|
0 20 40 60
<br />i;
<br />� t
<br />b 5
<br />t
<br />j
<br />i.
<br />p
<br />i
<br />E [
<br />X . . . ......
<br />a E
<br />s
<br />E
<br />i.,..s
<br />,
<br />y
<br />t
<br />M
<br />- as `"`..
<br />E t,t�
<br />.. ..,......
<br />ls
<br />..
<br />t�. e' 1,> °
<br />00
<br />...m... ,,, a
<br />40
<br />6
<br />t
<br />E
<br />,
<br />111ppp
<br />d,3Fyf°�.
<br />z
<br />Is '
<br />p
<br />x,`3 rrk �$LaYt
<br />1#
<br />:rV
<br />y:
<br />..y. '..".;ati<
<br />]) 1 .3tl° 3 ('�
<br />.. r, i.
<br />E.. !
<br />2J^i,.,.:...
<br />«.:�
<br />8„°b°
<br />3 - Rr°°, , ,� 9.
<br />i
<br />>
<br />gF
<br />1
<br />}:P'
<br />e
<br />S s
<br />• :...
<br />is i ., °•� ' L_ � a .� E y ,• g i
<br />.•.,,.
<br />z
<br />kl
<br />t
<br />t
<br />,
<br />j.
<br />__•.... ..� .._ __
<br />._____ - _ _... ........ .... _ ... _ ..._.._ ... _...... __.__._P. __._ ::
<br />h A v e n u e
<br />LEGEND
<br />IP, IR =
<br />IRON PIPE, IRON ROD
<br />CM =
<br />CONCRETE MONUMENT
<br />(F) =
<br />FIELD DERIVED MEASUREMENT
<br />(P) =
<br />MEASUREMENT PER PLAT
<br />(D) =
<br />MEASUREMENT PER DESCRIPTION
<br />T (� =
<br />PROPERTY LINE, CENTERLINE
<br />R/W =
<br />RIGHT OF WAY
<br />0 =
<br />FOUND IR (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />=
<br />FOUND IP (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />• =
<br />SET 5/8" IR "D.C. JOHNSON LB 4514"
<br />❑ =
<br />FOUND CM (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />■ =
<br />SET 4"x4" CM "LB 4514"
<br />fi� =
<br />POWER POLE
<br />CB =
<br />CABLE TELEVISION BOX
<br />ST =
<br />STORM MANHOLE
<br />RS =
<br />ROAD SIGN
<br />❑ =
<br />WATER METER
<br />=
<br />GUY WIRE
<br />m =
<br />TELEPHONE EQUIPMENT BOX
<br />EB =
<br />ELECTRIC BOX
<br />FH =
<br />T
<br />FIRE HYDRANT
<br />GV =
<br />GATE VALVE
<br />—
<br />— PROPERTY LINE
<br />EC
<br />PROPOSED N SILT FE
<br />E CE
<br />NCE
<br />TB
<br />PROPOSED TREE BARRICADE C DE
<br />W—
<br />PROPOSED WATER MAIN
<br />PROPOSED SEWER MAIN
<br />EXISTING BUILDING
<br />r
<br />j
<br />PROPOSED BUILDING
<br />02 =
<br />CEDAR TREE
<br />So =
<br />OAK TREE
<br />6'0 =
<br />HICKORY TREE
<br />=
<br />LIGHT POLE
<br />SS =
<br />SANITARY MANHOLE
<br />6% =
<br />PALM TREE
<br />G* =
<br />TREE (UNNKOWN VARIETY)
<br />810 =
<br />CAMPHOR TREE
<br />ET =
<br />ELECTRIC TRANSFORMER
<br />TC =
<br />TRAFFIC CONTROL BOX
<br />O =
<br />BOLLARD
<br />fi =
<br />METER POLE
<br />AR =
<br />AIR RELEASE VALVE
<br />= 6'e
<br />CHERRY R C E Y TREE
<br />rA =
<br />CITRUS TREE
<br />SC =
<br />SPRINKLER CONTROL BOX
<br />w =WATER
<br />LINE
<br />=
<br />VERTICAL CONTROL OL BENCHMARK
<br />PB =
<br />ELECTRIC PULL BOX
<br />6'* =
<br />ORNAMENTAL TREE
<br />• =
<br />OVERHEAD ELECTRIC WIRE
<br />EXISTING ASPHALT
<br />GENERAL NOTES
<br />1. PER NFPA-1, 16.4.3.1.3: WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY
<br />SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK.
<br />2. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE CITY OF ZEPHYRHILLS CODE OF ORDINANCES, FIRE
<br />PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS.
<br />3. ALL PROJECTS MUST COMPLY WITH CITY OF ZEPHYRHILLS FIRE HYDRANT ORDINANCES.
<br />4. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES.
<br />5, PER NFPA-1, 18.3.4.1.: CLEARANCES OF 7 1 /2 FEET IN FRONT OF AND TO THE SIDES OF THE FIRE
<br />HYDRANT WITH A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES.
<br />6. FIRE HYDRANTS SHALL BE FLOW -TESTED AND COLOR -CODED BASED ON FLOW RESULTS.
<br />7. CONTRACTOR'S RESPONSIBILITIES REGARDING WET TAPS TWO INCHES AND LARGER SHALL BE AS FOLLOWS:
<br />• 2" ONLY - THIS EXCAVATED TRENCH MUST BE DRY OR THE TRENCH WILL REQUIRE ROCK AND A PUMP TO
<br />BE IN PLACE. THE MINIMUM DISTANCE FROM THE FACE OF THE VALVE TO THE WALL OF THE TRENCH IS TO
<br />BE SIX FEET.
<br />• 3" AND LARGER - THE CONTRACTOR WILL SUPPLY A TAPPING SADDLE BEING EPDXY COATED, A TAPPING
<br />VALVE WITH MECHANICAL JOINT AND THE EQUIPMENT TO PROVIDE, AND CONDUCT A PRESSURE TEST. COUNTY
<br />PERSONNEL WILL WITNESS THE PRESSURE TEST WHICH MUST BE A 150 PSI FOR DURATION OF THIRTY
<br />MINUTES.
<br />• THE CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION BEFORE ANY COUNTY PERSONNEL WILL ENTER AN
<br />EXCAVATED AREA. IF THE TRENCH IS FOUR FEET IN DEPTH OR DEEPER, IT WILL REQUIRE A TRENCH BOX OR
<br />SLOPING, AND A LADDER ACCORDING TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
<br />STANDARDS.
<br />• THE TAPPING VALVE WILL REQUIRE A BLOCKING DEVICE MADE OF SUITABLE MATERIAL OR DEVICE. THIS
<br />BLOCKING DEVICE OR MATERIAL WILL BE PLACED UNDER THE VALVE AND REMAIN IN PLACE UNTIL THE TAP
<br />MACHINE IS REMOVED AND THE TAP IS COMPLETED.
<br />CITY OF ZEPHYRHILLS NOTES
<br />1. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS STANDARDS FOR DESIGN AND
<br />CONSTRUCTION OF WATER AND WASTEWATER FACILITIES SPECIFICATIONS, LATEST EDITION.
<br />2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE CITY OF ZEPHYRHILLS.
<br />3. CONTRACTOR SHALL REPAIR ANY IRRIGATION LINES BROKEN DURING CONSTRUCTION.
<br />EXISTING UTILITY LOCATION NOTES
<br />1. BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION
<br />OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S
<br />RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR
<br />OTHERWISE, THE ACCURACY OF THE THESE DRAWINGS. THE SITE CONTRACTOR SHALL BE FINANCIALLY
<br />RESPONSIBLE FOR ANY MODIFICATION REQUIRED, OTHER THAN SHOWN ON PLANS.
<br />UTILITY CROSSINGS
<br />0 6" STORM:
<br />TOP = 85.87'
<br />INV EL = 85.20'
<br />2" WATER MAIN:
<br />INV EL = TBD
<br />SEPARATION = 18" (MIN)
<br />O4"
<br />SANITARY SEWER:
<br />TOP
<br />= 80.65'
<br />INV EL
<br />= 80.31'
<br />8"
<br />STORM:
<br />INV EL
<br />= 84.90'
<br />SEPARATION =
<br />f 3.0'
<br />ELECTRICAL SERVICE NOTE:
<br />1. PLEASE NOTE THAT PLACEMENT OF ELECTRICAL POWER LINES WILL BE COORDINATED AND HANDLED BY THE
<br />POWER COMPANY.
<br />LAUREN D. CAMPO, P.E.
<br />Febnmary 04, 2014
<br />DATE
<br />F
<br />t
<br />W
<br />0
<br />rn
<br />N '
<br />o
<br />�r
<br />o
<br />r
<br />m-
<br />m
<br />U�
<br />J
<br />0
<br />0 W
<br />u
<br />W
<br />w
<br />co ,.
<br />actz
<br />0
<br />.
<br />Cn
<br />Vz
<br />C7 `•°
<br />YI
<br />Q
<br />N
<br />L=L
<br />r
<br />J
<br />Z
<br />Q
<br />� I
<br />fi
<br />o
<br />ti
<br />N 1
<br />O
<br />O m
<br />Z
<br />0,
<br />E
<br />U
<br />LOj M t� N 00
<br />�NoC(0 (0 O
<br />LLJ
<br />U "
<br />Ohm 00 �cl)
<br />'@per N p 'D -0 M CD
<br />i
<br />Lj
<br />0
<br />-Op `n O M
<br />O -a C7 @ ca o =
<br />Y 0-U
<br />Z
<br />C� I
<br />- l
<br />0a-WI-
<br />m
<br />LLLL
<br />y 3
<br />a:
<br />Q
<br />f m
<br />J
<br />V
<br />Z
<br />�-
<br />=
<br />0
<br />Z
<br />W
<br />a�
<br />DU
<br />a
<br />v
<br />GC
<br />0
<br />0
<br />p
<br />JLL
<br />J
<br />C!�
<br />Z
<br />o
<br />_
<br />=0JC.)
<br />z
<br />�
<br />iL
<br />W
<br />W
<br />W
<br />z
<br />0
<br />Nz
<br />Nc�
<br />Comm. No:
<br />12010.00
<br />Date: 01 / 16/ 14
<br />is W..
<br />Drawn: KLD
<br />Revised:
<br />1
<br />AADDENDUM
<br />02/05/14
<br />Y.
<br />TO THE BEST OF MY KNOWLEDGE, THE
<br />PLANS AND SPEWICATIONS COMPLY WITH,''.
<br />THE MINIMUM BUILDING CODES.
<br />CKE
<br />0 %
<br />57421 •, d
<br />4
<br />-'V'• %NO•I _ 4;1
<br />2014 HARVARD JOLLY, INC.
<br />o 1 11SEAL)
<br />C-6
<br />
|