D-2THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
LOCATION MAP
RECORD OF SUBMISSION
PRELIMINARY SUBMISSION AUGUST 17, 2020
INDEX OF SHEETS
COVER C-0
NOTES & LEGEND C-1
EXISTING CONDITIONS C-2
REMOVALS PLAN C-3
LAYOUT PLAN C-4
GRADING & DRAINAGE PLAN C-5
EROSION AND SEDIMENT CONTROL PLAN C-6
LANDSCAPING PLAN C-7
SITE DETAILS D-1
SITE DETAILS D-2
HUDSON HEADWATERS
HEALTH NETWORK - 28 SOUTH WESTERN AVE
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
AUGUST 17, 2020
C-0
-
COVER
SITE
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
ZONING MAP
SITE
LEGEND
EXISTING
CONTOUR MINOR
CONTOUR MAJOR
WOODS/BRUSH
STORM LINE
UTILITY POLE
PROPERTY LINE
WATERLINE
HYDRANT
1550
1549
FENCE ●●●●●●
SIGNS/BILLBOARDS
CATCH BASIN
CB
LAMP POST
WATER VALVE
GAS VALVE
RIP RAP
E,T,C LINES
PROPOSED
CONTOUR MINOR
CONTOUR MAJOR
PROPERTY LINE
ABBREVIATIONS
SPOT ELEVATION X ELEV.
IRON ROD FOUND IRF
CAPPED IRON ROD FOUND CIRF
IRON PIPE FOUND IPF
LINEAR OBJECT TO BE
DEMOLISHED
WOODS AND BRUSH TO
BE REMOVED
ASPHALT SURFACE
1550
1549
BUILDING OUTLINE
C-1
-
NOTES & LEGEND
IMPERVIOUS SURFACES
TO BE REMOVED
MILL ASPHALT
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-2
1"=20'
EXISTING CONDITIONS
010'20'20'
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-3
1"=20'
REMOVALS PLAN
010'20'20'
75' FRONT BLDG. SETBACK
75' FRONT BLDG. SETBACK
75' FRONT BLDG. SETBACK75' FRONT BLDG. SETBACKTHE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-4
1"=20'
LAYOUT PLAN
010'20'20'
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-5
1"=20'
GRADING AND DRAINAGE PLAN
010'20'20'
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-6
1"=20'
EROSION AND SEDIMENT CONTROL PLAN
010'20'20'
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
C-7
1"=20'
LANDSCAPING PLAN
010'20'20'
PLANTING SCHEDULE
ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING REMARKS
TREES
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
D-1
NTS
SITE DETAILS
TYPICAL STRIPING
PARKING LOT SECTION
N.T.S.
TYPICAL ASPHALT PARKING
ASPHALT SAWCUT
N.T.S.
N.T.S.
PAVEMENT WING GUTTER SECTION
PAVEMENT MARKING DETAIL PAVEMENT STRIPING
N.T.S.
N.T.S.
N.T.S.
TYPICAL SHRUB BED PLANTING
NOTE:
TOPSOIL, FERTILIZER, & SEED
N.T.S.
TYPICAL DECIDUOUS TREE PLANTING
BOLLARD
N.T.S.
N.T.S.
DUMPSTER ENCLOSURE FENCE
TYPICAL SWING GATE
ALL POSTS, RAILS, AND FITTINGS SHALL BE BLACK
RESIN CLAD
N.T.S.
DUMPSTER ENCLOSURE
THE ALTERATION OF THIS MATERIAL IN
ANY WAY, UNLESS DONE UNDER THE
DIRECTION OF A COMPARABLE
PROFESSIONAL, (I.E.) ARCHITECT FOR
AN ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE ARCHITECT
FOR A LANDSCAPE ARCHITECT, IS A
VIOLATION OF THE NEW YORK STATE
EDUCATION LAW AND/OR REGULATIONS
AND IS A CLASS "A" MISDEMEANOR.
SEAL
DATENo.DESCRIPTION
SUBMITTAL / REVISIONS
PROJ. MANAGER:REVIEWED BY:
CHIEF DESIGNER:
BY DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
MJ PROJ. No.:
CONTRACT No.:
SCALE:
1533 Crescent Road - Clifton Park, NY 12065
Engineering and
Land Surveying, P.C.
-
972.48
AUGUST 2020
JWE
JWE
JWE
JWE
-
28 SOUTH WESTERN AVE
NEW YORKTOWN OF QUEENSBURY
HUDSON HEADWATERS
PRELIMINARY DRAWINGS: NOT FOR CONSTRUCTION
DRAF
T
D-2
NTS
SITE DETAILS
GENERAL REQUIREMENTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENT CONTROL TO PROTECT SURROUNDING WATER
BODIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CONTROL AND MAINTENANCE OF SOIL EROSION AND SEDIMENT
CONTROL FACILITIES TO ENSURE PROPER FUNCTIONING OF SAID FACILITIES (DURING CONSTRUCTION).
AFTER THE PROJECT HAS BEEN COMPLETED, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ENSURING THAT ALL
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR REPLACED BY PERMANENT CONTROLS.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN FOURTEEN (14) DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC,
SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A
TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING.
PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN FIVE (5) DAYS AFTER FINAL GRADING. MULCH AS
NECESSARY FOR SEED PROTECTION AND ESTABLISHMENT. LIME AND FERTILIZE SEED BED PRIOR TO PERMANENT SEEDING.
EROSION & SEDIMENT POLLUTION CONTROL GUIDELINES (SWPPP)
EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES AND PRACTICES, UTILIZED IN THE CONSTRUCTION OF THE PROJECT, SHALL BE
CONSISTENT WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (NOVEMBER 2016).
NATURAL VEGETATION SHALL BE RETAINED, PROTECTED, AND SUPPLEMENTED, AS FEASIBLE PRIOR TO AND DURING CONSTRUCTION.
CUT AND FILL SLOPES SHALL BE BROUGHT TO FINAL PROPOSED GRADES AS SOON AS POSSIBLE IN THE CONSTRUCTION SEQUENCES,
AND SEEDED AND MULCHED IMMEDIATELY.
EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES (STRAW BALES, FILTER FABRIC FENCING, STABILIZED CONSTRUCTION
ENTRANCES, SILTATION BASINS, AND OTHER ACCEPTABLE FACILITIES) SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL
COMPLETE SITE STABILIZATION.
HEAVY CONSTRUCTION EQUIPMENT SHALL BE KEPT AS CLOSE TO THE AREA AS PRACTICAL TO MINIMIZE DISTURBANCE OF SOIL ALREADY
STABILIZED OR UNDISTURBED
TOPSOIL AND OTHER SOIL REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED IN A SUITABLE LOCATION CLEAR FROM ANY
STORMWATER DRAINAGE COURSES. STOCKPILES WHICH ARE INACTIVE FOR MORE THAN FOURTEEN (14) DAYS SHALL BE SEEDED.
VEGETATIVE STABILIZATION SHALL BE PERIODICALLY INSPECTED FOR SUFFICIENT GROWTH AND PROGRESS. AREAS NOT RESPONDING
SHALL BE PROMPTLY RESEEDED AND REMULCHED AS SOON AS POSSIBLE. AREAS SHOWING SIGNS OF EROSION PRIOR TO STABILIZATION
SHALL BE GRADED, RESEED, AND REMULCHED AS SOON AS POSSIBLE. SOD OR EROSION CONTROL FABRIC SHALL BE UTILIZED WHERE
ADEQUATE STABILIZATION IS NOT OCCURRING.
ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BEFORE BEGINNING EARTH MOVING ACTIVITIES, OR IN
THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.
A STABILIZED CONSTRUCTION ENTRANCE PAD OF 1-1/2" TO 2" CLEAN STONE WILL BE PLACED AT ALL CONSTRUCTION DRIVEWAYS
IMMEDIATELY AFTER SITE DISTURBANCE. (DIMENSIONS: LENGTH-NOT LESS THAN 50 FT., EXCEPT ON SINGLE RESIDENCE LOT WHERE 30
FT. MINIMUM WOULD APPLY: WIDTH-24 FT. MIN., BUT NOT LESS THAN FULL WIDTH OF ENTRANCE OR EXIT DRIVES: DEPTH-NOT LESS THAN
8 IN.) FILTER CLOTH IS REQUIRED PRIOR TO STONE PLACEMENT.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN 14 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL
IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW OR EQUIVALENT MATERIAL, AT A RATE OF 2.5-3.0 TONS PER ACRE, ACCORDING TO
STATE STANDARDS.
PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED AREAS WITHIN FOURTEEN (14) DAYS AFTER FINAL GRADING. MULCH TO BE
USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED.
THE APPLICATION OF TOPSOIL, LIMING, FERTILIZING, SEEDING, AND MULCHING FOR DISTURBED AREAS SHALL BE CONSISTENT WITH THE
STANDARD GENERAL PRACTICES FOR CONSTRUCTION.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCES OF ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E., STEEP SLOPES
AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF 2.5 - 3.0 TONS PER ACRE
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS
(I.E., SLOPES GREATER THAN 3:1).
AT THE TIME WHEN SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS TO BE ESTABLISHED, ANY SOIL THAT WILL NOT
PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A
WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER.
IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF PERMANENT
GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES UNTIL ALL AREAS HAVE
BEEN PERMANENTLY STABILIZED.
EROSION AND SEDIMENT CONTROL MEASURE TO BE REMOVED ONLY AFTER PERMANENT STABILIZATION IS COMPLETED AND THE CITY
OF COHOES AND SWPPP MONITORING PROFESSIONAL HAS APPROVED THE WORK.
MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES
PROPER MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL FACILITIES ARE NECESSARY TO THE EFFECTIVENESS OF THE
EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES.
A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE ENTRANCE OF EACH CONSTRUCTION INGRESS ONTO PUBLIC
THOROUGHFARES AND STABILIZED ROADWAYS.
DISTURBED GROUND SURFACES SHALL BE SPRINKLED WITH WATER, AS NEEDED, TO LIMIT THE FORMATION AND MIGRATION OF
AIRBORNE DUST.
OPERATIONAL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT THE SPILLS OF FUELS AND LUBRICANTS. IF A SPILL
OCCURS, IT SHALL BE CONTROLLED IMMEDIATELY TO PREVENT ITS ENTRY INTO OFF-SITE AREAS INCLUDING ADJACENT STORM SEWER.
ANY TEMPORARY EROSION CONTROL FACILITY SHALL REMAIN FUNCTIONAL UNTIL VEGETATIVE COVER IS SUFFICIENTLY ESTABLISHED
WITHIN THE RESPECTIVE TRIBUTARY DRAINAGE AREA.
ANY DEBRIS ACCUMULATED IN EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED AND PROPERLY DISPOSED. THESE
FACILITIES SHALL BE CHECKED DAILY AND AFTER RAINFALL EVENTS, AND REALIGNED AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN
IT REACHES THE FOLLOWING DEPTHS:
STRAW BALE BARRIERS - 6 INCHES
SILT FENCING - 6 INCHES
SILTATION BASIN - 9 INCHES
NOTE: DISTURBED AREAS SHALL BE CONSIDERED AS PERMANENTLY STABILIZED WHEN A MINIMUM COVER OF80% HAS BEEN
ESTABLISHED.
ELEVATION STANDARD SYMBOLS
SILT FENCE FOR TEMPORARY EROSION CONTROL
N.T.S.
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
FILTER FABRIC DROP INLET PROTECTION
N.T.S.
PLAN
ELEVATION
INLET/OUTLET CULVERT STONE LINED APRON PROTECTION
N.T.S.
ELEVATION
CONCRETE CATCH BASIN
PLAN
N.T.S.
CONSTRUCTION ENTRANCES
N.T.S.
CONSTRUCTION SPECIFICATIONS
PLAN VIEW
PROFILE