FHB_Main Street Apartments_Site Drawing Set 2-18-22PROJECT LOCATION GENERAL NOTESPREPARED FOR
SHEET INDEX
ZONING STATISTICS
PROJECT TEAM
FH$ MAIN STREET APARTMENTS
Ä0 MAIN STREET
3UEENS$UR; NE9 ;ORK
FOOTHILLS $UILDERS
MOUNTAINSIDE DRIVE
3UEENS$UR; N; 120
CIVIL ENGINEERING & LANDSCAPE ARCHITECT:
STUDIO A ^ LANDSCAPE ARCHITECTURE DPC
HIGH ROCK AVE SUITE ^ PO $OX 22
SARATOGA SPRINGS N; 12
CONTACT: MATTHE9 HUNTINGTON PE & KIRSTEN CATELLIER RLA
PHONE: 1000
1PRIOR TO COMMENCING AN; 9ORK CONTRACTOR SHALL CONTACT
UFPO AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING UTILITIES AN; COSTS INCURRED $;
THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL $E SOLEL; THE RESPONSI$ILIT; OF THE
CONTRACTOR
2THE GENERAL CONTRACTOR SHALL VERIF; ALL SITE CONDITIONS
AND REPORT AN; DISCREPANC; $ET9EEN THE PLANS AND THE
FIELD CONDITIONS TO THE O9NERS REPRESENTATIVE
CONTRACTOR SHALL VERIF; AND COORDINATE LOCATION OF ALL
UTILITIES INCLUDING $; NOT LIMITED TO LINES DUCTS CONDUITS
SLEEVES FOOTINGS ETC 9ITH LOCATIONS OF PROPOSED SITE
ELEMENTS EXCAVATION RE3UIRED PROXIMATE TO UTILIT; LINES
SHALL $E DONE $; HAND AN; DAMAGE AND INCURRED COSTS DUE
TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINES
SHALL $E RESPONSI$ILIT; OF THE CONTRACTOR
CONTRACTOR SHALL ESTA$LISH PERMANENT $ENCHMARKS PRIOR TO
THE START OF CONSTRUCTION ALL SECONDAR; $ENCHMARKS
SHALL $E LOCATED SO THAT THE; 9ILL NOT $E DISTUR$ED DURING
CONSTRUCTION
LIMITS OF DISTUR$ANCE IS NOTED ON DRA9INGS CONTRACTOR IS
RESPONSI$LE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
OUTSIDE THE LIMITS OF DISTUR$ANCE AN; AREAS OUTSIDE THE
LIMITS OF DISTUR$ANCE THAT ARE DISTUR$ED SHALL $E RESTORED
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
O9NER IF NO LIMITS OF DISTUR$ANCE IS SHO9N PROPERT; LINE
SHALL $E THE LIMITS OF DISTUR$ANCE
CONTRACTOR SHALL EMPLO; CARE IN SCHEDULING CONSTRUCTION
SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC
CONTRACTOR SHALL EMPLO; SPECIAL CARE TO PROTECT SAFET; OF
PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTUR$ANCE
VARIOUS PERMITS ARE RE3UIRED FOR THIS PROJECT IT IS THE
CONTRACTORS RESPONSI$ILIT; TO ENSURE ALL RE3UIRED PERMITS
FROM ALL JURISDICTIONS AFFECTED $; THIS 9ORK ARE IN PLACE
PRIOR TO CONSTRUCTION
ALL ALTERATIONS TO THESE DRA9INGS MADE IN THE FIELD DURING
CONSTRUCTION SHALL $E RECORDED $; THE CONTRACTOR ON
ASÄ$UILT DRA9INGS AS SPECIFIED
CONTRACTOR SHALL MAINTAIN THE INTEGRIT; OF ALL EXISTING
INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION
CÄ000 COVER SHEET
CÄ010 EXISTING CONDITIONS
CÄ020 DEMOLITION EROSION & SEDIMENT
CONTROL PLAN
CÄ110 LA;OUT PLAN
CÄ210 GRADING & DRAINAGE PLAN
CÄ10 UTILITIES PLAN
CÄ10 PLANTING & LIGHTING PLAN
CÄ10 CONSTRUCTION DETAILS
CÄ11 CONSTRUCTION DETAILS
CÄ12 CONSTRUCTION DETAILS
CÄ1DRIVE9A; ENTRANCE PLAN
APPROVAL SET
DOCUMENTS
01/12/2022
TAX MAP ID: 010Ä1Ä2 & 010Ä1Ä2
ZONE: MAIN STREET
ZONE A$$REV: MS
LOT SIZE: 0 ACRES
TOTAL
RE3UIRED PROPOSED
FRONT ;ARD SET$ACK 0 Ä100 FT 0 FT
FROM CL OF MAIN STREET
SIDE ;ARD SET$ACK OCCUP; MIN
0 OF LOT
9IDTH
REAR ;ARD SET$ACK 10 FT FT
MIN PERMEA$ILIT;10
0 COVER SHEETHUDSON RIVER
MAIN
S
T
R
E
E
T
GLENS
F
A
L
L
S
DRA9ING NO
PROJECT NOPROJECTDRA9ING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS N; 12
OFFICE LOCATION:
HIGH ROCK AVE SUITE
SARATOGA SPRINGS N; 12
1 0Ä00
IT IS A VIOLATION OF NE9 ;ORK STATE
EDUCATION LA9 FOR AN; PERSON UNLESS
THE; ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVE;OR TO ALTER AN; ITEM IN AN; 9A;
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION ALTERED $; FOLLO9ED $; THEIR
SIGNATURE THE DATE OF SUCH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION
01/12/2022
210FH$ MAIN STREET APARTMENTSÄ0 MAIN STREET 3UEENS$UR; N;FOOTHILLS $UILDERS MOUNTAINSIDE DRIVE3UEENS$UR; N; 120DRAWINGS
NOT FOR
CONSTRUCTION
D9G OFPREPARED FOR01/12/22SITE PLAN REVIE9PROJECT SITEIÄCÄ000
PARKING STATISTICS
PROPOSED USE: MIXED USE OFFICE & APARTMENTS
RE3UIRED PARKING SPACES
OFFICE SPACE 2 SF 1 PARKING SPACE/00 SF GFA
RE3UIRED SPACES: 22 SPACES
APARTMENTS: 2 UNITS 1 PARKING SPACES/UNIT
RE3UIRED SPACES: SPACES
SHARING FACTOR 0
RE3UIRED PARKING SPACES 9ITH SHARING FACTOR: SPACES
PROPOSED PARKING SPACES: SPACES
RE3UIRED INTERIOR LANDSCAPING:
TOTAL INTERIOR PARKING LOT AREA: 120 SF
RE3UIRED: 10 120 SF
PROPOSED: 12 10 SF
TP-2
IF-2
TP-1
IF-1
TP-3
IF-3
TP-4
IF-4
EXISTING TREE, TYP.
EXISTING PLANTERS40.0' FRONT YARD SETBACKFROM CENTERLINE OF MAIN STREET10' REAR YARD
S
E
T
B
A
C
K
EXISTING UTILITIES
EXISTING UTILITIES
EXISTING TRAFFIC
SIGN
APPROXIMATE LOCATION
OF TEST PITS AND INFILTRATION
TESTS
TP-1
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
EXISTING TREE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
500
SAVE DATE: 2/18/2022 11:40 AMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-0.10 EXISTING CONDITIONS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############EXISTING CONDITIONS1
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWTEST PIT LOG
TP-1 0" - 16"TOPSOIL
16" - 30"REDDISH BROWN POORLY GRADED SAND
30" - 72" LIGHT BROWN POORLY GRADED SAND
NO GROUNDWATER ENCOUNTERED
NO BEDROCK ENCOUNTERED
TP-2 0" - 16"TOPSOIL
16" - 30"REDDISH BROWN POORLY GRADED SAND
30" - 72" LIGHT BROWN POORLY GRADED SAND
ROOTS TO 30" BELOW EXISTING GRADE
NO GROUNDWATER ENCOUNTERED
NO BEDROCK ENCOUNTERED
TP-3 0" - 13"TOPSOIL
13" -22"REDDISH BROWN POORLY GRADED SAND
22" 72" LIGHT BROWN POORLY GRADED SAND
NO GROUNDWATER ENCOUNTERED
NO BEDROCK ENCOUNTERED
TP-4 0" - 13"TOPSOIL
13" -22"REDDISH BROWN POORLY GRADED SAND
22" 72" LIGHT BROWN POORLY GRADED SAND
NO GROUNDWATER ENCOUNTERED
NO BEDROCK ENCOUNTERED
TEST PITS TP-1 THROUGH TP-4 WERE WITNESSED AND EVALUATED BY
MATTHEW HUNTINGTON, PE ON DECEMBER 6, 2021.
INFILTRATION TEST LOG
IF-1 STABILIZED RATE = 4 MIN. 44 SEC. PER INCH
TEST PERFORMED ±24" BELOW EXISTING GRADE
IF-2 STABILIZED RATE = 1 MIN. 56 SEC. PER INCH
TEST PERFORMED ±24" BELOW EXISTING GRADE
IF-3 STABILIZED RATE = 1 MIN. 10 SEC. PER INCH
TEST PERFORMED ±24" BELOW EXISTING GRADE
IF-4 STABILIZED RATE = 1 MIN. 36 SEC. PER INCH
TEST PERFORMED ±24" BELOW EXISTING GRADE
INFILTRATION TESTS IF-1 THROUGH IF-4 WERE PERFORMED BY
MATTHEW HUNTINGTON, PE ON DECEMBER 6, 2021.
C-0.10
SILT FENCE, TYP.C-5.10
1
TOPSOIL STOCKPILE
AREA, TYP.C-5.10
3
CONCRETE WASHOUT
AREA, TYP.C-5.10
2
EXISTING ASPHALT TO BE REMOVED
EXISTING TIMBER EDGING TO BE REMOVED
EXISTING PATIO TO BE REMOVED
EXISTING GARAGE TO BE REMOVED
SILT FENCE, TYP.
EXISTING CONCRETE SIDEWALK TO BE REMOVED
EXISTING HOUSE AND FOUNDATION TO BE REMOVED
EXIST. TRANSFORMER TO REMAIN.
PROTECT EXIST. TRANSFORMER CONC.
PAD AND BOLLARDS IN PLACE.
SILT FENCE, TYP.
EXISTING ASPHALT TO BE REMOVED
SILT FENCE, TYP.
EXISTING TELEPHONE AND ELECTRIC UTILITIES TO BE
RELOCATED IN COORDINATION WITH UTILITY PROVIDER
EXISTING TRAFFIC SIGN TO BE RELOCATED
EXISTING VEGETATION TO BE REMOVED,
TYP.
SEE CURB CUT DETAIL, DWG C-5.12
10' REAR YARD
S
E
T
B
A
C
K
40' FRONT YA
R
D
S
E
T
B
A
C
K
F
R
O
M
C
.
L
.
M
A
I
N
S
T
R
E
E
T
STABILIZED CONSTRUCTION
ENTRANCE, TYP.C-5.10
8
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
500
PROPERTY LINE SETBACK
EXISTING BUILDING TO BE
DEMOLISHED/ REMOVED
EXISTING SITE ELEMENT TO
BE DEMOLISHED/ REMOVED
SAVE DATE: 2/18/2022 11:40 AMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-0.20 DEMO E&SC.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############DEMOLITION AND E&SC PLAN2
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWC-0.20
1.ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC
REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER
PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY
SEEDED AND MULCHED IF IT WILL BE MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL
DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT
SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION.
AREAS STOCKPILED W/ EARTHEN MATERIALS OR AREAS MADE DEVOID OF VEGETATION
LOCATED WITHIN 500 FEET OF THE MEAN HIGH WATER MARK SHALL NOT BE LEFT
UNCOVERED FOR MORE THAN 24 HOURS. ACCEPTABLE COVERING INCLUDES 3-IN. OF
MULCH OR PLASTIC COVERING.
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION,
BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR
CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING
AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH
THESE PLANS.
3.THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED
EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE,
AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES AS PER THE NYS DEC REQUIREMENTS
4.CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING
SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES
OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE
USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS
CAN BE ESTABLISHED.
5.ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE
PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR
STRUCTURE INSTALL.
6.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS.
7.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED.
8.THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL
ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM
CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE
CONSTRUCTION SITE.
9.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL
STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
FACILITIES.
10.ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY
STORM EVENT.
11.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE
DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS
ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT.
12.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF
WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS,
CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION
AND CONSTRUCTION PROCEDURES.
EROSION & SEDIMENT CONTROL NOTES:
1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE
CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS
AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S
REPRESENTATIVE OF ANY AND ALL DISCREPANCIES.
2.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT
ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE
OWNER, SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A TIMELY
FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS.
3.CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN
HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE
COMPLETION OF SPECIFIED WORK.
4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN
THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS.
TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S
REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND
WHICH ARE OUTSIDE THE LIMIT OF WORK.
6.CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES
AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN,
PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR
DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A RESULT OF
DEFICIENT PROTECTION MEASURES.
7.THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF
UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.
8.ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO
PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE
JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY.
9.CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED
FROM ALL JURISDICTIONS AFFECTED BY THIS WORK.
10.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED.
11.EXISTING SANITARY SEWER INFRASTRUCTURE INDICATED FOR REMOVAL SHALL BE
PUMPED AND CLEANED TO REMOVE ALL EXISTING WASTEWATER MATERIALS AND SHALL
BE DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. FILL
REMAINING VOIDS WITH COMPACTED GRANULAR FILL.
SITE PREPARATION & DEMOLITION NOTES:
LIMITS OF DISTURBANCE = 0.76±ACRES (TOTAL SITE AREA)
9
EXISTING VEGETATION TO
BE REMOVED
PROPOSED BUILDING
DRIVEWAY ENTRANCE
6" DEEP RIVER ROCK STRIP
BETWEEN EDGE OF PAVEMENT
AND FENCE
PROPOSED 35LF X 3'HIGH
WOOD FENCE
PROPOSED 6'HIGH
PRIVACY WOOD FENCE
REMAINDER OF PROPERTY
LENGTH
PROPOSED 5'W CONCRETE SIDEWALK 5.00'TYP.8.50'
(2) COMPACT PARKING SPACES
AT 18'L X 8.5'W
(2) ADA ACCESSIBLE PARKING
SPACES AT 18'L X 9'W, TYP.
AND (1) ADA ACCESSIBLE AISLE
AT 18'L X 9'W, W/ PERMANENTLY
GROUND MOUNTED SIGNS AS REQ'D
TYPICAL PARKING SPACE
AT 18'L X 9'W
18.00'9.00'
9.00'
5
5
12
6
4
6
INDICATES QUANTITY OF
PARKING SPACES IN ROW, TYP.
PLANTING BED, TYP.
6" DEEP RIVER ROCK STRIP BETWEEN
EDGE OF PAVEMENT AND FENCE
R5.75'R3.25'R2.25'R4.51'R5.00'10.10'R5.
0
0
'
99.00'
9.00'
4.50'
(2) 8YRD DUMPSTER BINS
6'H PRIVACY FENCE W/ GATE
6"W CIP CONCRETE CURB, TYP.
PEDESTRIAN WALKWAY, TYP.
ADA COMPLIANT SIDEWALK RAMP
INDICATES DIRECTION OF TRAFFIC FLOW, TYP.
PROPOSED 5'W CIP CONC.
WALKWAY
PROPOSED 5'W CIP CONC.
WALKWAY, TRANSITION
TO 4'W AT TURN.
40' FRONT YARD SETBACK FROM
CENTERLINE OF MAIN STREET
5.0'
22.00'
TYP.22.00'TYP.R3.25'22.00'TYP.6.50'
6.50'
12.6'
21.50'
10' REAR YARD SETBACK
C-5.10
5
C-5.10
11
C-5.10
5
C-5.10
12
C-5.10
9
COURT-YARD AREAC-1.10
A
PARKING AREA TO BE
USED FOR TEMPORARY
SNOW STORAGE DURING
WINTER MONTHS
RELOCATED TRAFFIC SIGN, COORDINATE WITH TOWN.
C-5.10
5
'ONE WAY' SIGN, TYP.C-5.10
10.2
C-5.12
1
PROPOSED 24'W ASPHALT DRIVEWAYC-5.10
4
6'H PRIVACY FENCE
6'H PRIVACY FENCE
19.75'
C-5.10
7
4.33'13.47'EXPANSION JOINT, TYP.C-5.10
6
FILL AREA WITH LIGHT DUTY CONC.C-5.10
5
199'CONTROL JOINT, TYP.
2'W X 6" DEEP RIVER ROCK
STRIP BETWEEN EDGE OF
PAVEMENT AND BUILDING 35.00'7.00'R3.50'FILL AREA WITH LIGHT
DUTY CONC.
C-5.10
5
C-5.10
6
'DO NOT ENTER' SIGN, TYP.C-5.10
10.4
2.0'
TYP.
'DO NOT ENTER' SIGN, TYP.C-5.10
10.4
PROPERTY LINE
LEGEND
PROPOSED SITE FENCE
PROPERTY LINE SETBACK
PROPOSED ASPHALT SURFACE
PROPOSED RAIN GARDEN
DIRECTION OF TRAFFIC
PROPOSED CONCRETE
SURFACE
PROPOSED TRAFFIC SIGN
EXPANSION JOINT
SAVE DATE: 2/18/2022 11:38 AMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-1.10 LAYOUT.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############LAYOUT & MATERIALS PLAN3
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEW1.VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS
AFFECTING SCOPE OF WORK.
2.VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES,
CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH
THE APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY
CONFLICTS WITH ENGINEER SCOPE.
3.START ALL DIMENSIONS FROM BENCHMARK UNLESS OTHERWISE NOTED.
4.ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING
TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL
ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS.
5.REFERENCE TO NORTH REFERS TO PLAN NORTH, REFERENCE TO SCALE IS
FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED
DRAWINGS.
C-1.10
LAYOUT NOTES
9
A COURTYARD LAYOUT PLAN
SCALE: 1 IN. - 10 FT.
ARTIFICAL TURF, TYP.
2'W X 6" DEEP RIVER ROCK
FROM EDGE OF BUILDING
5'W WOOD STAMPED CONCRETE
OR PAVER WALKWAY
CURVED WOOD BENCH,
TYP.
ROUND PICNIC TABLE C-5.12
3C-5.12
1
6"W RIVER ROCK EDGE
W/ STEEL LANDSCAPE
EDGING, EA. SIDE.
C-5.12
2
'U' RACK BIKE RACKS, TYP C-5.12
3
ARTIFICAL TURF, TYP.
PLANTINGS, TYP.
500
498
500
498
5
0
0
499
498
497
T/CURB. 498.5'
B/CURB 498.0'T/CURB. 498.5'
B/CURB 498.0'T/CURB. 498.5'
B/CURB 498.0'
500.5'
500.5'
500.25'
500.25'
500.96'
499.92'
501.0'
501.0'
500.96'
500.36'
497.5'
497.25'
T/CURB. 499.28'
B/CURB 498.78'
T/CURB. 499.28'
B/CURB 498.78'
T/CURB. 499.0'
B/CURB 498.5'
T/CURB. 497.75'
B/CURB 497.25'
T/CURB. 497.88'
B/CURB 497.38'
T/CURB. 497.88'
B/CURB 497.38'4%4%4%5%5%2%T/CURB. 500.86'
B/CURB 500.36'
496.75'
496.75'
498.0'
498.0'
1.5%
1.5%
T/CURB. 500.86'
B/CURB 500.36'
500.00'
500.00'C-5.10
12
PROPOSED LOCATION OF SUBSURFACE
INFILTRATOR CHAMBERS. SEE DWG C-3.10
FOR DETAILS.
PROPOSED
BUILDING
FFE:501.0'
PROPOSED CATCH BASIN, TYP.
SEE DWG. C-3.10 FOR DETAILS.
ADA ACCESS CURB RAMPS
PROPOSED 5'W CONC. SIDWALK
EXISTING CONC. UTILITY PAD
PROPOSED 5'W CONC. SIDEWALK,
TRANSITION TO 4'W AT TURN.
PROPOSED 5'W CONC. SIDEWALK
6" DEEP RIVER ROCK TRENCH
BETWEEN EDGE OF
PAVEMENT AND FENCE, TYP.
REFUSE AREA
40' FRONT YARD SETBACK
FROM C.L. OF MAIN STREET
10' REAR YARD
S
E
T
B
A
C
K
DRIVEWAY ENTRANCEC-5.12
1
C-5.11
1
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
500
497
PROPOSED STORM PIPE
500
PROPERTY LINE SETBACK
PROPOSED SPOT GRADES497.5
SAVE DATE: 2/17/2022 4:27 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-2.10 GRADING&DRAINAGE.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############GRADING & DRAINAGE PLAN4
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWC-2.10
EARTHWORK NOTES
1.BEFORE ANY LAND CLEARING IS COMPLETED, THE CONTRACTOR SHALL ARRANGE A MEETING
ON SITE WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE
PROTECTED OR REMOVED. NO CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF
THE EXISTING CONDITIONS TO BE PRESERVED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES
AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE
PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT
THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR
WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT
BE STORED BENEATH TREES TO BE KEPT.
3.ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY
INSPECTED AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE.
ANY DAMAGE OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED
FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR.
4.ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE
LICENSED SURVEYOR.
5.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12"
COMPACTED LIFTS.
6.ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS.
LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE.
7.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A
MINIMUM SLOPE OF ONE-EIGHTH (18") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO
OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE
CONTINUING WORK.
8.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES
INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.
9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING
VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES.
10.DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE
MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS
NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO
PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE
OWNER.
11.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT
PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES.
12.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE
BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS
DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE
OWNER.
13.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± 1".
14.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED
PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.
15.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION
203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE
COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH
THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698.
16.MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA.
ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED
IN THE FIELD BY THE ENGINEER.
17.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE
DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL
EXCAVATION SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED
FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER
STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE
FOLLOWING REGULATORY AGENCIES:
--SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL
CODE RULE 23.
--SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA
REGULATIONS FOR CONSTRUCTION.
--ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS
PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE.
--THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE
PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF
NECESSARY TO PROVIDE SAFE WORKING CONDITIONS.
18.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE
DESIGNATION 2.
19.ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES
AND SHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED.
20.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE
COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF.
9
SANSANPROPOSED 25.25'W x 53.46'L INFILTRATOR
CHAMBER BED AREA W/ (5) ROWS OF (7)
SC-740 CHAMBER UNITS AS MANUFACTURED
BY ADS STORM TECH.
B/ STONE BED EL. 491.1'
PROPOSED
BUILDING
FFE:501.0'
PROPOSED CATCH BASIN, CB-5
PROPOSED CATCH BASIN, CB-4
PROPOSED PRECAST CONC.
CATCH BASIN, TYP.
CB-1
CONNECT DOWNSPOUT TO
18"Ø PREFABRICATED DRAIN BASIN
EXISTING TRANSFORMER
TO REMAIN
CONNECT DOWNSPOUT TO
EXTENDED ROOF LEADER
REFUSE AREA6"Ø HDPE X 91 LF @ 2%12"Ø HDPE X 60 LF @ 2%6"Ø HDPE X 186 LF @ 2%CONNECT DOWNSPOUT TO
EXTENDED ROOF LEADER
EXISTING SANITARY SEWER MANHOLE
APPROXIMATE LOCATION OF 4"Ø SOLVENT WELDED SCH. 40
PVC GRAVITY SEWER PIPE FROM BUILDING TO EXIST. MANHOLE.
MAINTAIN MIN. 2% SLOPE. INSTALL (1) CLEANOUT
ALONG NEW SEWER LINE. COORDINATE SEWER CONNECTION
WITH TOWN OF QUEENSBURY SEWER DEP'T
6"Ø CORR. HDPE BURIED
ROOF LEADER
6"Ø CORR. HDPE
BURIED ROOF
LEADER
EDGE OF STONE BED AREA,
TYP.
10"Ø HDPE DISTRIBUTION
MANIFOLD, TYP.
INFILTRATOR CHAMBER INLET
INV. ELEVATION AT ALL INLET
LOCATIONS: 493.3'
10"Ø HDPE DISTRIBUTION MANIFOLD, TYP.
12"
Ø
H
D
P
E
X
3
8
L
F
@
2
%
CONNECT DOWNSPOUT TO
18"Ø PREFABRICATED
DRAIN BASIN
EXISTING ELECTRIC UTILITY TO
BE RELOCATED IN COORDINATION
WITH UTILITY PROVIDER.
NEW CONNECTION TO BE
COORDINATED WITH UTILITY
PROVIDER.
EXISTING STORM SEWER CATCH BASIN
C-5.11
3
C-5.11
3
C-5.11
2
10' REAR YAR
D
S
E
T
B
A
C
K
40' FRONT YA
R
D
S
E
T
A
B
A
C
K
F
R
O
M
C
.
L
.
M
A
I
N
S
T
R
E
E
T
C-5.11
1
C-5.11
6
6"Ø HDPE X 70 LF @ 2%6"Ø HDPE X 61 LF @ 2%12"Ø HDPE X 32 LF@ 2%PROPOSED CATCH BASIN, CB-2
PROPOSED CATCH BASIN, CB-3
APPROXIMATE LOCATION WATER
SERVICE LINE. COORDINATE
LOCATION WITH QUEENSBURY
WATER DEP'T. SEE NOTES.
C-5.11
5
C-5.11
7
C-5.11
7
SAN SAN SAN SAN SAN
PROPERTY LINE
LEGEND
PROPOSED STORM PIPE
PROPOSED SANITARY SEWER PIPE
PROPERTY LINE SETBACK
APPROXIMATE POTABLE WATER
SERVICE LINE
SAVE DATE: 1/12/2022 4:24 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-3.10 UTILITIES.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############UTILITIES PLAN5
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWC-3.10
WATER SERVICE INSTALLATION NOTES
1.WATER SERVICE INSTALLATION SHALL CONFORM TO ALL TOWN OF QUEENSBURY REQUIREMENTS
AND THESE DRAWINGS. ALL WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE MOST RECENT RULES, REGULATIONS, AND CONSTRUCTION STANDARDS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH, AMERICAN WATER WORKS ASSOCIATION AND THE NEW YORK
STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION.
2.WATER SERVICE LINE SHALL BE DETERMINED AS REQUIRED IN ACCORDANCE WITH FIRE
SUPPRESSION FLOW DEMAND.
3.LOCATION OF WATER MAIN TAP AND SERVICE LINE INSTALLATION SHALL BE COORDINATED WITH
QUEENSBURY WATER DEPARTMENT. SEE TAPPING DETAIL (DETAIL 5) ON DRAWING C-5.11.
4. FOLLOWING MATERIALS SHALL BE PROVIDED:
·WATER PIPING: ZINC COATED DUCTILE IRON PIPE, PUSH-ON-JOINT TYPE AWWA C150 AND
C151 THICKNESS CLASS 52, 250 PSI RATED WITH AWWA C111 RUBBER GASKETS.
·VALVES: AWWA C500 RESILIENT WEDGE GATE VALVE TYPE, NON-RISING STEM, MECHANICAL
JOINT TYPE, 200 PSI PRESSURE RATED. VALVES SHALL BE AS MANUFACTURED BY MEULLER,
CLOW(EDDY), KENNEDY, AMERICAN AVK OR WATEROUS.
·FITTINGS: SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS,
AWWA C110 WITH AWWA C111 RUBBER GASKETS, DUCTILE IRON GLANDS, AND STEEL BOLTS
AND NUTS, 250 PSI RATED.
·TAPPING SLEEVE (IF REQ'D): SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR
STAINLESS STEEL FULL WRAP AROUND MULLER H-304 SERIES OR APPROVED EQUIVALENT.
-ALL VALVES RIGHT HAND OPEN (CLOCKWISE).
-ALL BOLTS COR-BLUE T-BOLTS AND NUTS IN COMPLIANCE WITH AWWA C111.
-PIPE & FITTINGS TO BE CEMENT MORTAR LINED PER AWWA C104, STANDARD THICKNESS.
4.ALL WET TAPS SHALL BE MADE BY A WET TAPPING CONTRACTOR APPROVED BY THE TOWN OF
QUEENSBURY WATER DEPARTMENT. CONTACT THE QUEENSBURY WATER DEPARTMENT FOR THE
LATEST LIST.
5.THE TAPPING SLEEVE AND VALVE MUST BE INSTALLED AND TESTED BY THE WET TAPPING
CONTRACTOR PRIOR TO MAKING THE WET TAP. THIS INSTALLATION AND TESTS WILL BE
INSPECTED AND APPROVED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. THIS TEST
WILL BE CONDUCTED AT 1 ½ TIMES THE WATER SYSTEM PRESSURE WITH A MINIMUM OF 150 PSI
AND SHALL NOT EXCEED THE MAXIMUM WORKING PRESSURE RATING OF THE SLEEVE AND
VALVE.THE MINIMUM WORKING PRESSURE FOR ALL SLEEVES IS TO BE 200 POUNDS PER SQUARE
INCH.
6.WATER LINES SHALL BE SEPARATED FROM SANITARY SEWER LINES FOR A MINIMUM
HORIZONTAL DISTANCE OF 10 FT, AND A MINIMUM VERTICAL SEPARATION OF 18 INCHES AS
MEASURED TO OUTSIDE SURFACES OF PIPES. LOCATE JOINTS IN EACH PIPE EQUIDISTANT FROM
THE CROSSING LOCATION.
7.MINIMUM COVER OVER WATER LINES SHALL BE 5'-6" TO THE CROWN OF THE PIPE.
8.DETECTION TAPE SHALL BE FOIL FACED, 4" WIDE TAPE WITH BLUE PRINTED "CAUTION - BURIED
WATERLINE BELOW" TEXT. TAPE SHALL BE LOCATED DIRECTLY ABOVE WATER PIPE AND SHALL
BE BURIED 18 INCHES BELOW FINISH GRADE.
9.COORDINATE WITH THE QUEENSBURY WATER DEPARTMENT FOR FLUSHING AND CLEANING OF
SERVICE LINES PRIOR TO TESTING. MAINS SHALL NOT BE ALLOWED TO BE PUT INTO SERVICE
ARE SUFFICIENTLY CLEARED AND APPROVED BY THE ENGINEER FOR FINAL CONNECTION.
10.UPON COMPLETION OF PIPELINE INSTALLATION AND BACKFILL AND PRIOR TO FINAL
CONNECTION TO THE EXISTING SYSTEM, CONCURRENT HYDROSTATIC PRESSURE AND LEAKAGE
TESTS SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600. THE ENGINEER SHALL BE
PRESENT FOR ALL SYSTEM TESTING.
9
SANSANC-5.11
6
CP - 6
SN - 6
RH - 16
SH - 19
BN - 1
CP - 22
CP - 5
RH - 5
SH - 5
CP - 22
CP - 8
RH - 6
SH - 22
BN - 1
SN - 11
SH - 6
SN - 17 SH - 6
SH - 8
CP - 9
RH - 6BN - 1
SH - 9
RH - 9
SH - 8SN - 7
CP - 19
RH - 22
SEED WITH GRASS
EP - 3
RH - 8
PV - 5
RH - 3
SN - 2
RH - 5
PV - 4
RH - 5
PV - 4
SN - 4
EP - 5
PV - 5
SN - 6
EP - 5
PV - 4
PV - 4
RH - 5
CP - 9
CP - 7
SH - 18
SAN SAN SAN SAN SAN
PROPERTY LINE
LEGEND
PROPOSED STORM PIPE
PROPOSED SANITARY SEWER PIPE
PROPERTY LINE SETBACK
APPROXIMATE POTABLE WATER
SERVICE LINE
SAVE DATE: 1/17/2022 12:39 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-4.10 PLANTING.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############UTILITIES PLAN5
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWC-3.10
9
PLANTING SCHEDULE
KEY QTY SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
TREES
SHRUBS / GRASSES / PERENNIALS
1 PLANTING SCHEDULE
SCALE: N.T.S.
F.G.
2' TYP.1'NOTES:
1.TREES SHALL BEAR SAME RELATIONSHIP
TO FINISH GRADE AS IN THE NURSERY.
2.THIN BRANCHES & FOLIAGE AS DIRECTED
WHILE RETAINING NORMAL SHAPE OF
TREE. NEVER CUT A LEADER
3.TREES SHALL BE PLUMB & STRAIGHT.
ATTACH 18" GALV. STEEL CABLE TO STAKE.
NOTCH STAKE TO RECEIVE CABLE.
ENCASE WIRE AROUND TRUNK TO
REINFORCE RUBBER HOSE ABOVE FIRST
BRANCH. SECURE ALL ENDS OF CABLE
WITH GALV. CLAMPS.
4" GALV. TURNBUCKLE EA. CABLE
3"Ø X 8' CEDAR STAKES, 3 PER TREE.
STAKES TO BE SAME HEIGHT, DRIVEN IN
ON A SLIGHT ANGLE. STAKES TO BE
OUTSIDE OF ROOT BALL.
WRAP ALL DECIDUOUS TRUNKS NEATLY
TO A HEIGHT OF THE SECOND LOWEST
BRANCH ( FALL PLANTING ONLY)
3" HT. PLANTING MIX SAUCER
PULL PLANT BED SURFACE AWAY FROM
TREE TRUNK
AMENDED PLANTING MIX, COMPACTED
CUT ROPE SURROUNDING BOTTOM OF TREE
TRUNK AFTER BACKFILLING BUT BEFORE
MULCHING. DO NOT REMOVE BURLAP.
NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%
UNDISTURBED SUBGRADE
2 DECIDUOUS TREE PLANTING DETAIL
SCALE: N.T.S.
PERENNIALS - SEE SHEET L-3.10 FOR
TYPE AND LOCATION OF PLANTING
2" RIVER ROCK OR MULCH AROUND
PERENNIALS AND GRASS SPRIGS
SUBSOIL
12" PLANTING SOIL MIX IN ALL PERENNIAL
BEDS PLACED IN 6" LIFTS (TYP.)
SHOVEL CUT AT EDGE
OF PLANTING BED
3 PERENNIAL & GRASS PLANTING DETAIL
SCALE: N.T.S.
SEEDED LAWN. SEED MIX AS
SPECIFIED. STABILIZE ALL SLOPES
EQUAL TO OR GREATER THAN 3:1 WITH
HYDROSEED APPLICATION OF
"FLEXTERRA" BONDED FIBER MATRIX,
OR EQUAL
6" LOAM TOPSOIL
FREE DRAINING FILL
SOIL OVER BEDROCK
EXISTING BEDROCK12"4 SEEDED AREA DETAIL
SCALE: N.T.S.
6"
MIN.6"4"MULCH BED - PLACE 2" RIVER ROCK OR
MULCH AROUND ALL SHRUBS
3" MULCH OVER 3" LIP OF TOPSOIL
TO FORM SAUCER
CUT AND REMOVE BURLAP
FROM TOP ONE THIRD OF
SHRUB BALL
50% ORGANIC SOIL, 50%
EXISTING SOIL MIX
SCARIFY COMPACTED SUB-SOIL
TO A DEPTH OF 4"
5 BALLED & BURLAPPED (B&B) DETAIL
SCALE: N.T.S.
DIG HOLE 2X DIAMETER OF B7B
ROOT BALL OR CONTAINER
SAVE DATE: 2/17/2022 4:28 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_CONSTRUCTION DETAILS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS7
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FOR01/12/22SITE PLAN REVIEW2" HARDWOOD
FENCE POSTS,
MIN. 36" LONG,
DRIVEN 16" INTO
GROUND
10' MAX. ℄ TO ℄
SECTION VIEW16" MIN. ABOVE GRADE6"MIN.BELOWGRADEFLOW
FLOW
WOVEN WIRE
FENCE (MIN. 14
GAUGE W MAX 6"
MESH SPACING)
36" MIN. FENCE POST
WOVEN WIRE FENCE
(MIN. 14 12 GAUGE W/
MAX. 6" MESH SPACING)
WITH FILTER CLOTH
FLOW 20" MIN.16" MIN.UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN. OF
8" IN GROUND 4"
COMPACTED SOIL
NOTES:
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH
OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X,
MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING
PERSPECTIVE VIEW
1 SILT FENCE DETAIL
SCALE: N.T.S.
SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
<2%300 / 1500 NA NA
2%-10%125 / 1000 250 / 2000 300 / 2500
10-20%100 / 750 150 / 1000 200 / 1000
20%-33%60 / 500 80 / 750 100 / 1000
STAKES PER BALE
(2) 2"x2"x4'
ANCHOR BALES WITH
BALES TO BUTT
10' MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE (TYPICAL)
WOOD STAKE (TYPICAL)
10 MIL
30"±
6" MIN DEPTH
AGGREGATE
6" MIN IMBEDMENT
(TYPICAL)
EXISTING GRADE
18"±
12" MAX
AGGREGATE
TRUCKSALL CONCRETE
WASHOUT HERE
SHALL
18"
12"BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED "U"
7'-0" TO
BOTTOM OF SIGN
3'-0" MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN
WASHOUT SIGN
ALL AROUND
12" MIN
POLYETHYLENE
SHEETING10 MIL
SEASONAL HIGH
GROUNDWATER
TABLE
10' MIN.
2 CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED,
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS,
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS.
NOTES:
1.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS.
2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED
WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION.
3.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY.
4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE
REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER.
3 TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND
ENTIRE PERIMETER OF
STOCKPILE, OR TO EXTEND
AROUND DOWNSTREAM PORTION
IF STOCKPILE IS ON SLOPE
SECTION VIEW
1 1/2"NYS DOT 401 TYPE 7 TOP
COURSE
2 1/2"NYS DOT 401 TYPE 3 BINDER
COURSE12" NYS DOT ITEM 304-2.03
TYPE 2 GRAVEL SUBBASE
COMPACTED SUBGRADE
WOVEN GEOTEXTILE FABRIC, MIRIFI
500X OR APPROVED EQUAL
4 ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
5 CONCRETE SIDEWALK DETAIL
SCALE: N.T.S.
SECTION VIEW
4000PSI CONCRETE PAVEMENT.
SEE DETAIL 6,THIS DWG FOR
JOINTING DETAILS
6 X 6 W2.9 X W2.9 WOVEN WIRE
MESH
12"NYS DOT ITEM 304-2.03 TYPE
2 GRAVEL SUBBASE COMPACTED
TO 95% STANDARD PROCTOR
COMPACTED SUBGRADE TO 90%
PROCTOR
MIRAFI 140N NON-WOVEN (NON-TRAFFIC AREAS)
MIRIFI 500X WOVEN GEOTEXTILE FABRIC (TRAFFIC
AREAS)
4" (NON-TRAFFIC AREAS)
6" (TRAFFIC AREAS)
R=1.5"
6"1"
FACE OF CURB
6" TYP. UNLESS
ON SITE PLAN
OTHERWISE NOTED
6"7"16"
6"
COMPACTED
BACKFILL
95% MODIFIED
PROCTOR
FINISH GRADE
CRUSHER RUN BASE
4000PSI SLIP FORM OR
PRECAST CONCRETE CURBING
SEE LAYOUT PLAN FOR SURFACE
PROPOSED PAVEMENT
(SEE DETAIL)
COMPACTED SUBGRADE TO 90%
STANDARD PROCTOR
7 CONCRETE CURB DETAIL
SCALE: N.T.S.
2" TYP.TOOLED JOINT W/ 14" RADIUS
EDGES AS SHOWN, TYP.
NOTE:
1.LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT & MATERIALS PLANS.
2.TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT.
3.EXPANSION JOINTS TO OCCUR 20' O.C. MAX AND AT ALL CURBS, WALLS AND WHERE SHOWN ON PLANS OR OTHER DETAILS
12" JOINT
6 CONCRETE JOINT DETAILS
SCALE: N.T.S.
TOOLED CONSTRUCTION JOINT
CONCRETE1 1/4"DEPTH MIN.EXPANSION JOINT
2"
TYP.
TOOLED JOINT W/ 14" RADIUS
EDGES AS SHOWN, TYP.
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE WITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS. COVER
WITH W.R. MEADOWS OR EQUAL SNAP CAP AND
REMOVE AFTER CURING.
12" JOINT
SINGLE COMPONENT SILICONE JOINT SEALANT
COMPATIBLE WITH SUBSTRATE AND OTHER
EXPANSION JOINT MATERIALS.
CONCRETE
CONTROL JOINT
9 PARKING LOT STRIPING DETAIL
SCALE: N.T.S.
NOTES:
1.ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT
ZONING AND SITE REGULATIONS.
2.PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE WITH NEW YORK STATE LAW.
3.SLOPE OF PAVEMENT SURFACE IN HANDICAP PARKING AREA SHALL NOT EXCEED 2%
IN ANY DIRECTION.
TYPICAL
COMMON PARKING
SPACE
9'5' MIN.
ACCESS
AISLE
9'18'HC
PARKING
COMMON
PARKING
4" WIDE WHITE PAINTED PARKING
STRIPES, COMMON SPACES
SEE DETAIL 10.2, THIS DWG.
ACCESSIBLE ICON
(SEE NOTE 3)
SEE DETAIL 10.3, THIS DWG.
C-5.10
SIGN
NO.DESCRIPTION M.U.T.C.D.
NO./SIZE QUANTITY
1
2 R6-I(L)/(R)
(36"x12")
R7-1
12"x18"2
1
SITE SIGN TABLE
PARKING
RESERVED
ONE WAY
GREEN
LEGEND/BORDER,
WHITE BKGD
BLACK LEGEND
W/WHITE
ARROW/BORDER,
BLACK BKGD
COLORS
10 SIGN SCHEDULE
SCALE: N.T.S.
3 M1982
12"x18"1PARKING
NO GREEN
LEGEND/BORDER,
WHITE BKGD
4 DO NOT
ENTER
R5-1
36"x36"2
RED
LEGEND/BORDER,
WHITE BKGD
NYSDOT ITEM NO. 688.01
WHITE PREFORMED
REFLECTORIZED
PAVEMENT STRIPE (TYP.)
CONTINUE CROSSWALK
PATTERN TO END OF
PAVEMENT
8' MIN.
6' MIN.12"12"24" CLEAR SPACE (TYP.)11 CROSSWALK STRIPING DETAIL
SCALE: N.T.S.
9
NOTES:
1.CURB RAMP SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ADA STANDARDS SECTION 405.
2.DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET 608-01.
3.CROSSWALK MARKINGS SHALL BE WHITE AND SHALL BE IN ACCORDANCE WITH NYSDOT STANDARD SHEET 685-01.
12 ADA COMPLIANT SIDWALK RAMP AND CROSSWALK DETAIL
SCALE: N.T.S.
DETECTABLE TEXTURE WARNING
CONCRETE RAMP
SLOPED AT 7.5% MAX.1.5%
MAX.
CLEAR SPACE & TURNING SPACE
CURB SHALL BE FLUSH
WITH PAVEMENT
5'-0"
7.
5
%
M
A
X
.
PARKI
N
G
L
O
T
NOTES:
1.STONE SIZE - USE 1" -4" TYPE 3 STONE.
2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT
ON A SINGLE RESIDENCE LOT WHERE A 30'
MINIMUM LENGTH WOULD APPLY).
3.THICKNESS - NOT LESS THAN 6".
4.WIDTH - 12 FEET MINIMUM, BUT NOT LESS
THAN THE FULL WIDTH WHERE INGRESS AND
EGRESS OCCUR. 24 FEET IF SINGLE
ENTRANCE TO THE SITE.
5.GEOTEXTILE - WILL BE PLACED OVER THE
ENTIRE AREA PRIOR TO PLACING THE STONE.
6.SURFACE WATER - ALL SURFACE WATER
FLOWING OR DIVERTED TOWARD
CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS
IMPRACTICAL, A MOUNTABLE BERM WITH A 5:1
SLOPE WILL BE PERMITTED.
7.MAINTENANCE- THE ENTRANCE SHALL BE
MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF WAY
MUST BE REMOVED IMMEDIATELY.
8.WHEN WASHING IS REQUIRED, IT SHALL BE
DONE ON A AREA STABILIZED WITH STONE
AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED
MAINTENANCE SHALL BE PROVIDED AFTER
EACH RAIN.
8 STABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: N.T.S.
EXISTING
PAVEMENT
50' MIN.12' MIN.12' MIN.10' MIN.10' MIN.6" MIN.50' MIN.
3'5:1
GEOTEXTILE FABRIC
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
EXISTING GROUND
EXISTING GROUND PLAN VIEW
PROFILE VIEW
SAVE DATE: 2/17/2022 4:28 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_CONSTRUCTION DETAILS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS8
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FOR01/12/22SITE PLAN REVIEWC-5.11
6"
MIN.
4'-0"x4'-0"
FINISH GRADE.
BACKFILL W/COMPACTED
GRANULAR FILL MATERIAL.
STORM PIPE, SEE PLANS
FOR MATERIAL AND SIZE
PRECAST CONC. CATCH BASIN
SUITABLE FOR H20 VEHICULAR
LOADING.
4"1'-6"SUMPMIN.CRUSHED STONE.
UNDISTURBED SOIL.
SEE SCH. FOR BELOW
FOR INLET INV. EL.
STORM DRAIN PIPE.
GROUT TO CATCH BASIN
FOR WATERTIGHT SEAL.
(TYP.)4"
RIM EL. SEE PLANS
PRECAST CONCRETE EXTENSION
RINGS TO GRADE, AS REQ'D
NEENAH FOUNDRY R-2557
FRAME & GRATE, OR
APPROVED EQUIVALENT
1 PRE-CAST CONCRETE CATCH BASIN DETAIL
SCALE: N.T.S.
PRECAST CONC. CATCH BASIN DESIGN SCHEDULE
CATCH
BASIN ID RIM EL.INLET INV. EL.OUTLET INV. EL.FRAME & GRATE
CB-1 499.92'N INLET - 496.3'S OUTLET - 496.1'NEENAH FOUNDRY R-2557
CB-2 498.0'
N INLET - (12"Ø) 494.9'
N INLET - (6"Ø) 496.5'
S INLET - 494.11'
E OUTLET - 493.83'NEENAH FOUNDRY R-2557
CB-3 498.0'N INLET - 496.8'
S INLET - 493.57'W OUTLET - 493.4'NEENAH FOUNDRY R-2557
CB-4 496.75'--N OUTLET - 494.75'NEENAH FOUNDRY R-2557
CB-5 496.75'N INLET - 494.5'W OUTLET - 494.33'NEENAH FOUNDRY R-2557
SEE SCH. BELOW FOR
OUTLET INV. EL.
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16A, "STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) 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. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND
SLOPED EXCAVATION WALLS.
STORMTECH SC-740 INFILTRATOR,
OR APPROVED EQUIVALENT,
SEE PLAN FOR QUANTITY
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
12" MIN.TYP.NO. 2 CRUSHED STONE WRAPPED
IN GEOTEXTILE FILTER FABRIC.
12" MIN.
TYP.12" MIN.8'-0" MAX.SEE PLANS2 INFILTRATOR DETAIL
SCALE: N.T.S.
6" MIN. STONE
ABOVE CHAMBER
2'-0" MIN.RESTRICTIVE LAYER29.3"B/BED EL. 491.1'
6" MIN.
TYP.
BED SECTION DETAIL
B/CHAMBER EL. 492.1'
FLOW FROM
CATCH BASIN
INLET INV. EL. 493.3
10"Ø CORR. HDPE STORM PIPE
FROM CATCH BASIN TO
EA. CHAMBER ROW
INLET DETAIL
PAVED SURFACE
9
4 'U' RACK BIKE RACK DETAIL
SCALE: N.T.S.
CONCRETE
GROUT FOUNDATION
VARIES11" TYP.NOTES:
1.FOUNDATION DEPTH SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS
1" TYP.
"U" RACK, IN GROUND MOUNTED,
BLACK POWDER COATED AS
MANUFACTURED BY BELSON
OUTDOORS OR APPROVED EQUAL
3'-0" TYP.IN-GROUND MOUNT FOUNDATION DETAIL
VALVE BOX COVER W/ "WATER
TEXT INDICATED.
FLUSH W/ FINISH GRADE.
PAVEMENT
ADJUSTABLE VALVE BOX
12" X 6" TAPPING SLEEVE
EXISTING 12"Ø DIP WATER MAIN
RESILIENT WEDGE
TAPPING VAVLE
6"Ø ZINC COATED CLASS
52 DUTILE IRON PIPE 5'-6" MIN.EXISTING 12"Ø DIP WATER MAIN
12" X 6" TAPPING SLEEVE
TAPPING VALVE
6"Ø ZINC COATED CLASS
52 DUTILE IRON PIPE
ELEVATION
PLAN
5 WATER MAIN TAPPING SLEEVE
SCALE: N.T.S.
FLOW FROM
BUILDING
PVC THREADED CAP
CAST IRON FRAME & COVER FINISHED GRADE FOR
PAVED/CONC. WALKWAY
AREAS WITH FRAME &
COVER
18" LONG SWEEP BEND
4" SCH-40
CRUSHED
STONE
(NYSDOT #1)
10"
FLOW TO
SEWER MAIN
4" WYE
NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS, IF APPLICABLE.
6 SEWER CLEANOUT DETAIL
SCALE: N.T.S.
3 LIGHT DUTY DRAIN BASIN DETAIL
SCALE: N.T.S.
PRE-FABRICATED PVC
DRAIN BASIN AS
MANUFACTURED BY
NYLOPLAST OR APPROVED
EQUIVALENT.
BACKFILL W/COMPACTED
GRANULAR FILL
MATERIAL.
6"Ø CORR. HDPE STORM
PIPE TO OUTLET AT
LOCATION INDICATED ON
THE PLANS.
INLET INV. EL. 498.0'
SEE PLANS FOR OUTLET
INV. EL.
INLET & OUTLET
ADAPTER PER
MANUFACTURER'S
SPECIFICATIONS
18"Ø NYLOPAST LIGHT DUTY GRATE.
RIM EL. 500.0'
FINISH GRADE, SEE
PLAN.
MIN. 6" THICK CRUSHED
STONE
7 PIPE TRENCH DETAIL
SCALE: N.T.S.
PAVED AREASUNPAVED AREAS
D+1'-0" MIN.
D+2'-0" MAX.
PIPE, CENTERED
D
BEDDING SAND
4" BEDDING HAND TAMPED
BACKFILL HAND TAMPED
D + 1'-0" INITIAL
UNDISTURBED SOIL
CLEAN SAND OR GRAVEL
TOPSOIL & SEED
5'-0" MIN. (WATER)1'-6"PAVEMENT
COMPACTED BACKFILL
1
1
1'-0"SUBBASE
BURIED IDENTIFICATION
WARNING TAPE
IN TRENCH, SEE PLANS
FOR SIZE AND TYPE
OR BEDROCK4'-0" MIN. (SEWER)
SAVE DATE: 2/17/2022 4:28 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_CONSTRUCTION DETAILS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS8
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FOR01/12/22SITE PLAN REVIEWC-5.12
9
PATTERN DETAIL
8"
WOOD
1 STAMPED CONCRETE DETAIL
SCALE: N.T.S.
PLANKS
NOTES:
1. VARIETY OF PLANK LENGTHS TO BE USED.
2. 8" JOINTS TO BE RANDOMLY SPACED.
PATTERNPLANK LENGTHS: 8" X 24", 36", 48" 72" 96"
GROUT WIDTH: .23"
8"
96"
72"
48"
36"
24"
*NOTE: FOR ALL REFERENCES TO NYS DOT, SEE THE NYS DOT 2008 STANDARD SPECIFICATIONS
STAMPED CONCRETE FINISH
6 X 6 W2.9 X W2.9 WOVEN WIRE MESH
COMPACTED SUBGRADE TO 90% PROCTOR
NYS DOT ITEM 304-2.03 TYPE 2 GRAVEL SUBBASE
COMPACTED TO 95% STANDARD PROCTOR12
"
4"
4000PSI CONCRETE
MIRAFI 140N NON-WOVEN STABILIZATION FABRIC
SURFACE
CONCRETE
STAMPED
STAMPED CONCRETE WALKWAY SECTION
2 CURVED BENCH
SCALE: N.T.S.
NOTE: AS MANUFACTURED BY LANDSCAPE FORMS, STREET LIFE, OR
APPROVED EQUAL
3 PICNIC TABLE
SCALE: N.T.S.
NOTE: 'CHARLIE TABLE' AS MANUFACTURED BY LANDSCAPE FORMS,
OR APPROVED EQUAL
4 DARK SKY COMPLIANT BOLLARD DETAIL
SCALE: N.T.S.
NOTE: GARDCO PUREFORM LED BOLLARD PBL AS MANUFACTURED BY SIGNIFY
40' FRONT YA
R
D
S
E
T
A
B
A
C
K
F
R
O
M
C
.
L
.
M
A
I
N
S
T
R
E
E
T
5.00'18.00'5.00'18.00'HEAVY DUTY CONCRETE SIDEWALK, TYP.
JOINT BETWEEN EDGE OF ASPHALT PAVEMENT
AND NEW CONCRETE SIDEWALK
BEGIN TAPER
JOINTS AS REQ'D, MATCH EXISTING STYLE
EDGE OF EXISTING SIDEWALK, TYP.
RELOCATED TRAFFIC SIGN
EDGE OF EXISTING CONC. CURB, TYP.
DRIVEWAY ENTRANCE
EDGE OF NEW ASPHALT
DRIVEWAY
C-5.10
5
C-5.12
2
PROPOSED BU
I
L
D
I
N
G
FILL AREA WITH LIGHT DUTY CONCRETE
164°'
164°'
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
PROPOSED ASPHALT SURFACE
PROPOSED CONCRETE
SURFACE
SAVE DATE: 1/12/2022 4:45 PMFILE NAME: Z:\Projects\2021 Projects\21094 - FHB - Main Street Apartments\DWG\03 SHEETS\21094_C-5.12 NYSDOT PERMIT2.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############DRIVEWAY ENTRANCE PLAN9
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
01/12/2022
21094FHB MAIN STREET APARTMENTS78-80 MAIN STREET, QUEENSBURY, NYFOOTHILLS BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF A SURVEY MADE FOR FOOTHILLS
BUILDERS, LLC, TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK"
PREPARED BY RUSSEL E. HOWARD LICENSED LAND SURVEYING, DATED JULY 30, 2021.01/12/22SITE PLAN REVIEWC-5.13
2 DRIVEWAY ENTRANCE DETAIL
SCALE: N.T.S.
1.5
%
MA
X
.
1.5
%
MA
X
.
32'-0"
SEE DROP CURB
TRANSITION DETAIL
SAW CUT EXIST.
CONC. SIDEWALK
TIP-UP SECTION, TYP.
MAX. SLOPE 25%
(BOTH SIDES)
22'-0"
1.5
%
MA
X
.
NOTES:
1.DRIVEWAY ENTRANCE SHALL BE IN GENERAL CONFORMANCE WITH NYSDOT STANDARD SHEET 608-03 "TYPE 3
DRIVEWAY ENTRANCE".
2.SIDEWALK AND RIGHT-OF-WAY TO MATCH EXISTING DIMENSIONS AND STYLE.
3.ANY SIDEWALK WHICH CROSSES THE DRIVEWAY ENTRANCE SHALL HAVE A MIN. THICKNESS OF 6" AND INCLUDE
STEEL MESH REINFORCEMENT WITH 3" OF TOP COVER.
4.MAXIMUM DRIVEWAY SLOPE IS 6%.
5.MAXIMUM SIDEWALK SLOPE IS 1.5%.
6.DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI. LENGTH FOR TAPERING THE TIP-UP
SECTION BACK TO THE EDGE OF DRIVEWAY SHOULD BE 3 TO 4 TIMES THE LENGTH OF CURB DROP.
JOINTS AS REQ'D
MATCH EXISTING
STYLE
1" CURB REVEAL
(OPTIONAL)
EDGE OF PAVEMENT
SE
E
N
O
T
E
2
DIREC
TI
O
N
O
F
TRAV
E
L
L
MIN. SLOPE - 5%
MAX. SLOPE - 25%
OPTIONAL 1" CURB REVEAL
B/CURB, SEE TYPICAL CONC.
CURB DETAIL ON DWG C-5.10.
EDGE OF ROAD
OPTIONAL
LEVEL SECTION
JOINTS AS REQ'D
DRIVEWAY ENTRANCE
DROP CURB TRANSITION
CURB TRANSITION LENGTH (L)
SLOPE
HEIGHT 1:4 1:12 1: 20
0'-4"1'-4"4'-0"6'-8"
0'-6"2'-0"6'-0"0'-10"
1 DRIVEWAY ENTRANCE PLAN
SCALE: 1" = 5'
9
3 VEHICLE TRAFFIC FLOW PATH
SCALE: 1" = 20'