SW8011020_APPROVED PLANS_20020306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q l�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 02 0 30 h
YYYYMMDD

n
UNC=CH / NC STATE MARINE SCIENCE FACILITIES
Morehead City, North Carolina
CODE: 49524 ITEM: 306 I.D. 6095240306D PROJECT NO, 95053,03 MARCH 12, 2001
OOBRIEN/ATKINS ASSOCIATES, P.A.
Architect, Landscape Architect, Mechanical and
Electrical Engineers and Interior Designer
P.O. Box 12037, Research Triangle Park, NC 27709
N.L. PETTIT & ASSOCIATES
Fire Protection Engineer
Raleigh, NC 27607
BURNETTE ARCHITECTURE &PLANNING
Associated Architect
Pine Knoll Shores, NC
GKC ASSOCIATES
Structural Engineer
Durham, NC 27709
STROUD ENGINEERING, P.A.
Civil Engineer
Morehead City, NC 28557
FISHERIES RESEARCH LAB 8. SHOP BUILDING REPLACEMENT
BUILDING CODE SUMMARY
IESIGMER OF eRo
IEStGfFR 1 x
Architectural
Electrical
Plumbing
Mechanical
Structural
Sprinkler -Standpipe
Fire Alarm
Civil
BUILDING DATA
LICENSE / TELEPHONE #
7
/ 21§_
/ 15279
/ 15279
/ 4396
/ 11242
/ 21859
/ 13343
Occupancy. ❑ Assembly
Gt1 Business ❑ Educational ❑ Mercantile
❑ Hazardous
❑ Factory -Industrial ❑ Institutional (unrestrained)
❑ Institutional (restrained) Use Condition
❑ Residential
Gd Storage
Mixed Occupancy! (9 / No
Separation: 2 Hr.
Construction Type: I _ II _ III
_ IV(UP) ,( IV(p) _ V(Up) _ M(p) _ M(Up) _
Mixed construction? Yes / ®o Type
Sprinkled? (/ No
(13 13R 13D): NFPA 13
Fire district? (/ No
Building Height: 35-8'
Feet 1 Number of Stories
Mezzanine: / No
High Rise? Yes / No
Gross Building Area:
(Foo{�tint) Sq. Ft.
1st Floor
8.5 3
Mezzanine
646
2nd Floor
844
Total Gross Area:
9.803 Sq. Ft.
Area Increase: Yes / No
Yes: code reference:
Calculations:
FIRE RESISTANCE RATINGS Required Detail / X Wall Design No.
Hourly & sheet /
Opening
for Rated
Assemblies
Party/Firewalls:
n a
Exterior Bearing Walls:
North
1
Ni.
South
1
NL
East
1
NL
Exterior Non -bearing Walls:
North
South
NC
NL
East
NC
L
i
NC
10�X
Required Detail
Design No.
Design No.
Hourly dt sheet
for Rated
for Rated
Penetrations
Assemblies
Interior Walls:
Bearing
NC
Non -bearing
none
Tenant Separation
N a
Ceiling -Floors Assembly.
Beams:
NC
Columns:
Ceiling -Roof Assembly.
N
Vertical Shafts:
Chases-P.E.M,:
1
n2
Mixed Occupancy Separation:
Tenant Separation:
n a
Exit Access Corridors:
Business areas
none - per 704.2.
Storage areas
1
LIFE SAFETY SYSTEM:
Emergency Lighting and Exit Signs Ye / No
Fire Alarm and Smoke Detection Systems e®/ No
Panic Hardware / No
EXIT REQUIREMENTS:
Dead end limit / maximum condition 20 0 Feet
Travel distance to exit / maximum condition 250 B3 1''eet
Number exits:
Total square footage of floor divided by nel per
occupancy -=- Total number of people on floor.
Number of doors provided 7 , number of doors required 5 .
SEE CALCULATIONS THIS SHEET
DESIGN LOADS:
Roof live load: 20 psf.
Wind: Zone 100 mph. Importance Factor 1.D5
ASCE-7 -88 Exposure 0
Floor: 100 psf,
Snow: Ground PG = 10 psf
Lateral Design Control: Earthquake Wind
-]ii_
Calculated Wind Base Shears (for MWFRS): Part A: Part 8:
Vx= 69 kip 63 kip
Vy= 145 kip 65 kip
SEISMIC PERFORMACE CATEGORY A
Compliance with Section 1607.16.1.1 Ties and Continuity X
SEISMIC PERFORMACE CATEGORY B&C
Provide the following Seismic Design Parameters:
Effective peak velocity -related acceleration Av=
0.075
Peak acceleration coefficient Al
0.075
Seismic Hazard Exposure Grasp SHEG=
8
Seismic Performance Group SPC=
Site coefficient S=
1.0
Basic structural system (check one)
G218earing wall
❑ Building frame
❑ Moment Frame
❑ Dual w/Special Moment Frame
❑ Dual w/Intermediate R/C or Special Steel
❑ Inverted Pendulum
Part A:
Part 8:
Response modification factor
Rx= 5.0
4.5 -
Ry= 4..5
4.5
Deflection amplification factor
Cdx= 4.5
4.0-
cdy= 4.0
4.0
Building Height limit, feet
H= NL
NL
Seismic base shear
V= 52 kip
24 kip
MODAL ANALYSIS PROCEDURE
Modal base shear
Vt=
n a
ELF procedure base shear
V=
n a
Architectural, Mechanical, Components anchored per force
Cl
Yes / No
SOIL BEARING CAPACITIES
Field Test (provided copy of test report)
2500 psf.
Presumptive Bearing Capacity
psf.
Pile size, type, and capacity
psf.
PARKING SPACES: 0 Required 0 Provided
Handicap spaces 0 provided (13' wide and R7-8 sign)
Special approval by Department of Insurance or by Local
Jurisdiction, describe below:
OCCUPANT LOAD CALCULATIONS:
Area
Area per
Minimum
OCCUPANCY:
(net or gross
occupant
occupant
Sq. ft.):
(sq. ft.):
load:
8 Business Occupancy (Lob)
5,404 gross
/ 50
108
8 Business Occupancy (Mach, Rm,) 844 gross
/ 300
3
8 Educational Occupancy (Shop)
2,853 net
/ 50
57
Total Occupant Load, First Floor
16B
Mezzanine storage area
546 gross
/ 300
3
Total Occupant Load
171
EMT DOOR REQUIREMENTS:
No. of exits based on Occupant Load, per 1004.2.2:
Laboratory 2
Shop 2
No. of exits from Mechanical 201 per 1020.1: 1
Total No. of Doors Required 5
STAIR CALCULATIONS:
Population (Maximum on one Floor) = 3 Persons
3 Persons x 0.37 in./ Person (Stair) = 0.1' Stair width required
36" Min. Stair Width per Table 1004, Note 10
ENERGY REQUIREMENTS
ENERGY REQUIREMENTS
METHOD OF COMPLIANCE:
Prescriptive i6 Performance ❑ Energy Cost Budget ❑
Roof/ceiling Assembly No. 1
Description of assembly
Steel roof joist/ 1 1/2' metal deck/ rigid Insulation/
standing seam metal roof
U-Value of total assembly
0.23
R-Value of insulation
R-15
Skylights in assembly
No
Roof/ceiling Assembly No. 2
Description of assembly
Steel roof joist/ 1 1/2' metal deck/ rigid insulation/
5/8' gyp sheathing single -ply membrane
U-Value of total assembly
0.23
R-Value of insulation
R-15
Skylights in assembly
No
Exterior Wall Assembly
Description of assembly
Concrete masonry cavity wall w/ rigid insulation
U-Value of total assembly
0.0
R-Value of insulation
R-7.5
Openings (windows or doors with glazing)
U-Value of assembly
0.31
shading coefficient
0.19
projection factor
low a required, if applicable
Yes
Door R-Volues
0.92
Walls adjacent to unconditioned
space (each assembly) N/A
Walls below grade (each assembly) N/A
Floors over unconditioned space
(each assembly) N/A
Floor slab on grade
Description of assembly
4' Concrete slab / vapor barrier / 4" sand base
U-Value of total assembly
0.071
R-Value of insulation
R-12
Horizontal / vertical requirement
slab heated
N/A
DESIGNER STATEMENT:
To the best of my knowledge and belief, the design of this building complies with the
thermal enveloZruirent f the North Carolina State building Code, Volume X- Energy
SIGNED:
NAME: ae
TITLE: Project Architect
INDEX OF DRAWINGS
CIVIL
ARCHITECTURE
PLUMBING
HVAC
ELECTRICAL
C-1 SITE PLAN
A1.1
FIRST FLOOR PLAN
P0.1
PLUMBING SCHEDULES
& LEGEND
HVACO.1
LEGENDS, SYMBOLS, ABBREVIATIONS AND
E1.1
ELECTRICAL SCHEDULES, NOTES, DETAILS
C-2 GENERAL GRADING, DRAINAGE, STORMWATER
A1.2
MEZZANINE, SECOND FLOOR & LOW ROOF PLAN
P1.0
FIRST FLOOR PLAN -
PLUMBING - DWV
INSTRUMENT IDENTIFICATIONS
E2.1
LIGHTING PLAN - FIRST FLOOR
MANAGEMENT AND EROSION CONTROL PLAN
A1.3
ROOF PLAN & DETAILS
P1.1
FIRST FLOOR PLAN -
PLUMBING -
HVAC1.1
FIRST FLOOR PLAN - DUCTWORK
E2.2
LIGHTING PLAN - SECOND FLOOR
C-3 ENLARGED GENERAL GRADING, DRAINAGE,
A1.4
PUMP HOUSE PLAN & PARTIAL SITE PLAN
WATER & COMPRESSED AIR
HVAC1.2
FIRST FLOOR PLAN - HVAC PIPING
E3.1
POWER PLAN - FIRST FLOOR
STORMWATER MANAGEMENT AND
EROSION CONTROL PLAN
A2.1
ELEVATIONS
P2.0
SECOND FLOOR PLAN -PLUMBING
HVAC2.1
SECOND FLOOR PLAN - HVAC
E3.2
POWER PLAN - SECOND FLOOR
C-4 WATER / SEWER PLAN
A3.1
BUILDING SECTIONS
P3.0
DETAILS, PUMP HOUSE
PLUMBING PLAN AND
HVAC3.1
DETAILS
E4.1
DETAILS, SINGLE LINE DIAGRAMS
PARTIAL SITE PLAN
- AIR + FSW PIPING
C-5 MECHANICAL SITE PLAN
A3.2
WALL SECTIONS
HVAC3.2
DETAILS
E4.2
PANELBOARD SCHEDULES
LANDSCAPE
LA-1 EXISTING CONDITIONS/DEMOLITION PLAN
LA-2 LAYOUT PLAN
LA-3 DETAILS
A3.3 WALL SECTIONS
A6.1 DOOR SCHEDULE & ROOM FINISH SCHEDULES
STRUCTURAL
S1 FOUNDATION PLAN
S2 SECOND FLOOR & LOW ROOF FRAMING PLANS
S3 HIGH ROOF FRAMING PLAN/
PUMPHOUSE FOUNDATION PLAN
S4 DETAILS
lI DWV RISER DIAGRAM
P4.0 PENETRATION DETAILS
FIRE PROTECTION
FP-1 FIRST FLOOR SPRINKLER PLAN
FP-2 MEZZANINE & SECOND FLOOR SPRINKLER PLAN
FP-3 FIRST FLOOR PIPING PLAN
FP-4 MEZZANINE & SECOND FLOOR PIPING PLAN
HVAC3.3 PENETRATION DETAILS
HVAC4.1 SCHEDULES AND SCHEMATICS
E4.3 PENETRATION DETAILS
E5.1 ELECTRICAL SITE PLAN
ELECTRICAL SYSTEM AND EQUIPMENT
METHOD OF COMPLIANCE:
Prescriptive 121 Performance ❑ Energy Cost Budget ❑
Total exterior Wattage allowance
Total exterior Wattage specified
1.55 Watts/Sq. Ft.
Total interior Wattage allowance
Total interior Wattage specified
1.26 Watts/Sq. Ft.
DESIGNER STATEMENT:
To the best of my kn ge and belief, the design of this building complies with the
thermal envelope r ants of
orth Carolina� State building Code, Volume X- Energy
SIGNED:
NAME: Thomas M. Montgomery
TITLE: Electrical Engineer
MECHANICAL SYSTEMS, SERVICE
SYSTEMS AND EQUIPMENT
METHOD OF COMPLIANCE:
Prescriptive [9 Energy Cost
Budget ❑
Thermal Zone
III
Exterior design conditions
winter dry bulb
20' F
summer dry bulb
89*170' F (adjusted for local conditions - lab use)
Interior design conditions
winter dry bulb
70' F
summer dry bulb
75' F
relative humidity
50%
APPROVED
Buildingheating load
g
628.3 M8H
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
pIYISIOMOFWATEC)e7 QUALITY A �
Buildingcooling load
9
71.5 TONS (N,�� Zc::oL
Mechanical Spacing Conditioning
System
Unitary
N/A
Boiler
N/A existing equipment
Chiller
N/A existing equipment
List equipment efficiencies
Refer to Schedules on Drawing HVAC5.1
Equipment schedules with motors (mechanical systems)
Refer to Schedules on Drawing HVAC5.1
DESIGNER STATEMENT:
To the beat of my knowledge and belief, the design of this building complies with the
thermal envelope requirements/ of the North Carolina State building Code, Volume X- Energy
SIGNED:
NAME: Gregory A. Mills
TITLE: Mechanical Engineer
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200 GAL./TON OF MULCH I \ i.
SEEDING MIXTURE -------- � � I I 1 1 � � \``\ AYS I, � ;� 1
(FEBRUARY 1 -APRIL 30) i II i LA ,1, \` % 'll 111\t\\' '111 I \ \ -P ---- �— r��-r-•;-_+,-- %;',; ;�1 II �,,, -'I 'I J '
TALL FESCUE---------------------- 50 LBS./AC .- - - - - -- - `� \� ° -
PENSACOLA BAHiAGRASS---------10 LBS./AC / '/ �`'- -
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KOREAN OR KOBE LESPEDEZA ! SCAR IF IED I---SQ LBS. /AC i I \n \ \ I 1 , o r I I ''"`---- " - "' ,`I', T DISTURBANCE I Y /.%� "r' J �'' U
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TALL FESCUE--------------------- 50 LBS./AC I\I c I , ,/ AP; a nLY "
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BROWNTOP MILLET----------- 25 LBS. /AC I \\ \ \ ' , , - \ I III 1 1 1 I I - _
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RYE (GRAIN) --- _____' 25 LBS./AC r1' I i% -Io- -
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA w I I, \ `S • Ir-_-, i�'"
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SDMH =STORM DRAIN MANHOLE
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A:CEE V. iO 4, 00• S
TOP ELEV. fO. SO
FLOW DISTRIBUTION DEVICE
6' i : ' FLOW DISTRIBUTION DEVICE NTS SECTION viEw
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(OVERFLOW PIP[) T E (INLET PIP[) F
TIME SEQUENCE) OF OPERATIONS LONIGI TDD IN 9LTFE D 5., \
f0 000 GAL . '. .. e "'",:\ \ f:r'/'
. PUMP TANK ii4
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, `. "� h i11. • \ „I A,l.,,tl' .,• \` !' w [ ,,I,t r
A, INITIAL ACTIVITIES: $.Do• 10 VEGETATIVE SWALE
I 1 • INITIATE CLEARING AND GRUBBING OPERATIONS. ELEVATION VIEW, " _ REFE'::RENCE ORAw t NG5:
2• ROUGH GRADE. CONSTRUCT DRAINAGE SWALES.I II
. AND INSTALL STORMWAT R CO Y 12' CPP FROM COLLECTION SYSTEM FLOW CONTROL Box VIEW LA-'I,LA-2. C-3.' P1.0. P1.1 .P3.0. E5.1
E ELECTIONS STEM
3. SEED DRAINAGE SWALES AND LINE WiTH EXCELSIOR scALE. t'-z'
CAST IN PLACE BOOT m BUILDING WALL GENERAL NOTES
EROSION CONTROL BLANKET u' sco• PERFORATED ALUMINUM
NEMA 4x CONTROL PANEL W/ 60 EAMPR- II CMP PIPE LAW" DIA HOLES EVERY
4. INSTALL WATER AND SEWER SYSTEM• PLAN VIEW NOTE) I MAIN BREAKER. AND
PROVIDE SI WEATHER- TOTAL TRACT AREA m 6.65 ACRES
5. SEED ALL D i STUBBED AREAS EXCEPT AREAS FOR BLDG. PADS 1 I ALL ELECTRICAL WORK SHALL DI IN PROOF AUDIBLE AMU VISIBLE ALARM. LENS' AROUND A 6 2.6" ALONG
I4
. ACCORDANCE W/ NEC LATEST EDITION CONTROL PANEL SMALL BE LOCKABLE !' LENGTH Or-' PIPE) AND WRAPP[o IN PROJECT AREA 0.22 ACRES
11 .24 VIA. CAST IRON RING AND _ W/ HASP AND KEYED LDCK. THE PANEL 2' I-2 ASPHALT •••••� WOVEN FAMIC NEW INPERYf0U5 AREA c
1.PRECAST SHALL ALSO BE EQUIPPED WITH A DUPLEX \wcgvEM Fw, wSLO►EO 0• PZ ACRES
B. INSPECTION, OHOLDOPODNTTURBANCE. COVER. ELEV. 10.50 COHERE TE 'W 71 SOUARECMINS OPENING 0 120 V CONVENIENCE OUTLET, Whin Iwopl Nwrl`,111umllumy„ wurwnnm�,ltt .maw( l INF (LTRAT iDN YOLUMN REQUIRED m 1194.00 CF . RECEIVED
CONTRACTOR SHALL N07 PROCEED WITH ANY IMPERVIOUS RISER - j. ✓i r.3� wk , i I`'u".'-'r' RATION VOLUMN PROVIDED = 1836.00 CF
SURFACE CONSTRUCTION INCLUDING BUILDING FOUNDATIONS. SLABS. ¢� 6.B,Cs TONG I ' ,' ° 1NFILT
ar n ELEV. f0.50 ^ \ h ' ',1 ,I"•
SIDEWALKS OR PARKING UNTIL "ITEM A" INITIAL ACIVITIES ARE TORwPALVLcaNTRAGTOR ` «�I'�I, ,?mot, , �I I I FILTER ENO WETLANDS EXIST ON SITE IUMt �A`N25YUUP
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ONE
+I. III 6" 41-- AROUND GRAVEL BED
COMPLETED AND A LETTER FROM THE PROJECT. ENGINEER INDICATING - o ELECTRICAL " T 'c.' nwq
THAT PERMIT REQUIREMENTS ARE MET I$ RECEIVED. _� — colYoulT r INvY n.5o PROJ+It`L'�/C)� fG✓'C7
C. FINAL ACTIVITIES NOTE: --W\ /,'.'r ,:EXIST1FWbRAI. 1 I
SEAL ALL TANK \
1 . CONSTRUCT BUILDINGS PENETRATiONIS GATE VALVE --2' SCH-40 . : , I A , � ,.;r .
I III. PVC FORCE MAIN
2. CONSTRUCT PARKING LOT. SIDEWALKS'. AND WALKWAYS. 2" CHECK VALVE TO INFILTRATION I
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4. COMPLETE FINAL LANDS1.CAPING. _______� �__._—_..
,2' POLYDRAIN PART NUMBER B6D S T 0 R M W A T E R M A N A G E M E N T
21 SCH BO PVC ASPHALT PAVEMENT WITH GRATE B62 BY ABT. INC OR
' 1.5' DIA. BUTYL II1IBBFR SEALANT 13.5APPROVED EQUAL '
IN JOINTS WITH 6 BAND OF - . r
' .-�_.4I. III, AND' EROS I ON CONTROL, PLAN
..NONSNRINK GROUT _.._ .,{� T� w 4t^}rrr; ., +kw•i
ITI ENABI' ON „ I�, I ' II '' 1 r "
" - MYERS WHRIO , HP $IMPLEX r?,'I.,I I I Wr ( 1i"" ,d 1.'�',1
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' TY ICAL 2E` VOLTS 3 PHASE STORMWATER PUMP i\d�I . . . I' ,ily III,,.�.I y ..I
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ti+•w.a...+.' I+ III1 L...
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12 STONE BEDDING RUN TIME SHALL BE DELAYED BY 46 HOURS ONCE TIMER ENABLE "iI 1 a_, 1.
' FLOAT IS ACTIVATED. PUMP SHALL BE SET AT UP TO 100 MINUTES OR SHALL I�l-'I II'i 'II IL SE7 IN CONCRETE 'ga;a
n T y c p CUT OFF ONCE THE OFF FLOAT IS INITIATED. IF OFF FLOAT IS NOT ENGAGED. 1' �I +.. -1 I.I .I.I: �- AS REOUIRED BY I .� '
COLLEC 1 ION I JTEM Q OR UNTIL OFF FLOAT IS INITIATED. THIS SEWENCE $HALLOBEI REPEATED III I�I - 5' I 'r ir� -I RANI FACTUHER 0. 000 GAL . STORMWATER PUMP SMALL REACTIVATE AFTER 46 HOURS A40 RUN UP T
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NCDENR COMMENT
LETTER 12/3/01
11LM
NCDENR COMMENT,I,
LETTER Y16/02
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� NEW INV. 13.50
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J RI �' r I CMP T.EE GJlS TANKS ! •1 c' o a 12° CPP Q 11117- 0.3JJGiJ LOt4TE'& rIE- N I ° n a! aI ALL DOWNSPOUTS'W/' TRANSITION Y.. o °FITTIN05 A�,R�OUIRED'1I18" ALUMINUM
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BEARING LOAD �Q.. 0.,. ` + - ... _ 11 , l;. `_\V'
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SOFT CLAY 1,000 -... , , _� I
SILT 1.500 EXISTING SEWER MH
RIM ELEV. 16.T3 SANDY SILT 3.000 ---,•• ✓.' ..r....:'+ r I _ ._ 1 _ t_1_!-. , W. INV. 16.73
SAND 4.000 � - � - - - - -
SANDY CLAY 6.000 I I - -, __ _ ; _ r .
HARD CLAY 9.000 Z r •1� _~�... 1 �'.. E INV 10.81
1. THRU LINE CONNECTION. TEE BENCH 11 . 51
ALL BENTS. TEES, SANDIZE
CROSSINGS SMALL HAVE THRUST BDIVIING. I _ INW INV IN 13.50
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK. DIVIDE THE TOTAL FORCE BY 2. THRU LINE CONNECTION, CROSS USED AS TEE. e C � 1 I � � '+ •.D 1 I
THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL BE THE SIZE OF THE BEARING 3. DIRECTION CHARGE. ELBOW L.r \ , AOD
REA OF OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS 4. CHANGE LINE SIZE, REDUCER N 1 I MAINTAIN 36" MINIMUM COVER
TYPES OF SOIL ARE LISTED IN TABLE. S. DIRECTION CHANGE. TEE USED AS ELBOW , ,, ._ M AN N ON ALL FOPE AN D WATER
CONCRETE THRUST BLOCKING SHALL BEAR ON UNDISTURBED SOIL ONLY. CONCRETE 6. DIRECTION CHANGE. CROSS USED AS ELBOW
SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS, CONCRETE 7. DIRECTION CHANGE N. LINES. ALSO MAINTAIN A
I „
SHALL BE 3000 PSI. AllMINIMUM OF 18 OF SEPARATION
BETWEEN THE WATER AND
I SEWER LINES. MAINTAIN A
MINIMUM OF 12" BETWEEN
ANY FR
THRUST BLOCKING DETAIL I ELECTROICALSLINE ;AND
1 N. T. S. 1
I
.
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PRECA6
ST HAUJ04Y
VAVL
I A(-(ININVM HATCH ! I ,
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X ._ �j =1 �•` GATEVALVECAI �` �, I I TRANS?IOY
1 I i
_ _ _ _ _ - COUPLING
I r 1
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M I 13 3' �" �_ �__� NI IJ
I 1 1
PVC
J� is L_ I r / ___________________________3X3 TTAV_ TO Willi
1 TEE J L n > ,- Fill L�9_ n •> rJ l_n�_____ _______ t_Irt__�_ _
1 I I 1 rl;\t1�1 I-irl•••r-----j11 J--L--------- III J---------------------------
I - `-' I 1 _el 3'CIWHEEL I I J IT 1
DUPLEX CONTROL PANEL IN NEMA 4X ENCLOSURE
PROVIDE: AUDIBLE 6 VISUAL ALARM. ELAPSED TIME
COUNTER.CYCLE COUNTER. PADLOCK AND 120V _
POWER OUTLET, ENTIRE ASSEMBLY SHALL BE SURGE
PROTECTED.
48' DIA. DUPLEX
1FT STATION W/
41, LIFT -OUT -0"
RAIL SYSTEM 1�-----01
TRAll COUPLING -� 1 j4'x S - I 3'COMPOUND - - `-J'FLANGE -GATE VALVE I I \ �' ^ 6' SCH 40 PVC PLUMBING
t (REDUCER 4 1 JJETER ISENSUS/ COUPLING ADAPTER I I FROM BUILDING U IX
---~--_I I 1 ^ Y^ 111 ^/ I I _ E tDl rti MINIMUM. BY PLUMBING
t"ST I t^�i1 % _-____-_-\ ; I� ��. CONTRACTOR
-., E UNI CANC
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-IIr' r--1---IPr' `71 I tt,..• I(FEBC100R HERSEY 71, J.1111r----r-y-------------I� 7u - --
6' PVC -- '- -- 'T I I I tV I I d l I I I. a� I AI I DOUBLE OETECTOR 111 I ^L e l I I N I R I 6' PVC
tt�JU!IICHECK 11 JIII�� \Y�J(II��_-_L_1_-___1____---r II .. TO FIRE LINE
-- _ _ s
C
, r
6'OSBY. I I
�' I �__�rJ VALVE I I �j' NEW f PIV
` • -%'CHECK I I W/ TAMPER SWITCH
VALVE I I
i--1--L-- ------ --- �--L..-.__ .�.--A-----.Y WBLIND FLO
I �
- - - - - ------- --- --------------------------
_ _ _ . _.. -. � _ _ .- -. _ _ __ _..0 NEW f' PVC TO
FISHERIES Bill
NEW 1' SIAMFSE NEW 49VALVE NEW 4' TO FIRE DEPARTMENT CONNECTION
EXISTING METER VAULT
WITH ADDITIONS
STAINLESS STE
FLOAT ERACKET
SEALED MERCURY
FLOAT SWITCHES
INV. IN-
6' THICK
CONCRETE
COLLAR RING Kk
BOTTOMfl SIL
SECTION VIEW
NOTE:
ALL ELECTRICAL WORK SHALL BE IN
ACCORDANCE ■/ NEC LATEST EDITION
f EITl
ECTRICAL
AL ING
MOUNT PANEL TO
4 x 4 TREATED POST
OR EXT. WALL
TR
TO POWER
SUPPLY
SCH-40 PVC
2' GATE VALVE
�2' CHECK VALVE
-- — 2' SCH-BD PVC
—'�-STAINLESS STEEL
ALARM ON LIFT CHAIN
LAG ON
LIFT OUT
PUMP JOIN STAINLESS STEEL
GUIDERAIL SYSTEM
AP OFF
DUPLEX GRINDER PUMP
SYSTEM W/ 2 HP.
T 206 VOLTS. 3 PHASE
1+I OPERATING 30 GMP • 22.00 TOM
L- 6•STONE
BEDDING
DUPLEX LIFT STATION
N.T.S.
r`_--.— 48'
BASIN MATCH o
1---- -- - I .
� I o
I
I I
I I
GATE
VALVE
I y I
I `m' I
L--{-{--I 2' SCH-40 PVC
I I TO MANHOLE
6' SCN 40 PVC
PLUMBING FROM 7Z6-
BUILDING S' O.D. CONC. COLLAR RING
lo
SCN 40 PVC
PLUMBING FROM
ACID TANK
PLAN VIEW
REFERENCE DRAWINGS:
LA-1,LA-2, C-3, P1.0, P1.1,P3.0, E5.1
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SCALE
DRAWN RDC
,MOB
95053.02
SHEET
C-4
OF 4 STEETS