PB_160 Federal Street - Approved plan set (1)CONSULTANT TITLE:CONSULTANT TITLE:CONSULTANT TITLE:MECHANICAL, PLUMBING, ELECTRICAL & FIRE PROTECTION ENGINEER:CIVIL ENGINEER:STRUCTURAL ENGINEER:PROJECT TEAM:LOCUS MAP:OWNER/DEVELOPER:ARCHITECT:PLOTTED ON:ISSUE DATE:ICON ARCHITECTURE101 Summer Street, Boston, MA 02110617.451.33332/12/2020 4:03:14 PM160 FEDERAL STREETSALEM HISTORIC SCHOOLSFEBRUARY 13, 2020NORTH SHORE COMMUNITY DEVELOPMENT COALITION, INC.SITE PLAN REVIEWNORTH SHORE COMMUNITY DEVELOPMENT COALITION96 LAFAYETTE STREET, SALEM, MA 01970LIM CONSULTANTS, INC6 PLEASANT ST, MALDEN, MA 02148NITSCH ENGINEERING, INC2 CENTER PLZ #430, BOSTON, MA 02108WOZNY BARBAR & ASSOCIATES INC1076 WASHINGTON ST, HANOVER, MA 02339VHB99 HIGH ST #10, BOSTON, MA 02110IRWIN ENGINEERS INC33 W CENTRAL ST, NATICK, MA 01760XX
WG6"7.0' WIDEApprox.buriedwells.DNDNDN7.0' WIDEWG544 SF1BRG05ELEV592 SF1BRG06749 SF2BRG04559 SF1BRG03462 SFSTUDIOG02440 SFSTUDIOG01167 SFLAUNDRY002A487 SFWELLNESS/ACTIVITY003UUUUUUNEW RESILIENT FLOORING AT CORRIDORSHISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.PROTECT & MAINTAIN HISTORIC GLAZING SYSTEM; REMOVE RETROFIT METAL DOOR AND PROVIDE NEW RATED ENTRY DOOR & VESTIBULEMAINTAIN EXISTING CLASSROOM DEMISING WALLS WHERE POSSIBLE; HISTORIC TRIM TO BE RETAINED & RESTORED WHERE POSSIBLE.REMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDE NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP.HISTORIC TRIM [INC WAINSCOT, FLOOR BASE, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPPAINT/REFINISH EXISTING PAINTED MASONRY CORRIDOR WALLSINFILL EXISTING BOILER ROOM TO MEETCORRIDOR FLOOR ELEVATIONPROTECT & MAINTAIN EXPOSED BRICK ARCH & HISTORIC MASONRY WHERE POSSIBLEEXTERIOR SUBGRADE MASONRY WALL TO RECEIVE INTERIOR WATERPROOFING ASSEMBLYHISTORIC MASONRY TO BE EXPOSED WHERE POSSIBLE, TYPEXISTING DOOR TO BE REMOVED; NEW HISTORICALLY SENSITIVE OPAQUE GLAZING SYSTEM TO INFILL EXISTING MASONRY OPENINGPROVIDE NEW METAL DOORSYSTEMA-202.3A-202.5A-2012A-2011A-202.4OPEN AREAWAY TO PROVIDE NEW WINDOW IN EXISTING HISTORIC MASONRY OPENING, WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATION PER DWGS, TYPBUILDINGSERVICEPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMREMOVE RETROFIT INFILL MATERIAL & PROVIDE NEWWINDOW SYSTEM TO REPLICATE ORIG. CONFIG. TYP PROVIDE OPENING FOR NEW ELEVATOR DOORCOFFEE STOP179 SFCOMMONLOUNGE001MAIL335 SFCOMMONLOUNGE002WCWASHELEV: 18.95VESTELEV: 17.72PATIOSLOPED WALK 1:20PATIOB.O. STAIR21.7ELEV: 17.61ELEV: 17.72ZERO CURBELEV: 18.95NEW COVERED ENTRYPLANTERSDNTRASHB.O. RISER ELEV: 19.8T.O. RISER/WALKWAY ELEV: 21.1EQEQEQUPDNUPDN597 SF1BR106560 SF1BR105797 SF2BR104796 SF2BR103462 SFST102457 SFST101ELEVINFILL EXISTING STAIR OPENING TO MEET CORRIDOR FLOOR ELEVATIONRETROFIT EXISTING RAMP FOR COMPLIANT ACCESSIBLE SECONDARY ENTRY FROM STREETREMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDE NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP.REMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDE NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP.HISTORIC TRIM [INC WAINSCOT, FLOOR BASE, CHALK RAILS, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPHISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.UUUUUU HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.INSTALL NEW RATED DOOR INEXISTING OPENING; HISTORIC CLASSROOM ENTRY DOOR TO BE RETAINED & FIXED IN OPEN POSITION; EXISTING DOOR TRIMTO BE REINSTALLED. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.MAINTAIN EXISTING CLASSROOM DEMISINGWALLS WHERE POSSIBLE; HISTORIC TRIM TOBE RETAINED & RESTORED WHERE POSSIBLE.FEDERAL STHISTORIC TRIM [INC WAINSCOT, FLOOR BASE, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPA-202.3A-202.5A-2012A-2011A-202.4NEW RESILIENT FLOORING AT CORRIDORSPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMPROTECT, MAINTAIN & RESTORE EXISTING HARDWOOD FLOORS AT CLASSROOMS WHERE POSSIBLE, TYPENLARGE EXISTING CLASSROOM OPENING FOR NEW ELEVATOR DOOR; REPLICATE TRIM AT OPENING, PTD, TYPA-6013QUIET STOP LIBRARYHISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP536 SF1BR107363 SFST108560 SF1BR109NEW ROOF OUTLINE BELOWPROPOSED TRASH CHUTE ACCESSLEGENDAREA OF FLOOR INFILLAREA OF HISTORIC TRIMAREA OF HISTORIC CHALK BOARDS & RAILSARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:02:39 PMA-101GARDEN LEVEL andFIRST FLOOR PLAN160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker4'08'16'1/8" = 1'-0"1PROPOSED GARDEN LEVEL FLOOR PLAN1/8" = 1'-0"2FIRST FLOOR PLANNORTHMARK DATE DESCRIPTION8/31/2018 MHC SUBMISSION
UPDNUPDN818 SF2BR204818 SF2BR203568 SF1BR205474 SFST202463 SFST201601 SF1BR206ELEV539 SF1BR207363 SFST208563 SF1BR209A-500STA-5002BRA-5001BRINFILL EXISTING STAIR OPENING TO MEET CORRIDOR FLOOR ELEVATIONUUUUUUUUUHISTORIC TRIM [INC WAINSCOT, FLOOR BASE, CHALK RAILS, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPHISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.INSTALL NEW RATED DOOR INEXISTING OPENING; HISTORIC CLASSROOM ENTRY DOOR TO BE RETAINED & FIXED IN OPEN POSITION; EXISTING DOOR TRIMTO BE REINSTALLED. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.MAINTAIN EXISTING CLASSROOM DEMISINGWALLS WHERE POSSIBLE; HISTORIC TRIM TOBE RETAINED & RESTORED WHERE POSSIBLE.HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYPHISTORIC TRIM [INC WAINSCOT, FLOOR BASE, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPA-2012A-2011A-202.4NEW RESILIENT FLOORING AT CORRIDORSPROTECT & MAINTAIN HISTORIC GLAZING SYSTEM; REMOVE RETROFIT METAL DOOR AND PROVIDE NEW RATED ENTRY DOOR & VESTIBULEPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMENLARGE EXISTING CLASSROOM OPENING FOR NEW ELEVATOR DOOR; REPLICATE TRIM AT OPENING, PTD, TYPPROPOSED TRASH CHUTE ACCESS818 SF2BR304818 SF2BR303568 SF1BR305475 SFST302464 SFST301539 SF1BR307600 SF1BR306356 SFST308570 SF1BR309ELEVUPDNDNINFILL EXISTING STAIR OPENING TO MEET CORRIDOR FLOOR ELEVATIONHISTORIC TRIM [INC WAINSCOT, FLOOR BASE, CHALK RAILS, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPHISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYP HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE. HISTORIC DOOR TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND, TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.INSTALL NEW RATED DOOR INEXISTING OPENING; HISTORIC CLASSROOM ENTRY DOOR TO BE RETAINED & FIXED IN OPEN POSITION; EXISTING DOOR TRIMTO BE REINSTALLED; INSTALL RATED (PTD GWB) ASSEMBLY BEHIND ETR TRANSOM WINDOW HISTORIC DOOR & TRANSOM TO BE FIXED IN PLACE IN SAME LOCATION ON ONE SIDE OF DEMISING WALL W/ RATED GWB INFILL WALL BEHIND (PTD), TYP. ALL HISTORIC TRIM & HARDWARE TO BE RETAINED/REINSTALLED WHERE POSSIBLE.MAINTAIN EXISTING CLASSROOM DEMISINGWALLS WHERE POSSIBLE; HISTORIC TRIM TOBE RETAINED & RESTORED WHERE POSSIBLE.HISTORIC CLASSROOM ENTRY DOORS TO BE RETAINED & FIXED IN OPEN POSITION, TYPHISTORIC TRIM [INC WAINSCOT, FLOOR BASE, SCOTIA MOULDINGS] TO BE RETAINED & RESTORED AS HIGHLIGHTED, TYPUUUUUUUUUA-202.3A-2012A-2011A-202.4NEW RESILIENT FLOORING AT CORRIDORSPROTECT & MAINTAIN HISTORIC GLAZING SYSTEM; REMOVE RETROFIT METAL DOOR AND PROVIDE NEW RATED ENTRY DOOR & VESTIBULEPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMPROTECT & MAINTAIN EXISTING CORRIDOR DOOR & GLAZING SYSTEMENLARGE EXISTING CLASSROOM OPENING FOR NEW ELEVATOR DOOR;REPLICATE TRIM AT OPENING; PTD, TYPLOW ACCESS GATEPROPOSED TRASH CHUTE ACCESSLEGENDAREA OF FLOOR INFILLAREA OF HISTORIC TRIMAREA OF HISTORIC CHALK BOARDS & RAILSARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:02:43 PMA-102SECOND and THIRDFLOOR PLAN160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker1/8" = 1'-0"1SECOND FLOOR PLAN1/8" = 1'-0"2THIRD FLOOR PLAN4'08'16'NORTHMARK DATE DESCRIPTION
DNA-202.3A-202.5A-2012A-2011A-202.4ELEVATOR OVER RUNELEVATORCONTROLROOMUNASSIGNED; NOCOMMON USEUNASSIGNED; NOCOMMON USEREMOVE EXISTING HARDWARE & PROVIDE NEWPROTECT & MAINTAIN EXISTING HISTORIC GLAZED PARTITION & DOOR ASSEMBLYA-202.3A-202.5A-2012A-2011VENT FOR ELEVATOR BELOWEXISTING SLATE ROOF TO REMAIN;REPAIR IN KINDEXISTING COPPER ROOFING & FLASHINGTO BE REFURBISHED WHERE POSSIBLE, TYPEXISTING COPPER FLASHING & GUTTERS TOBE REFURBISHED WHERE POSSIBLE, TYPREFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYPARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:02:44 PMA-103ATTIC and ROOFPLAN160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker4'08'16'1/8" = 1'-0"1UNDERSIDE OF TRUSS1/8" = 1'-0"2ROOFMARK DATE DESCRIPTION
LEVEL 131' -2 51/128"LEVEL 244' -4 51/128"ROOF95' -3 51/128"THIRD FLOORPLAN57' -6 51/128"UNDERSIDE OFTRUSS73' -3 51/128"VIF15' - 9"VIF13' - 2"VIF13' - 2"REMOVE EXISTING RETROFIT DOORASSEMBLY; PROVIDE NEW GLAZED METALDOOR SYSTEM TO REPLICATE ORIGINALCONFIGURATIONS PER ORIG. DWGS, TYPREMOVE INFILL AT PREVIOUS TRANSOM OPENINGTO ACCOMODATE NEW TRANSOM WINDOW SYSTEMTO REPLICATE ORIGINAL CONFIGURATIONS, TYPREMOVE EXISTING WINDOW AND CASING TRIM,CATALOGUE & STORE ONSITE, REFINISH & REINSTALLIN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.REMOVE INFILL AT PREVIOUS TRANSOM OPENINGTO ACCOMODATE NEW TRANSOM WINDOW SYSTEMTO REPLICATE ORIGINAL CONFIGURATIONS, TYPOPEN AREAWAYEXISTING SLATE ROOF TO BE REMAIN; REPAIR IN KINDEXISTING COPPER ROOFING, FLASHING & GUTTERSTO REMAIN; REFURBISH WHERE POSSIBLEREFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYPA-800B4A-8001SimREFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYPLEVEL 131' -2 51/128"LEVEL 244' -4 51/128"GARDEN LEVELFLOOR PLAN18' -11 51/128"THIRD FLOORPLAN57' -6 51/128"UNDERSIDE OFTRUSS73' -3 51/128"REMOVE EXISTING WINDOW AND CASING TRIM,CATALOGUE & STORE ONSITE, REFINISH & REINSTALLIN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.REFERENCE SPECIFICATIONS FOR STONE RESTORATIONS, TYPEXISTING COPPER ROOFING, FLASHING & GUTTERS TO REMAIN, REFURBISH WHERE POSSIBLE, TYPEXISTING SLATE ROOF TO REMAIN; REPAIR IN KINDA-8001ELEVATOR VENTREFERENCE SPECIFICATIONS FOR STONE RESTORATIONS, TYPPARKING LOT17' -8 41/64"NEW COVERED ENTRY BYNDARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:02:55 PMA-201PROPOSED BUILDINGELEVATIONS160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker4'08'16'1/8" = 1'-0"2SOUTH ELEVATION -PROPOSED1/8" = 1'-0"1WEST ELEVATION - PROPOSED21MARK DATE DESCRIPTION
LEVEL 131' -2 51/128"LEVEL 244' -4 51/128"GARDEN LEVELFLOOR PLAN18' -11 51/128"THIRD FLOORPLAN57' -6 51/128"UNDERSIDE OFTRUSS73' -3 51/128"REMOVE EXISTING RETROFIT DOORASSEMBLY; PROVIDE NEW GLAZED METALDOOR SYSTEM TO REPLICATE ORIGINALCONFIGURATIONS PER ORIG. DWGS, TYPREMOVE EXISTING WINDOW AND CASING TRIM,CATALOGUE & STORE ONSITE, REFINISH & REINSTALLIN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.EXISTING SLATE ROOF TO BE REMAIN; REPAIR IN KINDEXISTING COPPER ROOFING, FLASHING & GUTTERSTO REMAIN; REFURBISH WHERE POSSIBLEPROVIDE NEW METAL DOOR SYSTEMREMOVE EXISTING RETROFIT INFILL MATERIAL. REMOVE EXISTING WINDOW & CASING TRIM, CATALOGUE & STORE ONSITE, REFINISH & REINSTALL IN LOCATION OF REMOVAL WHERE POSSIBLE, TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.A-800B3REMOVE EXISTING INFILL MATERIAL; PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYPPARKING LOT17' -8 41/64"NEW COVERED ENTRY CANOPYLEVEL 131' -2 51/128"LEVEL 244' -4 51/128"GARDEN LEVELFLOOR PLAN18' -11 51/128"THIRD FLOORPLAN57' -6 51/128"UNDERSIDE OFTRUSS73' -3 51/128"BOILER ROOM16' -8 51/128"REMOVE EXISTING WINDOW AND CASING TRIM,CATALOGUE & STORE ONSITE, REFINISH & REINSTALLIN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.EXISTING SLATE ROOF TO BE REMAIN; REPAIR IN KINDEXISTING COPPER ROOFING, FLASHING & GUTTERSTO REMAIN; REFURBISH WHERE POSSIBLEREMOVE EXISTING RETROFIT DOOR & TRANSOM ASSEMBLY; PROVIDE NEW GLAZED METAL DOOR & TRANSOM SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP.PARKING LOT17' -8 41/64"NEW COVERED ENTRY BYNDEXISTING DOOR TO BE REMOVED;NEW HISTORICALLY SENSITIVE DOOR ORGLAZING SYSTEM TO INFILL EXISTING MASONRY OPENINGREMOVE EXISTING WINDOW AND CASING TRIM,CATALOGUE & STORE ONSITE, REFINISH & REINSTALLIN LOCATION OF REMOVAL-TYP. REFERENCE SPECIFICATIONS FOR REFINISHING PROCEDURES.ARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:03:07 PMA-202.PROPOSED BUILDINGELEVATIONS160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker1/8" = 1'-0"5NORTH ELEVATION1/8" = 1'-0"3EAST ELEVATION1/8" = 1'-0"4PARTIAL NORTH ELEVATION4'08'16'435MARK DATE DESCRIPTION
EXISTING WOOD WINDOW RESTORATION SCOPE:• REMOVE EXISTING WINDOW & CASING TRIM; CATALOGUE & STORE ONSITE DURING DEMOLITION• REMOVE EXISTING PAINT; COORDINATE ALL PROCEDURES PER ENVIRONMENTAL CONSULTANT• REGLAZE• PROVIDE NEW HARDWARE INCLUDING POWER ASSIST• PAINT AND REFINISH PER SPECIFICATIONS• REINSTALL IN LOCATION OF REMOVAL• PROVIDE NEW INTERIOR ENERGY STORMSETR STONE SILL; REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP.3' - 8" MO, VIF8' - 1 3/8" MO, VIF4"1 1/4"5"13/16"2"4"ARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:03:09 PMA-800WINDOW DETAILSRESTORATION -HISTORIC APPROACH160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker1 1/2" = 1'-0"1WINDOW ELEVATION, TYPEXISTING WOOD CLASSROOM WINDOW TO BE RESTORED, TYPMARK DATE DESCRIPTION
ETR STONE SILL; REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP.REMOVE EXISTING INFILL MATERIAL; PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP4 1/2"1 1/2"4"4' - 8 23/256"1 1/4"3' - 8"CDAETR EXTERIOR WALLREUSE EXISTING WINDOWCASING OR MATCH EXISTING, TYPPT WD BLOCKING AS REQ'DETR STONE SILL, TYP; REF SPECS FOR STONE RESTORATIONETR EXTERIOR WALLNEW JAMB FLASHING BYNDNEW ALUM WINDOW SYSTEM, TYPMEETING RAILBRICK BEYONDAPPLIED VERT MUNTIN BYNDFILL VOIDS WITH LOWEXPANDING FOAM INSUL (NEW)NEW JAMB FLASHING BYNDNEW SELF ADHEREDMEMBRANE FLASHINGNEW MTL SILL PAN FLASHINGW/ UPTURNED LEGNEW ALUM PANNING1 1/2"REVEAL WINDOW UNIT VARIES, VIFINTERIOREXTERIORINTERIOR WINDOW SCREENINTERIOR WINDOW SCREENNEW PT WD BLOCKING, TYPFINISH/SEAL & PAINT ETRMASONRY RETURNBRICK BEYONDFINISH/SEAL & PAINT ETRMASONRY RETURNFINISH/SEAL & PAINT ETRMASONRY RETURNFILL VOIDS W/ LOW EXPANSION FOAM INSULEXISTING STEEL LINTEL TO BE PRIMED/PAINTED, AS REQ'D4"5"FINISH/SEAL & PAINT ETR MASONRY WALLAPPLIED VERT MUNTIN BYNDNEW WD STOOL TO MATCHEXISTING, TYPSPACER BAR AT APPLIED MUNTINAPPLIED MUNTINSPACER BAR AT APPLIED MUNTINAPPLIED MUNTIN13/16"13/16"ABCBD• REMOVE EXISTING INFILL MATERIAL AT HISTORIC TRANSOM OPENING• COORDINATE ALL PROCEDURES PER ENVIRONMENTAL CONSULTANT• PROVIDE NEW WINDOW SYSTEM TO REPLICATE ORIGINAL CONFIGURATIONS PER ORIG. DWGS, TYP• PROVIDE NEW INTERIOR ENERGY STORMSRE-OPEN EXISTING AREAWAY8"4' - 10"5' - 0"4"13/16"1 3/4"4"13/16"1 3/4"4"REFERENCE SPECIFICATIONS FOR MASONRY RESTORATION, TYPETR STONE BANDING; REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYPDBCBAINTERIOREXTERIOR4"1 1/2"4 1/2"13/16"13/16"ARCHITECTCONSULTANTSTAMPKEY PLANSHEET TITLEPROJECT NUMBER:DRAWN BY:CHECKED BY:2/12/2020 4:03:14 PMA-800BWINDOW DETAILSREPLACEMENT -HISTORIC APPROACH160 FEDERAL STREETSALEM HISTORIC SCHOOLSNORTH SHORE COMMUNITY DEVELOPMENTCOALITION, INC.218010.1BDChecker3/4" = 1'-0"3REPLICATED WINDOW ELEVATION3" = 1'-0"1PROPOSED WINDOW SECTIONEXISTING WOOD WINDOW RESTORATION SCOPE:• REMOVE EXISTING INFILL MATERIALS & EXISTING METAL SCREENS• REMOVE EXISTING WINDOW & CASING TRIM; CATALOGUE & STORE ONSITE DURING DEMOLITION• REMOVE EXISTING PAINT; COORDINATE ALL PROCEDURES PER ENVIRONMENTAL CONSULTANT• REGLAZE• PROVIDE NEW HARDWARE INCLUDING POWER ASSIST• PAINT AND REFINISH PER SPECIFICATIONS• REINSTALL IN LOCATION OF REMOVAL• PROVIDE NEW INTERIOR ENERGY STORMSETR STONE SILL; REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP.3/4" = 1'-0"4REPLICATED WINDOW ELEVATION3" = 1'-0"2EXISTING WINDOW SECTIONREMOVE EXISTING RETROFIT INFILL MATERIAL;REPLACE W/ NEW WINDOW SYSTEM TO MATCHORIGINAL CONFIGURATIONS; COORDINATE ALL PROCEDURES PER ENVIRONMENTAL CONSULTANTETR STONE SILL; REFERENCE SPECIFICATIONS FOR STONE RESTORATION, TYP.ORIGINAL CONFIGURATIONOF INFILLED WINDOW TO BE REPLICATED[AT INFILLED AREAWAY]MARK DATE DESCRIPTION
GENERAL NOTES:DEMOLITION NOTES:EROSION AND SEDIMENT CONTROL NOTES:
UTILITY NOTES:
EARTH MOVING AND GRADING NOTES:
ABBREVIATIONSPROPOSED LEGEND
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-100
NOTES, LEGEND,
AND ABBREVIATIONS
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-200
DEMOLITION PLAN
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-200
SITE PLAN
DN
DN
DN
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
12/30/2019 1:23:51 PMC-400
GRADING PLAN
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
12/30/2019 1:23:51 PMC-500
UTILITY PLAN
DN
DN
DN
HC
6 CA
31
AR
1
PK
1
RG
3
MC
21
RG
4
JS
11
JS
13RB
13
VM
50
JS
7
IG
2
BG
4
JS
13
CA
4
IG
2
AG
1
RG
5
RH
6
VM
2
M&P EX. TREES & SHRUBS.
REMOVE GROUNDCOVER. PLANT
WITH 100 LIRIOPE PLUGS @ 8"
O.C.
RG
3
VM
3
AG
2
BG
4
CA
3
RG
5
CF
1
JS
3
JS
2
CA
3
RB
6
IG
1
JS
4
TO
1
CA
3
HC
1
HC
1
IG
1
JS
6
JS
6
VM
714
VM
135
VM
58 VM
1051' DEEP - 180 SF NATIVE
DETENTION AREA SEED MIX
(ERNST CONSERVATION SEEDS
OR EQUIVALENT)
1,500 SF LOW GROWING
WILDFLOWER & GRASS SEED
MIX (ERNST CONSERVATION
SEEDS OR EQUIVALENT)
RG
2
RH
9
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
PLANTING AND
MATERIALS PLAN
PLANT SCHEDULE
KEY COMMON NAME LATIN NAME QUANTITY SIZE SPACING
TREES AND SHRUBS
AR RED MAPLE 'OCTOBER GLORY'ACER RUBRUM 1 3-3.5" CAL. B&B AS SHOWN
AG AUTUMN BRILLIANCE SERVICEBERRY AMELANCHIER GRANDIFOLIA
'AUTUMN BRILLIANCE'3 2.5" - 3" CAL B&B
MULTI-STEM AS SHOWN
HC CAROLINA SILVERBELL HALESIA CAROLINA 8 2.5-3" CAL. B&B AS SHOWN
TO AMERICAN ARBORVITAE THUJA OCCIDENTALIS 1 2.5-3" CAL. B&B AS SHOWN
CF FLOWERING DOGWOOD CORNUS FLORIDA 1 2.5-3" CAL. B&B AS SHOWN
IG INKBERRY HOLLY ILEX GLABRA 7 4-5' B&B AS SHOWN
BG BOXWOOD BUXUS 'GREEN MOUND'8 4-5' B&B AS SHOWN
PERENNIALS AND GROUNDCOVERS
CA SWEET PEPPERBUSH CLETHRA ALNIFOLIA 55 2 GAL.AS SHOWN
MC MUHLENBERGIA CAPILLARIS HAIRAWN MUHLY GRASS 21 2 GAL.AS SHOWN
RB RHODODENDRON 'BLUE TIT'RHODODENDRON 'BLUE TIT'19 2 GAL.AS SHOWN
RG RHODODENDRON 'GOLDEN LIGHTS'RHODODENDRON 'GOLDEN LIGHTS'22 2 GAL.AS SHOWN
RH FRAGRANT LOW GRO SUMAC RHUS AROMATICA 'LOW-GRO'15 1 GAL AS SHOWN
VD ARROWWOOD VIBURNUM DENTATUM 5 5 GAL.AS SHOWN
LIRIOPE MUSCARI LILY TURF 100 6" PLUGS 8" O.C.
JS BLUE STAR JUNIPER JUNIPERUS SQUAMATA 'BLUE STAR'65 2 GAL.AS SHOWN
VM LESSER PERIWINKLE VINCA MINOR 750 6" PLUGS 1PSF
C-600
PES/BC/AG
C-700
SOIL EROSION AND
SEDIMENTATION
CONTROL PLAN
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
TYPICAL PAVEMENT AND
HOT MIX ASPHALT BERM SECTION DETAIL
FLUSH GRANITE CURB SETTING DETAIL
VERTICAL GRANITE CURB SETTING DETAIL
ACCESSIBLE PARKING DETAIL
ACCESSIBLE PARKING STENCIL DETAIL
TYPICAL PARKING STRIPING DETAIL
SECTION A-A
SPEED TABLE DETAIL
PLAN
SPEED
TABLE
SPEED TABLE TRAFFIC SIGN
PLAN
TYPICAL DRIVEWAY WITH 3' CURB RETURN DETAIL
SECTION A-A CONCRETE DRIVEWAY
ACCESSIBLE PARKING SIGN POST SETTING DETAIL TIMBER GUARD RAIL W/ STEEL POST DETAIL
PLANSECTION
·
·
·
RETAINING WALL AND
GUARDRAIL DETAIL
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-800
SITE DETAILS
HOT MIX ASPHALT PAVING (TWO COURSES) DETAIL
CONCRETE SIDEWALK DETAIL
CONTROL JOINT DETAIL
EXPANSION JOINT DETAIL
TYPICAL BRICK WALK DETAIL
TYPICAL CONCRETE UNIT PAVER DETAIL
FLUSH CONCRETE
STONE LEVEL SPREADER DETAIL
SECTION A-A
SECTION VIEW
12" AREA DRAIN DETAIL
DOMED GRATE
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-801
SITE, MATERIAL, AND
UTILITY DETAILS
TYPICAL CATCH BASIN DETAIL
TYPICAL DRAIN MANHOLE DETAIL
STANDARD TRENCH DETAIL FOR UTILITY PIPE
CATCH BASIN INSERT
STORMWATER BUFFER ZONE
PLAN VIEW
WATER QUALITY INLET
PLAN
SECTION
TAPPING SLEEVE, VALVE
& BOX DETAIL WATER TRENCH DETAIL
SECTION A-A
OUTLET CONTROL STRUCTURE
PLAN
8 FOOT DIAMETER DRY WELL DETAIL
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-802
UTILITY AND
STORMWATER
DETAILS
SIDE VIEWSECTION A-A
A
A
NOTE:
PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.
CONTACT STORMTECH FOR MORE INFORMATION.
CHAMBER MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE OF
CHAMBER (X)
SC-310 6" (150 mm)4" (100 mm)
SC-740 10" (250 mm)4" (100 mm)
DC-780 10" (250 mm)4" (100 mm)
MC-3500 12" (300 mm)6" (150 mm)
MC-4500 12" (300 mm)8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
(X)
INSERTA-TEE SIDE INLET DETAIL
CONVEYANCE PIPE
MATERIAL MAY VARY
(PVC, HDPE, ETC.)
INSERTA TEE
CONNECTION
PLACE ADS GEOSYNTHETICS 315 WOVEN
GEOTEXTILE (CENTERED ON INSERTA-TEE
INLET) OVER BEDDING STONE FOR SCOUR
PROTECTION AT SIDE INLET CONNECTIONS.
GEOTEXTILE MUST EXTEND 6" (150 mm)
PAST CHAMBER FOOT
INSERTA TEE TO BE
INSTALLED, CENTERED
OVER CORRUGATION
DO NOT INSTALL
INSERTA-TEE AT
CHAMBER JOINTS
6
A
A
B B
SECTION A-A
SECTION B-B
FOUNDATION STONE
BENEATH CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
UNDERDRAIN DETAIL
STORMTECH CHAMBER
STORMTECH END CAP
OUTLET MANIFOLD
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
STORMTECH END CAP
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
STORMTECH CHAMBER
DUAL WALL
PERFORATED
HDPE
UNDERDRAIN
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS
5
SC-740 TECHNICAL SPECIFICATIONS
PART #STUB A B C
SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)---
SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm)
SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)---
SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm)
SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)---
SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm)
SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)---
SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm)
SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)---
SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm)
SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)---
SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm)
SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)
ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF
THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT
1-888-892-2694.
* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).
BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
NOTE: ALL DIMENSIONS ARE NOMINAL
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³)
MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)
WEIGHT 75.0 lbs.(33.6 kg)
*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS
PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PRE-CORED END CAPS END WITH "PC"
90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH
BUILD ROW IN THIS DIRECTION
A A
C
B
51.0"
(1295 mm)
30.0"
(762 mm)
45.9" (1166 mm)12.2"
(310 mm)
29.3"
(744 mm)
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
START END
2 SC-740 CROSS SECTION DETAIL
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
NOTES:
1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",
OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION
CHAMBERS".
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL
MATERIALS.
4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE
WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL
REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS
COMPACTION / DENSITY
REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C'
STARTS FROM THE TOP OF THE EMBEDMENT
STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF
MATERIAL OVER THE CHAMBERS IS REACHED.
COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX
LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE
DENSITY FOR PROCESSED AGGREGATE
MATERIALS. ROLLER GROSS VEHICLE WEIGHT
NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A
FOUNDATION STONE: FILL BELOW CHAMBERS
FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)
OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
SURFACE.2,3
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
6" (150 mm) MIN
D
C
B
A
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN51" (1295 mm)6"
(150 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 5)
SC-740 END CAP
SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
30"
(762 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
1
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON
PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
CATCH BASIN
OR MANHOLE
SC-740 END CAP
OPTIONAL INSPECTION PORT
SC-740 CHAMBER
COVER ENTIRE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: SC740EPE24B
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
ELEVATED BYPASS MANIFOLD
SC-740 ISOLATOR ROW DETAIL3
STORMTECH CHAMBER
SPECIFICATIONS
1.CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310.
2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN
POLYPROPYLENE OR POLYETHYLENE RESINS.
3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS,
UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL
SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT
ACCESS FOR INSPECTION.
4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE
STRUCTURAL BACKFILL, AND THE INSTALLATION
REQUIREMENTS SHALL ENSURE THAT THE LOAD
FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR:
1) LONG-DURATION DEAD LOADS AND 2)
SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO
DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND
MULTIPLE VEHICLE PRESENCES.
5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE)
OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD
SPECIFICATION FOR THERMOPLASTIC CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS".
6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE
LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,
"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF
THERMOPLASTIC CORRUGATED WALL STORMWATER
COLLECTION CHAMBERS".
7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE
DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER
MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON
REQUEST TO THE SITE DESIGN ENGINEER FOR
APPROVAL BEFORE DELIVERING CHAMBERS TO THE
PROJECT SITE:
a.A STRUCTURAL EVALUATION SEALED BY A
REGISTERED PROFESSIONAL ENGINEER THAT
DEMONSTRATES THAT THE SAFETY FACTORS ARE
GREATER THAN OR EQUAL TO 1.95 FOR DEAD
LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM
REQUIRED BY ASTM F2787 AND BY AASHTO FOR
THERMOPLASTIC PIPE.
b.A STRUCTURAL EVALUATION SEALED BY A
REGISTERED PROFESSIONAL ENGINEER THAT
DEMONSTRATES THAT THE LOAD FACTORS
SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN
SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50
YEAR CREEP MODULUS DATA SPECIFIED IN ASTM
F2418 OR ASTM F2922 MUST BE USED AS PART OF
THE AASHTO STRUCTURAL EVALUATION TO
VERIFY LONG-TERM PERFORMANCE.
c.STRUCTURAL CROSS SECTION DETAIL ON WHICH
THE STRUCTURAL EVALUATION IS BASED.
8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN
ISO 9001 CERTIFIED MANUFACTURING FACILITY.
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM
1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS
COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.
2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780
CONSTRUCTION GUIDE".
3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
·STONESHOOTER LOCATED OFF THE CHAMBER BED.
·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.
7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).
8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE
SITE DESIGN ENGINEER.
9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE
SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
SC-740 6" (150 mm) INSPECTION PORT DETAIL
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
* THE PART# 2712AG6IPKIT CAN BE
USED TO ORDER ALL NECESSARY
COMPONENTS FOR A SOLID LID
INSPECTION PORT INSTALLATION
6" (150 mm) INSERTA TEE
PART# 6P26FBSTIP*
INSERTA TEE TO BE CENTERED ON
CORRUGATION CREST
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
PAVEMENT
CONCRETE COLLAR
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
12" (300 mm) NYLOPLAST INLINE DRAIN
BODY W/SOLID HINGED COVER OR GRATE
PART# 2712AG6IP*
SOLID COVER: 1299CGC*
GRATE: 1299CGS
6" (150 mm) SDR35 PIPE
SC-740 CHAMBER
18" (450 mm) MIN WIDTH
4
NOTES FOR CONSTRUCTION EQUIPMENT
1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780
CONSTRUCTION GUIDE".
2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:
·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN
ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION
GUIDE".
3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS
NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER
THE STORMTECH STANDARD WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR
CONSTRUCTION EQUIPMENT.
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-803
STORMWATER
DETAILS
TYPICAL SHRUB
DECIDUOUS TREE PLANTING & STAKING
PLAN
TYPICAL GROUNDCOVER
PLAN
SECTION
BIORETENTION BASIN
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-804
LANDSCAPE DETAILS
BALLAST BASE
ELEVATION
SECTION A-A
TEMPORARY CONSTRUCTION
CHAIN LINK FENCE WITH BALLAST BASE
DOUBLE GATE ELEVATION
GATE PLAN
24' WIDE DOUBLE GATE
CATCH BASIN W/ SILTATION SACK
INLET PROTECTION
PLAN VIEW
SECTION A-A
SIDE ELEVATION
SECTION B-B
STABILIZED CONSTRUCTION ENTRANCE
PERSPECTIVE VIEW
SECTION
PERIMETER PROTECTION BARRIER
PERSPECTIVE VIEW
SECTION
SILT FENCE DETAIL WITH WATTLES
PERIMETER PROTECTION BARRIER
·
·
·
ARCHITECT CONSULTANT STAMP KEY PLAN SHEET TITLE
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
160 FEDERAL STREET
SALEM HISTORIC SCHOOLS
NORTH SHORE COMMUNITY DEVELOPMENT
COALITION, INC.218010.1
PES/BC
SV
MARK DATE DESCRIPTION2 Center Plaza, Suite 430
Boston, MA 02108
T: (617) 338-0063
F: (617) 338-6472
Civil Engineering
Land Surveying
Transportation Engineering
Structural Engineering
Planning
GIS
Green Infrastructure
02-13-2020 SITE PLAN REVIEW
NITSCH PROJECT NO. 13928
04-28-2020 SITE PLAN RESUBMISSION
05-14-2020 SITE PLAN RESUBMISSION
C-805
SOIL EROSION AND
SEDIMENT CONTROL
DETAILS