HomeMy WebLinkAbout2018-282WORK ORDER NUMBER 3
North County Re -Use Water Main (A -1-A and CR 510)
This Work Order Number 3 is entered into as of this 11 day of December 2018, pursuant to that
certain Continuing Contract Agreement for Professional Services, dated April 17, 2018, (referred to as the
"Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida
("COUNTY") and Schulke, Bittle and Stoddard, LLC ("Consultant").
The COUNTY has selected the Consultant to perform the professional services set forth on
Exhibit 1 (Scope of Work), attached to this Work Order and made part hereof by this reference.
The professional services will be performed by the Consultant for the fee schedule set forth in
Exhibit 2 (Fee Schedule), attached to this Work Order and made a part hereof by this reference.
The Consultant will perform the professional services within the timeframe more particularly set
forth in Exhibit 3 (Time Schedule), attached to this Work Order and made a part hereof by this
reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to
paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the
terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in
each individual Work Order as if fully set forth herein.
IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date
first written above.
•.•'�jSY COM'"°s ``'
CONSULTANT: BOARD OF COUNTY COMMIS$#a '......•M�s `
Schulke, Bittle and Sto a d, LLC OF INDIAN RIVER COUNTY
By: By: 20d
��•• � � r' .�.
Jose h W. Schulke,
P.E. Bob Solari, Chairman '°:�F -..'%r'
Title: Ma agiri�klember
BCC Approved Date: December 11, 2018
Attest: Jeffrey R. Smith, Clerk of Court and
Comptroller ,
By:
Deputy Clerk
Approved: rAx,
Jason E/. Bro,Wn, County Administrator
Approved as to form and legal sufficiency:
ylan T. Reingold, County Attorney
Exhibit 1
(Scope of Work)
WORK ORDER NO.3
Project Description
The project includes preparation of a report determining the feasibility to provide irrigation
quality re-claimed water (Re -Use Water) for the North Indian River County barrier island
vicinity, including the feasibility to run new re -use water mains south on SR A -1-A, from CR 510
to Old Winter Beach Road, and the report will provide preliminary recommendations on the size
and location of the re -use water transmission main and distribution mains in SR A -1-A, and size
of storage tanks and pumping station(s) to be located in Sea Oaks WWTP site.
Scope of Services
The subject Re -Use system infrastructure is generally located within approximately 2.4 miles
(12,720 If) of A -1-A, from Cr510 to Old Winter Beach Road.
The system is more particularly described as follows:
A new utility connection for a new re -use water transmission main will be made to an
existing 16" PVC Re -Use transmission main at the intersection of CR510 and SR A-
1 -A. This existingl6" re -use transmission main comes from the mainland, crosses
the Indian River Lagoon, along the north side of CR510 to SR A -1-A. This main
transmits re -use water from the Central and West Regional WWTP to several
communities south of CR510, via an existing 8" re -use transmission main. This 8"
main extends south on A -1-A from and is fed by the existing 16" main. This main
provides limited volumes of re-claimed water to several communities between CR510
and Sea Oaks WWTP.
A new larger diameter re -use transmission main will replace the existing 8"
transmission main along A -1-A. It will connect to the existing 16" transmission main
at Cr510 and SR A -1-A, and will run south 4415 if from CR510 to the inactive North
County (Sea Oaks) WWTP located within the Sea Oaks community. The size,
location and type of material and installation methods of this transmission main
will be considered, determined and recommended as part of this study.
- Storage Tanks and a pump station are proposed to be sited at the Sea Oaks WWTP, to
store re -use water that is delivered from the new larger diameter re -use transmission
main. The pump station will pump from the storage tanks into a new re -use main
distribution network which will distribute re -use water to the north and south of Sea
Oaks WWTP. The distribution network will consist of:
1. Running north: the existing 8" re -use transmission main that was re -placed will
be converted to a distribution main. This main is approximately 4415 if along
SR A- I -A, from Sea Oaks to Cr510.
2. Running south: a new re -use distribution main will be installed from Sea Oaks
and will run south along SR A -1-A, approximately 8305 If to Old Winter Beach
Road. The size and general location of the storage tanks and pumps; and
the size, location and type of material and installation methods for the new
distribution main will be considered, determined and recommended as part
of this study.
- Along the length of the new re -use distribution mains, stub -outs with valves will be
located at strategic locations for the future connection and distribution of re -use water
to irrigation systems to several communities including, but not limited to:
1. North of Sea Oaks
- Disney Resort(east and west)
- North Shore Club S/D
- Coral stone
- Bermuda Club
- Sea Oaks
2. South of Sea Oaks
- Grand Harbor Beach Club
- The Island Club
- Bay Tree Condominium
- Marbrisa
- Sea Colony (east and west)
- Indian Trails
- Avalon
- Ocean Pearl (east and west)
- VB Estates (undeveloped parcel)
- Palm Island Plantation
- Carlton VB
- River Club
- John's Island
- The list of developments above maybe added to or deleted from depending on
circumstances that may arise during the evaluation.
Schulke, Bittle & Stoddard, L.L.C. will provide engineering services in several Tasks, as
outline below. The engineer must obtain written authorization from IRCDUS staff prior to
proceeding with each subsequent task of the work.
Task 1: Survey and Base plan preparation
1. Request locates from all utility providers.
2. Route survey of SR A -1-A from Cr510 to Old Winter Beach Road. Route survey will be
prepared by a registered land surveyor and will include the location of the "locates" from
utility providers, topography, location of any above ground utilities and other
infrastructure.
3. Physical location of existing utility infrastructure in SR A -1-A ROW. This will be
accomplished by "pot holing" the ROW -Excavation of a trench perpendicular to the
paved road within the grassed areas between the EOP and the ROW line for field
verification of actual locations of existing underground utilities and structures ("pot
holing"). For fee estimating purposes, thirty-four (34) "pot holed" locations are assumed.
SBS will retain a licensed utility contractor for this work.
4. Obtain, review and import or translate (re -draw) into a drawing any utility and
infrastructure as-builts and/ or construction drawing(s) SBS can attain from IRCDUS,
IRC PW, FDOT and other sources.
5. Prepare an Engineering base plan (CAD drawing) of existing conditions along the route
of A -1-A, incorporating the information and drawings obtained or created via steps 1-4
above.
Task 2: Preliminary Enizineeriniz — Re -use main route:
1. Evaluation of Base map and determination of best route for the new re -use
transmission main and distribution main network.
2. Obtain geotechnical data — soil borings along the route of the main, and at select
locations where improvements may be proposed.
3. Prepare preliminary construction plans of the route of the main(s). Plans will depict the
new re -use transmission main, distribution main(s), and stubbed -out service locations,
from CR510 to Old Winter Beach Road.
4. Prepare preliminary construction cost estimate for the placement of the mains along the
route, from CR510 to Old Winter Beach Road. The estimate will include costs based on
an assumption that the Transmission main is 16" dia. to Sea Oaks WWTP, and the
distribution main is 12" from Sea Oaks WWTP to Old Winter Beach Road, and 2" to 6"
dia. stub -outs with valves at potential re -use customer service locations (12" stub -out at
A).
5. Prepare preliminary report of findings — the objective is to determine if the
construction of a large diameter re -use transmission main is possible and feasible along
the SR A -1-A ROW.
Task 3: Preliminary Engineering — Hydraulic Model/ system recommendations/ Final report
1. Evaluation of the service area, prepare an estimate of current and future re -use water
(irrigation) needs. Prepare hydraulic analysis/model of the IRCDUS re -use water
system proposed to service this area to determine and make recommendations for the
system components, including the re -use main size(s), pump station(s) and storage
tank(s), and other system infrastructure.
2. Prepare revised preliminary construction plans of the route of the mains, edited based
on results of the modeling efforts.
3. Prepare revised construction cost estimate — edit estimate based on results of the
modeling efforts and adding costs for storage tank and pump station at Sea Oaks WWTP.
4. Prepare the Final Report discussing the feasibility to run new Re -Use Water Mains
south on SR A -1-A, from CR 510 to Old Winter Beach Road, and provide preliminary
recommendations on the size and location of the re -use water transmission main and
distribution mains in SR A -1-A and providing size of storage tanks and pumping
station(s) located in Sea Oaks WWTP site.
See Exhibit "A" for location map and conceptual plan.
In connection with this project, Indian River County will provide the Engineer with a copy of any
pertinent preliminary data or reports, all available drawings in electronic AutoCad format; all
surveys, maps, record drawings and design drawings and other documentation in the possession
of or reasonably available to the County that are pertinent to the project.
In order to execute this project in the most cost-effective manner with the most aggressive
schedule, Schulke, Bittle & Stoddard, L.L.C. is using the following sub -consultants:
• Houston, Schulke, Bittle & Stoddard, Inc. DBA Meridian Land Surveyors - for
the route and boundary survey(s).
• KSM Engineering & Testing, Inc. for soil boring / Geotechnical Evaluation.
• Josan Construction — to pot hole existing utilities
Services not included in this scope of work are:
• Any services associated with assisting Indian River County in review and
evaluation of patent related disputes, issues, or claims including preparing to
serve or serving as a consultant or witness for Indian River County in litigation,
arbitration, public or private hearings, or other legal administrative proceedings
involving patent related disputes, issues or claims.
• Any services in connection with the project not otherwise provided for in this
scope of work.
• Final engineering design/permitting; final construction plans.
EXHIBIT `2'
FEESCHEDULE
WORK ORDER NO.3
Method and Amount of Compensation
Schulke, Bittle & Stoddard, L.L.C. proposes to provide the outlined Scope of Work (see
Exhibit `i', attached and pre -ceding this exhibit) for compensation by IRC, the amounts
listed below:
Task 1• Survey and Base Plan Preparation $60,300.00
- Utility locates and Prepare route survey of SR A -1-A $ 8,500.00
- Excavation / "pot holing" existing utilities, backfill, $40,800.00 *est.
re -grade and grass disturbed areas. (if required).
(assume 34 locations, by a licensed utility contractor)
- Survey of "pot holed" utilities $ 4,000.00
- Base Plan preparation $ 7,500.00
Task 2• Preliminary Engineering — Re -use main route: $16,000.00
- Base Plan evaluation $ 2,000.00
- Geotechnical data — soil borings (1 per 500 ft+- along route). $ 4,000.00
- Preliminary Construction plan and cost estimate (of re -use mains) $ 7,500.00
- Preliminary Report of Findings $ 2;500.00
Task 3: Preliminary Engineering — Hydraulic Model/ system
recommendations/ Final report $22,500.00
Evaluation of service area, and hydraulic analysis/model of
the IRCDUS re -use water system proposed to service this area $ 14,000.00
Revise/ update preliminary construction plans and cost estimate $ 4,000.00
Prepare Final Report — attend BCC and other public meetings
(as required) $ 6,000.00
Reimbursable Expenses: $ 2,000.00 est.
- Reimbursement for payment of direct costs, including
Reproduction, copies, prints, mail, Fed -Ex, etc.
(See next page for actual costs)
TOTAL: $102,800.00
*est. = estimated amount. Actual cost will vary depending on quantity provided. Price based on cost of
utility crew at $1200 per day, and one trench excavation, survey and restoration per day
EXHIBIT `2'
FEE SCHEDULE
WORK ORDER NO. 1
Printing and Reproduction, Mail and delivery
The County shall make direct payment to our office for the cost of printing project plan
sheets required for utility coordination and for copies of reports, drawings, specifications,
and other pertinent items required by federal, state and local agencies from whom
approval of the project must be obtained, material suppliers, and other interested parties,
but may charge only for the actual cost of providing such copies based on the following
tabulation:
8 1/2" x 11" $ 0.12/sheet 24 X 36 prints $ 2.00/ea
11" x 17" $ 0.50/sheet CD $ 4.00/each
The county shall make direct payment to our office for the actual cost of mail, Fed -Ex, or
similar costs for delivery of plans and documents to jurisdictional agencies, contractors,
etc.
Application Fees
Not Applicable
EXHIBIT `3'
TIME SCHEDULE
WORK ORDER NO.3
Time of Performance
The estimated time frame for completion of services from the approval of this Work
Order is as follows:
Task 1— Survey and Base Plan Preparation:
Utility locates, route survey, excavation/"pot holing", 4% Months
backfill, regrade and grass disturbed areas, survey of
utilities, base plan preparation
Task 2 — Preliminary Engineering — Re -Use Main Route:
Base plan evaluation, soil borings, preliminary 1'/z Months
construction plan, cost estimate, preliminary
report of findings
Task 3 — Preliminary Engineering — Hydraulic Model /
System Recommendation / Final Report:
Evaluation of service area, hydraulic analysis/model 2'/2 Months
of IRCDUS re -use water system, revise/update preliminary
construction plans and cost estimate, prepare final report,
attend BCC and other public meetings (as required)
Remainder of Page Intentionally Left Blank
P. 1 of 1
fp
DSQR'
mlNO
R
Zr • W^LI
2, U,
4�
.0
336 LO
r
36TY.ROAD, .1.Q
I C HA E L�S 0 tt -.c
7 ".1
34,
23.79.
CRE
6-
0
�Q
NORTH
GRAPHIC SCALE
0 1800
IN FEET
I inch = 1800 ft.
S�
-S
%
ATILAAN"T
OCEAN'
-'
AKS (EAST)
MTI ENT E P,_
-NSERVAT R
;RAND HARB
BEACH CLUB
SHEET4
BAYTREEVILLAS
BAYTREE OCEAN
MARBRISA
MARBRISA SEASIDE
SHEET
- SEA COLONY
- INDIAN TRAILS
- AVALON
-OCEAN PEARL
(EAST &WEST)
-VERO BEACH
dT
ESTATE
(EAST & WEST)
;7,»•.¢,1
7;
1 'ew A,4
, IX
—7;!,.0(7p
Corpora ion
Di t-ibuti
I
ATTACHMENT'N TO EXHIBIT 1 SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE -USE WATER ATTACHMENT A
LOCATION MAP AND CONCEPTUAL PLAN CML & STRUCTURAL iNGINMWNG - LOD pLmAfjNa - &mRommDffAL PERM7T7ING MAIN ROUTE KEY
A-1 -A RE -USE MAIN CEMVMMN OF AUMORVA710N NO.: 0000a668
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 (C.R_ 510 TO OLD WINTER BEACH RD.)
I.R.C. UTILITIES DEPARTMENT TEL7721770-9622 FAX 7721770-9496 EMAIL (nfo@sbsengjneers.com
.. �,. ONNE T To --
WN HID E IST. INDS R
NO ± 0 MILES (T HE N RTH _ 2.0 M LES) '
',%- 'I z LO . I + 416 A R S-- NOt'!'Fi
•�» A 250 L TS GAAPItIC SCAR ,0 god,
.,
EXIST. 16" T.M. ��'� � ~ ` \ -�..,
1 DISCONNECT AND PLUG EXIST. 8'
„M COUNTY ROAD 510 EXIST. 8x,�'
IN F%tt
I inch - 200 ft
7- ,
PROP. l6m
A � ,� 0 �O T.M. ATLANTIC
+' O
OCEAN
4 ,
DSNgY v iON CLUB
,Ra It3N: ``"«; ° VE BEACH,
RES `.a►°` .."`a ' 14.14 ACRES
AAs
�► V,
yy � 5yy
d"'� . i,M�',r �,�� M € `��, Y^^ A}.gIN SAL ,. ,r '�� �r�. }• � ' ��., 1�' � � « .��
"►', s } s
.r 'Yj4, r ,�M • ..9Y �! � i" M "11�N, X fir'' '{x -
'
CLUB
TMr
9.85 ACR
feol
CORALSTONE �\ , 7 LOTS' `
15-93 ACRW ,\
" x '
\\
MAT L E 1MAT F ,INE 1
S ET 2
ATTACHMENT 'N TO EXHIBIT 1 SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE-USE WATER ATTACHMENT
LOCATION MAP AND CONCEPTUAL PLAN CML & S7RUC7UR4L ENGTNEERNG • L40 PLINNNG - EWLRGNMFWAL PERAUf7lNG MAIN ROUTE 1
A-1-ARE-USE MAINCaWrr
Si " Cr UATM N0 es 0000S OF 8
1717 INDIAN RIVER BLVD , SUITE 201 VERO BEACH, FLORIDA 92960 (C-R 510 TO OLD WINTER BEACH RD-)
I.R.C. UTILITIES DEPARTMENT TEL7721770-9622 FAX7721770-9496 EMAIL info@sbsengrneerscom
_ MATCHL! 1
SESHEE 1
1�x '�5
CO sur\ � NORTH SHORE NORTH
\�A "x CLUB GRAPHIC SCALEA 2 `fit' Q ± 9.85 ACRES
�\ \, ,� 0 200
" ,1 �.0 �7 LOTS
01, *, i
'\�o� 6?�T H C1 LIE IN FEET )
' \ \ dATItJN- i inch = 200 ft.
\' �1 TYPIg4I L
iQ
_.. BERN4 US�E\ '\ o . .n. ' ,. ATLANTIC
9 OTS µ �+�\� \O OCEAN
,T
\" \`0
PROP. 16"
T.M.
EXISTA" c1'�, SEA OAKS
D.M. '#Y,> \ �' EAST
, ± 22.87 ACRES
WEST
t 93,66 AltRE 9r,• v\\
i 190 LOTSg' 0
F OAK*
r .� \pyo, �,�y. w r
C LI f v MAT c� INE 2
S .,.. "4" '"' 0 2tltiy' cwsof< ramaraM o E018 DrgICMGton� oC (20tH) "$ ET 3
ATTACHMENT'A' TO EXHIBIT 1 SCHULKE, E3ITTLE & STODDARD, LL_.C. 16 AND 12" RE -USE WATER ATTACHMENT A
LOCATION MAP AND CONCEPTUAL PLAN cmc smucn7nu Fxc�xEErnxc • uxo Puxxmc • �rmrzoxwtNru FFnrannuc MAIN ROUTE 2
A -1-A RE -USE MAIN cerrnelcAnoN of aunlazaAnoa No.: ooaosssa OF 8
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 (C.R. 510 TO OLD WINTER BEACH RD.)
I.R.C. UTILITIES DEPARTMENT TEL772/770-9622 FAX7721770-9496 EMAIL. in(o@sbsengineers,com
TCHL
" — I Ii -C SHE 2 PROP.!
A TE WATE„R'A: ,
TREAT . T.M.
.y, LANT .,
to ±,2:'4 ESS"„ 'z \ 1 '; „ -'' "` 8
. .,i'W: SEA OAKS4`1 NORTH
�•: '�.
1 iGRAPHIC SCALE'-Y_sr
' 1,2 287 ACRES 20x0
* 0
" },EXIST. 8"
PO
MP aw a IPI FEET
STATION\ \q�
AilAt < "'' ''" " I inch — 200 ft
SEA OAKS 1 TP \ 4 .
,.4 TORR OTAURS
I✓LORi fNSERVAT'ION.
tD CREATIONAL LANDS
T lot,
=..; 1i� K n \; ;� o ±15tl75ACRES
e< .
w.. .'',,, ,,.,' ,,.r F P„.,'\.• \per
, -Awe ,
\, \' P , P
� ' x .v ' '
e ATLANTIC
{e. + K �Dr �#h
OCEAN
0*4
GRAND HARBOR
+\; z :BEACH CLUB.
„ aF ORIDA�COfIE VATIO �O ± 4.63. ACRES
"AND REC.REATIF)NAALL ILAbs
ot
TM ,' X3,7,2'1 AI✓E '< ' e" °C 'rte
I oe; , N
4,101100 4110.141110,
v.
PAC
1110 . x. k , $t "' tis
�I.# °ea tet' �', "'� *^ , � * �+��;. � •,np,'rb, r `a`-. \�� � tfl0`'> T' ,� '°�s, ,ae•. -
ar:
T *�
'k /y, �.k,y "" * t . „+F 2 „ •w{ +dam yk + � Al�* " ���`"�•,"�+ d"`'"I''``< \""FLDAyCON RVATION .'
'�' AND, RECREA�TIONL LARIDS
�.- ..
do
e
" e \' >
��,,
t „ ,��,•
y�
�� �" �^ • � ;fir /� `'Y ;�s a�#9 �,� � if � '� � ' .�'dA 1, '".w. ' \ _ ,n�A /e. .,.
k�- rte•""" Z16 ,`"r "�-..,f" \ - •+e18'%"��R..d� �� - C� .
"_iVIA F1L i3 ,-' '� (S! °$( U$:;Mf1'P�10 _,b< .- ^ � : r _ � _ ':;X-MAKCHL(N�E 3+-
s .z e „q:'_1 u - •4 • 1018 Mkrosoft Cotporatlon 02018'OigitalGl\e,OCNES (20
ATTACHMENT `A' TO EXHIBIT 1 SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE -USE WATER ATTACHMENT
LOCATION MAP AND CONCEPTUAL PLAN CMC & STRUCTURAL ENGINEERING • LAND PLANNING ^ EAMRGNLENTAL PLRMR77NGMAIN ROUTE 3
A -1-A RE -USE MAIN CmWICA187N OF AMORQATON NO.: 00008068 OF 8
I.R.C. UTILITIES DEPARTMENT 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FLORIDA 32960 (C.R. 510 TO OLD WINTER BEACH RD.)
TEL 7721770-9622 FAX 772 / 770-9496 EMAIL in(o@shsengineers,com
INE 3'46
" NORTH
GRAPHIC SCALE
l4�`. ��� 0 200
IN FEET )
1 inch — 200 ft.
BA1.YTREE OCEAN..
20'94 ACRES
13 REE VILL
ATLANTIC
C1T' HOLEt , ti
0. 4.«
W. OCEAN
PCAi;l N',..
1' d' • 4M.
a ,t o a; yam. s -T,J# .»„ ,''{`R� \ ,r'^'• :!' I. ..
46,4
r.
't ,
..: BRI r E
VIL
` ,.. �, + * r""` � ��' x � \, `+ .1•;7 A RES
.RIS a.;• ,, _ _
± 53.�� RES ,
-' 4
32 UNITS" " T}" `_ y`�
tea„».
�. • '�. w 0
A Ne
W.
Wawa w ft,
war....
ATCHLINE
�Abwff[�
. CHLI
,l
EE'SHEET r
!!EJ�E Shd �s�cnrporae,o o'zaft me aoa r%r budo iUroysoSS
ATTACHMENT'A' TO EXHIBIT 4 SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE -USE WATER ATTACHMENT
LOCATION MAP AND CONCEPTUAL PLAN CML I SMUCIURAL ENGINEERING • LAND PLANNING • EhMRONMDff& PERMDANG MAIN ROUTE 4
A 1'-A RE -USE MAIN CMM rAlION OF NJMIXiPAMON NO.: 00008688 OF 8
I.R.C. UTILITIES DEPARTMENT TEL 272 (7770 96 RIVER BLVD., 0 9495 EEMAtL nfo@sbsseng neers,wm (C.R. 510 TO OLD WINTER BEACH RD,)
�= SEOI_.ON TCHLINE 4y _=
SEk I_O q, SHEET 4 SEA C Lo
1�RI a \ % ± 4.01 A RES
' NORTH
GRAPHIC SCALE
0 200
y
;,. -IQIAN T RAILS AVALON SUB( IN FEET )
`+ 2.54 ACRES
16 5 ACRES * ; ,; \ 1 inch = 200 ft.
4 ` `INDIAN TRAILS
ATLANTIC
OCEAN
ft „, .;.w.' rv.:,w • '11fl ACRES,,
„ V
OCEAN PEARL EAST
r 2” D.
±.P2 9 -ACRES
P OLEor`
00
err" b VEN
OC
xr
.O
s � w ,�� �' 1 w � tl � \ ` � � K ,�, gym" 'N ., ♦ ..
' A PEA , a« wO
4 9.94 A S
t "m gyp, t baa "� "„4., rt4 ♦ ' � t ... M
Ir
�p F.
H"
L" $.K. n.Y /.
r 'w,
A 1, bA P
W1j1K"' 1'' .y,
r •;� vH
79�r
7"�"+ �� �.�` � �" .�' **� 4 Vii, •� '. .,,: �* ,��
01
Vf
—
LI 5
MATCHLINE
SEE SHEET 6 ,, " tcoa�elion BDig(talGn - -PIFs am)WHQ1P9LLo��H T 6
ATTACHMENT'A' TO EXHIBIT 1 SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE -USE WATER ATTACHMENT
LOCATION MAP AND CONCEPTUAL PLAN CML I STRUCTURAL ENGWEERING • LAND PLANNING • EAMRGNMWAL PFRLLRTING MAIN ROUTE 5
A -1-A RE -USE [MAIN 0ERrFusswN OF AUnOIRMA ON No.: 00006668 OF 8
I.R.C. UTILITIES DEPARTMENT 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 (C,R. 510 TO OLD WINTER BEACH RD.)
TEL 772 f 770-9622 FAX 7721 770-9496 EMAIL info@sbsengmeers.com
CHL/ E 5
'SEES L --
fplA
- w'
P \ -r
J. 8 T� S \ "
N TH
GRAPHIC SCALE
0 200
L_90N
zF �.'4 ( IN FEET
'
10 BEACH'SUB 1 'nch = 20 ft.
1 r" _ 4.94,,ACRES
PALM ISLAND w r.. w 4r AT TI
' LANE ar OC N
m +
40
+,
� r �60* x ` \ � �„:� 12" D.M. � ,►
PALM ISLAND E
o PLANTATION CABANAS
2-37 ACRES
4,"'' ,' " r ° d �a ^ *r ,t,� "�; . ° ,., --4 ... dew nm. p ,. "
a
s
;, `""� are "' ` '` * • ('' �„ '� fir,
-AT CARLT N P.R.D. -. •� RIVE CLUB"
- ` :.
± 57.73: ' �'" " ATC RLT N CONDOS ."'"
11. 3 ACRES
a.' r, a
r},
'
Zo
j..w.. , a .�' MA LINE°"'
1018 Digital 6e (20 8) D'n _ _ T 7
ATTACHMENT'A' TO EXHIBIT 1SCHULKE, BITTLE & STODDARD, L.L.C. 16" AND 12" RE -USE WATER ATTACHMENT A
LOCATION MAP AND CONCEPTUAL PLAN CML S7RUCIZIRAL ENGINEERING • /AND PIANNLW - ENVIROMMDUAL P£RWIING MAIN ROUTE 6
A -1-A RE -USE MAIN OERTMATION OF AUMORIZATION NO.: Oo0OS66B OF 8
I.R.C. UTILITIES DEPARTMENT 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 (C.R. 510 TO OLD WINTER BEACH RD.)
TEL 772 / 770-9622 FAX 772 1 770-9496 EMAIL info@shsengineers.com