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EXISTING 2-BEDROOM
HOUSE
AREA ≈ 2,500 S.F.
DRIVEWAY
PROP. 45° BEND WITH CLEANOUT
PROP. NRB SYSTEM. 294 SF OF
AREA PROVIDED
PROP. POLYLOK DISTRIBUTION
BOX / SAMPLE PORT
PROP. INFILTRATOR QUICK4
PLUS STANDARD LP LEACHING
UNITS (TYP. OF 23)
44.2' OF PROP. 1
1
4
"Ø
SCH 80 PIPE
PROP. 1
1
4"
Ø SCH 80 INFLUENT
MANIFOLD PIPE
PROP. 50% EXPANSION AREA
(NOT INCLUDED IN CURRENT
SCOPE OF WORK)
PROP. 4"Ø PVC EFFLUENT
COLLECTION PIPE
EE
E
E
E
E
E
E
E
E
E
E
E
E
PROP. INFLUENT PUMP CONTROL PANEL
(CONTRACTOR TO OBTAIN POWER FROM
EXISTING CIRCUIT BREAKER PANEL IN BUILDING)
PROP. EFFLUENT PUMP CONTROL
PANEL (CONTRACTOR TO OBTAIN
POWER FROM EXISTING CIRCUIT
BREAKER PANEL IN BUILDING)
PROP. BURIED ELECTRIC LINE
(SEE SHT 3)
EXIST. SANITARY SYSTEM TO BE
ABANDONED AND REMOVED.
PROP.
1
4
" PLYWOOD
WALL WITH PVC LINER
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
O
H
EXIST. OVERHEAD
ELECTRIC LINE
WW
WW
EXIST. WATER LINE
57' OF PROP. 4"Ø PVC
SDR-35 PIPE (GRAVITY
BYPASS LINE)
4'
MIN
8
1
4
"
34"
SS
S
SS
4'
PROP. 1,500 GALLON SEPTIC
TANK WITH EFFLUENT PUMP
PROP. QUICK4 PLUS STD LP INFILTRATOR
CHAMBERS. (TYP. OF 24 CHAMBERS)
S
S
S
PROP. INFILTRATOR IM-540
EFFLUENT PUMP STATION
PROP. BURIED ELECTRIC LINE
(SEE SHT 3)
50
PROP. CLEANOUT
(TYP, SEE SHT 2)
PROP. BYPASS
BALL VALVE
PROP. 22° BEND WITH
CLEANOUT
SS
SS
SS
16' OF PROP 4"Ø PVC SDR-35
PIPE
25' OF PROP. 4"Ø SDR35 PIPE
APPROXIMATE LOCATION
OF EXIST. CIRCUIT
BREAKER PANEL.
CONTRACTOR TO CONFIRM
LOCATION.
PROP. JUNCTION BOX
(SEE SHT 3)
PROP. 22° BEND WITH
CLEANOUT
SSSSSS
S
SS
S
S
S
S
28.0'
32.0'
17.0'
PROP. JUNCTION BOX
(SEE SHT 3)
SITE LOCATION
650' ± TO
A ROAD
TWO (2) EXISTING
DRINKING WELLS.
Y
A
P
H
A
N
K
M
I
D
D
L
E
I
S
L
A
N
D
R
O
A
D
Drawing Number:
Sheet of
PWGC Project Number:
Title of Drawing:
Client:
Regulatory Reference Number:
County Tax Map Number:
Number Revision Description Revision Date
Project:
Project Address:
Unauthorized alteration or additionto this drawing and related documents
is a violation of Section 7209of the New York State Education Law
CONSULTANTS
Approved By
Drawn By
Designed By
Scale
Date Created
Date Submitted
630 Johnson Avenue. ● Suite 7
Bohemia ● NY ● 11716-2618
Phone: (631) 589-6353 ● Fax: (631) 589-8705
E-mail: [email protected]
PWGC
Strategic Environmental and Engineering Solutions
P.W. GROSSER CONSULTING, INC.
PWGC
FILE
NAM
E: J
:\Pro
jects
S-Z\
SBU
Ston
y Bro
ok\17
03\71
Yap
hank
Midd
le Isl
and R
d\71 Y
apha
nk M
iddle
Islan
d Rd -
San
itary
Plan
s (Re
desig
n) -
3-19
-19.d
wg (S
HT1)
PLOT
DAT
E/TI
ME:
Mar 1
9, 20
19-1
1:23a
m B
y: ms
lane
Contract Number:
NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY
1000 INNOVATION ROAD
STONY BROOK, NY 11794
71 YAPHANK MIDDLE ISLAND RD
PROPOSED LINED NRB
SANITARY SYSTEM
71 YAPHANK MIDDLE ISLAND ROAD
MIDDLE ISLAND, BROKKHAVEN
SUFFOLK COUNTY, NY
200-456-02-003 SBU1703
R02-18-0376
3
SBU1703
BAG -
MFS 6/11/18
BAG AS NOTED
SITE PLAN
OVERALL
1
1
VICINITY MAP
SCALE: NTS
PROPERTY INFORMATIONSITE: PROSSER PINES COUNTY PARK
71 YAPHANK MIDDLE ISLAND ROADMIDDLE ISLAND, NY 11953
SCTM #: 200-456-02-003
GROSS LOT AREA: 55.75 ACRES
BUILDING CLASSIFICATION: COUNTY PARK GWMZ # ZONE III (300 GPD/ACRE)
SITE
SYSTEM CALCULATIONSSEPTIC TANK DESIGN- TOTAL DESIGN FLOW FOR 2-BEDROOM HOUSE= 220 GPD
REQUIRED: 1,000 GALLON TANK FOR A 2 BEDROOM HOUSE PROVIDED: ONE (1) 1,500 GALLON TANK
NRB DESIGN-PROVIDE 294 SQ.FT. OF AREA:
HYDRAULIC LOADING:-DESIGN FOR 0.75 GAL/SQ.FT/DAYHYDRAULIC LOADING = 220 GPD / 294 SQ.FT. = 0.75 GAL/SQ.FT./DAY
INFILTRATOR QUICK4 PLUS STANDARD LP LEACHING DESIGN
REQUIRED: 330 GPD OF DAILY FLOW330 GPD / 1.2 GPD/SF = 275 SF
PROVIDED: INFILTRATOR EFFECTIVE WIDTH = 3 FTINFILTRATOR EFFECTIVE LENGTH = 4 FT3 FT X 4 FT = 12 SF275 SF / 12 SF = 22.9 UNITS23 INFILTRATOR CHAMBERS PROVIDED (92 LF OF TRENCH)
PARTIAL SITE PLAN
SCALE: 1"=10'
20100
SCALE: 1" = 10'
OVERALL SITE PLAN
SCALE: 1"=250'
5002500
SCALE: 1" = 250'
SCDHS APPROVAL BOX
NOTESGENERAL NOTES:1. ALL PROPOSED PIPING TO BE 4" Ø SDR-35, EXCEPT WHERE INDICATED.2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS.3. ALL ELEVATIONS ARE IN NAVD88.4. NO PROPOSED STORM DRAINS WITHIN 20' OF THE PROPOSED SANITARY SYSTEM.5. THERE ARE NO WELLS WITHIN 150' OF PROPOSED SANITARY SYSTEM.6. THERE ARE NO SANITARY SYSTEMS WITHIN 150 ' OF THE EXISTING WELL.7. ALL FORCE MAINS TO BE SCH 40 PVC.8. INFILTRATOR LEACHING SYSTEM SHALL BE INSTALLED WITH 2' BETWEEN ROWS.9. INFILTRATOR LEACHING SYSTEM TO BE INSTALLED ABOVE SP/SW SOILS. ALL OTHER SOILS BELOW TRENCH
MUST BE REMOVED AND REPLACED WITH SP/SW SOILS.10. THE TOWN OF SOUTHAMPTON WILL SUPPLY WOODCHIPS WITHOUT COST. THE CONTRACTOR SHALL HAUL
WOODCHIPS FROM THE TOWN'S FACILITY LOCATED ON 1370 MAJORS PATH, NORTH SEA FOR DELIVERY ANDINSTALLATION AT THE SITE. THE TOWN WILL LOAD THE WOODCHIPS ONTO A SUITABLY SIZED TRUCK.
11. CONTRACTOR TO OBTAIN UNDERWRITER CERTIFICATE FOR ALL ELECTRICAL WORK ASSOCIATED WITH THEPROPOSED SYSTEM.
12. CONTRACTOR SHALL COORDINATE THE WORK WITH SCDHS AND THE ENGINEER. CONTRACTOR SHALLNOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION.
13. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO THE INSPECTIONS BY THE ENGINEER AND SCDHS.
NITROGEN REDUCING
BIOFILTER (NRB)
I/A OWTS
DARK BROWN SAND
(SP)
GRASS, TOPSOIL (SM)
BROWN, FINE SAND
(SP)
0.5'
1.0'
4.42'
ELEV. 56.0
ELEV. 55.5
ELEV. 55.0
ELEV. 51.58
TEST HOLE # 1 DATA
JANUARY 16, 2019
P.W. GROSSER CONSULTING, INC.
0.0'
GRAY, FINE SAND (SP)
5.08'
ELEV. 50.92
G.W. ENCOUNTERED
Ø4.19"
3.25"
.93"
Ø4.25"
19.54"
RUBBER SEAL
END TWIST LOCKS INTO TOP OF
FILTER. (OPTIONAL POLYLOK
HANDLE EXTENSION KIT)
UNIVERSAL CLIP
PREVENTS FLOATING IN
ALL FILTER TEES
17.63"
POLYLOK FILTER - ZABEL A1800
SERIES (NSF 46 APPROVED)
BUILD
ING
INV. 56.0
EXISTING 4"DUCTILE IRONPIPE THROUGHFOUNDATIONWALL
GRADE
Drawing Number:
Sheet of
PWGC Project Number:
Title of Drawing:
Client:
Regulatory Reference Number:
County Tax Map Number:
Number Revision Description Revision Date
Project:
Project Address:
Unauthorized alteration or additionto this drawing and related documents
is a violation of Section 7209of the New York State Education Law
CONSULTANTS
Approved By
Drawn By
Designed By
Scale
Date Created
Date Submitted
630 Johnson Avenue. ● Suite 7
Bohemia ● NY ● 11716-2618
Phone: (631) 589-6353 ● Fax: (631) 589-8705
E-mail: [email protected]
PWGC
Strategic Environmental and Engineering Solutions
P.W. GROSSER CONSULTING, INC.
PWGC
FILE
NAM
E: J
:\Pro
jects
S-Z\
SBU
Ston
y Bro
ok\17
03\71
Yap
hank
Midd
le Isl
and R
d\71 Y
apha
nk M
iddle
Islan
d Rd -
San
itary
Plan
s (Re
desig
n) -
3-19
-19.d
wg (S
HT2)
PLOT
DAT
E/TI
ME:
Mar 1
9, 20
19-1
1:24a
m B
y: ms
lane
Contract Number:
NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY
1000 INNOVATION ROAD
STONY BROOK, NY 11794
71 YAPHANK MIDDLE ISLAND RD
PROPOSED LINED NRB
SANITARY SYSTEM
71 YAPHANK MIDDLE ISLAND ROAD
MIDDLE ISLAND, BROKKHAVEN
SUFFOLK COUNTY, NY
200-456-02-003 SBU1703
R02-18-0376
3
SBU1703
BAG -
MFS 6/11/18
BAG AS NOTED
DETAILS
2
2
SCDHS APPROVAL BOX
INFILTRATOR QUICK4 PLUS STANDARD LP CHAMBER (BID ITEM G)
SCALE: NOT TO SCALE
6" COVER
(MIN.)
34" 4'
8"
3.3" INVERT
4" PVC INLET
36" WIDE TRENCH
NATIVE BACKFILL
TOPSOIL
ESTABLISH
VEGETATIVE
COVER
GRADE TO
DRAIN
2' ABOVE
EXPECTED HIGH
GW ELEV.
INV. 53.74
(FROM POLYLOK DISTRIBUTION BOX VIA
GRAVITY. SPLASH PLATE TO RUN THE LENGTH
OF THE ROWS AND DISTRIBUTE EFFLUENT)
*HIGHEST EXPECTED GW EL. IS 5' BELOW
EXISTING GRADE, AS PER USGS DEPTH TO
GROUNDWATER VIEWER.
G.W. EL. 50.92±
GRADE EL. 55±
INV. 55.67
(FROM HOUSE CONNECTION)
1 1/4"Ø SCH 80 PVC
INV. 55.52
(TO SAND FILTER)
2" X 2" FIBERGLASS
SUPPORT (TYP.)
0.2 WALL
THICKNESS
PER
CODE
44"
LIQUID
DEPTH
3"
10.1"
FREEBOARD
4"Ø SDR-35
PVC
24"Ø CAST IRON LID AT GRADE (TYP 3)
INLET
16.9% AIR SPACE
PER SCDHS CODE
GRADE 58±
6" MIN
4"Ø SDR-35 GRAVITY BYPASS
LINE WITH EFFLUENT FILTER
INV. 55.42
(TO PUMP STATION)
INFILTRATOR IM-1530 1 COMPARTMENT SEPTIC / PUMP TANK
(BID ITEM C)
SCALE: NOT TO SCALE
TIMER ENABLE
INV. 54.25
LOW LEVEL ALARM
INV. 53.75
HIGH LEVEL ALARM
INV. 55.32
BOT. ELEV. 51.75
SIMPLEX POLYLOK STEP PUMP
VAULT. STEP SYSTEM INCLUDES
PUMP, FILTER, PIPING, FLOATS AND
CONTROL PANEL. (MODEL PL-STEP49)
G.W. EL. 50.92±
47" MAX
LIQUID DEPTH
QUICK DISCONNECT
AND CHECK VALVE
24"Ø CAST IRON COVER.
PROVIDE RISER TO GRADE
AS NECESSARY
ESTABLISH VEGETATIVE
COVER AND DIVERT SURFACE
DRAINAGE AWAY FROM TANK
1.5" HDPE DR11 DISCHARGE FORCE MAIN
TO POLYLOK DISTRIBUTION BOX
INV. 53.25
1" PVC CONDUIT WITH
TRANSDUCER AND POWER WIRES
FOAM VAPOR BARRIER
POWER LINE PUMP
FLOAT WIRES
PUMP
4"Ø SDR-35 INLET
FROM SAND FILTER
INV. 52.68
INSTALL ON 1" CONCRETE PATIO BLOCK
BOT. ELEV. 48.76
G.W. EL. 50.92±
PUMP ON
INV. 51.76
PUMP OFF
INV. 51.26
HIGH LEVEL ALARM
INV. 52.26
LOW LEVEL ALARM
INV. 50.76
SIMPLEX LIBERTY PUMP MODEL FL-30
OR EQUAL
GRADE 55.0
6" MIN
48" MAX
INFILTRATOR IM-540 PUMP TANK (BID ITEM D)
SCALE: NOT TO SCALE
NITROGEN REDUCING
BIOFILTER (NRB)
I/A OWTS
HIGHEST EXPECTED G.W. ELEV. 50.92'±
QUICK4 PLUS STANDARD LOW
PROFILE INFILTRATOR CHAMBER
BY INFILTRATOR WATER
TECHNOLOGIES.
CLEANOUT
INV. 56.0
HOUSE ELEV.60.0
BOT. ELEV. 51.75
TIMER ENABLE INV. 54.25
LOW LEVEL ALARM INV. 53.75
HIGH LEVEL ALARM INV. 55.32
FINISHED GRADE 57.1 ±
BOT. ELEV. 53.46BOT. ELEV. 53.6
INV. 53.74
DISTRIBUTION BOX
FINISHED GRADE 55 ±
EFFLUENT PUMP STATION
SAND FILTER
SEPTIC TANK WITH PUMP
INV. 54.0INV. 53.83
INV. 53.25
INV. 52.68
INV. 52.08
INV. 56.2INV. 55.52
INV. 55.67
EXISTING HOUSE CONNECTION
(BID ITEM B)
SCALE: NOT TO SCALE
POLYLOK DISTRIBUTION BOX (BID ITEM G)
SCALE: NOT TO SCALE
FRONT/SIDE VIEW
22.9"
13.91"
GRADE 55.0
INLET OUTLET
1.5" FORCE MAIN. PROVIDEINCREASER TO 4"ØINV. 54.0(FROM PUMP STATION)
4" PVC PIPEINV. 53.83(TO LEACHING FIELD)
DISTRIBUTION BOX DETAIL (BID ITEM G)
SCALE: NOT TO SCALE
INV. 55.42(GRAVITYBYPASS)
POLYLOK EFFLUENT FILTER DEVICE
(BID ITEM C)
SCALE: NOT TO SCALE
FINISHED GRADE 55 ±
SANITARY SYSTEM HYDRAULIC PROFILE
SCALE: N.T.S.
NOTE: CONTRACTOR TO PROVIDE DEADMEN AND TIEDOWNS AS NECESSARY FOR ANTI BUOYANCY PURPOSES
14' 7 12"
FINISHED GRADE 58.0 ±
BOT. ELEV. 48.76
240 VOLT, 1Ø SERVICE TO
SJE RHOMBUS CONTROL PANEL
2 #12, #12 GRD IN 3/4" PVC CONDUIT
EX. GROUND ROD
INFLUENT
PUMP
CONTROL
PANEL
INCOMING SERVICE,
200A, 1Ø, 120/240 VOLTS
UTILITY
METER
NEW 20 AMP, 2 POLE BREAKER
INFLUENT
PUMP STA.
POWER
JUNCTION
BOX
EXIST.
CIRCUIT
BREAKER
PANEL
INFLUENT
PUMP STA.
CONTROLS
JUNCTION
BOX
EFFLUENT
PUMP
CONTROL
PANEL
EFFLUENT
PUMP STA.
POWER
JUNCTION
BOX
EFFLUENT
PUMP STA.
CONTROLS
JUNCTION
BOX
240 VOLT, 1Ø SERVICE TO
SJE RHOMBUS CONTROL PANEL
2 #12, #12 GRD IN 3/4" PVC CONDUIT
NEW 20 AMP, 2 POLE BREAKER
NOTE:
1) BURIED ELECTRICAL POWER CONDUITS SHALL BE
A MINIMUM OF 24 INCHES BELOW GRADE WITH
WIRING TAPE 6" ABOVE.
2) ALL ELECTRICAL WORK TO BE PERFORMED IN
ACCORDANCE WITH NEC.
3) ALL CONTROL PANELS AND JUNCTION BOXES TO
BE NEMA 4X.
4) ALL CONTROL PANELS SHALL BE EQUIPPED WITH
A 120V GFI RECEPTACLE.
5) ALL ELECTRICAL WORK SHALL BE CLEAN, PLUMB
AND LEVEL TO THE SATISFACTORY OF SUFFOLK
COUNTY PARKS DEPARTMENT.
LINED NRB SYSTEM
SECTION A-A (BID ITEM E)
SCALE: NTS
Drawing Number:
Sheet of
PWGC Project Number:
Title of Drawing:
Client:
Regulatory Reference Number:
County Tax Map Number:
Number Revision Description Revision Date
Project:
Project Address:
Unauthorized alteration or additionto this drawing and related documents
is a violation of Section 7209of the New York State Education Law
CONSULTANTS
Approved By
Drawn By
Designed By
Scale
Date Created
Date Submitted
630 Johnson Avenue. ● Suite 7
Bohemia ● NY ● 11716-2618
Phone: (631) 589-6353 ● Fax: (631) 589-8705
E-mail: [email protected]
PWGC
Strategic Environmental and Engineering Solutions
P.W. GROSSER CONSULTING, INC.
PWGC
FILE
NAM
E: J
:\Pro
jects
S-Z\
SBU
Ston
y Bro
ok\17
03\71
Yap
hank
Midd
le Isl
and R
d\71 Y
apha
nk M
iddle
Islan
d Rd -
San
itary
Plan
s (Re
desig
n) -
3-19
-19.d
wg (S
HT3)
PLOT
DAT
E/TI
ME:
Mar 1
9, 20
19-1
1:26a
m B
y: ms
lane
Contract Number:
NEW YORK CENTER FOR CLEAN WATER TECHNOLOGY
1000 INNOVATION ROAD
STONY BROOK, NY 11794
71 YAPHANK MIDDLE ISLAND RD
PROPOSED LINED NRB
SANITARY SYSTEM
71 YAPHANK MIDDLE ISLAND ROAD
MIDDLE ISLAND, BROKKHAVEN
SUFFOLK COUNTY, NY
200-456-02-003 SBU1703
R02-18-0376
3
SBU1703
BAG -
MFS 6/11/18
BAG AS NOTED
DETAILS
3
3
SCDHS APPROVAL BOX
ELECTRICAL ONE LINE DIAGRAM (BID ITEM H)
SCALE: NOT TO SCALE
POLYLOK EQUALIZER
PART NO. - 3049
MATERIAL - FILLED POLYPROPYLENE
GEAR AND RACK
PROVIDES POSITIVE ONE
TIME LEVELING
RIBS THAT PROVIDE
FRICTION FOR ALL FITTED
4"Ø PIPE ID
SELF LEVELING WEIR
SHAPE
END CAP LEVELING DEVICE (BID ITEM G)
SCALE: NOT TO SCALE
QUICK4 PLUS STANDARD LP
INFILTRATOR CHAMBERS.
(6 ROWS OF CHAMBERS)
4" Ø PERFORATED PVC
EFFLUENT PIPE WITH
PEASTONE UNDERLAIN
INV. 52.93
30 MIL HDPE LINER OR EQUIVALENT
OVER
1
4
" PLYWOOD FRAME
NITRIFICATION SAND
(ASTM-33) LAYER
DENITRIFYING WOODCHIP LAYER.
(0.25-INCH TRIPLE GRIND MIXTURE OF
PINE AND OAK, OR EQUIVALENT)
6" LAYER OF TOPSOIL
1% SLOPE (TYP.)
INV. 52.93
INV. 54.43
INV. 55.93
INV. 56.60
*HIGHEST EXPECTED GW EL. IS 5' BELOW
EXISTING GRADE, AS PER USGS DEPTH TO
GROUNDWATER VIEWER.
G.W. EL. 50.92±
8
1
4
"
LYSIMETER FOR SAMPLING
(TYP OF 12)
LYSIMETER DETAIL (BID ITEM E)
SCALE: NOT TO SCALE
GRADE 51.0
LYSIMETER PAN 2"Ø PVC PIPE
4" DEEP SUMP
PVC CAP AT GRADE
NITROGEN REDUCING
BIOFILTER (NRB)
I/A OWTS
A
A
8
1
4
"
34"
4'
1
1
4
" Ø SCH 80 INFLUENT
PIPE MANIFOLD
SS
4" Ø PVC COLLECTION
PIPE
18' 4.5"
1/4" PLYWOOD
WALL WITH 30
MIL HDPE LINER
QUICK4 PLUS STANDARD
LOW PROFILE
INFILTRATOR CHAMBER
BY INFILTRATOR WATER
TECHNOLOGIES. (TYP OF
21)
16'
LINED SAND FILTER
PLAN VIEW (BID ITEM E)
SCALE: NTS
ALDERON APS SIMPLEX CONTROL PANEL SPECIFICATION DETAIL
(BID ITEM H)
SCALE: NOT TO SCALE
1 1/4" Ø SCH 80 FORCE
MAIN.
FROM SEPTIC TANK
TO EFFLUENT
PUMP STATION
CODE COMPLIANCE NOTES
CODE REFERENCE APPLIED2017 UNIFORM CODE
WORK DESCRIPTIONUPGRADE OF EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM TO AN ADVANCEDON-SITE SEWAGE TREATMENT SYSTEM.
CHAPTER 5 - CLASSIFICATION OF WORKSECTION 503.1 AND 504.1 - SCOPEALTERATION LEVEL 1 AND 2 AS DESCRIBED IN SECTION 503 AND 504 SHALL COMPLY WITH THEREQUIREMENTS OF CHAPTERS 7 AND 8 OF THE 2015 INTERNATIONAL EXISTING BUILDING CODE.
CHAPTER 7 - ALTERATIONS - LEVEL 1SECTION 702.6 - MATERIALS AND METHODSALL NEW WORK SHALL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS IN THEINTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CONSERVATION CODE, INTERNATIONALMECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE, AS APPLICABLE, THAT SPECIFY ANYMATERIAL STANDARDS, DETAIL OF INSTALLATION AND CONNECTION, JOINTS, PENETRATIONS, ANDCONTINUITY OF ANY ELEMENT, COMPONENT, OR SYSTEM IN THE BUILDING.
CHAPTER 8 - ALTERATIONS - LEVEL 2SECTION 801.3 - COMPLIANCEALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEM AND SPACES SHALL COMPLY WITH THEREQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. NEWLY INSTALLED ELECTRICALEQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 808.SECTION 808.1 - NEW INSTALLATIONALL NEW INSTALLED ELECTRICAL EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORKAREA SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70 EXCEPT AS PROVIDED FORIN SECTION 808.3.CHAPTER - SAFEGUARDS DURING CONSTRUCTIONSECTION 1501.1 - SCOPETHE PROVISIONS OF THIS CHAPTER SHALL GOVERN SAFETY DURING CONSTRUCTION THAT ISUNDER THE JURISDICTION OF THIS CODE AND THE PROTECTION OF ADJACENT PUBLIC ANDPRIVATE PROPERTIES.SECTION1501.6 - PROTECTION OF PEDESTRIANSPEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES ASREQUIRED BY SECTIONS 1501.6.1 THROUGH 1501.6.7 AND TABLE 1501.6. SIGNS SHALL BE PROVIDEDTO DIRECT PEDESTRIANS TRAFFIC. BARRIERS SHALL BE PLACED AS REQUIRED BY SECTION 1501.6.4OF THIS CHAPTER.SECTION 1501.6.7 - ADJACENT TO EXCAVATIONSEVERY EXCAVATION ON A SITE LOCATED 5 FEET OR LESS FROM THE STREET LOT LINE SHALL BEENCLOSED WITH A BARRIER NOT LESS THAN 6 FEET HIGH. WHERE LOCATED MORE THAN 5 FEETFROM THE STREET LOT LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE CODEOFFICIAL. BARRIERS SHALL BE ADEQUATE STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED INCHAPTER 16 OF THE INTERNATIONAL BUILDING CODE.SECTION 1502 - PROTECTION OF ADJOINING PROPERTYADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGED DURINGCONSTRUCTION AND DEMOLITION WORK.
CODE REFERENCE APPLIED2016 INTERNATIONAL PLUMBING CODE ALL PROPOSED PLUMBING WORK SHALL COMPLY WITH THE2016 INTERNATIONAL PLUMBING CODE.
CODE REFERENCE APPLIED2017 NATIONAL ELECTRICAL CODE (NFPA 70) ALL PROPOSED ELECTRICAL WORK SHALL COMPLYWITH THE 2017 NATIONAL ELECTRICAL CODE.
8
1
4
"
S S S
SS S
S S S
SS S
S S S
SS S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSS
FIELD BUILT LYSIMETER DETAIL (BID ITEM E)
SCALE: NOT TO SCALE
LYSIMETER
LOCATIONS (TYP
OF 12), SEE SHT
3
INV. 53.43
1
1
4
" Ø PRESSURE
DISTRIBUTION LATERAL
2"
12" x 12"
DRAIN FITTING
ELECTRICAL JUNCTION BOX DIAGRAM
(BID ITEM H)
SCALE: NOT TO SCALE
GRADE = 57.1 ±
2' MIN.