GREEN MOUNTAIN POWER CORP.
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1 Exhibit GMP-H-3 GREEN MOUNTIN POWER CORP. PROJECT LOCTION MONTPELIER MRSHFIELD HYDROELECTRIC STTION SERVICE SPILLWY GTE STRUCTURE VERMONT DRWING LIST SHEET NUMBER STTE MP DRWING NME REVISION GENERL PROJECT NOTES SG GENERL TYPICL CONCRETE DETILS SG GENERL TYPICL HNDRIL DETILS SG GENERL TYPICL STEEL DETILS SG EXISTING ND TEMPORRY CONDITIONS SITE PLN SG EXISTING CONDITIONS PLN ND ELEVTION SG NEW CONDITIONS STEEL PLTFORM OVERLL PLN VIEW SG NEW CONDITIONS STEEL PLTFORM PLN VIEW NEW CONDITIONS STEEL PLTFORM ELEVTION ND SIDE VIEW SG NEW CONDITIONS FRMING PLNS SG NEW CONDITIONS FRMING CROSS SECTIONS I SG NEW CONDITIONS FRMING CROSS SECTIONS II SG NEW GTE PLN, ELEVTION ND PROFILE SG NEW GTE PLN, SECTIONS ND DETILS SG CONCRETE RESURFCING PLN ND WLL ELEVTION VIEWS SG CONCRETE RESURFCING SECTIONS ND DETILS SG ELECTRICL (FUTURE) - NOT SUBMITTED - J:\012\170\s\Working s\new Spillway Gate\012170_SG 000.dwg STTUS SG SG May. 11, :23 PM DTE MRSHFIELD SPILLWY MOLLYS FLLS POND VICINITY MP
2 SCOPE OF WORK CONCRETE NOTES GTE NOTES May. 11, :16 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE GENERL NOTES GENERL STEEL NOTES CONCRETE REINFORCEMENT DEVELOPMENT SCHEDULE BR SIZE BR DIMETER (in) *UNLESS OTHERWISE NOTED ON DRWING. (NOT FOR EPOXY COTED REINFORCEMENT) DEVELOPMENT LENGTH (in) CLSS B* SPLICE (in) CONCRETE REINFORCEMENT DEVELOPMENT EPOXY SCHEDULE BR SIZE BR DIMETER (in) *UNLESS OTHERWISE NOTED ON DRWING. DEVELOPMENT LENGTH (in) CLSS B* SPLICE (in) CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES GENERL PROJECT NOTES SG
3 May. 11, :47 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE TYPE 1 - DEEPER THN 5" PTCH REPIR DETIL NOT TO SCLE TYPE 2-1" UP TO 5" DEEP PTCH REPIR DETIL NOT TO SCLE TYPE 3-1/8" UP TO 1" DEEP PTCH REPIR DETIL NOT TO SCLE TYPE 4 - TYPICL LRGE CRCK NON-STRUCTURL REPIR DETIL NOT TO SCLE CONCRETE RESURFCING ND REPIR NOTES: SCLE IN FEET TYPE 5 - TYPICL HIRLINE CRCK NON-STRUCTURL REPIR DETIL NOT TO SCLE TYPICL CONCRETE RESURFCING DETIL CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES EXISTING ND TEMPORRY CONDITIONS PLN VIEW SG
4 May. 11, :56 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE PLN PERSONNEL GURDRIL ELEVTION 3/4"= 1'-0" ELEVTION TOP OF STEEL CONNECTION PROFILE PERSONNEL GURDRIL PROFILE 3/4"= 1'-0" PROFILE WELDED - PROFILE PLN ELEVTION TOP OF CONCRETE CONNECTION - FIXED PROFILE PLN ELEVTION PROFILE SIDE OF CONCRETE CONNECTION - FIXED CFT Designed JDB Drawn CFT BH Checked BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES GENERL TYPICL HNDRIL DETILS SG
5 May. 11, :56 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE TYPICL STIR TO CONCRETE CONNECTION DETIL 1"= 1'-0" TYPICL STIR GURDRIL ND HNDRIL DETIL 1"= 1'-0" TYPICL GRTING STIR DETIL 1"= 1'-0" TYPICL STIR LNDING DETIL 1 1/2"= 1'-0" SECTION 1" = 1'-0" DETIL 1 1/2"= 1'-0" 1 1 1/2"= 1'-0" TYPICL FIXED LDDER DETIL TYPICL GRTING CLERNCES N.T.S CFT Designed JDB Drawn CFT LDDER MTERILS DETIL 3"= 1'-0" TYPICL STRP NCHOR DETIL 3"=1'-0" BH Checked BH GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES GENERL TYPICL STEEL DETILS Project SG
6 3" 2" 1" 0 24x36 = FULL SCLE May. 11, :48 PM J:\012\170\s\Working s\new Spillway Gate\ dwg LEGEND GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES EXISTING ND TEMPORRY CONDITIONS SITE PLN SCLE IN FEET CFT BH Date Drawn Checked Designed Drawn Checked Project JDB CFT BH SG
7 EROSION CONTROL NOTES: May. 11, :57 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE SILT FENCE DETIL N.T.S. HY BLE EMBEDDING DETIL N.T.S. TURBIDITY CURTIN DETIL N.T.S. TYPICL STRW OR HY BLE DIKE N.T.S CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES TEMPORRY CONDITIONS SOIL & EROSION CONTROL DETILS SG
8 C May. 11, :48 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE B SECTION 1/4"= 1'-0" SCLE IN FEET C SECTION 3/16"= 1'-0" SCLE IN FEET SECTION 3/16"= 1'-0" SCLE IN FEET B CFT Designed JDB Drawn CFT BH Checked BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES EXISTING CONDITIONS PLN & ELEVTIONS SG
9 May. 11, :50 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE 5 SCLE IN FEET B CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS STEEL PLTFORM OVERLL PLN VIEW SG
10 May. 11, :59 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE B 03 UPPER PLTFORM PLN, EL ' 3/8"= 1'-0" LOWER PLTFORM PLN, EL ' 3/8"= 1'-0" 03 CFT Designed JDB Drawn CFT BH Checked BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS STEEL PLTFORM PLN VIEW SG
11 May. 11, :49 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE ELEVTION LOOKING DOWNSTREM 02 3/4"= 1'-0" SECTION B 02 3/4"= 1'-0" CFT Designed JDB Drawn CFT BH Checked BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS STEEL PLTFORM ELEVTION & SIDE VIEW SG
12 B 03 May. 11, :00 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE 02 D 03 UPPER PLTFORM FRMING PLN T.O.S. EL ' 3/8"= 1'-0" LOWER PLTFORM FRMING PLN T.O.S. EL ' 3/8"= 1'-0" C 03 CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS FRMING PLNS SG
13 May. 11, :59 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE UPPER PLTFORM SECTION 1/2"= 1'-0" LOWER PLTFORM SECTION 1/2"= 1'-0" CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS FRMING CROSS SECTIONS I SG
14 May. 11, :59 M J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE UPPER PLTFORM SECTION B 01 3/4"= 1'-0" LOWER PLTFORM SECTION C 01 3/4"= 1'-0" SECTION D 01 3/4"= 1'-0" CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW CONDITIONS FRMING CROSS SECTIONS II SG
15 1 May. 11, :07 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE PLN 1"= 1'-0" ELEVTION LOOKING UPSTREM 1"= 1'-0" 2 LIFTING LUG DETIL 1 1/2"= 1'-0" PROFILE 1"= 1'-0" CFT Designed JDB Drawn CFT BH Checked BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW GTE PLN, ELEVTION ND PROFILE SG
16 May. 11, :58 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE DETIL 3"= 1'-0" 1 DETIL 1 1/2"= 1'-0" 2 CFT BH Designed Drawn Checked JDB CFT BH Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES NEW GTE SECTIONS ND DETILS SG
17 E 02 D 02 May. 11, :02 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE D 02 C E 02 1 SECTION /4"= 1'-0" SECTION B /4"= 1'-0" SECTION 1 1/2"= 1'-0" DETIL 1 1/2"= 1'-0" CFT Designed JDB Drawn CFT C BH Checked BH 1 Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES CONCRETE RESURFCING SECTIONS ND DETILS SG
18 May. 11, :02 PM J:\012\170\s\Working s\new Spillway Gate\ dwg 24x36 = FULL SCLE SECTION B 01 1/4"= 1'-0" 2 DETIL 3/4"= 1'-0" 2 CFT BH Designed Drawn Checked JDB CFT BH SECTION C /2"= 1'-0" Project GREEN MOUNTIN POWER CORPORTION MRSHFIELD SPILLWY IMPROVEMENTS NEW SPILLWY GTES CONCRETE RESURFCING SECTIONS ND DETILS SG
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