1605706_Dwgs_8of13.pdf
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- N4008519R9103
About this file
This document contains construction drawings and details for a wastewater treatment plant repair and replacement project at Naval Weapons Station Earle in Colts Neck, New Jersey. The drawings include a site plan showing existing facilities, a code compliance plan, and standard fire protection details. Key details depicted include locations of existing buildings, tanks, and infrastructure at the wastewater treatment plant; fire access roads and hydrant locations to meet code requirements; and technical specifications for hydrants, valves, and related fire protection infrastructure. The project appears to involve replacing or repairing existing wastewater treatment plant components and upgrading fire protection systems to current codes.
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C O
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A L K
CO
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W A
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C O N C R
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ASPHALT
ASPHALT
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TANK
TANK
TANK
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CONCRETE
CONCRETE
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NO WIRES ON POLE
(c) 2019 Transoft Solutions, Inc. All rights reserved.
c
T r a n s o f t
S o lu t io n s In c
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FIRE PROTECTION
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
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UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
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EXISTING FACILITIES
20'0 40'
IR
E P
R O
T E
C T
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N
WATER SUPPLY DATA
CODE COMPLIANCE SITE PLAN
1"=20'-0"
0000-FP001
B L
D G
BLOWER PAD
OUTDOOR
SWING GATE (ALT: CANTILEVER SLIDE)
CHAIN LINK FENCE
56.25 SQFT
BLDG
ELECTRICAL
1688 SQ FT
880 SQ FT
25'-0"
4 5
/4
1220 SQFT
BUILDING
ELECTRIAL
CHEMICAL &
355 SQ FT
APPROVED BY NAVFAC FPE
PROVIDED BY EARLE. USE OF DATA
SIMULATED HYDRANT FLOW TEST
760 GPMFLOW @ 20 PSI
700 GPMFLOW @ RESIDUAL
29 PSIRESIDUAL PRESSURE
76 PSISTATIC PRESSURE
E
E12
E9
E10
E11
E11
E10
E13
E4
E5
E8
E6
E7
E14
E2
E3
E1
SHEET KEYNOTES
6" SERVICE LATERAL7.
NRS GATE VALVE IN CURB BOX.6.
MAIN ENTRANCE TO FACILITY5.
25 FOOT WIDE (MIN) FIRE APPARATUS ROAD.4.
FIRE HYDRANT, SEE DETAIL A1/0900-FP8013.
RESPONDING FIRE STATIONS APPARATUS.2.
SECURITY GATE (AT/FP SECURE ACCESS)1.
048 134
GENERAL NOTES
FEET.
AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20
FIRE DEPARTMENT ACCESS ROADS SHALL HAVE H.
PSI AS ALLOWED BY NAVFAC FPE.
REQUIRED FIRE FLOW FOR SITE IS 750 GPM @ 20 G.
SINGLE HYDRANT.
WITHOUT TAKING MORE THAN 1,250 GPM FROM A
PROVIDED SO THAT FIRE FLOW CAN BE MET
A SUFFICIENT NUMBER OF HYDRANTS TO BE F.
PROTECT FIRE HYDRANTS FROM DAMAGE.E.
LATERALS IS 6".
MINIMUM SIZE FOR SERVICE MAINS AND SERVICE D.
VALVE AT CONNECTION TO SERVICE MAIN.
PERMITTED ON A SERVICE LATERAL. PROVIDE
LOOPED. NO MORE THAN 2 FIRE HYDRANTS
SERVICE LATERALS ARE NOT REQUIRED TO BE C.
LOOPED.
SERVICE MAINS FOR FIRE HYDRANTS MUST BE B.
FACILITIES GREATER THAN 5,000 SF.
33 FEET OF AN EXTERIOR DOOR FOR ALL
ALL-WEATHER GROUND ACCESS PROVIDED WITHIN A.
12795339
HEADWORKSE14
SPLITTER BOXE13
RAPID SAND FILTER PUMP STATIONE12
TRICKLING FILTERSE11
SECONDARY CLARIFIERSE10
BUILDING 573
RAPID SAND FILTER & UV DISINFECTIONE9
BACKFLOW PREVENTORE8
ROTATING DRUM SCREENSE7
GENERATOR AND TRANSFORMERE6
INFLUENT PUMP STATIONE5
IMHOFF TANKSE4
SLUDGE HOLDING TANKE3
FORMER SLUDGE DRYING BEDSE2
PLANT OFFICE, BUIDLING C-72E1
1"=20'
AI
GRO
E
G
REENIGNE
DERETSIGER
PROFESSIONAL
N
E
MRI .R YELDA
R
No. PE036286
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S
T E
W A
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A T
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N T P
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1605706
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
IE
G
IN
E E
R
IN
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
UNCLASSIFIED
ARLINGTON,VA 22201
SUITE 500
1100 N GLEBE ROAD,
APRIL 2020
AS
DM
AZ
ML
COBI YMF
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P L
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0900-FP801
A1
FIRE HYDRANT
NTS
000-FP001
A2
NTS
M
IN
FINISHED GRADE
CAST IRON LID
THICK CONC PAD
PROVIDE 1'-6" SQ x 4"
UPPER SECTION
SLIDING TYPE,
CAST IRON VALVE BOX,
OVER 3'-0" BELOW GRADE
GRADE WHEN VALVE ` IS
OPERATING NUT 1'-0" BELOW
EXTENSION ROD REQD W/ 2"
LOWER SECTION
VALVE BOX
CAST IRON
INDICATED ON PLANS
AS SPECIFIED OR
VALVE SIZE AND ENDS
BACKFILL
COMPACTED
C1
NTS
BURIED GATE VALVE BOX
MINIMUM BEARING AREA (SQUARE FEET)
PLUG
6" 4 35.5 2
PIPE SIZE
WHERE THRUST BLOCK USE IS SHOWN ON THE PLANS OR ACCEPTABLE TO CONTRACTING OFFICER.
UNRESTRAINED WATER LINES AT NEW WATER LINE TIE-INS OR UNDER OTHER SPECIAL CIRCUMSTANCES
THRUST BLOCKS SHALL BE INSTALLED AS NECESSARY TO PROVIDE THRUST RESTRAINT OF EXISTING
SHOWN ON THE PLANS OR DIRECTED BY CONTRACTING OFFICER.
USED IN LIEU OF PIPE JOINT THRUST RESTRAINT ON NEW WATER LINES UNLESS SPECIFICALLY
THRUST BLOCKS SHALL BE CAST AGAINST UNDISTURBED SOIL. THRUST BLOCKS SHALL NOT BE
MINIMUM THICKNESS OF CONCRETE THRUST BLOCKS SHALL BE 6 INCHES.
WATER - THRUST BLOCK
NONE
CROSS
BEND
TYPICAL
TEE
TRENCH TYP
EDGE OF
TEE CROSS
CI CAP
END PIPE PLUG
WATER - BRANCH LINE VALVE INSTALLATION
NONE
SECTION
PLAN
12"
12"
MAIN PIPE
LIMIT OF EXCAVATION
BRANCH PIPE
TEE
LIMIT OF EXCAVATION
BRANCH PIPE
SUPPORT
CONCRETE
CONCRETE
BLOCKING
WATER - VALVE BOX
NONE
OUTSIDE PAVED AREAS
NOTE: CAST "WATER" INTO CENTER OF CAST IRON CAP OR CONCRETE LID.
3' DIAMETER
VARIES
FINISHED
GRADE
CONCRETE
VALVE BOX
WATER PIPE
A3
C4
C3
GATE VALVE
NON-RISING STEM
GATE VALVE
NON-RISING STEM
GATE VALVE
NON-RISING STEM
GRADE ELSEWHERE
SHOULDER, AND FLUSH WITH
GRADE IN PAVEMENT OR
AND CONC PAD 1/4 " BELOW
SET COVER OF VALVE BOX
M
IN
WATER MAIN WITH MJxFLG TEE16.
6" FLGxMJ GATE VALVE15.
MINIMUM COVER DEPTH OF 5 FEET14.
VALVE BOX13.
PRECAST CONC PIER BLOCK, 16" SQ BASE12.
MJ HYDRANT OUTLET11.
6" WATER LINE10.
CURB WHERE APPLICABLE9.
NOZZLE THREADS AS SPECIFIED8.
AS SHOWN OR SPECIFIED7.
2'-0" SQ MIN6.
2" MIN5.
3/4" DRAIN ROCK TO EL 6" ABOVE WEEP HOLE IN BARREL4.
FINISH GRADE3.
2"2.
3'-0" UNLESS SHOWN OTHERWISE1.
VALVE
STEM GATE
NON-RISING
C L
R M
IN
1'-6"
MIN DIA
GUARD POST - EXTERIOR
GROUT PLUG
PAINT AS SPECIFIED
FILL WITH CONC AND
PIPE, GRIND SMOOTH,
8" DIA SCHED 40 STEEL
FINISH GRADE
ENCASEMENT
CONCRETE
049 134
NTS
IR
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C T
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12795340
AI
GRO
E
G
REENIGNE
DERETSIGER
PROFESSIONAL
N
E
MRI .R YELDA
R
No. PE036286
| FIRE PROTECTION |
| 0000-FP001 - FIRE PROTECTION BLDG 0100 CODE COMPLIANCE |
| 0900-FP801 - FIRE PROTECTION - FIRE ALARM STANDARD DETAILS |
| 2020-04-02T12:36:11-0400 | |
| Bradley Irmen |
| 2020-04-02T12:36:51-0400 | |
| Bradley Irmen |
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