Beach Ave 675 Agreement under this provision, City reserves the right to negotiate
with Developer a new agreement for any additional sums to be paid by
Developer to City as plant capacity and s,ervice availability charges,
fees or other charges based upon increases in the cost of living and/or
such other factors as relate to the cost of supplying water and sewer
service.
4. All taxes or charges imposed upon the property described above
by any goverjunental entity or agency shall be paid . by Developer except
such part thereof that has been deeded to the City in accordance with
the Lerms of this agreement.
S. The, rates charged by City for water and sewer service shall be
In accutdance WILI% its rate schedule which shall be subject to change .
from time to time.
City shall have the right to determine reasonable meter size
and location.
6. Developer will grant to the City, at Developer's expense,
adequate easements for water and sewer lines, for access to lift
stations and water stations and related appurtenances. Said easements
shall be transferable. Developer will also furnish title evideuce
satisfactory to the City that said easements are superior to mortgages
or other interest in the land, and Developer shall cause any such
mortgages to be released or subordinated to said easements. Easements
will also be furnished to provide for onsite water distribution lines,
including meters and sewage collection lines. Sites for lift stations
and water stations and related appurtenances shall be conveyed by
warranty deed in fee simple by Developer . to City, Developer will
furnish City a warranty deed, title evidence satisfactory to City and
any releases from lieu holders for any sewage pLumAjiv- station VIIIA
to thein and to their occupants water and sewer service subject to all
terms and conditions of this Agreement; and
MIEREAS, in order to provide water and sewer services to Developer
it has been or will be necessary- for City -to enlarge and expand its
offsite water and sewer plants and facilities and it is the desire and
intent of Developer to contribute financially to the costs of building
such additional offsite water and sewer plants and facilities and to
reserve capacity jil City,s water, and sewage treatment plants so that
City can provide service to the Development without imposing a burden on
its existing customers;
NOW, 1PUREFORE, in consideration of the premises and other good and ,
valuable considerations and in consideration of the mutual covenants and
conditions hereinafter contained, subject to any necessary approval by
other governmental agencies having jurisdiction, it is agreed by the
parties hereto as follows:
1. Developer agrees that City shall have the exclusive right to
furnish water and sewer service to the real property described above and
hereby grants to City . this exclusive right,to provide water and sewer
service for all uses within all structures now or hereafter constructed
on the real property described above.
2. City agrees that after Developer has connected to the systems
of City, City will provide at its own cost and expense, water and sewer
service to Developer's property in a manner conforming to the reasonable
requirements of public or governmental agencies or parties having
jurisdiction over City's water and sewer operations; provided, however,
that such service shall be in accordance with other provisions of this
Agreement, including City's rules and regulations and rate schedules.
3. In the event that Developer or assigns fails to complete
construction of all improvements required to be built hV
13. City agrees Ao connect individual buildings and structures on
the developed properti upon application by �he builders, plumbers or
individual owners subject to tile operating rules and regulations of the
City and payment of all fees and charges : in effect on date of
application ZUW compliance by Developer with all provisions of this
Agreement.
ld. Ile charges; -costs and fees for �ny separate emergency fire
protection water systgms. for subject project will be subject to
negotiations between City and Developer. If b6ildings of more than two
stories are a Part of I the project, Developer shall furnish at its
expense water pumps and other appurtenances as necessary for pumping
water above.
15. All plant capacity and service availability charges, fees and
other charges as outlined above are based oil normal domestic sewage
defined herein as containing not more than three hundred (300) parts per
million biochemical oxygen demand or three hundred (300) parts per
million suspended solids. Whenever water which contains more than these
amounts is to be admitted to the soyeri, both the City and the pollution
control agencies must specifically ' agree to the connection. Ali
additional charge will be calculated in.direct proportion to strength at
seventY7fiVO Cents ($0.75) for . each part per million of either
biochemical oxygen demand or suspended: solids over three hundred (30U)
parts per million, All, such connections shall provide for a suitable
point for the i0ste to be sampled by the City or the regulatory
agencies. ki additional charge equal ty the pro rata share of any
additional sewage treatment p lailt costs above ninety percent (90%)
treatment, and of the cost of any additional required outfall pipes to
Inliv
. at a cost of $
12. All charges to Developer shall b; paid by Developer to the
City in accordance with the following formula and procedures:
A. The adv;mco dqmsit for anginuarIng, ndmInIsLunLive nnd
legal fees and the inspection and plan Teview fee upon the execution of
this Agreement, a total of
and
B. Water plant capacity charge upon the execution of this
Agreement, a total of Coco
and
C. Sewer plant capacity charge upon tile execution of this
Agreement, a total of 0 0
and
D. Meter installation fee according to tile City's service
availability policy at time of installation which currently is
upoll
application for hook-up of individual lots, apartments, multi-family
lots or units; and :_ -Z. . I
E. Construction water based an meter readings in accordaQce
with City's rate schedule; and
F. Hydraulic share payment, in accordance with paragraph
1117-1 of this Agreement upon execution of this Agreement, in a total
amount of $ . . . . . . . . . . and
G. Service availability charges and other additional aids in
construction in accordance with paragraph IIG of this Agreement it] a
total amount of
D A ni,eter installatioil fee to, cover meter cost and meter
Installation (but not including curb stop or meter box) according to the
City's service availability policy at the tilne of installation which
currently is $85.00 per 3/41, X 5/8" meter
E. If available, construction water will be charged to
building based on metered usage in accordance with current rates.
F. Hydraulic share of main extensions - payment or refund.
1. Developer recognizes that water or sewer utility
service to the Developer's property., is prgv'lded by the use of a main
extension aiid Other in'Provements constructed by a prior developer and
that Developer is obligated to refund a said prior developer'DevelopQr1s
share of the cost of said wain exte' nsion or other iniprovements.
Accardijigly, Developer shall pay its I)ro rata share of the r-o!-,L uf said'
main extension or other improvements to City. Said pro, rata share shall
be based on Developer's percentage of the hydraulic capacity of said
extension or other improvenients. For the purpose of this Agreenlent, the
cost of Developer's said hydraulic share shall be $
payable ul)oji executioji' of this Agreement.
2. With respec t to utility facilities installed by
Developer to which future developers cannect directly, and in
consideration for monies expended by Developer toward said facilities,
City shall refund to Developer, or Developer's 'successors or assigns,
solely from monles collected fro)ii said future developers, said future
developer's pro rata share of the cost of said facilities. Said refunds
shall be calculated on the basi.s of the 1,iydraulic capacity and demand of
said future developer whenever .feasible, The refund obligation of City
hereunder and the benefits to Developer related thereto shall
i
11. Developer shall paY .the City upon. execution of this Agreement
tile sum of lo� per water connection per
equivalent residential connection (ERC) as an advanced deposit to cover
engineering, plan review, inspection, test, legal and administrative
expenses Of City in connection with this Agreement. Developer shall
also pay to City upon execution of this Agreement the suill of
lot per sewer connection per ERC as all advanced
deposit to cover engineering, plan review, inspection, tests, legal and
administrative expenses of City in connection with this Agreement. The
charges for engineering and legal expenses and for engineer's inspection
and plan review fee for non-residential units shall be based upon
estimated cost to City; Actual cost will be determined and a refund or
additional charge will be made for the difference between the advanced
deposit as calculated above and actual costs.
City agrees to provide water and sewer service , to the
Developer's property in consideration for plant capacity charges, fees
and other charges to be paid by Developer as follows:
A. A water plant capacity charge at the rate of
$20,00 per fixture unit. Such charges shall be due and payable as
provided in paragraph 12.
B. A sewer plant capacity charge at. the rate of
onethou-sand thixty, five. dollars ($ 1,035.00 per single
family unit. Such charges shall be due and payable as provided in
paragraph 12.
C. A sewer plant capacity charge for any commercial
customers on the land as described above at. the rate of
absolute and exclusive owner of the facilities of said water and sewer
systems whether located oil, under, above or outside of the property
described and regardless of who may bave installed or constructed same
to the extent described below:
A. All water mains, pipes, valves and fittings and
appurtenances up to and including all meters shall be dedicated to and
will be owned, operated and maintained by City,. All water pipes oil the
customer's side of the meter shall be owned, operated and maintained by
the customer or its assigns.
B. All sewer mains, manholes, pumping statloji5, force inains
and appurtenances, including service pipes in public right of ways and
dedicated easements, shall be owned, operated and mainLained by the
City. Except as provid.ed in paragraph 9C all sewer lines on the
CLIsLumer's side of the property line shall be owned, operated and
maintained by the customer or its assigns.
C. With reference to ally blanket easeniclits for Inulti-folidly
projects such as apartin ents, mobile home developments, condominiums and
PUD's or for connercial developmeiits, all water mains to and including
the water meter, all sewer mains, force mains and manholes in such
blanket easements over private property allowing utility operations
shall be dedicated to and shall be owned, operated and maintained by the
U ty except that the full lcjigth of sewer services from the sewer main
or manhole shall be owned and maintained by the customer. All such City
lines shall terminate with a manhole.
D. By these presents, Develope r hereby transfers to the
City, the title to the water distribution and sewer collection systems
to be installed pursuai it to this Agreement, such , conveyance to take
effect without further action upon the completion and acceptance by City
Developer or its contractor. Developer will pay the cost of all such
construction. The Developer's engineer shall incorporate into the
Developer's engineering design, plans and specifications the applicable
standards and specifications of the City.
9. A. If the Developer modifies his development plans for
Developer's property which would require greater water usage, greater
fire flows, additional water facilities, greater sewage flows, or
additional sewage facilities' than the water and sewer 'demands previously
approved by the City, then the Developer must obtain approval by the
City for the construction of such additional water or sewer facilities
which shall meet all City and governmental design requirements. Ito
Developer shall pay all additional contributions and fees as may be
authorized by the Cityls* service availability policy which is in effect
on the date said new agreement is executed.
B. ln addWon to paragraph VA above, any other change order
between Developer and its utility contractor issued after City approval
of original plans muit be approved by the City before the change order
is put into effect.
C. City shall have the right to review the systems design
drawing and specifications to ensure that they meet the requirements of
the City. The systems design drawing and specifications are to be in
accordance with the City of Atlantic Beach requirements unless otherwise
Apecified by City or its engineer.
D. The City also reserves the right to approve the utility
contractors to which construction bids are sent by Develo per as well as
the contractor to which the award is made.
E. A representative of City or its engineers will be the
.0spector of the project along with the DevelonprIn
to Said sLaLe road righL-of-way. Developer shall further grant to the
City, its successors and assigns, t1le exclusive, perpetual right,
privilege and easement to colistruct, reconstruct, ' operate, maintain,
repair, replace, improve, alter, remove, relocate and inspect Water
transmissions and distribution maii1s, sewer collection mains, sewer lift
Stations, pipe lines, lateral lines, valves, connections and appurtenant
equipment over, across and under the Developer's property, including the
right to ingress and . egress to eacl.i of the building sites on Developer's
property which are served by City. All such easements shall have a
.width which is acceptable to the City.
7. City does not guarantee an uninterrupted supply of Water,
or water at any particular pressure, and reserves the right to shut off
the water in its main at any tinte for the purpose of making repairs or
extensions of for providing temporary or emergency water supply. City
Will not be responsible for any damage caused by low pressure or
interruption of service, Neither Peveloper nor any of its successors or
purchasers shall discharge into the sanitary sewer system Water from
"non-domestic" drains including without limitation swimming pools, air
conditioning condensation lines, cooling lines or other discharge from
any type of equipment. City shall. not be obligated to fur.nish any water
or sewer service to any building Which is built on Developer's proper�y
to which the City does not have access. The Developer hereby agrees and .
warrants that the City Will not be held responsible for flooding
problems which may result from the failure of sewer I line back flow
preventor valves on Developer's property. The Developer hereby agrees
to hold harmless and indemnify City for all costs and damages resulting
f rom f looding due to back f low preventor valve f ailure.
8. T]i e construction and design of all facilities t n lin
Y
12" WIDE CONCRETE SPA WALL rREVISIONS B
O.C.
80-0" EACH WAY, AT EACH FACE (TYP) 30'-0" 5/12/00 CCK
W/ #4 REINFORCING 0 12
26 11-ow
)-on,1-4" 31-4w l'-4"1'-O L p- 4" CONCRETE SLAB ON -d
a- op I - GRADE WI/ 5'-0" O.C.
WOODMOLD BRICK BULLNOSE COPING AT WOODMOLD BRICK BULLNOSE COPING SAWCUTS EACH WAY 50-0" m 31-0"_ 71-0" 8,-0" _3'-O
TOP OF RAISED 12" WIDE SPA CURB AS AS PER LANDSCAPE ARCHITECT DESIGN
+17'-6" NGVD PER LANDSCAPE ARCHITECT DESIGN
+16'-6" NGVD
0)
0 WATER LINE ............
1,1 LL;.! I i I I I i j ;�i
ENCF ENCF
-11" NG
10- BOND BEAM W/ 2-#4 r+16 '4�`) 4" CONCRETE SLAB ON
CONTINUOUS AROUND
lv 7,r__ GRADE W/ 5'-0- O.C.
PERIMETER (TYP) POOLDECK z
d SAWCUTS EACH WAY
C-4
0 6" CONCRETE POOL SLAB
1 1 CONCRETE POOL WALL
10 W/ #4 REINFORCING 0 12- 2
-I— W/ #4 REINFORCING 0 12" P-1
O.C. EACH WAY (;
(TYP)
P-1 ,
MONOLITHIC CONCRETE
O.C. EACH WAY, (TYP)
BENCH INSTALLED AT
TIME OF SPA SHELL
0 STEP IN
V_ 5
C-4 P-1
+9,-ll NGVD
SPA
co
C;c)
1 SECTION
-to- A to
-H 1 11-4' r 1:'-0" Z w
P-1 SCALE: 3/8" l'-O" +9'-5" NGVD af
In Ld
SPA 0 LLJ Z a
A
-0c) Z Ld 0
12" WIDE CONCRETE SPA 5 _j
4" CONCRETE SLAB ON Z L_
WALL W/ #4 REINFORCING 0 GRADE W/ 5'-0- O.C.
30-010 zr
12" O.C. EACH WAY, AT of <0
SAWCUTS EACH WAY
EACH FACE (TYP) D <
C3 P < ui
RAISED SPA BEYOND 0 _j 03
L STEPS +12 _5" SPA RAISED 12" D 0
18" WIDE .1 cr_ ft Lli Ld
NGVD ABOVE DECK 0 _3
WATER LINE SPILLWAY :1 Ld (n V) _j
�3 -6 0 5;
W/ TILE
z 0
z
10" BOND BEAM W/ 2-#4 F- 00
0
(0 CONTINUOUS AROUND F--
1 V)
PERIMETER (TYP) // :4 z
io
0
0 6- CONCRETE POOL SLAB
.4
COASTAL CONSTRUCTION
W/ #4 REINFORCING 0 12- CONCRETE POOL WALL 15'-0"
CONTROL LINE
O.C. EACH WAY (TYP) W/ #4 REINFORCING 0 12
S A
1 2�
MONOLITHIC CONCRETE O.C. EACH WAY, (TYP) 0
IIIIm .........
7t-6" -6"
STEPS INSTALLED AT 1 7
0" NGVD
TIME OF POOL SHELL +16*-0" NGVD
V a G
0 GRADE
2 SECTION
0
/811 1 I-opt 0
SCALE: 3 NGVD
��_l !y ( - A
-61
_O"
3'-0" 15'-0" 3*-0" 4" WIDE x 8" TALL BRICK
PLANTER WALL AS PER
LANDSCAPE ARCHITECT DESIGN III!ly.j: t..A.I i I LIA:.; 1 '-' 1 POOL 4" WIDE x Boo TALL
of
7'-6" 71-6" 4 DEPTH VARIES BRICK PLAIII,TER
8"x8" MONOLITHIC WALL AS PER
13'-6" TO 6'-0"
WATE LINE
LANDSCAPE DESIGN
+16'-6" NGVD THICKENED EDGE W/
Af\ - ___ K �-j A
1-#5 CONTINUOUS i I
+15'-11" NGVDI GENERAL NOTES:
A
�6
4' CONCRETE SLAB ON
1) CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI
GRADE W/ 5-0- O.C.
AT 28 DAYS.
SAWCUTS EACH WAY <
o 2� USE GRADE 40 REBAR AND TIE ALL INTERSECTIONS.
to 10" E30ND BEAM W/ 2-#4 3 ALL PLASTIC PIPING TO BEAR NSF SEAL OF APPROVAL AND BE uj W_
In J Z Z) 0
A (0 CONTINUOUS AROUND GRADE 40 FOR DIAMETER LESS THAN 6" STEPS w z -j
PERIMETER (TYP) 4) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING Lli
cr_
CODES, PRIOR TO BACKFILL
+9'-llm NGVD 6" CONCRETE POOL WALL 5) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTED 3:
W/ #4 REINFORCING 0 12- TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTM +1 5- z 0
0 < cn
1V NGVD w
PROCTOR TEST. BACKFILL SHALL BE IN 12" LAYERS. 0 0 M
O.C. EACH WAY, (TYP) z
,L +9'-5" NGVDI (-31-6")
6� EXPANSION JOINTS AT 10' MAX. SPACING PERPENDICULAR TO BEAM. 11,11.:!11 1! I.Irr77 < U-)
_j Z
7 THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH
6 CONCRETE POOL SLAB w <
(MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED �i
W/ #4 REINFORCING 0. 12-
SECTION O.C. EACH WAY (TYP) LOCAL CODES). <
8) REFER TO POOL AND SPA PLAN DATED 401/21/00, BY SURFSIDE POOLS, 0
SCALE: 3/8" FOR MECHANICAL EQUIPMENT AND LAYOU7; ELECTRICAL EQUIPMENT
+12 -5"
V
C4 N=GD
L
AND LAYOUT; AND POOL PACKAGE OPTIONS.
9) REFER TO POOL AND LANDSCAPE PLAN, �HEET P-2 OF 2, DATED 2/21/00, 4" CONCRETE SLAB ON +16'-4" 1
......... DECK DRAIN
-DESIGNS, FOR THE LOCATION, LAYOUT, AND GRADE W/ 5'-0- O.C. j
BY SUNSCAPES LANDSCAPE SAWCUTS EACH WAY b b CL
ARCHITECTURAL DETAILS OF THE POOL, SPA AND RELATED POOL DECK.
'00
ECEIVED
GAZEBO
(DESIGNED BY
MAY 19 2000
O"IHERS)
3/8" MORTAR OFFICE OF BEACHES
WOODMOLD BRICK EDGE 4" S.O.G. W/ 5'-0" JOINT +16'-5" NGVD- +16'-5 NGVD &COASTAL SYSTEMS
4- S O.G. W/ 5'-0" O.C.
AS PER LANDSCAPE O.C. SAWCUTS EACH WAY WOODMOLD BRICK BULLNOSE
ARCHITECT DESIGN A COPING AS PER LANDSCAPE SAWCUTS EACH WAY.
0
FINISH TO BE DETERMINED
ARCHITECT DESIGN
BY LANDSCAPE ARCHITECT
+16'-6" NGVD WA TER LINE _J -H
WOODMOLD BRICK BULLNOSE +15-11" NGVD v
COPING AS PER LANDSCAPE I POOL AND DECK PLAN
8"xl2" MONOLITHIC ARCHITECT DESIGN 6" WATERLINE 0 /V� ...
THICKENED EDGE W/ TILE SCALE: 1/4" l'-0" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF,
r+l 6'- NGVD
Al
:+l 5'_11. N GVD
1-#5 CONTINUOUS DRAWN
BOND BEAM W/ 2-#4
CONTINUOUS AROUND THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE
#4 HORIZONTAL @ __,� CHECKED
nAN AS PFRMITTED WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007,
APPROV91)
PEREMETER (TYP)
W0"ICXOFBEACllES CCK
12- O.C., CENTERED FLORIDA ADMINISTRATIVE CODE.
AM COASTAL SYSTEMS
A7
PLORIDA DFPT.OF
#4 VERTICAL 0
.. 1. 5�4 00
XNVlR0NMffiNTAL PROTECTION
12- O.C., CERNTERED THE MAIN WIND-FORCE RESISTING SYSTEM HAS BEEN
SCALE
j'IPPlR MW CONMWnON AM ANY OTHTR AUMORIZED ESTABLISHED IN ACCORDANCE WITH ANSI/ASCE 7-88, MINIMUM AS NOTED
A(TIVITIFS MUST COMPLY WITH ALL CO"ITIONS OF THE DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
�;ECTION DGE DETAIL PERMIT.CONSTRUMON AND ACTIVITIES ARE STRICTLY
/"oo�4 ', TYPICAL COPING-I Ll M ITED TO THOSE BOTH SHOWN ON THRA"ROVID PLANS SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH JOB NO,
SCALE: 3/4 1 0 AN[)LISTED IN TIM PROJECT DlSCRlVnON.THIS PERMIT A MIN. WIND SPEED OF 110 MPH. EOO-0078
ISIS.Stip.)-"SUANTTOC�L161,FS,AMOTHJLRIPERbUTS SHEET
MA EQU RED. yj
THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND
-7-DATS THEIR USE INCORPORATED INTO THE DESIGN AND
SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-88,
669 tot. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS
6 7 5 B&k, A Vo 5140 ASSOCIATED WITH A MIN, WIND SPEED OF 110 MPH. OF 1
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PROJECTNAME: MR4MR ,
Sutom' 06CAPES LAINIDSCAPE DESIGNS . *, , 1
DATE:
2849 VILLAGE GROVE DRIVE SOUTH .
ti
JACKSONVILLE, FL 32257 904-260-9210 SCALE:
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SHEET TITLE:
GERRY CROUCH, APLD JUDY DRAKE, APLD
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4
OFFICE OF BEACHES
.... .......
'Ri COASTAL SYSTEMS
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"PRO"ID PLAN AS PFUNW"ED
By OFFICE OF BEACIIES
LjT J1, F)j'I
A"COASTAL SYSTEMS
ri ct
F RIDA DEPT.OF
LV
g4.jdczt--Z'47 N?VIENTAL PROTECTION
1-11RUCII ANDA*\W()T1lEPAUTll TZ77"FD
ES MUST COMPLY VIONS )FTI19
nj,�sm ,s'm TLY
M CONMUCTION AND ACi:' iI,
ITF To THOSE BOTH S1 l0WN ,'.,--I IIIEAPPIZOV� )PLANS
D LI EID IN THE PROJE ((111110N.T111S P R-Ml
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