INCH. 4. DESIGN LOADING - AASHTO HS20-44.
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COPPER GROUND WIRE DETAIL
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KNOCKOUTS
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(A)
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16"x38"
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(B)
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24"x38"
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(A)
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(A)
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(A)
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(A)
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(B)
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(B)
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(B)
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(B)
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(A)
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(A)
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PLAN
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SIDE ELEVATION
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12"x12"x4"D SUMP
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PULL EYE (TYP) TOTAL OF 12
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PULL EYE (TYP) TOTAL OF 12
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12"x12"x4"D SUMP
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1 "x1 " GALV. 58"x1 " GALV. 58" GALV. UNISTRUT (TYP)
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(A)
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(A)
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(B)
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4/0 COPPER GROUND WIRE (TYP.)
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(TYP)(TYP)
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4/0 COPPER GROUND WIRE (TYP.)
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4/0 COPPER GROUND WIRE (TYP.)
℄ SYMM.
℄ SYMM.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES LU-MS3467 15 kV SWITCHGEAR MANHOLE
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NG-613-66SG
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34,300#
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LU-MS3467 SWITCHGEAR MANHOLE.dwg
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NMB
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05/25/18
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VI.C.1.C.1
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SECTION A-A
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COLLAR TO BE SPECIFIED BY ITEM ID
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OPPOSITE WALLS ARE MIRROR IMAGES.
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1" PULL EYE(4 PLACES)
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4/0 COPPER GROUND WIRE (TYP.)
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INSERT TO RECIEVE UNISTRUT (TYP)
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NOTE:
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B
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B
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PLAN
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4/0 COPPER GROUND WIRE (TYP.)
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A
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A
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B
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B
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30"x21" KNOCKOUTS (2 EACH LONG WALL)
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12" SQ. x 4" DEEP SUMP W/ POLYLOC GRATE
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1" PULL EYE (TYP.)
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3"x3" HAUNCH TO RECIEVE SWITCHGEAR COLLAR
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SECTION B-B
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30" x 54" KNOCKOUT (END WALLS)
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OPPOSITE WALLS ARE MIRROR IMAGES.
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CONC. COLLAR (BEYOND)
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. STEEL REINFORCEMENT - ASTM A615, GRADE 60, 1" MIN. COVER. 3. DESIGN LOADING - AASHTO HS20-44, COVER 0 TO 5FT. 4. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN. 5. DESIGNED IN ACCORDANCE WITH ASTM C-857 AND C-858.
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4/0 COPPER GROUND WIRE (TYP.)
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B
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COLLAR "A" 15kV SG COLLAR PLAN
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B
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES LU-MS2582 3-PHASE T.P. 75-500 KVA
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LUMS-2582
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4,450#
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LU-MS2582_NG44-113_TPAD.dwg
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NMB
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05/15/2015
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VI.D.1.D.1
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PLAN
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A
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A
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B
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B
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34" CHAMFER
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PRIMARY
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SECONDARY
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SECTION A-A
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SECTION B-B
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34" CHAMFER
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. ALL REINFORCEMENT PER ASTM A-615 3. ALL MATERIAL CONFORM TO ACI-318. 4. THREE PHASE-15 kV. 75-500 kVA.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY OIL CURB ASSEMBLY 3-PHASE T.P. 75-500 KVA
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9,500#
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LU-MS2582_OIL CONTAINMENT.dwg
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MNN
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02/28/18
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VI.D.2I.D.2.D.2
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NGOC124X142
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NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT #5 REBAR ALL REINFORCEMENT #5 REBAR 3. ALL MATERIAL CONFORMS TO ACI-318 ALL MATERIAL CONFORMS TO ACI-318 4. TO BE ASSEMBLED AND GROUTED BY CONTRACTOR. TO BE ASSEMBLED AND GROUTED BY CONTRACTOR. 5. STANDARD ITEM # STANDARD ITEM # 6. ITEM ID #ITEM ID #
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PLAN
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A
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A
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SECTION A-A
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12" DEEP 1 1/2" CRUSHED ROCK
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16OZ POLYPROPOLENE LINER (2 LAYERS)
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6" COMPOSITE BASE SILTY SAND MIX
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34" CHAMFER
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12" DEEP 1 1/2" CRUSHED ROCK
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BOLT POCKET CONNECTORS
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KEYWAY TO BE MORTARED BY OTHERS
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PRIMARY
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SECONDARY
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LUMS2582 TRANSFORMER PAD
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY UTILITIES LU-MS2583 3-PHASE T.P. 750-2500 KVA
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LUMS-2583
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5,400#
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LU-MS2583_NG44-114_TPAD.dwg
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NMB
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02/28/18
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VI.D.3.D.3
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PLAN
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A
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A
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B
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B
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34" CHAMFER
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PRIMARY
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SECONDARY
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SECTION A-A
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SECTION B-B
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34" CHAMFER
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RECESSED HANDLES 3 PLACES
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS. 2. KEEP 3' AWAY FROM EDGE OF SIDEWALK AND 8' FROM EDGE OF ROADWAY.
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3. ALL REINFORCEMENT PER ASTM A-615 4. THREE PHASE-15 kV MAXIMUM. 750-1000 kVA-kVA-208Y/120, 750-2500 kVA-480Y/277.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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LIBERTY OIL CURB ASSEMBLY 3-PHASE T.P. 750-2500 KVA
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9,900#
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LU-MS2583_OIL CONTAINMENT.dwg
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MNN
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02/28/18
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VI.D.4I.D.4.D.4
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NGOC142X143
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NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. ALL REINFORCEMENT #5 REBAR ALL REINFORCEMENT #5 REBAR 3. ALL MATERIAL CONFORMS TO ACI-318 ALL MATERIAL CONFORMS TO ACI-318 4. TO BE ASSEMBLED AND GROUTED BY CONTRACTOR. TO BE ASSEMBLED AND GROUTED BY CONTRACTOR. 5. STANDARD ITEM # STANDARD ITEM # 6. ITEM ID #ITEM ID #
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PLAN
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A
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A
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SECTION A-A
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34" CHAMFER
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PRIMARY
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SECONDARY
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LUMS2583 TRANSFORMER PAD
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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UNITIL 2-3-11 SINGLE PHASE PULL BOX
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U2-3-11
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4,500#
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UNITIL 2-3-11.dwg
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NMB
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12/11/2014
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VII.A.1II.A.1.A.1
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SECTION A-A
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
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A
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PLAN
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B
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SECTION B-B
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CHANNEL
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COVER
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WALL POCKET TO RECEIVE 3" WIDE CHANNEL
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CHANNEL
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COVERS
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CHANNEL
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A
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B
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(6) LIFTING PULLEYES ON INSIDE
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COVER
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COVER
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(3) LIFT
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HOOKS
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CHAMFER ON 3 SIDES (TYP)
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NOTE: 2 PADS REQUIRED
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(3) LIFT
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HOOKS
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PLAN
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%%UELEVATION
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COVER
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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UNITIL 2-3-12 THREE PHASE PULL BOX
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U2-3-12
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4,500#
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UNITIL 2-3-12.dwg
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NMB
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12/11/2014
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VII.A.2II.A.2.A.2
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A
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A
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PLAN
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B
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B
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SECTION B-B
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WALL POCKET TO RECEIVE 3" WIDE CHANNEL
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SECTION A-A
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CHAMFER ON 3 SIDES (TYP)
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CHANNEL
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CHANNEL
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CHANNEL
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COVER
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COVER
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(3) LIFT
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HOOKS
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(8) LIFTING PULLEYES ON INSIDE
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COVERS
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COVERS
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
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COVER
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PLAN
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%%UELEVATION
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(3) LIFT
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HOOKS
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Specifications subject to change without notice
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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
AutoCAD SHX Text
800-696-7432 (SHEA)
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UNITIL 2-3-13 SINGLE PHASE TRANSFORMER
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U2-3-13
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4,500#
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UNITIL 2-3-13.dwg
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MNN
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01/11/2018
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VII.A.3II.A.3.A.3
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SECTION A-A
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
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A
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A
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PLAN
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B
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B
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SECTION B-B
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CHANNEL
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CHANNEL
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COVER
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%%UELEVATION
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TRANSFORMER PAD
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TRANSFORMER PAD (BEYOND)
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%%UPLAN
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TRANSFORMER PAD
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TRANSFORMER PAD
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%%UPLAN
AutoCAD SHX Text
COVER
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CHAMFER, TYP.
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CHANNEL
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COVER
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COVER
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WALL POCKET TO RECEIVE 3" WIDE CHANNEL
AutoCAD SHX Text
(6) LIFTING PULLEYES ON INSIDE
AutoCAD SHX Text
(3) LIFT
AutoCAD SHX Text
HOOKS
AutoCAD SHX Text
CHAMFER ON 3 SIDES (TYP)
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):
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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:
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
UNITIL 2-3-14 THREE PHASE TRANSFORMER
AutoCAD SHX Text
U2-3-14
AutoCAD SHX Text
13,420#
AutoCAD SHX Text
UNITIL 2-3-14.dwg
AutoCAD SHX Text
MNN
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01/11/2018
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VII.A.4II.A.4.A.4
AutoCAD SHX Text
A
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A
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PLAN
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WALL POCKET TO RECEIVE 3" WIDE CHANNEL
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CHANNEL
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CHANNEL
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
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SECTION A-A
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COVER
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T-PAD
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CHAMFER ON 3 SIDES (TYP)
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(3) LIFT
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HOOKS
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SECTION B-B
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CHANNEL
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(8) LIFTING PULLEYES ON INSIDE
AutoCAD SHX Text
COVER
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COVER
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CHAMFER ON ALL SIDES
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B
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B
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PLAN
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%%UELEVATION
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2-3-17 T PAD
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T-PAD (BEYOND)
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COVER
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T-PAD
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Specifications subject to change without notice
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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):
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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:
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
UNITIL 2-3-15 SINGLE PHASE SECTIONALIZING PAD AND CABINET
AutoCAD SHX Text
U2-3-15
AutoCAD SHX Text
4,500#
AutoCAD SHX Text
UNITIL 2-3-15.dwg
AutoCAD SHX Text
MNN
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01/11/2018
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VII.A.5II.A.5.A.5
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SECTION A-A
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
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A
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A
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PLAN
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B
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B
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SECTION B-B
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(6) LIFTING PULLEYES ON INSIDE
AutoCAD SHX Text
%%UPLAN VIEW
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SIDE VIEW
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CHANNEL POCKET DETAIL
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TOP SURFACE MUST BE VERY FLAT
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POCKET FOR 3" CHANNEL (SEE DETAIL)
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POCKET FOR 3" CHANNEL (SEE DETAIL)
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HANDLES MUST BE RECESSED
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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:
AutoCAD SHX Text
DATE:
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PAGE:
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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
UNITIL 2-3-16 THREE PHASE SECTIONALIZING PAD AND CABINET
AutoCAD SHX Text
U2-3-16
AutoCAD SHX Text
4,500#
AutoCAD SHX Text
UNITIL 2-3-16.dwg
AutoCAD SHX Text
MNN
AutoCAD SHX Text
01/11/2018
AutoCAD SHX Text
VII.A.6II.A.6.A.6
AutoCAD SHX Text
A
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A
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PLAN
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WALL POCKET TO RECEIVE 3" WIDE CHANNEL
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CHANNEL
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CHANNEL
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NOTES: 1. CONCRETE MINIMUM STRENGTH 4,000 PSI AFTER 28 DAYS.
AutoCAD SHX Text
SECTION A-A
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COVER
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CHAMFER ON 3 SIDES (TYP)
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(3) LIFT
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HOOKS
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SECTION B-B
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CHANNEL
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(8) LIFTING PULLEYES ON INSIDE
AutoCAD SHX Text
COVER
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COVER
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B
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B
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PLAN
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%%UELEVATION
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CHAMFER ON 3 SIDES (TYP)
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SECTIONALIZER PAD
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2-3-19 PAD
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SECTIONALIZER PAD
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PLAN
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%%UELEVATION
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SECTIONALIZER PAD (BEYOND)
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COVER
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NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS.
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1" CHAMFER
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9 TURNS OF #9 GALV. WIRE
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A
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A
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ELEVATION
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SECTION A-A
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PLAN
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(4) 1" x 36" GALV. STEELASTM F1554 GRADE 55 ANCHOR BOLTS w/HEAVY HEX NUTS & WASHERS GALV. PER ASTM A153
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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):
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SHEA PRODUCT ID:
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FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
BOSTON STANDARD LIGHT BASE 17" SQUARE X 60" TALL
AutoCAD SHX Text
LPB17SQ
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1455
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BOS STD LPB
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.A.1III.A.1.A.1
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):
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SHEA PRODUCT ID:
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FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
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
AutoCAD SHX Text
New England's Premier Precaster
AutoCAD SHX Text
800-696-7432 (SHEA)
AutoCAD SHX Text
BOSTON STANDARD HANDHOLE 12" X 24" X 33"
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HH-12BOSSTD
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975
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BOS STD 12X24 HH
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L.P.
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5/9/2018
AutoCAD SHX Text
VIII.A.2III.A.2.A.2
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
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SECTION B-B
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B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
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A
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34" STARTER INSERT
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4"-4 " TERMINATORS, 12" TERMINATORS, TYP.
AutoCAD SHX Text
4"-4 " TERMINATORS, 12" TERMINATORS, TYP.
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):
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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
BRAINTREE TRANSFORMER PAD 225-1500KVA 8' X 8' X 12"
AutoCAD SHX Text
BELDTP88
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9280
AutoCAD SHX Text
BELD 225-1500KVA
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/8/2018
AutoCAD SHX Text
VIII.B.1III.B.1.B.1
AutoCAD SHX Text
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 COVER 1"
AutoCAD SHX Text
A
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A
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PLAN
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SECTION A-A
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1" CHAMFER
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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 COVER 1"
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
1" CHAMFER
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
BRAINTREE TRANSFORMER PAD 25-100KVA 4' X 4' X 12"
AutoCAD SHX Text
BELD44
AutoCAD SHX Text
2320
AutoCAD SHX Text
BELD 25-100KVA
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/8/2018
AutoCAD SHX Text
VIII.B.2III.B.2.B.2
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):
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SHEA PRODUCT ID:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PAGE:
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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
CONCORD TRANSFORMER PAD 225 & 300KVA 82" X 96" X 10"
AutoCAD SHX Text
CMLTP82X96
AutoCAD SHX Text
6605
AutoCAD SHX Text
CMLP 300KVA
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/8/2018
AutoCAD SHX Text
VIII.C.1III.C.1.C.1
AutoCAD SHX Text
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 COVER 1"
AutoCAD SHX Text
1" CHAMFER
AutoCAD SHX Text
16"x48 " 12" OPENING
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
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
HINGHAM TAPERED LIGHT BASE FE-9 17" TO 22" X 40" TALL
AutoCAD SHX Text
LPB17SQX40T
AutoCAD SHX Text
1625
AutoCAD SHX Text
HINGHAM FE-9
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.D.1III.D.1.D.1
AutoCAD SHX Text
NOTES: 1. CONCRETE MINIMUM STRENGTH 5,000 PSI AFTER 28 DAYS.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
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1" CHAMFER, TYP.
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1" CHAMFER, TYP.
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CONDUIT PER CUSTOMER REQUIREMENTS
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ANCHOR BOLTS PER CUSTOMER REQUIREMENTS
AutoCAD SHX Text
ANCHOR BOLTS PER CUSTOMER REQUIREMENTS
AutoCAD SHX Text
SECTION
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
MASSDOT MANHOLE SD2.012 4' X 4' X 5'
AutoCAD SHX Text
HH-445MA
AutoCAD SHX Text
10150
AutoCAD SHX Text
SD2.012
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.E.1III.E.1.E.1
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. MEETS MADOT STANDARDS.
AutoCAD SHX Text
(1) " HOLE FOR EYE BOLT 34" HOLE FOR EYE BOLT ALL 4 SIDES
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2'-4" OPENING
AutoCAD SHX Text
12" SQ X 4" DEEP SUMP IN FLOOR
AutoCAD SHX Text
(2) 4" TERMINATORS ALL 4 SIDES
AutoCAD SHX Text
PLAN
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
MASSDOT HANDHOLE SD2.022 13" X 24"
AutoCAD SHX Text
HH-1324MA
AutoCAD SHX Text
1000
AutoCAD SHX Text
SD2.022
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.E.2III.E.2.E.2
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. MEETS MADOT STANDARDS.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
WWF W6xW6
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#4 BAR STIRRUPS TOTAL OF 3
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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):
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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
MASSDOT HANDHOLE SD2.023 24" X 24"
AutoCAD SHX Text
HH-2424MA
AutoCAD SHX Text
900
AutoCAD SHX Text
SD2.023
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.E.3III.E.3.E.3
AutoCAD SHX Text
NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. MEETS MADOT STANDARDS.
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
4" HOLE OPPOSITE WALLS
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
OPPOSITE WALLS SIMILAR
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
MASSDOT PULLBOX SD2.030 8" X 23"
AutoCAD SHX Text
PB-823MA
AutoCAD SHX Text
630
AutoCAD SHX Text
SD2.030
AutoCAD SHX Text
L.P.
AutoCAD SHX Text
5/9/2018
AutoCAD SHX Text
VIII.E.4III.E.4.E.4
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. MEETS MADOT STANDARDS.
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PLAN
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SECTION A-A
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SECTION B-B
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B
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B
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A
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A
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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MASS DOT SIGNAL FOUNDATION SD3.030 20" SQ X 30" TALL
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SPF2020
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1010
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SD3.030
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L.P.
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5/10/2018
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VIII.E.5III.E.5.E.5
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A
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A
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PLAN
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SECTION A-A
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1" CHAMFER
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SECTION B-B
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(4) 3/4" THREADED ROD
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3" SLOT FOR CONDUIT
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12 1/2" DIA. BOLT PATTERN
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B
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B
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8 5/8" HOLE THRU BASE
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8 5/8" HOLE THRU BASE
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. MEETS MADOT STANDARDS.
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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NORWOOD LIGHT MANHOLE 6' X 10' X 6'
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MH-6106
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27555
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NORWOOD 6X10
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L.P.
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2/6/2018
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VIII.F.1III.F.1.F.1
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NOTES: 1. CONCRETE 5,000 PSI MINIMUM STRENGTH AFTER 28 DAYS. CONCRETE 5,000 PSI MINIMUM STRENGTH 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. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. 4. MINIMUM STEEL COVER 1". MINIMUM STEEL COVER 1".
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SECTION VIEW
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OPPOSITE WALLS ARE MIRROR IMAGES.
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PLAN VIEW
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4/0 BARE COPPER GROUND WIRE
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8" DIA X 6" DEEP SUMP
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40 Copper Ground Wire (Typ)
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EJIW V-1610-5 FRAME AND COVER MARKED "ELECTRIC" CAST IN TOP
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ELECTRIC
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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PEABODY TRANSFORMER PAD 75-500KVA 72" X 84" X 10"
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PL75KVATP
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5075
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PL 75-500KVA
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L.P.
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5/9/2018
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VIII.G.1III.G.1.G.1
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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 COVER 1"
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PLAN
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SECTION A-A
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1" CHAMFER
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A
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A
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12"x42" OPENING
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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PEABODY TRANSFORMER PAD 750-1500KVA 84" X 84" X 10"
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PL750KVATP
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5925
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PL 750-1500KVA
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L.P.
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5/9/2018
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VIII.G.2III.G.2.G.2
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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 COVER 1"
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A
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A
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PLAN
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SECTION A-A
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14"x45" OPENENING
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1" CHAMFER
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Specifications subject to change without notice
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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
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www.sheaconcrete.com
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New England's Premier Precaster
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800-696-7432 (SHEA)
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READING MUNICIPAL LIGHT HANDHOLE 4' X 6' X 4'
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RLHH-464
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8190
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RMLD 4X6
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L.P.
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5/9/2018
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VIII.H.1III.H.1.H.1
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NOTES: 1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS. 5,000 PSI MINIMUM AFTER 28 DAYS. 2. DESIGN LOADING: AASHTO HS20-44, 0 TO 5 FEET COVER. 3. STEEL REINFORCEMENT CONFORMS TO ASTM A615, GRADE 60. MINIMUM STEEL COVER 1".
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(6) 4" TERMINATORS ON LONG WALLS
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(5) 4" TERMINATORS ON SHORT WALLS
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38" SQUARE OPENING
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RECESSED PULLING EYES ON SHORT WALLS
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A
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A
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B
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B
