2393 Mayport Road Fire Line 2013 I
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Goodson Nevi
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A Kmik,
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Consulting
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E.B. # 26 306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE,
FLORIDA2256
t (904 519-7770 FOX(904)519-7776
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FOR CONTINUATION SEE
FIRE PROTECTION PLANS `
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SHEET FP1.110
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LOOP DETECTOR D
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B" DR 18 FIREMAIN 11R
6" 90' BEND � � - � 1■II � � � � �-= �_rrM �
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NEW
MAINTENANCE
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FACILITY
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FOR
FUTURE DEVELOPED o ° ° a c '�
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CONNECT TO EXIST SANITARY O
INV EL. 7.3 WITH
TYPE B EXTERNAL DROP
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FLEET LANDING
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RAISE TOP OF MANHOLE AS REQ'D
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TO MATCH PROPOSED GRADES. (115.00) �
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MAYPO
INv=8.78 RT
6"X8" WYE TOP=12.70
BLFN " 6" SR RD.
' D 26 PVC
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' i 6 SDR 35 PVC '
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O S-1.OX (INV O PLUG-7.5) 0 S=1.09G- - ._ FOR CONTINUATION SEE \,
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ATLANTIC BEA
1 PLUMBING PLANS `� � j�
(DUE TO
� BEACH, FL
6' PLUG (FUTURE CONNECTION) >° ,
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VERG3.5',
INSTALL MARKER POST O PLUG
6 SDR DR 35 PVC
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TOP-14.60
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DRY RETEN. =
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0. INV-110.00 l
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6"X.3" TEE-
34 , CONNECT TO BLDG.
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" " 4" PVC O 10.00
' = $ Xti WET TAP W �
I CH. 40�P C xiY:fgi. C.O. INV=8.83
VALVE, BOX & COVER �•
TOP=13.3 ! I
3'X2 REDUCER " COORDINATE NA1N
I 6 DR 18 WM � _
I 2"'IiDhE W.M.
PLUMBING PLANS ,
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2 MATER, BOX �
M COVER
I INSTALL 2
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( ,. " METER) HDPE W.M. ` ----- -�---
SENSt�S IPERL
27X2 I. REDUCER -
_ DATE
.TUNE. 2013
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2 !" RITZ 8FP _ _. - ! HDPE W.M. .
2 " 90 BEND\'-, � , .
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2 . MDRE W.#4 , _ '� - - --- --- - - PROJECT NO. X11252
DESIGN ED G
Y
-- - - - -_ 2 " 90 BEND -
EDB OODSON
- - - 2 X ;2" 6 DR 18 FIREMAIN
- - - - .- --- CHECKED BY : JOHN NEVIN, PE
REUCEI�.
6 90 BEND
2" HDPE'.W.M. - �
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$" 90, -
6 DR 18 FIREMAI
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SCALE 2
END
METER. BC�G.dc COVER
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- Revision
('SENSUS OMNI-._METER - __ -
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(SEC NQS 11
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Jacksonville Fire�l?�r�ventlorn,C?iv 4
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AUG 0 2013
r 1 ENO EXCEPTIONS
L7 EXCEPTIONS AS NOTED ,
SHEET#
UTILITY LEGEND
GENERAL UTILITY NOTES:
UNDERGROUND ELETRIc - LIE- �E 5. All valve boxes and curb boxes shall be adjusted to the final grades. All curb boxes
- shall be located in grassed areas unless indicated otherwise on the plans.
UNDERGROUND TELEPHONE - UT- - UT- 1. All utilities shown are approximate locations only and have been
WATER LINE -- W- - W compiled from the latest available mapping.: The exact location of all
6. Sanitarylateral shall maintain (10' min. horizontal 1.5' vertical min.) separation
underground utilities shall be verified by the Contractor prior to the start distance from water lines unless otherwise shown, or additional protection measures will be THIS DRAWING NOT RELEASED FOR
SEWER LINE - s - - s - CITY OF ATLANTIC BEACH CONSTRUCTION UNLESS SO NOTE
of construction. required. Where water line crosses above sanitary lateral by less than 2' vertical, a BUILDING OFFICE D
ELETRIC METER 8 concrete encaser>�rent shall be installed, ABOVE.
Contractor shall center one joint of pipe at AUG � � ZQ�3
2. General Contractor to coordinate with the local Utility Companies for crossing,
CLEAN OUT 0 all locations and connections. A preconstruction meeting with the SHEET TITLE
various Utility Companies, is required prior to the start of any 7. This plan details pipes
By:
DOMESTIC/IRRIGATION METER ® U t
0 5
con P P from
construction P the
actio building
n a n
ctivit face.
9 Refer t
o the building urldrn
drawings
for
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YARD building uii i 9
HYD d n
HYDRANT connections.® 5. I
9 Supply and install pipe adapters as necessary,
BACK FLOW PREVENTOR 3. The Contractor shall visit the site and verify the elevation and 8. All existing pavement where utility piping is to be installed shall be saw cut and WATER & SEWER
i TRANSFORMER
ED location of all utilities by various means prior to beginning any replaced in accordance with thepavement P g
excavation. Test pits shall be dug at all locations where sewers cross repair requirements of the Governing Authority. FILE PLAN
existing utilities, and the horizontal and COPY
vertical locations of the utilities 9. All sanitary sewer main lines shall be schedule 40 PVC pipe (except as noted on plans).
shall be determined. The Contractor shall contact Owner in the event of All PVC pipe shall be installed in accordance with the manufacturer's
NOTE: any unforeseen conflicts between existing and proposed utilities so that recommended I
1. AREA AROUND TRANSFORMER PAD MUST REMAIN CLEAR. an a procedure. N
INCLUDES BUILDING LINE AND ROOF OVERHANG, WALLS, FENCES, appropriate modification may be made.
SHRUBS ETC.
10. All backflow preventers shall be tested b a certified to �-W E --�
4. The Contractor shall insure that all Utility Companies and Cit i tester and results shall be .�
INSPECTION NOTICE: Standards for materials and construction methods are met. The y provided to City of Atlantic Beach Public Utilities Department. S /
GIVE 24 HOUR NOTICE ON ALL ITEMS REQUIRING INSPECTION. Contractor shall perform proper coordination with the respective �• ./
CALL City of Atlantic Beach. NOT PROCEED WITHOUT WRITTEN Company. The Contractor shall coordinate work to be performed by the11. 6 fire line meter vault shall be per JFA standards, Construction details W- -
APPROVAL. P y W-7 & W-8. 5, W 6,
various Utility Companies and shall pay all fees for connections,
' disconnection, relocation's, inspections, and demolition. Owner to SCALE IN FEET
GNA
( 12. On City side of of Water Services Poly and HDPE are not allowed. Sch. 40 PVC to N HN KEVIN PE
reimburse General Contractor for all Sanitary Sewer and Water Tap Fees). be used. Poly/HDPE is allowed after BFP's. 0. 10 4666
on Private Property, 20 40 DATE: S H E E T