61 victor heights- lot 'r' flex bldg. · 2019. 1. 8. · s1notes es-1.erosion sedient...
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BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S000
61
V
IC
TO
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EIG
HT
S P
AR
KW
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VIC
TO
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Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
SR/CP
17.061NTS
4/6/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
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CO
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61 VICTOR HEIGHTS- LOT 'R' FLEX BLDG.VICTOR HEIGHTS PARKWAY - VICTOR, NY 14564
S000 COVER/ TITLE SHEETS100 OVERALL SITE PLANS101 UTILITY PLANS102 EROSION CONTROL/ DRAINAGE AND GRADING PLANS103 LIGHTING AND LANDSCAPING PLANS104 SITE DETAILSS105 SITE DETAILSS106 SITE DETAILSS107 NOTESES-1.0 EROSION & SEDIMENT CONTROL PLAN
A200 ELEVATIONSA201 RENDERINGS
ZONING INFORMATION:LOT:
ZONING: LIGHT INDUSTRIAL & ROUTE 96/251 CORRIDOR OVERLAYLOT SIZE: 162,386 SF
BUILDING COVERAGE ALLOWED (MAX): 40% (64,954 SF ALLOWED)GREEN SPACE REQUIRED (MIN): 35% (56,835 SF REQUIRED)
BUILDING COVERAGE PROPOSED: 15.8% (25,592)GREEN SPACE PROPOSED: 50.7% (82,332 SF)
SETBACKS: REQUIRED: PROPOSED:FRONT (EAST): 80' 120'-7"SIDE (NORTH): 30' 47'-3.5"SIDE (SOUTH): 30' 83'-4"REAR (WEST): 30' 151'-10"RES. BUFFER (WEST): 100' 151'-10"
GENERAL REQUIREMENTS:
BUILDING HEIGHT: REQUIRED (MAX): PROPOSED:35' 29'-0" (WORST CASE)
PARKING:- INDUSTRIAL USES:
- STORAGE AND WAREHOUSE = 1 / 3,000 SF OF GROSS FLOOR AREA- ALL OTHER INDUSTRIAL USES = 1 / 400 SF OF GROSS FLOOR AREA
- 25,000 SF / 400 = 63 REQUIRED SPACES- 3 ACCESSIBLE SPACES REQUIRED PER BUILDING CODE.
- NO PARKING SHALL BE WITHIN 80' OF RIGHT OF WAY.- PARKING/PAVED AREAS MAY BE WITHIN 5' OF SIDE OR REAR PROPERTY LINES IN COMMERCIAL DISTRICT.- PARKING/PAVED AREAS MAY BE WITHIN 10' OF SIDE OR REAR PROPERTY LINES IN LIGHT INDUSTRIAL.
LANDSCAPING:- LIGHT INDUSTRIAL ZONING REQUIRES A LANDSCAPED BUFFER BETWEEN EAST PROPERTY LINE AND ADJACENT RESIDENTIAL - 2 LOT THE FULL LENGTH OF THE COMMON LINE.- THE 100' RESIDENTIAL BUFFER SHALL BE PLANTED WITH TREES AND SHRUBS AT LEAST 6' IN HEIGHT.
- THE EXISTING LOT LINE CONTAINS FULLY MATURED TRESS WHICH WILL REMAIN ALONG THE PROPERTY LINE.
SCALE:LOCATION PLAN
NTS
ARCHITECT/ DESIGNER:MITCHELL DESIGN BUILD7607 COMMONS BLVD, VICTOR, NY 14564(585) 385-6800ARCHITECT: RICK MITCHELL
PROJECT MANAGER: SPENCER [email protected]
OWNER REP: FRANK DIFELICEEMAIL: [email protected]: (585) 924-4120
PROJECT CONTACTS:
DRAWING INDEX:
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
LOT 'R'
BUILDING DATA:BUILDING AREAS:- TOTAL BUILDING AREA = 25,592- BUILDING DESIGNED FOR UP TO SIX (6) TENANT SPACES OF +/- 4,265 SF EACH)
GENERAL BUILDING INFO:- PROPOSED BUILDING IS 1-STORY- PROPOSED BUILDING WILL BE FULLY SPRINKLERED
NUMBER OF EMPLOYEES:- UNKNOWN AS BUILDING IS A FLEX SPACE WITH NO UNDER CONTRACT TENANTS
GENERAL NOTE:ALL CONSTRUCTION SHALL COMPLY WITH THE TOWN OF VICTOR DESIGN &CONSTRUCTION STANDARDS.
NORTH
HYDRANT FLOW DATA:- EXISTING HYDRANT DATA AND WATER MAIN INFO OBTAINED FROM MCWA ON7/12/18 AND A HYDRANT FLOW REPORT DATED 7/30/15.
- WATER MAIN SERVICING AREA IS 8" DUCTILE IRON.
- CLOSEST HYDRANT IS HYDRANT #875 AND IS LOCATED ±53' DUE EAST OF THEPROPERTY LINE (FROM A POINT ±114' FROM THE SOUTHEAST PROPERTY CORNER).
- HYDRANT FLOW DATA FROM HYDRANT #872 WHICH IS LOCATED ±400' SOUTH OFPROPERTY.
FLOW NOZZLE: 2.5STATIC: 82 PSIRESIDUAL: 46 PSIQ OBSERVED: 1,067 GPMQ @ 20 PSI: 1,431 GPM
N/F51 VHP LLC.
T.M.# 15.01-1-3651 VICTOR HEIGHTS PARKWAY
L.1269 Pg.537LOT 1 (FM #18698)
N/FT-SPORT LLC.
T.M.# 15.01-1-35.371 VICTOR HEIGHTS PARKWAY
L.1058 Pg.989LOT R-3 (FM #22744)
N/FVHP LLC.
T.M.# 15.01-1-35.475 VICTOR HEIGHTS PARKWAY
L.1278 Pg.727LOT R-6A
N/FEAST AVE
MANAGEMENT II LLC.T.M.# 15.01-1-38
7554 N.Y.S. ROUTE 251L.1319 Pg.871LOT R-6A
T.M.# 15.01-1-35.161 VICTOR HEIGHTS PARKWAY
L.1278 Pg.723LOT R-7A (FM#29959)AREA: 162,386 Sqft.
3.728 Acres
N/FEAST AVE
MANAGEMENT II LLC.T.M.# 15.01-1-38
7554 N.Y.S. ROUTE 251L.1319 Pg.871LOT R-6A
18'-0"TYP.
HOLD 10'-0"
5'-0"
5'-4"
50'-0" 250'-0"
16'-0"
55'-6"47'-5"
12'-212"
4'-0"
18'-0"4'-0"
26'-0"
48'-0"
46'-0"
8'-4" HIGH SPLITFACE CMU DUMPSTERENCLOSURE W/ CHAIN LINK GATE W/PRIVACY SLATS & 6" CONC. SLAB
34'-6" 30'-6"
30'-0"SETBACK
30'-0"SETBACK
100'-0"RESIDENTIAL BUFFER
80'-0"SETBACK
30'-0"SETBACK
30'-0"SETBACK
100'-0"RESIDENTIAL BUFFER
13'-1014" 12'-0"
30'-0"
PROPOSED BUILDINGNEW PRE-ENGINEERED METAL BUILDING
1 STORY100' x 250' (PLUS DOCKS)
25,592 SF
5' CONCRETE SIDEWAKWITH INTEGRAL 6" CURB
OPEN GRATE METALSTAIRS (TYP. OF 5)
R7'-9"
R25'-0"
R7'-9"
NEW GREEN SPACEFLUSH W/ CONCRETEAND ASPHALT
NEW GREEN SPACEFLUSH W/ ASPHALT
DEMOLISH EXISTING GRAVELDRIVE TO ALLOW FOR NEWASPHALT ENTRANCE DRIVE
28
5
11'-4"TYP.
24
R25'-0"
18" THICK CONCRETESLAB (TYP. OF 5)
5'-6"
2'-0"
12'-0"
R6'-0"
R12'-0"
R6'-0"
26'-0"
9'-0"TYP.
R7'-9"R7'-9"
151'-10"
101'-10"
83'-4"
120'-7"
14'-0"
11'-4"
30'-0"
8'-0"
EXISTING ASPHALT
EXISTING STONE LOOPROAD TO REMAIN
TRANSITION NEW ASPHALTINTO EXISTING CURB CUT
R3'-0"
R6'-0"
R12'-0"
R6'-0"
ACCESS ROAD TO ADJACENTPROPERTY (TO REMAIN)
R75'-0"R10'-0"
R10'-0"
10'-0"
161'-1"
11'-0"
9'-10"
10'-0"91'-83
4"
156'-8"
257'-6"
R30'-0"
R50'-0"
R50'-0"
DEMOLISH EXISTING GRAVELDRIVE TO ALLOW FOR NEWASPHALT ENTRANCE DRIVE
TRUCK MANEUVERINGFOR WB-67
TRUCK MANEUVERINGFOR WB-67
100'-0"
16'-0"
(2) 6" CONC. FILLEDPIPE BOLLARDS
(2) 6" CONC. FILLEDPIPE BOLLARDS
R25'-0"
ACCESSIBLE CURBRAMP (SEE DETAILS)
ACCESSIBLE PARKING SIGN(SEE DETAILS)(TYP. OF 3)
5'X5' CONC. STOOP
5'X5' CONC. STOOP
6
47'-312"
NEW KNOX BOX - VERIFY EXACTLOCATION WITH TOWN FIRE MARSHAL
+/- 11'-4"+/- 10'-6"
SNOW STORAGE
SNOWSTORAGE
SNOWSTORAGE
SNOW STORAGE
SNOW STORAGE SNOW STORAGE
10'-0"
10'-0"
APPROXIMATE LOCATION OFNYS WETLAND CHECKZONE
(WETLAND LOCATED ONSOUTH SIDE OF ROUTE 251 -
APPROXIMATELY 650' SOUTH)
GREEN SPACE
HEAVY DUTY ASPHALT
CONCRETE
LIGHT DUTY ASPHALT
CRUSHED STONE
NORTH
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BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S100
61
V
IC
TO
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EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.0611"=20'
4/6/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
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LE
X B
LD
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SIT
E P
LA
N
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
LEGEND:
UTILITY ROOM(SPRINKLER RISERS)
EXISTING 8"WATER MAIN
EXISTING 2"GAS MAIN
NEW GAS SERVICE,EXACT LOCATION TO BE
DETERMINED BY RG&E
PROPOSED 6" DIP CL-52 CMB
SERVICE 180' (PRIVATE)
385' -- 12" HDPE @ .67%
120' -- 12" HDPE @ .2% 135' -- 12" HDPE @ .2%
362' -- 12" HDPE @ .66%
PROPOSED DOWNSPOUTCONNECTION (TYP OF 6)
ELECTRIC METER BANK(UP TO 7)
94' -
- 6" PER
F @
.10
%
131' -
- 6" HD
PE @
.43%
55' -
- 18"
HDPE
@ 9%
CONNECT TO EXISTINGINLET MANHOLE
CB-01
TOG=586.6
(W) INV=580.60 (12")
(S) INV=583.35 (6")
2'x2' INLET M.H.
8" END SECTIONINV = 585.5
OUTLET INVERT = 587.50
GAS METER BANK(UP TO (6)
PRIVATE SDR-21
122' PVC
FIELD LOCATE WATER LINEAND CONNECT AT CLOSER
POINT IF POSSIBLE
REPUTED SANITARY SEWER IN THIS AREA -INVESTIGATE AND FIELD LOCATE PIPE AND
VERIFY IF SUITABLE TO USE - IF NOT SUITABLE,CONNECT TO SEWER AT NORTHEAST CORNER
NEW 4" SANITARY LATERAL
EXISTING FIREHYDRANT LOCATED
50' DUE EAST OFTHIS LOCATION
15" END SECTIONINV=584.50
308' -- 15" HDPE @ .30%
FFE = 591.5
SWALE
LONG SLOPE = ±0.9%
1.5:1 (H:V) SIDE SLOPES
MIN. DEPTH = 0.5-FT
INFILTRATION BASIN
TOP OF BERM=588.00
BOTTOM = 583.00
FORBAY
TOP = 588.00
BOTTOM = 583.00
OUTFLOW
STRUCTURE
TOG=586.60
3" INV=584.5
12" INV=583.00
2'x2' C.B.
36' -
- 8"
HD
PE @
.50
%
6" INVERT = 584.00(W/ WATER-TIGHT ENDCAP AND CLEAN OUT)
PLUNGE POOL
TOP = 587.00
BOTTOM = 585.00
BIO RETENTION FACILITY
INFL. ELEV = 587.00
TOP = 588.50
EXISTING CB
TOG=+/-574.72 (V.I.F.)
(N) INV=567.72
(S) INV=567.92
(W) INV=571.50 (NEW)
TERMINATION OF SANITARY SEWER LATERALUNKNOWN, CONTRACTOR TO PROCEED CAUTIOUSLYAND NOTIFY OWNER/ ENGINEER OF ANY POTENTIAL
CONFLICTS WITH PROPOSED STORM SEWER SYSTEM
6" INV=583.91(W/ CLEAN OUT)
12" END SECTIONINV=587.50
5'-6"
PROPOSED 6" DIP CL-52 TO
HYDRANT 280' (PRIVATE)
PROPOSED NEW HYDRANT(TO BE PAINTED RED)
NEW UNDERGROUNDELECTRIC SERVICE, EXACT
LOCATION TBD BY RG&E
FDC LOCATION (5" SEXLESSCOUPLING ON 30 TURNDOWN ELBOW)
PROVIDE REFLECTIVE SNOW MARKERATTACHED WITH BONNET BOLT
12" END SECTIONINV=585.00
DB-02
TOG=590.25
INV=588.25
2'x2' INLET
DB-01
TOG=590.25
INV=588.00
2'x2' INLET
NORTH
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BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S101
61
V
IC
TO
R H
EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.0611"=20'
4/6/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
LE
X B
LD
G
UT
ILIT
Y P
LA
N
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
591.5
591.5
591.5
587.5 587.5 587.5 587.5
591.25
591.42
594.5
590.75
591.25
590.75
591.25
590.75
590.75
591.5
591.25
590.75
590.75
591.5
591.25
590.75 590.75
590.25 590.25590.35 590.35
SILT FENCE (SHOWNIN RED) SEE DETAIL
SILT FENCE(SEE DETAIL)
PLUNGE POOL
RIP-RAP BOTTOM & SIDES
TOP = 587.00
2.5:1 (H:V) SIDE SLOPES
BOTTOM AREA/ ELEV = 86 SF / 585.00
MIN. VOL. = 280 CF
BIORETENTION FACILITY
(SEE DETAIL)
TOP = 588.50
3:1 (H:V) SIDE SLOPES
INFIL. AREA/ ELEV = 2,310 SF / 587.00
+/- 6.5' BERM
ELEV = 590.00
1.5:1 (H:V) SIDE SLOPES
(SEE EROSION AND SEDIMENT
CONTROL NOTES, NOTE #13)
SWALE
LONG SLOPE= +/- 0.9%
1.5:1 (H:V) SIDE SLOPES
MIN DEPTH= 0.5'
FOREBAY
(SEE INFILTRATION BASIN DETAIL)
TOP = 588.00
3:1 (H:V) SIDE SLOPES
BOTTOM AREA/ ELEV = 745 SF / 583.00
INFILTRATION BASIN
(SEE DETAIL)
TOP = 588.00
3:1 (H:V) SIDE SLOPES
INFILTRATION SURFACE
AREA/ ELEV = 3,165 SF / 583.00
10' RIP RAP SPILLWAY
ELEV=584.50
10' WIDE BERM
2:1 (H:V) SIDE SLOPES TO ELEV 589.00
(SEE EROSION AND SEDIMENT
CONTROL NOTES, NOTE #13
LIMITS OF DISTURBANCE(3.5 ACRES) (GREEN DASHED LINE)
10' BERM
ELEV = 589.00
10' RIP RAP SPILLWAY
ELEV = 588.00
OUTLET STRUCTURE
(SEE DETAIL)
TG = 586.60 (24" SQ. INLET GRATE)
3" INV. IN = 584.50
12" INV. OUT = 583.00
FF = 591.5
5
9
1
591
590
5
9
1
5
9
0
5
8
9
587
587
5
9
1
591
589
588
587
5
8
6
585
584
583
5
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5
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5
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9
5
8
8
587
586
588
589
587
5
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6
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589
588
6
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5
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5
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5
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594
5
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5
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596
595
597
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584
583
586
585
588
587
590
589
598
599
590
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587
RIP RAP
RIP RAP
NORTH
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BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S102
61
V
IC
TO
R H
EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.0611"=20'
4/6/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
LE
X B
LD
G
ER
OS
IO
N C
ON
TR
OL/ D
RA
IN
AG
E/ G
RA
DIN
G P
LA
N
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:FIXTURE TYPE QUANTITY DFU TOTAL DFU
4 246
WATER CLOSET 12 484
LAVATORY 12 1 12
SERVICE SINK 6
DRINKING FOUNTAIN 6 3
6 2KITCHEN SINK
* NOTE: PROPOSED BUILDING DOES NOT CURRENTLY HAVE ANYPROPOSED TENANTS AND THEREFORE ALL VALUES LISTEN HEREIN AREESTIMATED AND ARE SUBJECT TO CHANGE ONCE TENANTS AREESTABLISHED. PROPOSED BUILDING IS FOR UP TO SIX (6) INDIVIDUALTENANTS SO ESTIMATIONS OF FLOW ARE BASED ON SUCH.
SANITARY SEWER FLOW*
12
111
46
GRAND TOTAL DFU
GRAND TOTAL CONVERTED TO GPM
URINAL
0.5
2 12
PROPOSED BUILDINGNEW PRE-ENGINEERED METAL BUILDING
1 STORY100' x 250' (PLUS DOCKS)
25,592 SF
RB1
RB1
RB1
RB1
RM1
RM1
RM1
RB1
PX36
WP-1 WP-1 WP-1 WP-1 WP-1 WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-1
WP-2
WP-2
WP-2
WP-2
WP-2
WP-2 WP-2
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
.50
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.05.05.0
5.0
5.0
5.0
IV2
BW6
IV2
BW6
JC8
DD15
BW8
IV2
DD15
BW14
DD15
IV4
DD15
BW8
IV2
DD15
BW14
DD15
IV4
LANDSCAPED AREAS ADJACENTTO BUILDING TO BE MULCHED
WITH ROUND STONE MULCH
LANDSCAPED AREAS ADJACENTTO BUILDING TO BE MULCHED
WITH ROUND STONE MULCH
LANDSCAPED AREAS ADJACENTTO BUILDING TO BE MULCHEDWITH ROUND STONE MULCH
PX36
MULCH WITH ROUND STONE MULCH MULCH WITH ROUND STONE MULCH
JC4
RB2
SS1
PLANTINGS TO BE LOCATEDWITHIN BERM AREA - SEE S102
EXISTING BRUSH TO BEREMOVED DUE TO REGRADING
SS20
BOTTOM OF POND ANDFOREBAY TO BE PLANTED
WITH RAIN GARDEN SEEDMIX (UP TO AQUATIC BENCH)
BOTTOM OF BIO RETENTIONTO BE PLANTED WITH RAINGARDEN SEED MIX (UP TO
AQUATIC BENCH)
NORTH
REVISIONS:
DR
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BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S103
61
V
IC
TO
R H
EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.0611"=20'
4/6/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
LE
X B
LD
G
LIG
HT
IN
G A
ND
LA
ND
SC
AP
IN
G P
LA
N
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
FIXTURE MODEL FIXTURE USELUMENS
.90
AVE
8.74
MAX
LIGHT LEVELS (FC)
FIXTURE INFORMATION
0.00
MIN
N/A*
MAX/MIN
N/A*
AVE/MIN
* RATIOS NOT APPLICABLE DUE TO MINIMUM FOOT CANDLESON SITE BEING ZERO
KEY
WP-1 RAB LIGHTING WPLED-3T-78-N-PCS2WP-2
8,9417,615
WALL MOUNTWALL MOUNT
NOTES QUANTITY
712
RAB LIGHTING WPLED-4T-78-N-PCS2
LIGHTING NOTES:
1. LIGHT LEVELS ARE LISTED IN FOOT CANDLES (Fc)2. LIGHT LEVELS SHOWN ARE .25, .50, 1.0, 5.0 & 10.0 (NOTE
10.0 DOES NOT SHOWN UP AS THE MAXIMUM LEVEL IS 8.74).
LANDSCAPING NOTES:
1) CONTRACTOR SHALL LOCATE & VERIFY THE UTILITIESPRIOR TO STARTING LANDSCAPE WORK2) PROVIDE JUTE MESH ON STEEP SLOPE AREAS3) STAKE TREES IMMEDIATELY AFTER PLANTING4) ALL TREES SHALL BE WATERED THOROUGHLY AFTER PLANTING5) ALL DISTURBED AREAS TO BE SEEDED AS SOON AS POSSIBLE6) LAWN SEED MIXTURE TO BE USED IN ALL LOCATIONS UNLESSNOTED OTHERWISE7) LAWN FERTILIZER SHALL BE 5:10:10 COMMERCIAL FERTILIZERAPPLY AT A RATE OF 25 LB/1000 S.F.MULCH WITH STRAW AT A RATE OF 4000 LB/ACRE
SCALE:PLANT LEGEND
BOTANICAL NAME COMMON NAME QUANTITY SIZE ROOT
ITEA VIRGINICA 'SPRICH' DWARF VIRGINIA SWEETSPIRE24" HGT. 2 GAL12
XX (PLANT SPECIES KEY)(PLANT SPECIES QUANTITY)
BUXUS MICROPHYLLA WINTER GEM BOXWOOD 56 3 GAL24" HGT.
JUNIPERUS CHINENSIS SPEARMINT JUNIPER 8 5' HGT. B&B'SPEARMINT'
'LITTLE HENRY'
KEY
BW
IV
JC
12% Virginia Wild Rye5% New England Aster
6% Soft Rush9% Blur Vervain
11% Fowl Bluegrass
13% Fox Sedge
5% Golden Alexanders
4% Black Eyed Susan
4% Bottlebrush Grass
4% Common Sneezeweed
4% Zigzag Aster3% Flat Topped White Aster
3% Ticklegrass (Rough Bentgrass)
3% Square Stemmed Monkey Flower
(RGM) SEED LIST NO.1: Ernst Rain Garden Seed Mix: ERNMX-180 (APPLY AT A RATE OF 1/2 ILB. PER 1,000 S.F. = 8 ILBS.)
3% Tall White Beard Tongue
2% Showy Tick Trefoil2% Wild Bergamot2% Swamp Milkweed2% Rough Avens1% Ditch Stonecrop1% Turtlehead
CERCIS CANADNSIS RED BUD 4 B&BRB
AMELANCHIER ARBOREA DOWNY SERVICEBERRY 0 B&BDS1-1/2" - 2"CALIPER
90 12" HGT.DD HEMEROCALLIS 'DOUBLE GOLD' 'DOUBLE GOLD' DAYLILY
1-1/2" - 2"CALIPER
3RM ACER RUBRUM RED MAPLE B&B3" - 4"
CALIPER
72PX PHLOX SUBULATA MOSS PHLOX 1 GAL
2RB BETULA NIGRA RIVER BIRCH B&B2" - 2-1/2"CALIPER
21SS PICEA OMORIKA SERBIAN SPRUCE B&B6'-7'HGT.
* ALL LIGHT FIXTURES TO BE MOUNTED WITH ZERO DEGREES OF TILT ANGLE.
MIN 3" MULCH
FOLD DOWN 1/3 OF BURLAP-REMOVEIF NON BIODEGRADABLE
COMPACT SUBSOIL TO FORMPEDESTAL & PREVENT SETTLING
6" DIA. SOIL SAUCER AROUND TREE W/ TOPSOIL
LOCATE ANCHOR MIN 18" AWAY FROM TRUNKON PREVAILING WIND SIDE-DO NOT DAMAGE ROOTS
FASTEN TRUNK TO STAKE W/ RUBBER HOSE
GROUND LINE TO BE SAME AS EXISTED INNURSERY OR PREVIOUS GRADE
DECIDUOUS TREE - PRUNE 1/3 OF CROWNBY THINNING BRANCHES - DO NOT CUT LEADER
PREPARED PLANTING SOIL
TYPICAL SHRUB
6" MIN
EQUAL TOTWICE BALL DIA.
12" MINEQUAL
TO TWICEBALL DIA.
6" FOR PLANTS UPTO 4' HIGH MIN 8"
FOR PLANTS OVER 4' HIGH
NOTE:1) SEE LANDSCAPE PLAN & PLANTING SCHEDULE FOR EXACT TYPE & QUANTITY OF PLANTINGS.
SAND BED BELOW ANABOVE CONDUIT.
UTILITY CHASE/CONDUIT
BACKFILL EARTH
UNDISTURBED EARTH
GRADE
CAUTION TAPE BURIED 12"ABOVE WORK
1'-0"(MIN)
2'-0"(MIN)
GRADE
H-20 LOADING FRAME & GRATESEE PAVINGSPECS/DETAILS
BACKFILL TRENCHWITH GRANULARENGINEERED FILL
12" CPP
NON-SHRINK GROUT
4" (MIN.)
6"
EXCAVATED AREA (AS REQUIRED)
6"(MIN.)
FLOW
SEDIMENT CONTROL DETAIL DURING CONSTRUCTION
NOTES:
1. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN2. MONITOR SEDIMENT BUILD-UP AND CLEAN TRAP WHEN 50% FULL.3. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, FILL AND STABILIZE
EXCAVATION TO FINAL GRADE.
2'-0" SQ.
DEPTH V
AR
IES
FINAL GRADE SEDIMENT TRAP
TEMPORARYGRADE DURINGCONSTRUCTION
SILT FENCE (SEE SILTFENCE DETAIL)
PLACE PIPE IN BED OFSAND OR OTHERGRANULAR ENGINEEREDFILL WITH A MIN. OF 6" OFCOVER ON ALL SIDES
PIPE (SEE PLANS)
BACKFILL TRENCH WITHGRANULAR ENGINEERED FILL
UNDISTURBED EARTH
GRADE
SEE PAVING SPECS/DETAILS
12" OF COVER MIN.
4" (MIN.)
FILTER FABRIC REQUIRED IFINDIGENOUS SOILS CONTAIN
FINES THAT WOULDNEGATIVELY AFFECT
BEDDING MATERIAL ORPIPE PERFORMANCE.
1'-0"
45°
Ø6"
1'-0"
3" Ø6"
1'-0"
3" Ø6"4'-0
"3'-0
"1'-0
"
SCHED
ULE 4
0 S
TEEL
PO
ST F
ILLED
WIT
H 2
50
0 P
SI CO
NCR
ETE
6" DIA.
6"
DOME FINISH TOPOF CONCRETE
POST SET IN 2500PSI CONCRETE
6" CRUSHER RUN
NOTE:PROVIDE TACK COATBETWEEN ANY NEW ANDEXISTING PAVING
3" BINDER
1" ASPHALT TOP
5'-0"(MIN.)
7'-0"(MAX.)
1'-6"
1'-0"
1'-6"(MIN.)
5'-0"(MIN.)
7'-0"(MAX.)
1'-6"
1'-0"
USE SIGN GRAPHICWITH DIRECTIONALARROW IF REQUIRED
1'-6"(MIN.)
NOTE:PROVIDE TACK COATBETWEEN ANY NEW ANDEXISTING PAVING
6" CRUSHER RUN #1
2 12" BINDER
1 12" ASPHALT TOP
6" CRUSHER RUN #2
REVISIONS:
DR
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IN
G T
IT
LE
:
PR
OJE
CT
T
IT
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:
SHEET:
IT
IS
A
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ON
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N
BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S104
61
V
IC
TO
R H
EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.061AS NOTED
5/18/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
LE
X B
LD
G
SIT
E D
ET
AILS
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
SCALE:TYPICAL PLANTING DETAIL
1/4" = 1'-0"1
SCALE:UTILITY TRENCH DETAIL
1" = 1'-0"2
SCALE:TYPICAL UNDERGROUND PIPING DETAIL
1" = 1'-0"3
SCALE:DRAINAGE DTRUCTURE DETAIL
1" = 1'-0"4
SCALE:BOLLARD AT INSIDE JAMB
3/4" = 1'-0"7
SCALE:BOLLARD SECTION
1/2" = 1'-0"10
SCALE:BOLLARD AT CORNER OF BUILDING
3/4" = 1'-0"6
SCALE:BOLLARD AT OUTSIDE JAMB
3/4" = 1'-0"5
SCALE:HEAVY DUTY PAVING DETAIL
1" = 1'-0"8
SCALE:'NO PARKING' AND 'RESERVED PARKING' SIGNS
1/2" = 1'-0"11
SCALE:LIGHT DUTY PAVING DETAIL
1" = 1'-0"9
3) ALL EXPOSED CONCRETE TO RECEIVE 2 COATS OF A COMBINATION CURING COMPOUND-SEALER SUCH AS "ACCUSEAL" OR "POLYCLEAR" OR APPROVED EQUAL
5'-0" (TYPICAL)
6"
1) SURFACE TO BE SCORED, OR SAW CUT, 1" MIN DEPTH EVERY 5'
2) ALL EXPOSED CONCRETE SURFACE TO BE BROOM FINISHED
1'-2"
1:48 SLOPE (MAX.)
FINISH GRADE
5" MIN. THICKNESS 4000 PSICONCRETE W/ 6X6 WWF
SEE TYP. ASPHALTPAVING DETAIL
5" MIN. #2 CRUSHER RUN
UNDISTURBED SOIL
6"
#4 CONT. ea EDGE
8"
1"
1'-8"
9"
6'-6" CURB
1:12 RAMP
5" MIN. #2 CRUSHERRUN
UNDISTURBED SOIL
5" MIN. THICKNESS4000 PSI CONCRETEW/ 6X6 WWF
ASPHALT (SEE DETAILS)
4'-0" 1:10 MAX. SLOPE1:10 MAX. SLOPE
6" CURB
TOP OF SIDEWALK
PAVEMENT SURFACE
6'-0
"4'-0
"1'-4
"
11'-4"
2'-0" 10'-0" 2'-0"
14'-0"
5'-0" 4'-0" 5'-0"
CONCRETE FOOTER BELOW
6" CONC FILLED PIPEBOLLARDS (TYP OF 6)
8" CMU
DUMPSTER
7'-0
"
14'-0"
2'-0"10'-0"2'-0"
CHAIN LINK GATES WITH PRIVACY SLATSGRAY SPLIT-FACE CMU
4" CMU CAP
3'-4"
1'-0
"
11'-4"
1'-4"
4'-0"
7'-0
"
6'-0"
CHAIN LINK GATE WITHPRIVACY SLATS
GRAY SPLIT-FACE CMU
4" CMU CAP
3'-4"
1'-0
"
NORTH
REVISIONS:
DR
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IN
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LE
:
PR
OJE
CT
T
IT
LE
:
SHEET:
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IS
A
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CT
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N
BUILDING O
N A
FOUNDATION O
F A
RCHITECTURE
7607
Com
mons Blvd. Victor, NY
1456
4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
DRAWN BY:
PROJECT:
S105
61
V
IC
TO
R H
EIG
HT
S P
AR
KW
AY
VIC
TO
R, N
Y 1
45
64
5/22/18 (PB SUBMISSION)
6/20/18 (PB COMMENTS &
STORMWATER CHANGES)
8/3/18 (PB REVISIONS)
CP
17.061AS NOTED
5/18/18
VIC
TO
R H
EIG
HT
S - LO
T 'R
' F
LE
X B
LD
G
SIT
E D
ET
AILS
TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
SCALE:CURBED CONCRETE SIDEWALK SECTION
1" = 1'-0"13
SCALE:SIDEWALK CURB RAMP SECTION
3/4" = 1'-0"16
SCALE:SIDEWALK CURB RAMP ELEVATION
3/4" = 1'-0"18
SCALE:SILT FENCE DETAIL
1" = 1'-0"14
SCALE:DUMPSTER ENCLOSURE PLAN
1/4" = 1'-0"12
SCALE:DUMPSTER ENCLOSURE EAST ELEVATION
1/4" = 1'-0"15
SCALE:DUMPSTER ENCLOSURE SOUTH ELEVATION
1/4" = 1'-0"17
SCALE:CHECK DAM DETAIL
1" = 1'-0"18A
FINISH GRADE 3:1 (h:v) SLOPE
ACROSS PIPE OPENING
6" - #2 STONE LEVEL PAD
(TYP.)
TRASH RACK
FINISHED GRADE 3:1 (h:v)
SLOPE
STORM CLEANOUT IN PERVIOUS AREAS
MAX. PONDING/
OVERFLOW ELEV.
3" AVG. PONDING HEIGHT
(6" MAX. PONDING HEIGHT)
bio-retention area seeding spec (Northeast Wetland Grass Seed Mix):
Seed Mixture Variety Percent by No. of Seeds
Creeping Bentgrass Agrostis stolonifera 63.0
Rough Bluegrass Poa trivialis 17.0
Meadow Foxtail Alopecurus arundinaceus 11.0
Annual Ryegrass Lolium multiflorum 4.5
Deertongue Panicum clandestinum 4.5
SUBGRADE
OR EX. SOIL
HYDROSEED
30" MIN. PLANTING
SOIL DEPTH
FILTER FABRIC
6" PERFORATED HDPE
UNDERDRAIN IN 8"
DRAINAGE GRAVEL
JACKET
PLANTING SOIL BED
DRAINAGE GRAVEL
6" PERFORATED
HDPE @ 0.1% MIN.
3H
1V
NOTES:
1. FILTER FABRIC TO BE NON-WOVEN CLASS 'C',
MIRAFI 180-N OR APPROVED EQUIVALENT
2. MULCH TO BE SHREDDED HARDWOOD, AGED 12
MONTHS MIN.
3. DRAINAGE GRAVEL TO MEET AASHTO M-43.
NO.67, SIZE 0.25" TO 0.75"
4. CONTRACTOR TO PROVIDE PLANTING SOIL
SUBMITTAL SPECIFICATION FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
NOTE: PLANTING SOIL SHALL BE LOAM/SAND MIX CONTAINING A MINIMUM OF
35 TO 60% SAND BY VOLUME AND LESS THAN 25% CLAY. SOIL SHOULD FALL
WITHIN USCS TYPES SM OR ML WITH PERMEABILITY OF AT LEAST 1.0 FEET PER
DAY. SOIL SHOULD BE FREE FROM STONES, STUMPS, ROOTS OR OTHER
WOODY MATERIAL OVER 1" IN DIAMETER. PLACEMENT OF THE PLANTING
SOIL SHOULD BE IN LIFTS OF 12" TO 18", LOOSELY COMPACTED.
CHARACTERISTICS SHALL BE:
PH RANGE: 5.2 - 7.00, ORGANIC MATTER: 1.5 - 4.0%' MAGNESIUM: 35 LBS PER
ACRE MIN.' PHOSPHORUS: 75 LBS PER ACRE MIN.' POTASSIUM: 85 LBS PER
ACRE MIN'. SOLUBLE SALTS: 500 PPM' CLAY: 10 TO 25%' SILT: 30 TO 55%'
SAND: 35 TO 60%'
EDGE OF
PAVEMENT
INFILTRATION POND & FOREBAY DETAIL
CAPACITY
The washout facility should be sized to contain solids, wash water, and rainfall and sized to allow for the evaporation of the wash water and rainfall. Wash water
shall be estimated at 7 gallons per chute and 50 gallons per hopper of the 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 a gravel access road sloped down to the structure. Signs shall be placed to
direct drivers to the facility after their load is discharged.
MAINTENANCE
All concrete washout facilities shall be inspected daily. Damaged or leaking facilities shall be deactivated and repaired or replaced immediately. Excess
rainwater that has accumulated over hardened concrete should be pumped to a stabilized area, such as a grass filter strip. Accumulated hardened material
shall be removed when 75% of the 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. 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
STRAW BALE
STRAW BALE
(TYP)
10 mil PLASTIC LINING
VARIES
10' MINIMUM
BINDER WIRE
NATIVE MATERIAL
(OPTIONAL)
STAPLES
(2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLAN
NOT TO SCALE
TYPE "ABOVE GRADE" WITH STRAW BALES
2"
8"
1.12" DIA
STEEL WIRE
STAPLE
DETAIL
VARIES
10' MINIMUM
AA
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SANDBAG
BERM
BERM
3'
LATH AND
FLAGGING ON
3 SIDES
PLAN
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SANDBAG
TYPE "BELOW GRADE"
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF
THE WORK AND DISPOSED OF OR RECYCLED.
3. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
CONCRETE WASHOUT DETAIL
TYPE OF SOIL
DISTURBANCE
MINIMAL SOIL
DISTURBANCE
AREAS WHERE TOPSOIL IS
STRIPPED ONLY - NO
CHANGE IN GRADE
AREAS OF CUT OR FILL
HEAVY TRAFFIC AREAS
(ESPECIALLY 5-25FT
AROUND BLDG BUT NOT
WITHIN A 5 FT PERIMETER
OF FOUNDATION WALLS
AREAS WHERE
INFILTRATION PRACTICES
ARE APPLIED
REDEVELOPMENT
PROJECTS
RESTORATION REQUIREMENTS
NOT REQUIRED
HSG A&B: APPLY 6" OF TOPSOIL
HSG C&D: AERATE AND APPLY 6"
OF TOPSOIL
HSG A&B: AERATE & APPLY 6" OF
TOPSOIL
HSG C&D: APPLY FULL SOIL
RESTORATION
APPLY FULL SOIL RESTORATION
(DECOMPACTION & COMPOST
ENHANCEMENT)
RESTORE SOIL AS REQUIRED
REQUIRED IN AREAS WHERE
EXIST. IMPERVIOUS AREA WILL BE
CONVERTED TO PERVIOUS
AREAS.
COMMENTS
CLEARING & GRUBBING
PROTECT AREA FROM ANY
ONGOING CONSTRUCTION
ACTIVITIES.
KEEP CONSTRUCTION
EQUIPMENT FROM CROSSING
THESE AREAS. TO PROTECT
NEWLY INSTALLED PRACTICE
FROM ANY ONGOING
CONSTRUCTION ACTIVITIES
CONSTRUCT A SINGLE PHASE
OPERATION FENCE AREA.
SOIL RESTORATION REQUIREMENTS
REVISIONS:
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6/20/18 (PB COMMENTS &
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8/3/18 (PB REVISIONS)
CP
17.061AS NOTED
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SITE PLAN:
SCALE:POND OUTLET STRUCTURE DETAIL
NTS19
SCALE:STORM CLEANOUT IN PERVIOUS AREAS
NTS20
SCALE:BIORETENTION AREA SECTION
NTS21
SCALE:INFILTRATION POND & FOREBAY DETAIL
NTS22
SCALE:SILT SACK DETAIL
NTS25
SCALE:STABILIZED CONSTRUCTION ENTRANCE DETAIL
NTS24
SCALE:CONCRETE WASHOUT DETAIL
NTS23
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4 5
85-3
85-6
800
mitchelldesignbuild.com
DATE:
SCALE:
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PROJECT:
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6/20/18 (PB COMMENTS &
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8/3/18 (PB REVISIONS)
CP
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6/15/18
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TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN:
EROSION & SEDIMENT CONTROL NOTES
1. LIMITS OF DISTURBANCE SHOWN IS 3.50 ACRES CALCULATED AS THE AREA WITHIN THE
LIMITS OF DISTURBANCE LINE. TOTAL SITE DISTURBANCE IS TO BE KEPT WITHIN THE
LIMITS OF DISTURBANCE SHOWN.
2. NO EARTH DISTURBING ACTIVITIES ARE TO COMMENCE UNTIL COVERAGE UNDER THE
NYSDEC GENERAL PERMIT GP-0-15-002 IS OBTAINED. ANY CHANGES TO DISTURBANCE
AREA WILL REQUIRE AN UPDATE TO THE PERMIT. DISTURBANCE IS NEVER TO EXCEED
FIVE (5) ACRES AT A TIME.
3. INSTALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED WITHIN THE WORKING
AREA TO PREVENT SEDIMENT MIGRATION. ALL EROSION CONTROL DEVICES SHALL BE
INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED AND MANUFACTURERS
SPECIFICATIONS.
4. ALL EROSION CONTROL DEVICES SHALL BE REPLACED WHEREVER THEY BECOME
INOPERABLE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF
TEMPORARY SEDIMENTATION CONTROLS. TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES SHALL NOT BE REMOVED UNTIL PERMISSION IS RECEIVED FROM THE
OWNER AND THE TOWN OF VICTOR.
6. THE CONTRACTOR MUST CONTROL DUST DURING CONSTRUCTION, DURING
EARTHWORK OPERATIONS, WATER-SPREADING EQUIPMENT SHALL BE PROVIDED BY
THE CONTRACTOR, AND WATER SPREAD AS NECESSARY AND AS DIRECTED IN ORDER
TO CONTROL DUST.
7. DIRT OR DEBRIS LEFT ON LOCAL PUBLIC ROADS AS A RESULT OF THIS CONSTRUCTION
PROJECT SHALL BE REMOVED AND ROAD SURFACES CLEANED BY THE CONTRACTORS
ON A DAILY BASIS, OR MORE FREQUENTLY IF DEEMED NECESSARY.
8. ALL DISTURBED AREAS (EXCEPT AREAS TO BE PAVED OR BUILT UPON) SHALL BE
TOPSOILED TO A MINIMUM OF 4" DEPTH AND SEEDED IMMEDIATELY AFTER FINE
GRADING TAKES PLACE AND AS SOON AS PHYSICALLY POSSIBLE.
9. THE CONTRACTOR IS RESPONSIBLY FOR THE MAINTENANCE OF DOWNSTREAM STORM
SEWERS AND DETENTION SYSTEMS. SILT BUILD-UP FOUND TO BE A RESULT OF THIS
SITE CONSTRUCTION WORK SHALL BE REMOVED FROM DOWNSTREAM PIPES OR
DETENTION STRUCTURES, BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
OWNER.
10. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES AND MATERIALS SHALL BE IN
PLACE PRIOR TO BEGINNING EARTHWORK OPERATIONS AND SHALL BE MAINTAINED
UNTIL THE ALL GRADING WORKS ARE COMPLETE.
11. PROVIDE TEMPORARY STABILIZATION OF ALL ONSITE SOILS THAT ARE SCHEDULED TO
BE IDLE (NOT ACTIVELY DISTURBED) WITHIN 24 HOURS PER THE FOLLOWING SCHEDULE:
-WHEN LESS THAN 5-ACRES ARE DISTURBED: FOURTEEN (14) DAYS
-WHEN GREATER THAN 5-ACRES ARE DISTURBED: SEVEN (7) DAYS.
12. ALL ONSITE SOILS ARE HSG=B.
13. EROSION CONTROL BLANKET (AMERICAN EXCELSIOR PREMIER DOUBLE NET STRAW,
OR EQUAL, INSTALLED PER MANUFACTURER'S SPECIFICATIONS) TO BE USED TO
ACHIEVE TEMPORARY/PERMANENT STABILIZATION ON SLOPES 1:3 (H:V) OR GREATER.
14. SOIL RESTORATION PRACTICES ARE TO BE PERFORMED IN ALL DISTURBED AREAS IN
ACCORDANCE WITH THE SOIL RESTORATION REQUIREMENTS ON DRAWING S106.
SEQUENCE OF CONSTRUCTION
PHASE I
THIS PHASE INVOLVES PREPARING THE SITE FOR THE COMMENCEMENT OF CONSTRUCTION
AND SOIL DISTURBING ACTIVITIES, TOPSOIL STRIPPING, CONSTRUCTION OF INFILTRATION
PRACTICES, ESTABLISHMENT OF STAGING AREAS AND MASS GRADING. THE FOLLOWING
EROSION AND SEDIMENT CONTROL ACTIVITIES SHOULD BE COMPLETED DURING THIS
PHASE:
1. INSTALL STABILIZED CONSTRUCTION EXIT AND SWPPP ENTRANCE SIGN.
2. INSTALL SILT FENCE ON THE SITE (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL
SILT FENCE).
3. PREPARE STAGING AND OPERATIONS AREA (IE. CONCRETE WASH-OUT, STORAGE
CONTAINERS, TRAILERS, ETC.).
4. DELINEATE AREA OF INFILTRATION BASIN AND BIORETENTION FACILITY THAT ARE NOT
TO BE COMPACTED AND ARE TO BE PROTECTED FROM SILTATION.
5. PERFORM CLEARING AND ROUGH GRADING. AVOID USE OF HEAVY MACHINERY OR
EQUIPMENT AND COMPACTION IN INFILTRATION AND WET SWALE AREAS.
6. EXCAVATE INFILTRATION BASIN FOREBAY TO BE USED AS A SEDIMENT TRAP DURING
CONSTRUCTION. TEMPORARILY STABILIZE. OUTFALL TO INFILTRATION BASIN SHALL BE
PREVENTED UNTIL SITE IS COMPLETELY STABILIZED.
7. CONSTRUCT INFILTRATION BASIN AND BIORETENTION FACILITY. PERMANENTLY
STABILIZE. SURROUND WITH SILT FENCE TO AVOID FUTURE COMPACTION OR SILTATION.
PRACTICE TO REMAIN OFF-LINE UNTIL IT, AND ALL UPSTREAM AREAS, ARE FULLY
STABILIZED. IF NECESSARY, RE-ROUTE DRAINAGE AND INSTALL ADDITIONAL SILT FENCE
AROUND PRACTICE TO PROTECT WHILE STABILIZING. SUBSURFACE SAND AND GRAVEL
LAYER IN BIORETENTION FACILITY IS NOT TO BE INSTALLED UNTIL ALL UPSTREAM AREAS
DRAINING TO IT ARE FULLY STABILIZED.
8. SEDIMENT TRACKED OUT OF THE DELINEATED DISTURBED AREA SHOULD BE REMOVED
OR CLEANED ON A DAILY BASIS
9. CONTINUE CLEARING AND GRUBBING THE SITE. TOPSOIL STORAGE AREAS SHOULD BE
SEEDED AS SOON AS POSSIBLE.
10.CONTINUE ROUGH GRADING OF SITE.
11.SITE DISTURBANCE SHOULD NEVER EXCEED FIVE (5) ACRES AT A TIME UNTIL PRIOR
WRITTEN AUTHORIZATION IS OBTAINED FROM THE TOWN OF VICTOR.
12.BEGIN CONSTRUCTION OF BUILDINGS FOUNDATIONS AND STRUCTURES.
13.MAINTAIN THE TEMPORARY BASINS AND SEDIMENT AND EROSION CONTROL PRACTICES
DURING CONSTRUCTION.
PHASE II
THIS PHASE INVOLVES STORM SEWER INSTALLATION, BUILDING AND SITE AMENITY
CONSTRUCTION, ASPHALT DRIVE AREAS, FINE GRADING AND PROJECT COMPLETION. THE
FOLLOWING EROSION AND SEDIMENT CONTROL ACTIVITIES SHOULD BE COMPLETED
DURING THIS PHASE:
1. TEMPORARY SEED, THROUGHOUT CONSTRUCTION DENUDED AREAS THAT WILL BE
INACTIVE FOR 7 DAYS OR MORE.
2. INSTALL NEW STORM SEWER SYSTEM. CONCURRENT WITH INSTALLATION INSTALL
OUTLET (RIP RAP) PROTECTION FOR NEW STORM SEWER STRUCTURES. INSTALL SILT
FENCE INLET PROTECTION. INLET PROTECTION TO REMAIN IN-PLACE UNTIL
SURROUNDING AREAS ARE FULLY STABILIZED WITH VEGETATION OR COMPLETE
SUBBASE COMPACTION. BLOCK STORM SEWER OR RE-ROUTE AS NECESSARY SO
BIORETENTION FACILITY AND INFILTRATION BASIN REMAIN OFFLINE.
3. PREPARE SITE FOR PAVING. REMOVE SILT FENCE INLET PROTECTION ON FUTURE
GRAVEL AREAS AND INSTALL SILT FENCE ON FUTURE PERVIOUS AREAS AS NECESSARY.
4. DURING BUILDING AND SITE AMENITIES CONSTRUCTION MONITOR BMP'S. CHECK
STABILIZED CONSTRUCTION ENTRANCE FOR REQUIRED MAINTENANCE TO MAINTAIN
CONFORMITY WITH REQUIREMENTS, MONITOR STABILIZING AREAS AND ENCOURAGE
GROWTH AS NECESSARY WITH WATERING, HAY COVER, ETC. CONTROL DUST,
GARBAGE, MATERIAL STOCKPILES, AND OTHER POTENTIAL SOURCES OF POLLUTANTS
THAT MAY LEAVE THE SITE.
5. PAVE SITE WHERE SPECIFIED, PERFORM SOIL RESTORATION PROCEDURES IN
ACCORDANCE WITH THE BLUEBOOK REQUIREMENTS AND PERMANENTLY LANDSCAPE
OR SEED AND TOPSOIL DISTURBED AREAS. BLOCK OUTFALLS TO INFILTRATION BASINS,
DRY SWALE AND WET SWALE OR USE SEDIMENT CONTROL MEASURE ON OUTFALL UNTIL
THIS AREA IS FULLY STABILIZED. REMOVE CONSTRUCTION ENTRANCE WHEN
NECESSARY FOR PAVING. WASH DOWN VEHICLE WHEELS AS NECESSARY TO PREVENT
SEDIMENT FROM BEING TRACKED OFFSITE. USE CLEAN WASH WATER (SOLVENT FREE)
AND CAPTURE WATER AND DIRECT TO A SEDIMENT CAPTURING PRACTICE.
6. CONVERT SEDIMENT TRAP TO FOREBAY. REMOVE ACCUMULATED SEDIMENT AND
DISPOSE OF PROPERLY.
7. ALL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL
ESTABLISHMENT OF A SUBSTANTIAL STAND OF GRASS (80% UNIFORM DENSITY ACROSS
ALL PERVIOUS AREAS)
REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES INCLUDING SILT FENCE AND INLET
PROTECTION. RESTORE LAWN AREA TO ORIGINAL CONDITION.
TEMPORARY SEEDING NOTES
IF: SPRING OR SUMMER OR EARLY FALL, THEN SEED THE AREA WITH RYEGRASS (ANNUAL OR PERENNIAL) AT 30
LBS. PER ACRE
IF: LATE FALL OR EARLY WINTER, THEN SEED DERTIFIED 'AROOSTOOK' WINTER RYE (CERAL RYE) AT 100 LBS PER
ACRE.
FERTILIZER OR LIME ARE NOT TYPICALLY USED FOR TEMPORARY SEEDING, BUT IF USED SHOULD BE IN
ACCORDANCE WITH THE PERMANENT SEEDING NOTES ON THE LANDSCAPE PLAN.
ANY SEEDING METHOD MAY BE USED THAT WILL PROVIDE UNIFORM APPLICATION OF SEED TO THE AREA AND
RESULT IN RELATIVELY GOOD SOIL TO SEED CONTACT.
MULCH THE AREA WITH HAY OR STRAW AT 2 TONS PER ACRE. QUALIFY OF HAY OR STRAW MULCH ALLOWABLE
WILL BE DETERMINED BASED ON LONG TERM USE AND VISUAL CONCERNS. MULCH ANCHORING WILL BE
REQUIRED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE OF CONCERN.
GRADING NOTES
1. GRADING SHALL BE KEPT WITHIN THE LIMITS SHOWN ON THE GRADING PLAN.
CONTRACTOR SHALL PROTECT EXISTING TREES AND VEGETATION OUTSIDE
THE LIMITS OF GRADING.
2. CONTRACTOR SHALL PROVIDE ROUNDING AT TOP OF CUTS AND TOE OF FILLS
WHEREVER POSSIBLE TO BLEND NEW CONTOURS TO EXISTING.
3. TEMPORARY STOCKPILES THAT WILL REMAIN IN PLACE MORE THAN ONE WEEK
SHALL BE GRADED AND PROVIDED WITH COVER CROP SEEDING.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF VESTIBULES, SLOPED PAVING, EXIT PORCHES, RAMPS,
BUILDING DIMENSIONS, AND BUILDING UTILITY ENTRANCE LOCATIONS.
5. ALL UNSURFACED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL, SEED,
MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE.
7. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST
48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
8. NO WORK MAY BE PERFORMED WITHIN THE NYSDEC 100-FT BUFFER WETLAND
BOUNDARY.
9. HEAVY EQUIPMENT OR MACHINERY MAY NOT BE USED WITHIN THE BOUNDARIES
DESIGNATED FOR THE INFILTRATION BASIN AND THE BIORETENTION FACILITY.
10.THE UNDERDRAIN SYSTEM AND SOIL MEDIA IN THE BIORETENTION BASIN SHALL
NOT BE INSTALLED UNTIL THE SOILS ON THE SITE ARE AT LEAST 75% STABILIZED
AND AFTER THE POND IS NO LONGER BEING USED FOR A SEDIMENTATION BASIN.
11.SPILLWAYS TO HAVE 12" THICK SECTION OF LIGHT STONE FILL RIP-RAP, REFER
TO DRAWING FOR WIDTH.
VIC
TO
R H
EIG
HT
S PA
RK
WA
Y
N/F51 VHP LLC.
T.M.# 15.01-1-3651 VICTOR HEIGHTS PARKWAY
L.1269 Pg.537LOT 1 (FM #18698)
N/FEAST AVE
MANAGEMENT II LLC.T.M.# 15.01-1-38
7554 N.Y.S. ROUTE 251L.1319 Pg.871LOT R-6A
T.M.# 15.01-1-35.161 VICTOR HEIGHTS PARKWAY
L.1278 Pg.723LOT R-7A (FM#29959)AREA: 162,386 Sqft.
3.728 Acres
N/F101 VHP LLC.
T.M.# 15.01-1-34101 VICTOR HEIGHTS PARKWAY
L.1308 Pg.379LOT 1 (FM #18691)
N/FEAST AVE
MANAGEMENT II LLC.T.M.# 15.01-1-38
7554 N.Y.S. ROUTE 251L.1319 Pg.871LOT R-6A
CW
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
S
F
S
F
S
F
SF
SF
SFSF
SF
SF
SF
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
TS
TS
Sediment
Trap
Sediment
Trap
SF
SF
S
F
SF SF SFSF SF
NYSDEC GP-0-15-002 Permit Coverage
Limits / Limits of Disturbance = 3.5 Ac
Future Building
EROSION CONTROL SYMBOLOGY LEGEND
SILT FENCE, REFER TO DETAIL
CONSTRUCTION ENTRANCE, REFER TO DETAIL
FUTURE INFILTRATION AREA, PROTECT FROM COMPACTION &
SILTATION, SEE NOTES
LIMITS OF WORK
TOPSOIL STOCKPILE (TS) LOCATION
CONCRETE WASHOUT, REFER TO DETAIL
CHECK DAM, REFER TO DETAIL
DIVERSION DITCH/SWALE W/ FLOW ARROW
INLET PROTECTION, REFER TO DETAIL
CW
Project Name and Address
Sheet
Date
Scale
Drawing Number
Drawing Name
OF 1
8/7/2018
PINEWOODS
ENGINEERING, P.C.www.pinewoodsengineering.com
42 Aston Villa, North Chili, New York 14514Phone: (585) 261-7852
Engineer's Seal
Architect
Engineer
Revisions
No
. R
evision
/Issue
Notes & References
Date
CONTRACTOR SHALL CONTACT "DIG SAFELY" NEW YORK@ 1-800-962-7962 FOR LOCATION OF ALL UTILITIES, ATLEAST 7 DAYS PRIOR TO BEGINNING CONSTRUCTION
RE
VIE
W S
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-
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CO
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TR
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VICTOR HEIGHTS - LOT
'R' FLEX BLDG
61 VICTOR HEIGHTS PARKWAY
VICTOR, NY 14564
UNAUTHORIZED ALTERATIONS OF THIS DOCUMENT ARE INVIOLATION OF SECTION #7209 OF THE STATE EDUCATION LAW
COPYRIGHT 2017, ALL RIGHTS RESERVED
ARCHITECT'S PROJECT NO.:17.062
Applicant
DiFelice Development, Inc
91 Victor Heights Parkway
Victor, NY 14564
EXISTING CONDITIONS & TOPOGRAPHIC SURVEY ANDPROPOSED DEVELOPMENT LAYOUT BASE MAPPING
CREATED OR PROVIDED BY MITCHELL DESIGN.
DESIGN-BUILD ARCHITECTURE CONSTRUCTION
BUILDING ON A FOUNDATION OF ARCHITECTURE
5800 Palmyra Rd. Rochester, NY 14534 585-385-6800 mitchelldesignbuild.com
ST A T E OF NEW Y O
RK
LICENSED PROFESSIONAL ENG
INEE
R
EX CEL SIO R
SARA LY NN GILBERT
087296
EROSION & SEDIMENT
CONTROL PLAN
1
1"=30'
ES-1.0
REFER TO DRAWING S105 FOR SILT FENCE DETAIL,
DRAWING S106 FOR EROSION CONTROL 'BEST
MANAGEMENT PRACTICES' DETAILS & SOIL
RESTORATION CHART, AND DRAWING S107 FOR
EROSION & SEDIMENT CONTROL NOTES,
CONSTRUCTION SEQUENCE & TEMPORARY SEEDING
NOTES. TOWN ENGINEER
PLANNING BOARD CHAIRMAN
SITE PLAN: