Part A_Plans_SSSI_Area E_General Survey Geotech_Dec 2023.pdf
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- Solicitation number
- W912DS24B0002
About this file
This document provides details for a federal construction contract opportunity for the South Shore of Staten Island, Area E, Hurricane Sandy Coastal Storm Risk Management Project. The USACE New York District is seeking construction of large interior drainage ponds, stormwater drainage structures, and relocation of sanitary sewers with a cost between $100-175 million. The solicitation will be issued in December 2023 as an unrestricted invitation for bids on SAM.gov using NAICS code 237990. Bids are due 30 days later with a contract performance period of 1,279 calendar days from notice to proceed. Construction includes detention basins, box culverts, gates, weirs, and future stormwater inlets. The point of contact is Ivan Damaso and questions must be submitted in writing by the response deadline.
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CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
COASTAL STORM RISK MANAGEMENT
SOUTH SHORE OF STATEN ISLAND, NEW YORK
INTERIOR DRAINAGE AREA E
+VOLUME X
W912DS22B00XX
DECEMBER 2023
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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN THIS
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APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
JOHN M. WONG, P.E.
STANLEY J. SEDWICK, P.E.
ALI BACHOWSKI, P.E.
ENCER R. SHAFFER, P.E.
CHIEF, CIVIL ENGINEERING DESIGN SECTION
CHIEF, DESIGN BRANCH
DEPUTY CHIEF, ENGINEERING DIVISION
CHIEF, ENGINEERING DIVISION
THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS. THE INTIALS OR
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS, WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
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GI001
SHEET
NO.
SHEET ID
NO SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 GI001 DRAWING INDEX
3 GI002 ABBREVIATIONS
4 GI003 LEGEND
5 GI004 GENERAL NOTES
SURVEY
6 V-001 EXISTING CONDITIONS KEY PLAN
7 V-101 EXISTING CONDITIONS PLAN 1 OF 11
8 V-102 EXISTING CONDITIONS PLAN 2 OF 11
9 V-103 EXISTING CONDITIONS PLAN 3 OF 11
10 V-104 EXISTING CONDITIONS PLAN 4 OF 11
11 V-105 EXISTING CONDITIONS PLAN 5 OF 11
12 V-106 EXISTING CONDITIONS PLAN 6 OF 11
13 V-107 EXISTING CONDITIONS PLAN 7 OF 11
14 V-108 EXISTING CONDITIONS PLAN 8 OF 11
15 V-109 EXISTING CONDITIONS PLAN 9 OF 11
16 V-110 EXISTING CONDITIONS PLAN 10 OF 11
17 V-111 EXISTING CONDITIONS PLAN 11 OF 11
GEOTECHNICAL
18 B-101 BORING LOCATION PLAN
CIVIL
19 CS001 GEOMETRY KEY PLAN
20 CS101 GEOMETRY PLAN 1 OF 11
21 CS102 GEOMETRY PLAN 2 OF 11
22 CS103 GEOMETRY PLAN 3 OF 11
23 CS104 GEOMETRY PLAN 4 OF 11
24 CS105 GEOMETRY PLAN 5 OF 11
25 CS106 GEOMETRY PLAN 6 OF 11
26 CS107 GEOMETRY PLAN 7 OF 11
27 CS108 GEOMETRY PLAN 8 OF 11
28 CS109 GEOMETRY PLAN 9 OF 11
29 CS110 GEOMETRY PLAN 10 OF 11
30 CS111 GEOMETRY PLAN 11 OF 11
31 CG001 GRADING KEY PLAN
32 CG101 GRADING PLAN 1 OF 11
33 CG102 GRADING PLAN 2 OF 11
34 CG103 GRADING PLAN 3 OF 11
35 CG104 GRADING PLAN 4 OF 11
36 CG105 GRADING PLAN 5 OF 11
37 CG106 GRADING PLAN 6 OF 11
38 CG107 GRADING PLAN 7 OF 11
39 CG108 GRADING PLAN 8 OF 11
40 CG109 GRADING PLAN 9 OF 11
41 CG110 GRADING PLAN 10 OF 11
42 CG111 GRADING PLAN 11 OF 11
43 CG201 POND PROFILE 1 OF 5
44 CG202 POND PROFILE 2 OF 5
45 CG203 POND PROFILE 3 OF 5
46 CG204 POND PROFILE 4 OF 5
47 CG205 POND PROFILE 5 OF 5
48 CG301 POND CROSS SECTIONS 1 OF 2
49 CG302 POND CROSS SECTIONS 2 OF 2
50 CE001 EROSION CONTROL KEY PLAN
51 CE101 EROSION CONTROL PLAN 1 OF 11
52 CE102 EROSION CONTROL PLAN 2 OF 11
53 CE103 EROSION CONTROL PLAN 3 OF 11
54 CE104 EROSION CONTROL PLAN 4 OF 11
55 CE105 EROSION CONTROL PLAN 5 OF 11
56 CE106 EROSION CONTROL PLAN 6 OF 11
57 CE107 EROSION CONTROL PLAN 7 OF 11
58 CE108 EROSION CONTROL PLAN 8 OF 11
59 CE109 EROSION CONTROL PLAN 9 OF 11
60 CE110 EROSION CONTROL PLAN 10 OF 11
61 CE111 EROSION CONTROL PLAN 11 OF 11
62 CE501 EROSION AND SEDIMENT CONTROL DETAILS
63 CE502 EROSION AND SEDIMENT CONTROL DETAILS
64 CT001
MAINTENANCE AND PROTECTION OF TRAFFIC -
NOTES, SIGN DATA, AND LEGEND
65 CT101
MPT - FATHER CAPODANNO BLVD. SOUTHBOUND
MORNING CLOSURE SHEET 1 OF 2
66 CT102
MPT - FATHER CAPODANNO BLVD. SOUTHBOUND
MORNING CLOSURE SHEET 2 OF 2
67 CT103
MPT - FATHER CAPODANNO BLVD. SOUTHBOUND
AFTERNOON CLOSURE SHEET 1 OF 2
68 CT104
MPT - FATHER CAPODANNO BLVD. SOUTHBOUND
AFTERNOON CLOSURE SHEET 2 OF 2
69 CT105
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
MORNING CLOSURE SHEET 1 OF 3
70 CT106
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
MORNING CLOSURE SHEET 2 OF 3
71 CT107
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
MORNING CLOSURE SHEET 3 OF 3
72 CT108
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
AFTERNOON CLOSURE SHEET 1 OF 3
73 CT109
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
AFTERNOON CLOSURE SHEET 2 OF 3
74 CT110
MPT - FATHER CAPODANNO BLVD. NORTHBOUND
AFTERNOON CLOSURE SHEET 3 OF 3
75 CT111
MPT - QUINCY AVENUE SIDEWALK CLOSURES PHASE 1
& 2
76 CT112
MPT - QUINCY AVENUE ROADWAY CLOSURES PHASE
3 & 4
77 CT113
MPT - QUINCY AVENUE ROADWAY CLOSURES PHASE
78 CT114
MPT - QUINCY AVENUE ROADWAY CLOSURES PHASE
79 CT115 MPT - ANDREWS STREET ROADWAY WORK
80 CT116 MPT - AGNES PLACE ROADWAY WORK
81 CT117
MPT - PEARSALL STREET ROADWAY CLOSURE PHASE 1
& 2
82 CT118 MPT - PEARSALL STREET ROADWAY CLOSURE PHASE 3
83 CT119 MPT - VULCAN STREET ROADWAY CLOSURE
84 CT120 MPT - MALLORY AVENUE ROADWAY CLOSURES
85 CT121 MPT - END OF BLOCK CLOSURES
86 CT201 MPT - DETAILS
87 CP101 ASPHALT REPAIR PLAN 1 OF 3
88 CP102 ASPHALT REPAIR PLAN 2 OF 3
89 CP103 ASPHALT REPAIR PLAN 3 OF 3
90 CU001 UTILITY KEY PLAN
91 CU101 QUINTARD ST NORTH AND SOUTH PLAN AND PROFILE
92 CU102 PEARSALL ST PLAN AND PROFILE
93 CU103 PEARSALL ST CATCH BASIN PROFILES
94 CU104 MALLORY AVE PLAN AND PROFILE
95 CU105 AGNES PL PLAN AND PROFILE
96 CU106
MCLAUGHLIN ST NORTH AND SOUTH PLAN AND
PROFILE
97 CU107 ANDREWS ST PLAN AND PROFILE
98 CU108 WENTWORTH AVE PLAN AND PROFILE
99 CU109 ORLANDO ST / OCEANSIDE AVE PLAN AND PROFILE
100 CU110 QUINCY AVE PLAN AND PROFILE
101 CU111 VULCAN ST PLAN AND PROFILE
102 CU112 FATHER CAPODANNO BLVD. PLAN AND PROFILE
103 CU113
WENTWORTH AVE SANITARY SEWER PLAN AND
PROFILE
104 CU114 LANSING ST SANITARY SEWER PLAN AND PROFILE
105 CU115 QUINTARD ST SANITARY SEWER PLAN AND PROFILE
106 CU116 OCEANSIDE AVE SANITARY SEWER PLAN AND PROFILE
107 CU117 QUINCY AVE SANITARY SEWER PLAN AND PROFILE
108 CU118
QUINTARD ST NORTH SANITARY SEWER PLAN AND
PROFILE
109 C501 CIVIL DETAILS
110 C502 CIVIL DETAILS
111 C503 CIVIL DETAILS
112 C504 CIVIL DETAILS
113 C505 CIVIL DETAILS
114 C506 CIVIL DETAILS
115 C507 CIVIL DETAILS
116 C508 CIVIL DETAILS
LANDSCAPE
117 LD001 TREE REMOVAL KEY PLAN
118 LD101 TREE REMOVAL PLAN 1 OF 11
119 LD102 TREE REMOVAL PLAN 2 OF 11
120 LD103 TREE REMOVAL PLAN 3 OF 11
121 LD104 TREE REMOVAL PLAN 4 OF 11
122 LD105 TREE REMOVAL PLAN 5 OF 11
123 LD106 TREE REMOVAL PLAN 6 OF 11
124 LD107 TREE REMOVAL PLAN 7 OF 11
125 LD108 TREE REMOVAL PLAN 8 OF 11
126 LD109 TREE REMOVAL PLAN 9 OF 11
127 LD110 TREE REMOVAL PLAN 10 OF 11
128 LD111 TREE REMOVAL PLAN 11 OF 11
129 LP001 LANDSCAPE KEY PLAN
130 LP101 LANDSCAPE PLAN 1 OF 11
131 LP102 LANDSCAPE PLAN 2 OF 11
132 LP103 LANDSCAPE PLAN 3 OF 11
133 LP104 LANDSCAPE PLAN 4 OF 11
134 LP105 LANDSCAPE PLAN 5 OF 11
135 LP106 LANDSCAPE PLAN 6 OF 11
136 LP107 LANDSCAPE PLAN 7 OF 11
137 LP108 LANDSCAPE PLAN 8 OF 11
138 LP109 LANDSCAPE PLAN 9 OF 11
139 LP110 LANDSCAPE PLAN 10 OF 11
140 LP111 LANDSCAPE PLAN 11 OF 11
141 LP601 LANDSCAPE PLANTING SCHEDULE
142 L501 LANDSCAPE DETAILS
STRUCTURAL
143 S-001 STRUCTURAL GENERAL NOTES & ABBREVIATIONS
144 S-002 STANDARD DETAILS SHEET 1 OF 2
145 S-003 STANDARD DETAILS SHEET 2 OF 2
146 S-101
"QUINTARD STREET NORTH
HEADWALL NO. 1 - PILE AND TOP PLANS "
147 S-102
"QUINTARD STREET NORTH
JUNCTION CHAMBER NO. 1 - PILE AND BOTTOM
PLANS"
148 S-103
"QUINTARD STREET NORTH
JUNCTION CHAMBER NO. 1 - ROOF PLAN AND
DETAILS"
149 S-104
"QUINTARD STREET NORTH, SOUTH & SAND LANE
NORTH
BOX SEWER NO. 1, 2 & 3- PLANS - BOTTOM AND
ROOF PLANS"
150 S-105
"QUINTARD STREET SOUTH
WEIR CHAMBER NO. 1 - PILE AND BOTTOM PLANS"
151 S-106
"QUINTARD STREET SOUTH
WEIR CHAMBER NO. 1 - TOP PLAN AND BEAM
SCHEDULE"
152 S-107
"QUINTARD STREET SOUTH
JUNCTION CHAMBER NO. 2 - PILE AND BOTTOM
PLANS"
153 S-108
"QUINTARD STREET SOUTH
JUNCTION CHAMBER NO. 2 - ROOF PLAN AND
DETAILS"
154 S-109
"SAND LN NORTH
HEADWALL NO. 2 - PILE AND TOP PLANS "
155 S-110
"SAND LANE NORTH
JUNCTION CHAMBER NO. 3 - PILE, BOTTOM PLANS
AND COLUMN DETAILS"
156 S-111
"SAND LANE NORTH
JUNCTION CHAMBER NO. 3 - ROOF PLAN"
157 S-112
"SAND LANE SOUTH, FATHER CAPODANNO &
PEARSALL
BOX SEWER NO. 4, 5 & 6 - BOTTOM AND ROOF PLANS
158 S-113
"SAND LN SOUTH
WEIR CHAMBER NO. 2 - PILE AND BOTTOM PLANS"
159 S-114
"SAND LN SOUTH
WEIR CHAMBER NO. 2 - TOP PLAN AND BEAM
SCHEDULE"
160 S-115
"SAND LN SOUTH
JUNCTION CHAMBER NO. 4 - PILE PLAN"
161 S-116
"SAND LN SOUTH
JUNCTION CHAMBER NO. 4 - BOTTOM PLAN AND
DETAILS"
162 S-117
"SAND LN SOUTH
JUNCTION CHAMBER NO. 4 - ROOF PLAN AND
DETAILS"
163 S-118
"PEARSALL STREET
HEADWALL NO. 3 - PILE AND TOP PLANS"
164 S-119
"PEARSALL -VULCAN JUNCTION CHAMBER NO. 5 &
PEARSALL STREET MANHOLE STRUCTURE
PILE, BOTTOM AND ROOF PLANS"
165 S-120
"ANDREWS STREET CHAMBER
JUNCTION CHAMBER NO. 6 - PILE, BOTTOM AND
ROOF PLANS"
166 S-121
"PEARSALL AND AGNES & FATHER CAPODANNO BEND
JUNCTION CHAMBER NO. 7 & 8 - PILE, BOTTOM AND
ROOF PLANS "
167 S-122
"FATHER CAPODANNO BEND 2
JUNCTION CHAMBER NO. 9 - PLANS "
168 S-201
QUINTARD STREET NORTH HEADWALL NO. 1 -
ELEVATION
169 S-202
QUINTARD STREET SOUTH WEIR CHAMBER NO. 1 -
ELEVATION
170 S-203 SAND LANE NORTH HEADWALL NO. 2 - ELEVATION
171 S-204
SAND LANE SOUTH WEIR CHAMBER NO. 2 -
ELEVATION
172 S-205 PEARSALL STREET HEADWALL NO. 3 - ELEVATION
173 S-301
QUINTARD STREET NORTH HEADWALL NO. 1 -
SECTIONS
174 S-302
QUINTARD STREET NORTH JUNCTION CHAMBER NO.
1 - SECTIONS 1
175 S-303
"QUINTARD STREET NORTH & SOUTH
JUNCTION CHAMBER NO. 1 & 2 - SECTIONS 1 & 2"
176 S-304
QUINTARD STREET SOUTH WEIR CHAMBER NO. 1 -
SECTION
177 S-305
QUINTARD STREET SOUTH JUNCTION CHAMBER NO. 2
- SECTIONS 2
178 S-306 SAND LANE NORTH HEADWALL NO. 2 - SECTIONS
179 S-307
SAND LANE NORTH JUNCTION CHAMBER NO. 3 -
SECTIONS
180 S-308 SAND LANE SOUTH WEIR CHAMBER NO. 2 - SECTION
181 S-309
SAND LANE SOUTH JUNCTION CHAMBER NO. 4 -
SECTIONS 1
182 S-310
SAND LANE SOUTH JUNCTION CHAMBER NO. 4 -
SECTION 2
183 S-311 PEARSALL STREET HEADWALL NO. 3 - SECTIONS
184 S-312
"PEARSALL - VULCAN & MANHOLE STRUCTURE
JUNCTION CHAMBER NO. 5 - SECTIONS"
185 S-313
ANDREWS STREET JUNCTION CHAMBER NO. 6 -
SECTIONS
186 S-314
"QUINTARD STREET NORTH, SOUTH & SAND LANE
NORTH
BOX SEWER NO. 1, 2, &3 - SECTIONS 1"
187 S-315
"SAND LANE SOUTH, FATHER CAPODANNO &
PEARSALL
BOX SEWER NO. 4, 5, & 6 - SECTIONS 2"
188 S-316
"PEARSALL AND AGNES & FATHER CAPODANNO BEND
JUNCTION CHAMBER NO. 7 & 8 - SECTIONS"
189 S-317
"FATHER CAP BEND 2 & BERM BOX SEWER
JUNCTION CHAMBER NO. 9 AND BERM BOX SEWER -
SECTIONS"
190 S-501 TYPICAL DETAILS SHEET 1 OF 4
191 S-502 TYPICAL DETAILS SHEET 2 OF 4
192 S-503 TYPICAL DETAILS SHEET 3 OF 4
193 S-504 TYPICAL DETAILS SHEET 4 OF 4
ABBREVIATIONS
L ANGLE
A/C AIR CONDITIONING
A/C UNIT AIR CONDITIONING UNIT
AB ANCHOR BOLT
ABV ABOVE
AC ALTERNATING CURRENT
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ACR ACRYLIC PLASTIC
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACSR ALUMINUM CABLE STEEL REINFORCED
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, ADJUSTABLE
ADO AUTOMATIC DOOR OPERATOR
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHR ANCHOR
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPERE INTERRUPTING CAPACITY
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
A.L. ACTIVE LEAF
ALT ALTERNATE
ALUM ALUMINUM
AMB AMBIENT
AMP AMPERE
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT
ARI AMERICAN REFRIGERATION INSTITUTE
ASB ASBESTOS
ASC ABOVE SUSPENDED CEILING
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
AUTO AUTOMATIC
AVG AVERAGE
AWG AMERICAN WIRE GAUGE
AWT ACOUSTICAL WALL TREATMENT
BB BULLETIN BOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BEJ BRICK EXPANSION JOINT
BEV BEVEL
BITUM BITUMINOUS
BJT BED JOINT
BL BUILDING LINE
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BP BACK PLASTER(ED)
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRG PL BEARING PLATE
BRK BRICK
BRKT BRACKET
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR
BTWN BETWEEN
BUR BUILT-UP ROOFING
BW BOTH WAYS
CAB CABINET
CAP CAPACITY
CB CATCH BASIN
CCT CUBICLE CURTAIN TRACK
CCTV CLOSED CIRCUIT TELEVISION
CE COVER ELEVATION
CEM CEMENT
CEM PLAS CEMENT PLASTER
CER CERAMIC
CFI CONDUCTIVE FLOORING
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH BD CHALKBOARD
CHFR CHAMFER
CHIM CHIMNEY
CHK CHECK
CHR PL CHROME PLATED
CI CAST IRON
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CKT CIRCUIT
CKT BRKR CIRCUIT BREAKER
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLGL CLEAR GLASS
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLOS CLOSURE
CLR CLEAR(ANCE)
CLWG CLEAR WIRED GLASS
cm CENTIMETER(S)
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNL CONDUCTIVE NEOPRENE LATEX
CNR CORNER
CNTR COUNTER
CO CLEANOUT
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBUSTION
COMPT COMPARTMENT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
CORR CORRIDOR
COV COVER
CPRS COMPRESSIBLE
CPT CARPET
CRCMF CIRCUMFERENCE
CRES CORROSIVE RESISTANT STEEL
CRG CROSS GRAIN
CRS COURSE(S)
CS CAST STONE
CSK COUNTERSUNK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
C TO C CENTER TO CENTER
CTR CENTER
CU CONDENSING UNIT
Cu COPPER
CU FT CUBIC FEET
CUH CABINET UNIT HEATER
CU YD CUBIC YARDS
CV CEILING VENT
CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET
TYPE)
CW COLD WATER
CYL CYLINDER
d PENNY (AS IN NAIL - 10D)
DAT DATUM
DB DOUBLE BARREL
DBL DOUBLE
DBL ACT DR DOUBLE ACTING DOOR
DCJ DOWELED CONTROL JOINT
DCJT DUMMY CONTROL JOINT
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DH DUCT HEATER
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISC DISCONNECT
DISP DISPENSER
DISTR PNL DISTRIBUTION PANEL
DIV DIVISION
DL DEAD LOAD
DMPF DAMPPROOFING
DMPR DAMPER
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DR DRAIN
DRB DRAINBOARD
DR CL DOOR CLOSER
DS DOUBLE STRENGTH (GLASS)
DS DOWNSPOUT
DT DRAIN TILE
DVTL DOVETAIL
DWG DRAWING
DWLS DOWELS
DWR DRAWER
DWTR DUMBWAITER
DX DIRECT EXPANSION
D/S DOWNSTREAM
E EAST
EA EACH
EAT ENTERING AIR TEMPERATURE
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ELEC ELECTRIC
EM EXPANDED METAL
EMD ESTIMATED MAXIMUM DEMAND
EMER EMERGENCY
ENCL ENCLOSE(URE)
ENTR ENTRANCE, ENTERING
EP ELECTRICAL PANELBOARD
EPRF EXPLOSION PROOF
EPY EPOXY COATING
EQ EQUAL
EQUIP EQUIPMENT
ESCAL ESCALATOR
EST ESTIMATE(D)
ESVP EXTRA STRENGHT VITRIFIED CLAY PIPE
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXC EXCAVATE
EXH EXHAUST
EXH A EXHAUST AIR
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXP BT EXPANSION BOLT
EXT EXTERIOR
F FAHRENHEIT
FA FIRE ALARM
FA FRESH AIR
FAC FIRE APPARATUS CLOSET
FAI FRESH AIR INTAKE
F BRK FIRE BRICK
FC FOOT CANDLE
FC BRK FACE BRICK
FCG FACING
FCJ FLOOR CONSTRUCTION JOINT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDMPR FIRE DAMPER
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
FGL FIBERGLASS
FH FIRE HYDRANT
FH FLAT HEAD
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHR FIRE HOSE RACK
FHS FIRE HOSE STATION
FHWS FLAT HEAD WOOD SCREW
FIG FIGURE
FIN FINISH
FIN FLR FINISH FLOOR
FIXT FIXTURE
FJT FLUSH JOINT
FLASH FLASHING
FLR FLOOR
FLEX FLEXIBLE
FLG FLOORING
FLR PL FLOOR PLATE
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FP FIRE PARTITION
FP FIREPROOF
FPM FEET PER MINUTE
FR FIRE RESISTANT
FR FRAME
FRG FORGED
FRMG FRAMING
FRT FIRE-RETARDANT
FS FULL SIZE
FSTNR FASTEN(ER)
FT FEET
FTG FOOTING
FTRC FLAT TOP REINFORCED CONCRETE
FURG FURRING
FUT FUTURE
FW FIRE WATER
FWC FABRIC WALL COVERING
G NATURAL GAS
GA GAGE
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GF GROUND FACE
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFE GOVERNMENT-FURNISHED EQUIPMENT
GFE/CI GOVERNMENT-FURNISHED EQUIPMENT
CONTRACTOR INSTALLED
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GKT GASKET(ED)
GL GLASS
GL BLK GLASS BLOCK
GLF GLASS FIBER
GLZ GLAZING
GLZ CMU GLAZED CONCRETE MASONRY UNITS
G GROUND
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GPT GYPSUM TILE
GRAN GRANITE
GR LN GRADE LINE
GRTG GRATING
GST GLAZED STRUCTURAL TILE
GSU GLAZED STRUCTURAL UNITS
GT GROUT
GWT GLAZED WALL TILE
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
HB HOSE BIBB
HC HOLLOW CORE
HCD HALON CONTAINMENT DAMPER
HCP HANDICAPPED
HD HEAD
HD HEAVY DUTY
HDBD HARDBOARD
HD JT HEAD JOINT
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HES HIGH EARLY-STRENGTH CEMENT
HEX HEXAGON
HH HANDHOLE
HK HOOK(S)
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HP HORSEPOWER
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH-STRENGTH GYPSUM PLASTER
HSKPG HOUSEKEEPING
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HYDR HYDRAULIC
Hz HERTZ
IC INTERCOM
ID INSIDE DIAMETER
IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH
AMERICA
ILK INTERLOCK
IN INCH
INCIN INCINERATOR
INCL INCLUDED
INSF INSULATING FILL
INSUL INSULATION
INT INTERIOR
INTM INTERMEDIATE
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
I.P.S. INSIDE PIPE SIZE
JAN CLO JANITOR’S CLOSET
J-BOX JUNCTION BOX
JCT JUNCTION
JST JOIST
JT JOINT
KIP KILOPOUND (1000 POUNDS)
KIT KITCHEN
KOP KNOCKOUT PANEL
KPL KICKPLATE
kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT
KWY KEYWAY
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAT LEAVING AIR TEMPERATURE
LAU LAUNDRY
LAV LAVATORY
LB LAG BOLT
LB POUND
LBL LABEL
LBR LUMBER
LC LIGHT CONTROL
LD LOAD
LDG LOADING
LG LENGTH
LH LEFT HAND(ED)
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LLD LEAD-LINED DOOR
LM LUMEN
LMST LIMESTONE
LNTL LINTEL
LONG LONGITUDINAL
LP LIGHTPROOF
LPD LIGHTPROOF DOOR
LPL LIGHTPROOF LOUVER
LPT LOW POINT
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHTWEIGHT
LTG LIGHTING
LTNG LIGHTNING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
LWT LEAVING WATER TEMPERATURE
m METER(S)
M&B MATCHED AND BEADED
MACH MACHINE
MAS MASONRY
MATL MATERIAL(S)
MAX MAXIMUM
MB MACHINE BOLTS
MBR MEMBER
MC MEDICINE CABINET
MCJ MASONRY CONTROL JOINT
MCO METAL-CASED OPENING
MDS METAL DIVIDER STRIP
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDIUM
MEMB MEMBRANE
MES METAL EDGE STRIP
MFD METAL FLOOR DECKING
MFG MANUFACTURING
MFR MANUFACTURER
MG MOTOR GENERATOR
MGT MATTE-GLAZED TILE
MH MANHOLE
MI MALLEABLE IRON
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH
ML MONOLITHIC
MLDG MOULDING
MLWK MILLWORK
mm MILLIMETER(S)
MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY
CONTRACTOR)
MO MASONRY OPENING
MOD MODULAR
MOD. MODIFIED
MOT MOTOR
MP MOVABLE PARTITION
MR MOP RECEPTOR
MRB MARBLE BASE
MRD METAL ROOF DECKING
MS MACHINE SCREWS
MT METAL THRESHOLD
MT MOUNT
MTD MOUNTED
MTFR METAL FURRING
MTL METAL
MVBL MOVABLE
MULL MULLION
N NORTH
NAT NATURAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
Ni NICKEL
NIC NOT IN CONTRACT
NL NAILABLE
N.L. NEOPRENE LATEX
NM NONMETALLIC
NO NORMALLY OPEN
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OA OUTSIDE AIR
OBSC OBSCURE
OBW OBSERVATION WINDOW
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFC OFFICE
OGL OBSCURE GLASS
OH OVERHEAD
OHMS OVALHEAD MACHINE SCREW
OHWS OVALHEAD WOOD SCREW
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPS OPERATIONS
OS & Y OUTSIDE SCREW AND YOKE
OWGL OBSCURE WIRED GLASS
P POLE
PA PUBLIC ADDRESS
PAR PARALLEL
PB PANIC BAR
PBD PARTICLE BOARD
PBS PUSH BUTTON STATION
PC PIECE
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCP CEMENT PLASTER (PORTLAND)
PD PAVEMENT DRAIN
PED PEDESTAL
PERF PERFORATE(D)
PERIM PERIMETER
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIPU PREFAB ISOLATION POWER UNIT
PIV POST INDICATING VALVE
PL PLATE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLG PILING
PL GL PLATE GLASS
PLYWD PLYWOOD
PNL PANEL
PT PAINT(ED)
POL POLISHED
PORC PORCELAIN
PORT PORTABLE
PPGL POLISHED PLATE GLASS
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATE(D)
PREFIN PREFINISHED
PREFMD PREFORMED
PRKG PARKING
PROJ PROJECT
PRV PRESSURE-REGULATING VALVE
PS PIPE SPACE
P.S. PRESSED STEEL
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PNEUMATIC TUBE
PT. POINT
PT CONC POST-TENSIONED CONCRETE
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
PW PASS WINDOW
QT QUARRY TILE
QT. QUART
QTR QUARTER
1/4 RND QUARTER ROUND
QTY QUANTITY
R RADIUS
R RANGE
R RISER
RA RETURN AIR
RAB RABBETED
RA GR RETURN AIR GRILLE
RAR RETURN AIR REGISTER
RB RUBBER BASE, RESILIENT BASE
RBL RUBBLE STONE
RBR RUBBER
RC REMOTE CONTROL
RCP REINFORCED CONCRETE PIPE
RCVR RECEIVER
RD ROOF DRAIN
RDG INS RIGID INSULATION
RECPT RECEPTACLE
REC ROOM RECREATION ROOM
RECT RECTIFIER
REF REFERENCE
REFL REFLECT
REFR REFRIGERATION
REG REGISTER
REG REGLET
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION
RFG ROOFING
RH RELATIVE HUMIDITY
RH RIGHT HAND
RH ROOF HATCH
RK RACK
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RP RETRACTABLE PARTITION
RPM REVOLUTIONS PER MINUTE
RPRT RAISED PATTERN RUBBER TILE
RTF RUBBER TILE FLOOR
RVS REVERSE
RVT RIVET
RWC RAINWATER CONDUCTOR
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SB SPLASH BLOCK
S.B. SECURITY BARS
SC SOLID CORE
SCHED SCHEDULE
SCRN SCREEN
SCT STRUCTURAL CLAY TILE
SD STORM DRAIN
SDI STEEL DOOR INSTITUTE
SECT SECTION
SEQ SEQUENCE
SFGL SAFETY GLASS
SFTU STRUCTURAL FACING TILE UNIT
SFU STRUCTURAL FACING UNIT
SG SHEET GLASS
SHLDR SHOULDER
SHT SHEET
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SKLT SKYLIGHT
SLNT SEALANT
SLV SLEEVE
SM SHEET METAL
SMS SHEET METAL SCREWS
SOV SHUT OFF VALVE
SPC SPACER
SPCL SPECIAL
SPD SOUNDPROOF DOOR
SPEC SPECIFICATION
SPF SOUNDPROOF
SP FIN SPECIAL FINISH
SPH SPACE HEATER
SPKR SPEAKER
SQ SQUARE
SQHD SQUARE HEAD
S&R SHELF AND ROD
SS SERVICE SINK
SS STANDING SEAM (ROOF)
SST STAINLESS STEEL
STA STATION
STD STANDARD
STG SEATING
STL STEEL
STM STORM
STOR STORAGE
ST PR STATIC PRESSURE
STR STRINGER
STRUCT STRUCTURAL
STWY STAIRWAY
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SWITCH
SWBD SWITCHBOARD
SWR SEWER
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
TAN TANGENT
TB TRIPLE BARREL
TC TERRA COTTA
TEL TELEPHONE
TEMP TEMPERATURE
TEMP TEMPORARY
TER TERRAZZO
TERM TERMINAL
T&G TONGUE AND GROOVE
TGL TOGGLE
TH TRUSS HEAD
THK THICK(NESS)
THRES THRESHOLD
TK BD TACKBOARD
TKS TACKSTRIP
TO TOP OF
TOL TOLERANCE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TRANS TRANSOM
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
UC UNIT COOLER
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UPS UNINTERRUPTABLE POWER SUPPLY
UR URINAL
UTIL UTILITY
UV UNIT VENTILATOR
U/S UPSTREAM
V VOLT
VAR VARNISH
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VCT VITRIFIED CLAY TILE
VD VAULT DOOR
VENT VENTILATOR(TION)
VERT VERTICAL
VEST VESTIBULE
VF VINYL FABRIC
VG VERTICAL GRAIN
VH VINYL HOMOGENEOUS
VIF VERIFY IN FIELD
VJ V-JOINT(ED)
VNR VENEER
VOL VOLUME
VR VAPOR RETARDER
VRM VERMICULITE
VS VENT STACK
V.T. VOLTAGE TRANSFORMER
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W/ WITH
WB WET BULB
WBL WOOD BLOCKING
WC WATER CLOSET
W/C WHEELCHAIR
WCO WOOD-CASED OPENING
WD WOOD
WD WOOD DOOR
WDSP WASTE DISPOSER
WDW WINDOW
WF WIDE FLANGE
WGL WIRED GLASS
WH WALL HUNG
WH WATER HEATER
WHB WHEEL BUMPER
WHM WATT-HOUR METER
WI WROUGHT IRON
WKSH WORK SHOP
WM WIRE MESH
W/O WITHOUT
WP WATERPROOF(ING)
WP WEATHERPROOF
WP WORKING POINT
WR WASTE RECEPTACLE
WRB WARDROBE
WS WATERSTOP
W.S. WASTE STACK
WSCT WAINSCOT
WT WEIGHT
WTH WIDTH
W/W WALL TO WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWR WELDED WIRE REINFORCEMENT
XFMR TRANSFORMER
YD YARD
YD YARD DRAIN
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GENERAL NOTES:
TOPOGRAPHIC NOTES:
1. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
TO CONVERT THIS DATUM TO STATEN ISLAND/NAVD88, SUBTRACT 2.092' FEET FROM EACH ELEVATION.
2. EXISTING TOPOGRAPHIC CONDITIONS OF THE WORK SITE, AS SHOWN ON THE CONTRACT DRAWINGS, ARE OBTAINED FROM THE MOST CURRENT INFORMATION AVAILABLE BUT ARE NOT GUARANTEED TO BE ACCURATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXISTING AND PROPOSED GRADES AT NO EXTRA COST TO THE CITY.
3. TOPOGRAPHIC SURVEY WAS PREPARED BY ROGERS SURVEYING, (718)-447-7311, 2420 ARTHUR KILL ROAD, STATEN
ISLAND NY 10309 IN DECEMBER 2018.
4. WETLAND DELINEATION SURVEYS CONDUCTED BY USACE IN 2003 AND 2009, AND CONFIRMED/UPDATED IN AUGUST AND SEPTEMBER 2017; REFER TO "WETLAND DELINEATION REPORT, SOUTH SHORE OF STATEN ISLAND, USACE, 2018."
UTILITY NOTES:
1. EXISTING UNDERGROUND AND OVERHEAD UTILITIES AS SHOWN OR DESCRIBED HEREIN HAVE BEEN DETERMINED BY STANDARD SURVEYING METHODS, FIELD RECONNAISSANCE AND AVAILABLE RECORDS. NEITHER THE LOCATION NOR THE INFORMATION OF THESE EXISTING UTILITIES IS GUARANTEED TO BE COMPLETE OR CORRECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND TO AVOID DAMAGE TO ANY UNDERGROUND WORKS NOT INCLUDED IN THE PROPOSED PROJECT. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK AT PHONE NUMBER 811 OR 1-800-962-7962 TO REQUEST UNDERGROUND UTILITY LOCATION MARK-OUT AT LEAST TWO (2) WORKING DAYS BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE CONTRACTOR SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION MARK-OUT WITH UNDERGROUND WORKS OF OWNERS ON THE PROJECT SITE THAT ARE NOT PARTICIPANTS OF DIG SAFELY NEW YORK.
2. THE CONTRACTOR SHALL VERIFY THE EXISTING LOCATION OF ANY WATER MAIN, VALVES, STORM SEWER, SANITARY SEWER, CATCH BASIN, CATCH BASIN CHUTE, ETC., PRIOR TO THE INSTALLATION OF THE NEW WORK. SHOULD THERE BE ANY DISCREPANCY FOUND, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER FOR CLARIFICATION.
3. THE EXCAVATION SUPPORTS SHALL BE DESIGNED BY A CURRENTLY LICENSED PROFESSIONAL ENGINEER IN THE STATE
OF NEW YORK ENGAGED BY THE CONTRACTOR.
4. EXISTING UTILITIES WITHIN AND NEAR THE EXCAVATIONS SHALL NEED TO BE TEMPORARILY SUPPORTED OR RE-ROUTED
PRIOR TO CONSTRUCTION.
5. EXCAVATION AND FILL MUST BE PERFORMED WITH UTMOST CARE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EXISTING GAS, ELECTRIC, TELEPHONE, COMMUNICATIONS, SEWER, AND WATER LINES. ANY DAMAGE OR INJURY RESULTING FROM THIS OPERATION TO UTILITY LINES SHALL BE REPAIRED IMMEDIATELY AT NO COST TO THE
GOVERNMENT.
6. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH UTILITY COMPANIES AND AGENCIES PRIOR TO THE START OF
WORK.
7. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH THAT SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY, PUBLIC OR PRIVATE, OF THE WORK. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE UTILITY FOR SUPPORT OF THE
POLE.
8. WHERE OVERHEAD POWER LINES ARE PRESENT, CONTRACTOR MUST CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITIES TO DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC) DISTANCE BASED UPON LINE
STRENGTH.
9. DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL SUBMIT TO THE CONTRACTOR FOR REVIEW SHEET PILING, SHORING AND/OR BRACING DESIGNS PREPARED BY A NEW YORK STATE REGISTERED PROFESSIONAL ENGINEER IN THE PROJECT AS MAY BE
NECESSARY TO COMPLY WITH THESE REGULATIONS.
EROSION AND SEDIMENT CONTROL:
1. THE IMPACTS TO ADJACENT NATURAL AREAS SHALL NOT BE ANY GREATER DURING AND FOLLOWING LAND
DISTURBANCE ACTIVITIES THAN UNDER PRE-CONSTRUCTION CONDITIONS.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING ANY LAND DISTURBANCES AS REQUIRED BY THE SOIL EROSION AND SEDIMENTATION CONTROL PLAN. ALL RUNOFF FROM DISTURBED AREAS SHALL BE DIRECTED TO THE SEDIMENT CONTROL DEVICES. THESE DEVICES SHALL NOT BE
REMOVED UNTIL THE DISTURBED LAND AREAS ARE STABILIZED.
3. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE "NEW YORK STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL", 2016, OR LATEST EDITION.
4. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER, FEDERAL, AND REGULATORY AGENCIES FOR
DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.
5. NO LAND DISTURBANCE, DEMOLITION OR CONSTRUCTION ACTIVITIES SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING, BUT NOT LIMITED TO, SILT FENCING, INLET PROTECTION, TEMPORARY DIVERSIONS, SEDIMENT BASIN, AND TREE PROTECTION HAVE BEEN INSTALLED AS SHOWN ON THE CONTRACT
DRAWINGS. ALL EROSION CONTROL MEASURES MUST BE INSTALLED FIRST.
6. CLEARING SHALL BE LIMITED AS MUCH AS POSSIBLE TO AREAS REQUIRED FOR CURRENT CONSTRUCTION ACTIVITIES.
MASS CLEARING AND GRADING SHALL NOT BE PERMITTED.
7. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED INSPECTOR WITHIN 24 HOURS FOLLOWING
EVERY RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY SEVEN CALENDAR DAYS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED OR REPLACED IMMEDIATELY AS REQUIRED TO MAINTAIN PERFORMANCE. MEASURES SHALL BE CLEANED WHEN SEDIMENT VOLUME REACHES ½ OF TOTAL VOLUME.
REMOVED SEDIMENT SHALL BE DISPOSED OF IN SUCH A MANNER AND LOCATION AS TO COMPLY WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
9. CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE ON STOCKPILES AND IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED. THIS REQUIREMENT DOES NOT APPLY IN THE FOLLOWING INSTANCES:
A) WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 7TH DAY AFTER CONSTRUCTION ACTIVITY
TEMPORARILY OR PERMANENTLY CEASED IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE;
B) WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN FOURTEEN (14) DAYS, TEMPORARY STABILIZATION MEASURES NEED NOT BE
INITIATED ON THAT PORTION OF THE SITE.
10. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBANCE ACTIVITIES AND UNTIL FINAL STABILIZATION IS ACHIEVED. SEDIMENT-LADEN GROUNDWATER ENCOUNTERED DURING TRENCHING, BORING, OR OTHER ACTIVITIES SHALL BE PUMPED INTO A SEDIMENT TRAPPING
DEVICE PRIOR TO BEING DISCHARGED INTO A STREAM, POND, SWALE, OR CATCH BASIN.
11. SOIL STOCKPILE AND LAYDOWN AREAS SHALL HAVE PERIMETER SEDIMENT CONTROL MEASURES AND TEMPORARY OR PERMANENT STABILIZATION MEASURES INSTALLED AS SOON AS POSSIBLE AND AT COMPLETION OF STOCKPILING AND LAYDOWN ACTIVITIES. STOCKPILE SIDE SLOPES SHALL NOT EXCEED 3H ; 1V UNLESS APPROVED BY CONTRACTING OFFICER. TOP OF STOCKPILE SHALL BE GRADED WITH A MINIMUM 5% SLOPE TO INSURE PROPER DRAINAGE.
12. ALL DISTURBED AREAS, EXCEPT FOR CONCRETE AND PAVED AREAS, SHALL BE FERTILIZED, SEEDED AND MULCHED IN
ACCORDANCE WITH THE SPECIFICATIONS AND THE SEEDING SCHEDULE, AND RE-SEEDED AS NECESSARY, TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
13. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT THE DEPOSITION OF MATERIALS ONTO TRAVERSED OFFSITE ROADWAYS. IF MATERIAL IS TRACKED ONTO OFFSITE ROADWAYS, IT SHALL BE REMOVED IMMEDIATELY. DO NOT UTILIZE WATER TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT CONTROL DEVICE. PROPER PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT MATERIALS DEPOSITED ONTO OFFSITE ROADWAYS ARE REMOVED SO THAT THEY DO NOT ENTER YARD INLETS, CATCH BASINS, SEWERS, WETLANDS, SURFACE WATER BODIES, OR ROADSIDE SWALES.
14. WHERE CONCRETE EQUIPMENT WASHING IS REQUIRED, THIS MUST BE DONE IN AN APPROVED "CONCRETE CONTAINMENT AREA". CONTRACTOR SHALL NOT DISCHARGE ANY CONCRETE WASHOUT WATER INTO SEWERS, SURFACE WATER BODIES OR ONTO THE GROUND. ALL WASHOUT WATER MUST BE REMOVED FROM THE SITE(S) DAILY.
15. EARTHEN-MATERIAL STOCKPILES MUST BE LOCATED A MINIMUM OF 50' FROM STORM DRAINS AND STREAMS UNLESS
NO REASONABLE ALTERNATIVES ARE AVAILABLE.
16. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER WASTES MUST BE LOCATED A MINIMUM OF 50'
FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
17. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT CONTROL DEVICE.
WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE
SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, PERMITTING, AND OPERATION OF A DEWATERING SYSTEM AS REQUIRED FOR THE COMPLETION OF THE WORK. PROCEDURES FOR DEWATERING INCLUDING ASSOCIATED EROSION AND SEDIMENT CONTROL PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO ANY EARTHWORK OPERATIONS. ALL WATER REMOVED BY DEWATERING OPERATIONS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. CONTRACTOR MAY USE PORTABLE SETTLING TANK, SEDIMENT FILTER BAG, OR OTHER APPROVED METHOD TO SETTLE DEWATERING FLOW OF SEDIMENT BEFORE DISCHARGE. CONTINUOUS GROUNDWATER SAMPLING FOR MULTIPLE CONTAMINANTS PER SPDES UMBRELLA PERMIT
MUST BE COLLECTED BY CONTRACTOR WHILE DEWATERING ACTIVITIES ARE TAKING PLACE.
19. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS, AND CONTRACTING OFFICER HAVE GIVEN
PERMISSION FOR REMOVAL.
GENERAL:
1. CONTRACTOR SHALL REPLACE ANY LOST OR DAMAGED SIGNS
2. CONTRACTOR SHALL REPAINT OR REPLACE ROAD MARKINGS AFTER COMPLETION OF WORK.
3. SIGN LOCATIONS (AS SHOWN ON THE CONTRACT DRAWINGS) ARE APPROXIMATE. EXACT LOCATIONS TO BE
DETERMINED BY THE CONTRACTOR'S SURVEYOR, LICENSED IN THE STATE OF NEW YORK.
4. CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES, DEPARTMENTS, AND/OR AGENCIES HAVING JURISDICTION PRIOR TO COMMENCING WORK.
5. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES THAT ARE NOT INDICATED TO BE DEMOLISHED OR REMOVED. ANY DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT INDICATED TO BE DEMOLISHED OR REMOVED SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE AND SUBJECT TO CONTRACTING OFFICER APPROVAL.
NYCDEP WATER MAIN NOTES:
1. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL BE INSTALLED AND FURNISHED PER NYCDEP’S BWSO STANDARD WATER MAIN SPECIFICATIONS AND WATER MAIN STANDARD DRAWINGS AND AS SHOWN ON THE CONTRACT DRAWINGS. CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIALS FOR APPROVAL BY THE CONTRACTING OFFICER
PRIOR TO INSTALLATION.
2. WATER MAIN REPLACEMENT SHOULD FOLLOW DEP RESTRAINT LENGTH REQUIREMENT, AND ACTUAL LENGTH OF
REPLACEMENT WILL BE DETERMINED IN FIELD.
NYCDEP SEWER NOTES
1. ALL STORM AND SANITARY SEWER PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE INSTALLED AND FURNISHED PER NYCDEP’S BWSO STANDARD SEWER SPECIFICATIONS AND SEWER DESIGN STANDARDS AS SHOWN ON THE CONTRACT DRAWINGS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL REQUIRED MATERIALS FOR
APPROVAL BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
NYCDOT NOTES
1. ALL PAVEMENT, FENCING, CURB, AND SIDEWALK RESTORATION SHALL BE IN CONFORMANCE WITH NYCDOT’S STANDARD DETAILS FOR CONSTRUCTION AND HIGHWAY SPECIFICATIONS AND AS SHOWN ON THE CONTRACT DRAWINGS.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL REQUIRED MATERIALS FOR APPROVAL BY THE CONTRACTING
OFFICER PRIOR TO INSTALLATION.
2. PAVEMENT RESTORATION SHALL INCLUDE FULL DEPTH RESTORATION FOR ALL AREAS OF EXCAVATION INVOLVING THE REMOVAL OR DISTURBANCE OF THE CONCRETE BASE LAYER. FOR ALL OTHER AREAS SHOWN FOR PAVEMENT RESTORATION, WEARING COURSE SHALL BE REMOVED AND REPLACED IN KIND. ALL PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH NYCDOT STANDARD DETAILS FOR CONSTRUCTION AND HIGHWAY SPECIFICATIONS.
STORM SEWER NOTES:
1. ALL PROPOSED SEWER WORK SHALL BE DONE IN CONFORMANCE WITH THE LATEST STANDARDS OF THE DEPARTMENT
OF ENVIRONMENTAL PROTECTION (NYCDEP).
2. ALL EXISTING SEWER MANHOLES TO BE RETAINED WITHIN THE CONTRACT LIMITS SHOULD BE ADJUSTED AS NECESSARY, SO THAT THEY WILL BE FLUSH WITH THE FINISHED GRADES AFTER COMPLETION OF THE WORK. ANY OF THESE MANHOLES WHICH HAVE DAMAGED, WORN OR NON-STANDARD FRAMES AND COVERS SHOULD BE PROVIDED WITH NEW 27" CASTINGS IN ACCORDANCE WITH THE LATEST STANDARDS OF NYCDEP INCLUDING ANY NECESSARY MODIFICATIONS OF THE MANHOLE MASONRY. ANY DAMAGE TO THE MANHOLES CAUSED BY THIS WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AS DIRECTED BY THE CONTRACTING OFFICER, AND AT NO COST TO
THE CITY.
3. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING SEWERS DURING CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED BY THE CONTRACTOR AS DIRECTED BY THE CONTRACTING OFFICER, AT NO EXTRA COST TO THE CITY.
4. WHERE THE HEIGHT OF AN EXISTING MANHOLE PERMITS MORE THAN ONE BASIN CONNECTION TO BE MADE ON THE SAME WALL, SPECIAL PRECAUTION SHALL BE TAKEN TO PROTECT THE STRUCTURAL INTEGRITY OF THE MANHOLE. THE MINIMUM CLEARANCE BETWEEN THE OUTSIDE WALLS OF ANY TWO BASIN CONNECTIONS OR BETWEEN A BASIN
CONNECTION AND A SEWER, VERTICALLY OR HORIZONTALLY, SHALL BE 12 INCHES.
5. ALL EXISTING INLETS, BASINS AND CONNECTIONS WITHIN THE LIMITS OF THIS CONTRACT AND CONTIGUOUS THERETO ARE TO BE CLEANED, FLUSHED AND OTHERWISE MADE OPERABLE TO THE SATISFACTION OF THE CONTRACTING OFFICER. WHERE THE EXISTING BASIN CONNECTIONS ARE FOUND TO BE DAMAGED OR IN DETERIORATING CONDITION, THEY SHOULD BE REPLACED WITH NEW 12" DIAMETER DUCTILE IRON PIPE, CLASS 56, IN ACCORDANCE WITH THE LATEST
NYCDEP STANDARDS. DAMAGED AND NON-STANDARD CASTINGS SHOULD BE REPLACED WITH NEW STANDARD CASTINGS. EXISTING NON-STANDARD BASINS AT LOCATIONS WHERE BASINS ARE REQUIRED SHALL BE REPLACED WITH
NEW STANDARD BASINS. THE COST IS TO BE INCLUDED IN THE RESPECTIVE ITEMS.
6. ALL ABANDONED BASINS, INLETS AND DRAINAGE STRUCTURES AS SHOWN ON THE CONTRACT PLANS ARE TO BE BULKHEADED AND CUT DOWN TO TWO (2) FEET BELOW THE SUBGRADE AND FILLED WITH COMPACTED CLEAN SAND.
BASIN CONNECTIONS NOT REQUIRED SHALL BE PLUGGED AT BOTH ENDS. COST FOR THIS WORK SHALL BE DEEMED
INCLUDED IN PRICES BID FOR ALL SCHEDULED ITEMS.
7. CATCH BASINS SHALL NOT, UNDER ANY CIRCUMSTANCES, BE CONNECTED TO A SANITARY SEWERS.
8. ALL NEW CATCH BASIN CONNECTIONS SHALL BE CONNECTED TO EXISTING SEWERS AT MANHOLES, WITH 12" DUCTILE IRON PIPE, CLASS 56, WITH INTERNALLY LOCKED "PUSH-ON" JOINTS LAID ON 6" OF BROKEN STONE FOR THE ENTIRE WIDTH OF THE TRENCH AND FOR ONE-HALF THE PIPE DIAMETER. THE BROKEN STONE SHALL BE HARD UNWEATHERED STONE UNIFORMLY GRADED FROM 1/4" TO 3/4"IN DIAMETER. IT SHALL CONFORM TO COMMERCIAL 1/4" TO 3/4" STONE.
ALL NEW CATCH BASINS SHALL HAVE A HOOD ON THE OUTLETTING PIPE.
9. CATCH BASINS SHALL NOT BE LOCATED WITHIN PEDESTRIAN CROSSWALK LIMITS. CATCH BASINS NEAR BUS STOP PADS
SHALL BE LOCATED EITHER ENTIRELY WITHIN OR OUTSIDE OF BUS STOP PADS.
10. SLOPE ON ALL NEW CATCH BASIN CONNECTIONS SHALL BE A MINIMUM OF 1/2% AND A MAXIMUM OF 4% PROVIDED THE
TOTAL DROP BETWEEN THE BASIN AND THE BASIN/MANHOLE IS AT LEAST 6 INCHES.
11. CATCH BASINS IN THE PROJECT AREA SHALL BE MAINTAINED OPERABLE AT ALL TIMES. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO AVOID FILLING THE CATCH BASINS WITH DEBRIS WITHIN THE CONTRACT LIMITS DURING THE CONTRACT OPERATIONS. IF, AS A RESULT OF CONSTRUCTION, A FLOODING CONDITION OCCURS OR IN THE EVENT THE CONTRACTOR'S OPERATIONS DAMAGE OR BLOCK THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL AT HIS/HER OWN EXPENSE IMMEDIATELY REPAIR OR RESTORE THE DRAINAGE SYSTEM AS DIRECTED BY THE
CONTRACTING OFFICER AT NO EXTRA COST TO THE CITY.
12. ALL CASTING AND HARDWARE FROM THE EXISTING MANHOLES AND BASINS WHENEVER FOUND TO BE IN GOOD CONDITION, UPON EXAMINATION BY THE CONTRACTING OFFICER, SHALL REMAIN THE PROPERTY OF THE CITY AND
SHALL BE DELIVERED BY THE CONTRACTOR TO A DESIGNATED CITY-OWNED YARD.
13. CONTRACTOR SHALL PROVIDE TEMPORARY MEANS ( PIPES, PUMPS, ETC.) TO DRAIN ANY STORM WATER WHICH MAY DEVELOP WITHIN THE PROJECT LIMITS FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL SUBMIT A DRAINAGE SCHEME WHICH MUST BE APPROVED BY THE CONTRACTING OFFICER, PRIOR TO THE START OF EACH
CONSTRUCTION STAGE.
14. ALL EXISTING SEWERS AND SEWER HOUSE CONNECTIONS SHOULD BE CONTINUOUSLY MAINTAINED DURING CONSTRUCTION. IF ANY SEWER OR SEWER HOUSE CONNECTION IS TO BE DISCONNECTED FOR CONSTRUCTION PURPOSES, FLOW SHALL BE MAINTAINED BY FLUMING OR OTHER SUITABLE MEANS AS DIRECTED BY THE CONTRACTING OFFICER AND IN SUCH A MANNER THAT NO BACK-UPS OCCUR. EXISTING SEWERS, HOUSE CONNECTIONS OR OTHER SEWER APPURTENANCES WHICH ARE TO REMAIN, AND WHICH MIGHT BE DISTURBED FOR CONSTRUCTION PURPOSES, SHALL BE RESTORED TO THEIR PRESENT CONDITION AFTER COMPLETION OF THE WORK, AND DAMAGE DONE AS A
RESULT OF THE WORK SHALL BE REPAIRED AT NO EXTRA COST TO THE CITY.
15. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE BY TEST PITS, TELEVISION INSPECTION, OR ANY OTHER MEANS NECESSARY, FOR EACH AND EVERY HOUSE WITHIN THE LIMITS OF THE PROPOSED CONSTRUCTION, THE LOCATION AND ELEVATION OF THE HOUSE TRAPS, HOUSE CONNECTION, ETC, AND THE LOCATION OF THE EXISTING SEWER TO WHICH THEY ARE CONNECTED. BASED ON THE FINDING, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING, OF ANY ANTICIPATED DIFFICULTIES HE/SHE MIGHT ENCOUNTER IN RECONNECTING THESE EXISTING HOUSE CONNECTIONS TO THE PROPOSED AND EXISTING SEWERS.
HOUSE CONNECTION AND SEWER NOTES WITH RESPECT TO WATER MAIN INSTALLATIONS:
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE BY TEST PITS, TELEVISION INSPECTION, OR ANY OTHER MEANS NECESSARY, FOR EACH AND EVERY HOUSE WITHIN THE LIMITS OF THE PROPOSED WATER MAIN, THE LOCATION AND ELEVATION OF THE HOUSE TRAPS, HOUSE CONNECTION, ETC, AND THE LOCATION OF THE EXISTING SEWER TO WHICH THEY ARE CONNECTED. BASED ON THE FINDING, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IN WRITING, OF ANY ANTICIPATED DIFFICULTIES HE/SHE MIGHT ENCOUNTER IN RECONNECTING
THESE EXISTING HOUSE CONNECTIONS TO THE PROPOSED AND EXISTING SEWERS
2. ALL EXISTING SEWERS AND SEWER HOUSE CONNECTIONS SHOULD BE CONTINUOUSLY MAINTAINED DURING CONSTRUCTION OF THE WATER MAIN. IF ANY SEWER OR SEWER HOUSE CONNECTION IS TO BE DISCONNECTED FOR CONSTRUCTION PURPOSES, FLOW SHALL BE MAINTAINED BY FLUMING OR OTHER SUITABLE MEANS AS DIRECTED BY THE CONTRACTING OFFICER AND IN SUCH A MANNER THAT NO BACK-UPS OCCUR. EXISTING SEWERS, HOUSE CONNECTIONS OR OTHER SEWER APPURTENANCES WHICH ARE TO REMAIN, AND WHICH MIGHT BE DISTURBED FOR CONSTRUCTION PURPOSES, SHALL BE RESTORED TO THEIR PRESENT CONDITION AFTER COMPLETION OF THE WORK, AND DAMAGE DONE AS A RESULT OF THE WORK SHALL BE REPAIRED AT NO EXTRA COST TO THE CITY.
CLEARANCE REQUIREMENTS BETWEEN WATER MAINS AND SEWERS:
WITH RESPECT TO WATER MAIN INSTALLATIONS, THE REQUIREMENTS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF WATER SUPPLY & WASTEWATER COLLECTION, REGARDING CLEARANCES TO BE MAINTAINED
DURING THE COURSE OF CONSTRUCTION ARE AS FOLLOWS:
A) FOR WATER MAINS INSTALLED PARALLEL TO SEWERS:
WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE IS LESS THAN TEN (10) FEET, THE CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE SEWER SHOULD BE NOT LESS THAN SIX (6) FEET PLUS
ONE-HALF THE SEWER DIAMETER.
WHERE THE DEPTH OF THE BOTTOM OF THE SEWER CRADLE IS TEN (10) FEET OR MORE, THE CLEARANCE BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE EXISTING SEWER SHALL BE INCREASED ONE (1) FOOT FOR
EACH ADDITIONAL FIVE (5) FEET OF DEPTH OVER TEN (10) FEET, OR PORTION THEREOF.
B) FOR WATER MAINS CROSSING SEWERS:
WHEREVER THE CLEARANCE BETWEEN THE TOP OF AN EXISTING SEWER AND THE BOTTOM OF THE PROPOSED WATER MAIN, AT THEIR CROSSING, IS LESS THAN ONE (1) FOOT, THE WATER MAIN IS TO BE SUPPORTED BY A TRUSS ARRANGEMENT AND THE CLEARANCE SPACE IS TO BE FILLED WITH LAYERS OF COMPRESSIBLE MATERIAL TO AVOID EXCESSIVE BEARING PRESSURE ON THE SEWER PIPE. IN NO CASE, HOWEVER, SHOULD THIS CLEARANCE BE LESS THAN
SIX (6) INCHES.
10''
22''
16''
7''
8''
7''
14''
8''
6''
18''
10''
20''
14''
8''
20''
6'' 6''
14''
18''
9''
14''
14''
10''
14''
12''
10''
6''
18''
11''
11''
14''
11''
8''
6''
12''
6''
10''
12''
10''
12''
8''
18''
10''
12'' 30''
6''
10''
10'' 8''
7''
6''
10''
12'' 19''
13''
18''
12''
10''
8''
12''
10''
10''
30'' 16''
6''
14''
12'' 12'' 6''
14''
8''
4''
14''
6''
7''
8''
14''
10''
8''
14''
8'' 10''
28''
10''
48''
32''
24''
22'' 26''
30''
22''
10''
8''
10''
6''
FH
FH
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FH
W
ALL
WALL
WALLS
W
AL
L
W
AL
L
W
AL
L
WALL
W
ALL
W
ALL
W
ALL
W
ALL
WALL
W
ALL
WALL
W
ALL
W
ALLS
W
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WALL
WALL
WALL
W
ALL
WALLS
W
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W
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W
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WALL
WALL
W
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ALL
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U
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UU
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UU
U
U
U
U U
U
U
U
U
U
13"
2"
5"
4"
8/DOUBLE"
6"
4"
5"
3"
3"
3"
3"
4"
12"
3"
4"
4"
6"
4"
6"4"
4"
4/TRIPLE"
6/DOUBLE"
7"
4"
4"
8"
8"
10"
12"
4"
4"
5"
4"
12"
11"
6"
6"
4"
8"
4"
6"
12"
12"
10"
4"
12"
7"
10"
2"2"
3"
3"
6"
4"
3"
7"
2"
7"
6"
9"4"
3"
12"
8"
7"
6"
3"
10"
5"
3"
3"
3"
4"
5"
6"
6"
3"
12"
10"
2"
12"
8"
8"
12"
2"
2"
2"
3"
6"
15"
12"
4"
5"
10"
8"
6"
11"
10"
24/DEAD"
12"
24"
20"
8"
18"
18"
20"
17"
18"
20"
14"
12/DEAD"
27"
6"
4"
6"
10/DOUBLE"
8"
5/MULTI"
4/DOUBLE"
10/DOUBLE"
25/TRIPLE"
4"
4"
4"
4"
8"
12"8"
11"
4"
6"
6"
8"
8"
5"
4"
4"
6"
4"
4"
4"
5"
4/DOUBLE"
10/FALLEN"
8"
4"
8"
30"
8"
15"
14"
9"
14"
9"
10/FALLEN"
12"
14"
8"
8"
6"
8"
8"
15"
20"
8" TRIPLE
12"
15"
30"
40X30" TWIN
18"
12/8" TWIN
8"
6"
TREE DECIDUOUS
8"
7"
4"
8"
5"
9"
9"
9"
5"
5"
12"
10"
6"
10"
7"
8"
7"
6"
2"
9"
13"
3"
18"
W
W
S
S
S
S
S
S
W
S S
S
S
STOP S
S
S
W S
S
S
S
S
S
S
S
W
S
S
S
S
S
S
S
W
W
W
STOP
S
S
S
S
S
S
S
W
S
S
S
STOP
W
W
W
S
W
S
S
W
CB
GRTG = 5.73
STOP
S
S
S
SS
S
S
S
S
E
S
S
S
S
S
S
SS S
ONLYONLY
ONLYBUS E
CB
GRTG = 5.83
CO
CO
CO
S
6.3'' 3.5'' 12'' 3.5'' 8'' 4.8'' 7.2''
12.5'' 11.3'' 18'' 2''
14.4''
6.9''
14.5''
10.9''
4.7''
5.3''
22.8''
9.8''
24.7''
16''
7''
9.3''
9'' 10.6''
7.3''
12.4''
16.2''
17.5'' 14.7''
6.4''
6''
18.8''
17'' 12'' 10.5'' 9.5''
16.5''
6.7''
6.3''
7.5''
9.2''
13.2''
7.1''
15''
12.1''
37''
3''
24.5''
7.5''
13.4''
19'' 13.2''
11.4''
7.5''
9.2''
6.2''
7.7''
8.4'' 9.3''
7.3''
12.8''
11''
10''
14.6''
13.3''
12.3''
12.4''
6.2''
14.1''
12.1''
8.3''
17.1'' 23''
7.5''
6.9''
6.8''
13.2''
13.5''
8''
9.2''
9.3'' 11.4''
14.2''
6.8'' 10.8'' 14.8''
6.6''
6''
9.8'' 11.9''
11''
10.9''
25.1''
11.1''
12''
7''
13.7''
12.9''
8''
9.1'' 9.5''
9.5''
7.5''
11.7''
12.7''
7.5''
7.5''
6.7''
10.8''
11''
11.8''
11.1''
8''
8.1''
12.6''
8'' 6.5'' 8.3''
10.5''
28''
24''
8.7'' 6.6''
8.9''
21.7''
13.6''
16.5''
27''
10.1''
7.5''
27.6''
12.8''
44''
23.6''
9''
6.7''
12.5''
16.4''
19''
6.8''
6.5''
10.3''
7.1''
7.2''
12.1''
5''
14''
SAN
SAN
SAN
SAN
SD
E
8-PE-6 W
C -R
ET
USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE AND MAY CONTAIN INFORMATION THAT IS CONFIDENTIAL, PRIVILEGED AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW
. IF YOU ARE NOT THE INTENDED RECIPIENT,
YOU ARE HEREBY NOTIFIED THAT ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF ANY OF THE INFORMATION
THE DESIGN DOCUMENTS IN MACHINE-READABLE FORM IN THIS ATTACHMENT W
ERE PREPARED BY AND ARE THE
PROPERTY OF MATRIX NEW
W
ORLD ENGINEERING, P.C. THEY MAY NOT BE USED ON ANY OTHER PROJECT AND
MATRIX NEW
W
ORLD ENGINEERING, P.C., SHALL HAVE NO RESPONSIBILITY FOR OR LIABILITY IN CONNECTION W
ITH
THEIR UNAUTHORIZED USE IN ANY MANNER. DOCUMENTS IN MACHINE-READABLE FORM MAY VARY FROM THE HARD
COPIES OF THOSE DOCUMENTS FOR MANY REASONS INCLUDING, BUT NOT LIMITED TO, DEFECTS OR VARIATIONS IN
HARDW
ARE OR SOFTW
ARE, AND/OR INTENTIONAL OR UNINTENTIONAL ALTERATION OF DESIGN INFORMATION BY
THE RECIPIENT. ACCORDINGLY, MATRIX NEW
W
ORLD…
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