HomeMy WebLinkAbout2004-006RESOLUTION NO. 2004- "006
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF INDIAN RIVER COUNTY,
FLORIDA (COUNTY), APPROVING A FLORIDA
DEPARTMENT OF TRANSPORTATION MEMORANDUM
OF AGREEMENT [FM #228583-3-52-01] FOR
LANDSCAPING AND IRRIGATIONS IMPROVEMENTS
FOR US1 FROM THE SOUTH RELIEF CANAL TO
8TH STREET
WHEREAS, the State of Florida Department of Transportation (FDOT)
has designed and completed plans and specifications for roadway,
landscaping and irrigation improvements to US1 from the South Relief
Canal to 8th Street (FDOT Project FM # 228583-3-52-01.) A Memorandum of
Agreement (MOA) between FDOT and the County has been prepared by FDOT,
and approved by County staff, providing for County maintenance of all
proposed landscaping, irrigation, and aesthetic improvements; and,
WHEREAS, FDOT requires that the Board of County Commissioners
(Board) adopt a resolution approving the MOA and authorizing the
execution of the MOA by the proper officials of the County.
NOW THEREFORE, BE IT RESOLVED BY THE BOARD, that the Board hereby
approves the MOA between the Board and FDOT in the form attached to this
Resolution as "Exhibit A" and authorizes the Chairman to execute such
MOA.
The foregoing Resolution was offered by Commissioner Adams
and seconded by CommissionerLowther , and, upon being put to a vote,
the vote was as follows:
Commissioner Kenneth R. Macht
Commissioner Chairman Caroline D Ginn
Commissioner Fran B. Adams
Commissioner Arthur R. Neuberger
Commissioner Thomas S. Lowther
Aye
Aye
Aye
Aye
AyP
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Resolution 2004006
The Chairman thereupon declared this Resolution duly passed and
adopted th-is _ day of -january 2004 .
Attest`. J.K�MBart.on, Clerk BOARD OF COUNTY COMMISSIONERS
By
at,e kj BY
t
Deputy�, l x+ Caroline D. Ginn Chairman
'(g
By
T James E&hand , County A win' trator
I
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s. ✓ 1-64
DISTRICT FOUR(4)
MAINTENANCE MEMORANDUM OF AGREEMENT
t
THIS AGREEMENT,made and entered into this 6th dayofJanuary 264 by
and between the .STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a
component agency of the State of Florida,.hereinafter called the DEPARTMENT and INDIAN
RIVER COUNTY, a political subdivision of the State of Florida, existing under the Laws of
Florida,hereinafter called the AGENCY.
WITNESSETH:
WHEREAS,the DEPARTMENT has jurisdiction over State Road 5 as part of the State
Highway System; and
WHEREAS, as part of the continual updating of the State of Florida Highway System,the
Department, for the purpose of safety, protection of the investment and other reasons, has
constructed and does maintain a six (6) lane highway facility as described in Exhibit A attached
hereto and incorporated by reference herein,within the corporate limits of the AGENCY; and
WHEREAS, the AGENCY is of the opinion that said highway facilities that contain
landscape medians and areas outside the travel way to the right of way line, excluding standard
concrete sidewalk,shall be maintained by periodic trimming,cutting,mowing,fertilizing,litter pick-
up and necessary replanting; and
WHEREAS,the parties hereto mutually recognize the need for entering into an Agreement
designating'and setting forth the responsibilities of each party; and
WHEREAS, the AGENCY by Resolution No2004-006 dated January 6 , 2004
attached hereto and by this reference made a part hereof, desires to,enter into this Agreement and
authorizes its officers to do so;
NOW THEREFORE, for and in consideration of the mutual benefits to flow each to the
other, the parties covenant and agree as follows:
1. The DEPARTMENT hereby agrees to install or cause to be installed landscape,irrigation
and/or hardscape(s) on the highway facilities as specified in plans and specifications
hereinafter referred to as the Project; and incorporated herein as Exhibit B. Hardscape(s)
shall mean any non-standard roadway, sidewalk or median surface such as,but not limited
to interlocking pavers, stamped asphalt and stamped concrete. n
i
2. The AGENCY agrees to maintain the landscape within the medians and areas outside the
travel way to the right of way line by periodic trimming, cutting, mowing, fertilizing, curb
and sidewalk edging, litter pickup and necessary replanting, following the
DEPARTMENT's landscape safety and plant care guidelines. The AGENCY'S
responsibility for maintenance shall include all landscaped/turfed areas and areas covered
with interlocking pavers or similar type surfacing(hardscape)within the median and areas
within the travel way to the right of way line,including paver sidewalks,paver intersections
and all paver header curbs,stamped asphalt and concrete areas.It shall be the responsibility
of the AGENCY to restore an unacceptable ride condition of the roadway caused by the
differential characteristics of the paver brick and/or the header curb on Department of '
Transportation right-of-way within the limits of the Project.
Such maintenance to be provided by the AGENCY is specifically set out as follows:
To maintain, which means the proper watering and fertilization of all plants and keeping
them as free as practicable from disease and harmful insects; to properly mulch the plant
beds; to keep the premises free of weeds;to mow and/or cut the grass to a proper length;to
properly prune all plants which includes(1)removing dead or diseased parts of plants,or(2)
pruning such parts thereof which present a visual hazard for those using the roadway. To
maintain also means removing or replacing dead or diseased plants in their entirety, or
removing or replacing those that fall below original project standards. All plants removed
for whatever reason shall be replaced by plants of the same size and grade as specified in the
original plans and specifications. To maintain also means to keep the hardscape areas free
from weeds and replacement of any areas becoming in disrepair so as to cause a safety
hazard. To maintain also means to keep litter removed from the median and areas outside the
travel way to the right of way line. Plants shall be those items that would be scientifically
classified as plants and include but are not limited to trees,grass,or shrubs.All debris arising
from maintenance activities is to be properly removed from the roadway right of way without
using the roadway's storm water drainage system for disposal.
If it becomes necessary to provide utilities(water/electricity)to the median or side areas for
these improvements, the AGENCY shall be responsible any fees. associated with the
installation and maintenance of these services.
The above named functions to be performed by the AGENCY may be subject to periodic
inspections by the DEPARTMENT at the discretion of the DEPARTMENT. Such
inspection findings will be shared with the AGENCY and shall be the basis of all decisions
regarding repayment,reworking,or agreement termination. The AGENCY shall not.change
or deviate from said plans without written approval of the DEPARTMENT.
3. If at any time after the AGENCY has assumed the landscape installation and/or maintenance
responsibility above-mentioned, it shall come to the attention of the DEPARTMENT's
District Secretary that the limits or a part thereof is not properly maintained pursuant to the
terms of this Agreement,said District Secretary may at his option issue a written notice that a
deficiency or deficiencies exist(s), by sending a certified letter to the AGENCY, to place
said AGENCY on notice thereof. Thereafter the AGENCY shall have a period of thirty(30)
2
calendar days within which to correct the cited deficiencies. If said deficiencies are not
corrected within this time period,the DEPARTMENT may at its option,proceed as follows:
(a) Maintain the landscape or apart thereof, with DEPARTMENT or contractor's
personnel and invoice the AGENCY for expenses incurred, or
(b) Terminate the Agreement in accordance with Paragraph 7. of this Agreement and
remove, by DEPARTMENT or contractor's personnel, all of the
landscape/hardscape installed under this Agreement or any preceding agreements
except as to trees and palms and charge the AGENCY the reasonable cost of such
removal.
4. It is understood between the parties hereto that the landscape covered by this Agreement may
be removed,relocated or adjusted at any time in the future as determined to be necessary by
the DEPARTMENT in order that the adjacent state road be widened, altered or otherwise
changed to meet with future criteria or planning of the DEPARTMENT. The AGENCY
shall be given sixty(60)calendar days notice to remove said landscaping after which time
the DEPARTMENT may remove same.
5. The DEPARTMENT agrees to enter into a contract for the installation of landscape project
for an amount not to exceed$ 242,000.00 as defined in Exhibit C.
The DEPARTMENT's participation in the project cost,as described in Exhibit C is limited
to only those items that are directly related to this project.The AGENCY shall be invited to
assist the DEPARTMENT in final inspection at the end of the Contractor's 365 day
warranty and establishment period.
6. The AGENCY agrees to reimburse the DEPARTMENT all monies expended for the
project, should the landscape/hardscape areas fail to be maintained in accordance with the
terms and conditions of this Agreement.
7. This Agreement may be terminated under any one (1) of the following conditions:
(a) By the DEPARTMENT,if the AGENCY fails to perform its duties under Paragraph
3, following ten(10) days written notice.
(b) By the DEPARTMENT, for refusal by the AGENCY to allow public access to all
documents,papers,letters,or other material subject to the provisions of Chapter 119,
Florida Statutes, and made or received by the AGENCY in conjunction with this
Agreement.
8. The term of this Agreement commences upon execution.
3
9. To the extent permitted by law, the AGENCY shall indemnify and hold harmless the
DEPARTMENT, its officers and employees from all suits, actions, claims and liability
arising out of the AGENCY's negligent performance of the work under this agreement, or
due to the failure of the AGENCY to maintain the Project in conformance with the standards
described in Section 2 of this Agreement.
10. The AGENCY may construct additional landscape/hardscape within the limits of the rights-
of-ways identified as a result of this document, subject to the following conditions:
(a) Plans for any new landscape/hardscape shall be subject to approval by the
DEPARTMENT. The AGENCY shall not change or deviate from said plans
without written approval by the DEPARTMENT.
(b) All landscape shall be developed and implemented in accordance with appropriate
state safety and road design standards;
(c) The AGENCY agrees to comply with the requirements of this Agreement with
regard to any additional landscape installed;
(d) No change will be made in the payment terms established under item number five(5)
of this Agreement due to any increase in cost to the DEPARTMENT resulting from
the installation of landscape added under this item.
11. This writing embodies the entire Agreement and understanding between the parties hereto
and there are no other agreements and understanding, oral or written,with reference to the
subject matter hereof that are not merged herein and superseded hereby.
12. The DEPARTMENT,during any fiscal year,shall not expend money,incur any liability,or
enter into any contract which,by its terms, involves the expenditure of money in excess of
the amounts budgeted as available for expenditure during such fiscal year. Any contract,
verbal or written,made in violation of this subsection is null and void,and no money may be
paid on such contract. The DEPARTMENT shall require a statement from the Comptroller
of the DEPARTMENT that funds are available prior to entering into any such contract or
other binding commitment of funds. Nothing herein contained shall prevent the making of
contracts for periods exceeding 1 year,but any contract so made shall be executory only for
the value of the services to be rendered or agreed to be paid for in succeeding fiscal years;
and this paragraph shall be incorporated verbatim in all contracts of the Department which
are for an amount in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00)and
which have a term for a period of more than 1 year.
13. The DEPARTMENT's District Secretary shall decide all questions,difficulties and disputes
of any nature- whatsoever that may arise under or by reason of this Agreement, the
prosecution or fulfillment of the service hereunder and the character, quality, amount and
4
value thereof; and his decision upon all claims, questions and disputes shall be final and
conclusive upon the parties hereto.
14. This Agreement may not be assigned or transferred by the AGENCY in whole or part
without the consent of the DEPARTMENT.
15. This Agreement shall be governed by and construed in accordance with the laws of the State
of Florida. In the event of a conflict between any portion of the contract and Florida law,the
laws of Florida shall prevail.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement effective the
day and year first above written.
AGENCY STATE OF FLORIDA
INDIAN RIVER COUNTY DEPARTMENT OF TRANSPORTATION
By .� By:
Caroline D. Ginn
Title: Chai rman District Secretary
BCC Approved: January 6, 2004
Attest: (SEAL) Attest: (SEAL)
aleft 0 Executive Secretary
val a Fo Date Approval as to Form Date
Indian River County Approved Date
Administration f23o -
Budget ft
Co. Attorney
Risk Management
Department I' Z
Division 5
RECEIVED
r
NOV 14 2003
Planning&Environmental Mgmt SECTION NO. 88010
District Four I FM NO.(s): 228583-3-52-1
COUNTY: Indian River
S.R.NO.: 5
EXIMIT A
I. PROJECT LOCATION:
The project.is located on US1 (SR5) in Indian River County.. The scope includes .
resurfacing, widening and reconstruction from 4 to 6 lanes, as well as,
construction of a 4' bike lane, on a portion of US-1 from milepost 3.444 to 4.071 in
Indian River County.
The project also includes minor widening and reconstruction on Indian River
Blvd.
LOCATION MAP:
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SECTION NO.: 88010
FM NO.(s): 228583-3-52-1�
COUNTY: Indian River
S.R.NO.: 5
EXIMIT B
PROJECT PLANS
The Department agrees to install the Project with a contractor in accordance with the plans and
specifications attached hereto and incorporated herein.
Please see attached plans prepared by: Robert J. Cotleur, RLA#1067
Cotleur Hearing
1934 Commerce Lane, Suite 1
Jupiter,Florida 33458
Dated: August 15, 2003
C.`.!D\T'imsprgjQ2A^5)$3;_ns l\ro;�dG�ay\docu�yients\t tirdscapeEx.hibitA.doc
SECTION NO.: 88010
FM NO.(s): 228583-3-52-1
S.R.NO.: Indian River
SR: 5
EXMIT C
PROJECT COST
This Exhibit forms an integral part of the DISTRICT FOUR(4) HIGHWAY MAINTENANCE
MEMORANDUM OF AGREEMENT between the State of Florida, Department of
Transportation and the AGENCY.
Dated
I. APPROXIMATE PROJECT COST: $_3,527,874.93
APPROXIMATE LANDSCAPING COST: $ 242,000.00
C':\IJ:Tims�r��j\'_'2Rj$3,_ns l\roadttay\documenU\LandscapzExhibii.4,doc
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANS
FINANCIAL PROJECT ID 228583-3-52-01
(FEDERAL FUNDS)
INDEX OF LANDSCAPE PLANS INDIAN RIVER COUNTY (88010)
STATE ROAD NO. 5
SHEET NO. SHEET DESCRIPTION
LD-1 KEY SHEET '
LD-2 LANDSCAPE GENAINN OF QUANTITIES LANDSCAPE APE PLAN)'
10-7 LANDSCAPE GENERAL
NOTES - '
LD-4 LANDSCAPE DETAILS - SR.S
LO-5 -'ll LANDSCAPE PLANS
LD-IP LAMDSC APE PLANS IACD IAN RIVEfl BLVD
LD-17 IRRIGATION TABULATION OF QUANTITIES
1 INRIGATION NOTES
LD-/S -IRRIGATION DETAILS
LO-16 -23
1RAIGATION PLANS "
PLANS PREPARED BY:
- LrBo[�Hau,egprndAebSl.CaYr,PIN//OSI
. ® Cotleur Hearing
1931CmomwLAne Guo,
501-74- comma b3{60
001T2326 Fn561.70•1377
llulu,N.LCCOW239
LICENSE NO. LC-COOO2J9
VENODR NO. 65-0270w',
CONTRACT NO.C-7045
/ ROTE:THE SCALE OF THESE PUNS vAY
NAVE CHANGED DILE TO REPRODUCTION.
GOVEAMING STANDARDS AND SPECM'.CATKWS.FLORID ./fir C
DESIGN STANDEPADARDS
II OF TRANARY 2 T.1]N, _ PROGRESS SET
DESIGN STANDANDS DATED JANUARY POOP,
ANDSTANDARD SPECIFICATMMIS FOR ROAD
AND BRIDGE CONSTRUCTION DATED Pm,
AS"EMBED BY CONTRACT DOCUMENTS.
KEY SHEET REVISIONS LANDSCAPE PLANS -
DATE BY DESCRIPTAON LANDSCAPE
ARCHITECT OF RECONO: ROBERT J. COTLEUR
R."NO, 1067
FISCAL SHEET
YEAR NO.
FDOT PROJECT MANAGER: JOHN OLSoN,P.E. 05 ID-1
. - N/Is/21N] 9:JIA LN ,V,rn102Vs min OIL�prSIsU-ISNr22S5BJ-J-SIS-4tlbn-rHVWUAYVSIO[S.SSn
FORM 625-000-02.
LANDSCAPE TABULATION OF QUANTITIES ROADWAY DESIGN 01-2000
-. PAYSHEET NUMBERS TOTAL
REF.
ITEM NO. SYY
DESCRIPTION SIZE UNIT W_5INAL PLALD-6 LD-7 LD-8 LD-9 LD-10 LD-ll LO-12 SHEET SHEET
PLAN FN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN I FINAL PLAN FINAL PLAN FINAL PLAN FINAL
162-3-101 FINISH SOIL LAYER SY 1 739 464 237 899 964 366 3669
575-/-4 SODDING(ST. AUGUSTINE) SY 310 218 455 486 142 1611
581-2 GROUNDCOVER PL 772
£U lEuplorblo M1111 'Rosy' - (PInkJ Dwarf Crown Of Thorns #1-#2 GAL 8'x8' 15'OC 388 384 A2
582-2 SHRUBS PL 3782
CI lChriesabolonus Icaeo 'Red TIP' - Red Tip Coca um #3 /.51x1.5' 2.5' OC 26 154 225 405
CID Chr sobalows Icon 'Horizonfolls' - Dwarf Coco um #3 /'x1.5' 2' OC .90 90
FG Ficus Macro. 'Green Island' - Green Island Ficus #3 /5'x18' 2' OC 140 140
HPD Hamello Patens 'Co la' - Dvarf Flrebush #3 1.5'x1.5' 2' OC 168 195 363
IV Hex Vamltdrlo 'Stakes Dvf.' - Dvorf You n Holl #3 12'x(2' 2' DC 207 54 60 61 186 568
IX Ixora 'Nord Grant' - Pink Ixoro #3 2'x2' 2' OC 236 115 104 455
JP Juniperus Parsonil - Parsons Juniper #3 12'x/B' 2' OC 130 88 30 80 328
PD Podo. Mocr. 'Pringles' or 'Mato' - Dwf. Podoeor #3 1'x1.5' 2' OC 48 112 96 BO 135 47)
RI Raphlolopis Indica - Indian Howl/nrne #3 12'x18' 2' LIC 135 125 115 135 513
SAV ISChafflera ArborlColu 'Trinefte' - Dvf. Var. Schefflero #3 /.5'x1.5' 2' OC 124 40 1/5 279
ZF lZamla FlorldanaCoontle 413 1'x1.5' 2.5' OC BB 82 170
583-4 TREES PL 47
LI Loyerstrownto 'Tuscarora' Watermelon Crape Myrtle 12'x6' LIMB UP 5' MULTI 10 5 5 20
Pm Podocarpus groctilor - Weeping Podocor s - 12'x6' LIMB UP 4' FULL 5 5
QV Quercus Vir(Nano - Live Oak 14'x 6' 3'CAL 5' CT MIN AS - B 11 19
QVI Quercus V)r Inlom - Live Oak III? SIGHT TRIANGLE) 14'x 6' 3'CAL 5' CT MIN LIMB UP 7.5' 1 1 1 3 3
584-4 SINGLE TRUNK PALMS PL I 1 1 53'
LD LIvlsldno Dal fens - Ribbon Palm 8'-10' CT - 10 6 7 23
SP Sabo/Palma IN - Sabal Palmetto 14'-22'CT STGG SLICK TRUNK 9 9 18
SPI Sabal Palmetto - Sobal Palmetto 8'-12' CT STGG BOOTED - 6 6 I2
590-70 IRRIGATION SYSTEM L5 1
639-1-22 ELECTRICAL POWER SERVICE tU.G.)
AS
PAY ITEM FOOTNOTES
162-3-101INCLUDES TOPSOIL, FERTILIZER AND OTHER AMENDMENTS AS SPECIFIED IN THE SPECIFICATIONS AND LANDSCAPE NOTES.
575-1-4 INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY FOR THE COMPLETE INSTALLATION OF ST. AUGUSTINE
SOD,(WITHIN IRRIGATED MEDIANS& ISLANDS ONLY), INCLUDING DELIVERY, PREPARATION, EXCAVATION, INSTALLATION AND SOD.
THIS PAY ITEM NUMBER ALSO INCLUDES ALL FERTILIZER ANO'WATER FOR GRASSING AS REQUIRED FOR THE COMPLETE INSTALLATION
OF SODDING IN ACCORDANCE WITH THE SPECIFICATIONS. -
581-2, 582-2, INCLUDES ALL LABOR, MATERIALS,EQUIPMENT AND INCIDENTALS FOR THE COMPLETEINSTALLATIONOF PLANT IN ACCORDANCE WITH
583-4, 584-4, SPECIFICATIONS AND FOOT INDEX #544 INCLUDING,BUT NOT LIMITED TO,PLANT,UNSUITABLE SOIL REMOVAL,SPECIAL BED PREPARATION,
STAKING,MULCH, HAND.WATERING, GUARANTY AND MAINTENANCE DURING ESTABLISHMENT PERIOD.
590-70 INCLUDES ALL LABOR, MATERIALS,EQUIPMENT AND INCIDENTALS FOR THE COMPLETE INSTALLATION OF AUTOMATIC IRRIGATION
SYSTEM BY MEANS OF OPEN TRENCHING AND AS SPECIFIED IN THESE PLANS AND THE GOVERNING SPECIFICATIONS. INCLUDES THE
COST OF ALL SYSTEM COMPONENTS AND INSTALLATION INCLUDING, BUT NOT LIMITED TO IRRIGATION WELLS, PREFABRICATED PUMP
STATIONS,VALVES, IRRIGATION HEADS, NOZZLES,FITTINGS,PIPES, SLEEVES, CONTROLLERS,CLOCKS, BACKFILLING,DEBRIS REMOVAL,
SYSTEM TESTING AND COORDINATION WITH THE INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT.
639-1-22 ELECTRIC SERVICE INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY FOR PROVIDING ELECTRIC POWER
SERVICE TO THE IRRIGATION PUMP STATION. COMPENSATION SHALL BE FOR A COMPLETE INSTALLATION INCLUDING,BUT NOT LIMITED LEGEND:(GAL) = GALLON,(00 = ON CENTER,(MULTI) = MULTIPLE TRUNKS,tCT)
= CLEAR
TO, TRANSFORKERS, WIRES,CONDUIT,EXCAVATION, METERS AND/OR PAYMENTS TO FPL FOR SERVICE CONNECTION FEES. THE COST TRUNK, fUINJ = MINIMUM, (AS) =AS SHOWN, (CAL)= CALIPER,(STGG)
=STAGGERED
OF ELECTRICITY TO POWER THE SYSTEM WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE.
DATE OfSrRIPTIONREVISIONS - lxMsraps And Ud al Raced:Rdrwl. ur, 1 STATE
A ' CotleI Hearing AEPARTAfEW OOF ALORMA
F TRAAWPMTA77oN sLIL'EpEr
1934 Coauneree Lane Suite t ROAD NO. CWNTY FINANCIAL PROJECT!D LANDSCAPE
Jupeer,Fbrida 33459
Wi-7 .6"36 fex561747-lar/_ SR 5 INDIAN RIVER 22,3583-3-52-01 TABULATION OF QUANTITIES -2
license No.L. 000239
6/IS/Xa3 9.32A W —1„r02Y,mra EWVr9Jads-10on2295e1-J-rr9-IM/a-rMVrvtl,mvpprnar,epi
LANDSCAPE GENERAL NOTES
I. MEDIAN PLANT BEDS SHALL RECEIVE SPECIAL BED PREPARATION IN ACCORDANCE WITH SUB ARTICLE 580-4.4 OF THE SPECIFICATIONS AND THESE
NOTES. NEW PLANTING SOIL SHALL BE PAID FOR UNDER PAY ITEM 162-3-101(FINISH SOIL LAYER). FINISH SOIL LAYER WILL ALSO HAVE FERTILIZER'ADDED
AND THOROUGHLY MIXED INTO THE TOP 6'OF DEPTH PRIOR TO PUNTING. FERTILIZER WILL HAVE AN ANALYSIS OF 6-6-6,OR OTHER ANALYSIS
AS MAY BE APPROVED BY THE ENGINEER,AND WILL BE ADDED AT A RATE OF 6LB PER CUBIC YARD OF FINISH SOIL.
2. THE LOCATIONS OF PLANTS,AS SHOWN ON THESE PLANS,ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE '
UNFORESEEN FIELD CONDITIONS, TO COMPLY WITH SAFETY SETBACKS,OR AS OTHERWISE DIRECTED OR APPROVED BY THE ENGINEER.
THE CONTRACTOR SHALL FLAG ALL PROPOSED TREE AND PLANT BED LOCATIONS TO THE EXTENT REQUESTED BY THE ENGINEER AND FOR
HIS OR HER APPROVAL PRIOR TO PLANTING.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. REFER TO ROADWAY PLANS(GENERAL NOTES)
FOR A LISTING OF ALL KNOWN UTILITIES IN THE AREA.
4. ALL PLANTING IS WITHIN IRRIGATED AREAS.HOWEVER, THE IRRIGATION SYSTEM MAY NOT BE COMPLETELY OPERATIONAL AT THE TIME OF PLANT -
INSTALLATION. THEREFORE,HAND WATERING MAY BE REQUIRED BY THE CONTRACTOR. THE CONTRACTOR SHALL DETERMINE HIS OR HER OWN WATERING
SCHEDULE AND RATE TO ENSURE THE HEALTH' ESTABLISHMENT OF ALL PLANTS. ALL COSTS FOR HAND WATERING OF PLANTINGS SHALL BE
INCLUDED IN THE UNIT COST OF THE PLANT MATERIAL. PLANTS THAT DIE,OR EXCESSIVELY SHOCK DUE TO LACK OF WATER, MUST BE REPLACED BY THE
CONTRACTOR,AT NO COST TO THE DEPARTMENT. WATER FORCE FROM WATER TRUCK SHALL NOT BE APPLIED IN A MANNER WHICH WOULD DAMAGE -
PLANTS,NOR IN A MANNER WHICH WOULD REMOVE SOIL SAUCER RING OR MULCH AROUND EACH PLANT. ANY DAMAGE TO PLANT OR OTHER
SURROUNDING ITEMS,EITHER BY WATER FORCE OR WATER TRUCK, IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE.
S. TREES AND PALMS HAVE UNIQUE SYMBOLS IN THE LANDSCAPE PLANS AND ARE THEREFORE QUANTIFIED PER EACH PLAN SHEET. SHRUBS AND -
GRO'JNDCOVERS ARE SHOWN BY HATCHED AREAS AND THEREFORE QUANTITIES ARE GIVEN FOR EACH MASS.
6. ALL LANDSCAPE BEDS SHALL RECEIVE A UNIFORMLY APPLIED MULCH MATERIAL TO A MINIMUM THICKNESS OF J'OVER THE ENTIRE PLANT BED,(EXCEPT
WITHIN 3'OF TREE TRUNKS). MULCH TYPE TO BE GRADE 'A'RECYCLED MULCH. THE COST FOR MULCH WILL BE INCLUDED IN THE COST OF THE PLANT.
7. PLANT STAKING L GUYING WILL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND FOOT INDEX #544(EXCEPT AS NOTED OTHERWISE). THE COSTS FOR
STAKING 8 GUYING WILL BE INCLUDED IN THE COST OF THE PLANT.
8. ALL PLANTS WILL BE INSTALLED IN ACCORDANCE WITH THE FDOT INDEX#544 DETAILS,EXCEPT FOR THE PROPOSED HEIGHT OF THE ROOT BALL. INDEX
#544 SPECIFIES THE HOOT BALL TO BE PLACED SUCH THAT THE TOP OF THE BALL 15 FLUSH WITH THE-ADJACENT,EXISTING GRADE. AS A SPECIFIC
REQUIREMENT OF THIS PROJECT,ALL PLANTS WILL BE PLANTED WITH THE TOP OF THE ROOT BALL ABOVE THE EXISTING GRADE A DISTANCE OF ONE
TENTH U/IO)OF THE HEIGHT OF THE ROOT BALL,Ile,A IO' TALL ROOT BALL WILL BE PLANTED WITH THE TOP I-ABOVE GRADE).
9. WHERE EXISTING TREES ARE SHOWN TO REMAIN WITHIN PROPOSED PLANT BEDS OR SOD AREAS, THE DEPTH OF REQUIRED EXCAVATION FOR BED
PREPARATION MAY BE REDUCED AS NECESSARY TO AVOID DAMAGE TO-TREE ROOTS TO REMAIN.
IO. ST. AUGUSTINE SOD WILL BE USED IN ALL IRRIGATED MEDIANS AND ISLANDS AND 15 QUANTIFIED IN THESE LANDSCAPE PUNS. BAHIA SOD WILL BE USED
IN ALL UNIRRIGATED ISLANDS AND AT BACK OF SIDEWALK AREAS AND IS QUANTIFIED IN THE ROADWAY PLANS.
ll. DECORATIVE STAMPED CONCRETE MAINTENANCE STRIPS ARE SHOWN AND DETAILED IN THESE LANDSCAPE PLANS,BUT ARE QUANTIFIED AND PAID FOR
UNDER PAY ITEM NUMBERS PROVIDED IN THE ROADWAY PLANS. REFER TO THOSE PLANS FOR MORE INFORMATION. -
REVISIONS lendeupeNWud 01 Revd:RoSeItJ.COW W, Lk t STATE DP PLORMA
I N A I Cotleur Hearing DBPARTABNT OF T MPORTATJON S NOET
_ 1934 C°mmerm L—suite 1 ROAD N0. I COUNTY FINANCIAL PROJECT ID LANDSCAPE GENERAL
Jupiter,Fbdde 33458
551-747-8335,F.581-747-1377 SR5 INDIAN RIVER 228583-3-52-01 NOTES
Cleanse No.LC-C000239 '
. LK/No] 9:J/vb�u �Vur,relVr m:n Olrr�crala'ts-/mnSSeSBJ-J-rrS-iMM-rbuNr<oWneupp.py
------------
GENERAL NOTES:
1)REFER TO INDEX s544 FOR PLANTING DETAILS AND STAKING DETAILS. -
V
FUTURE GROWTH
---------------
I.
_ 1
14.5'MIN WHEN I 6'MIN.
OVERHANGING ROADWAY CLEAR ZONE '
I STAMPED CONC. MAINT.
of 9.5' MIN. I _ STRIP(SEE DETAILS)
-_____________ TYPE 'F'CURB
I
0)21 MAX " w ROADWAY
SLID MAINT.STRIP
SUBGRADE
3'MULCH ITYP.)
(a)MIN. LIMBED UP DIMENSION!WHEN WITHIN SIGHT TRIANGLE) PREPARED FINISH SOIL
!Ol MAX. SHRUB HEIGHT DIMENSION IWHEN'WITHIN SIGHT TRIANGLE) !AS PER SPECIFICATIONS
AND PLAN NOTES)
TYP. MEDIAN SECTION
NOT TO SCALE
- REVISIONS IW�oW Mda�tl 01 f4md:RmMJ.CaNv,RIA�103/
®
DESCRIPTIONBY A C! A7x STA TB iL[Ii - .
SHEET C011eur Hearing DePwRTAreNT OF
777AACCMPgRTATTQN NO.
lupgar,
1631Ca5ROADETAILS6a1-747$338 COJNTf FINANCIAL PR0./fCT ID. LANDSCAPE DETAIL-6m FtaiWa 93434s38 Fm561"747''377 SR 5 INDIAN RIVER 228583-3-52-01 LD-4
.
Lianw No.LC-COOOM
LA/$aJ 9JN!All \41rvrr9YVa mla<ILbro/sU-/ql\22959J-J-irS-lodM-rNVaM�cpN�l/kC17.ppn
i
} /—R/W LINE _
1 / 40
--------------------------L---••-------•--• ...............................................................
_ UTILITIES-
GUARDRAIL DEW
-kSI ALK
BEGIN PROJECT
5 A:'-735.+.22. 0 a. ..... . - _ ......... .
CONST. GUARDRAIL .. ... . ....—- . ,a— .. ...........
- — f STAMPED CpNC.RB
__. TYPE• ;-.-._ -.. - MAINT. STRIP
0
-A' .
:S�..::: ::::.-:�:-�e.——_.. —_..._ � � � /9 SIGN
--______---- EFCURB 9
SIGHT TRIANGLE LINE STATE ROAD 5 i — — -- - 0 SURVEY
.....---- -
........... .--- _ — T - - - - - '- - '- - - - - - - - - -
_—__�!— m - ®� _ _ --_ _ _ — - - - - - - - - - -
_-----_ -----
__-- —._
...-.... -...r.... ........ ... .... .. -.-.. .. .. — — --- - — 7:.
..
-
-
-
-
i _._..._
i r
hicFXE BOTANICAL
GARDENS
r, RAY LINE
a
1 D b 40
Feel
Iux REVISIONS W6wap A.WdOfRxadR0.dJ.CdNw•RLAN106 STA 2W LIP fYQIQlD,f
Cotleur Hearing DEPARrWEN'J'OF 7RAMCIRTAT/QN SHEET
1634Cml dd..3456 sw�1 LANIJtSCAPE PLAN No.
19pflr,340 FbAda.33156 �•�'ro• [OUXTY I FINANCIAL PROJECT 1p
661-747-OM F"561-747-1377 SR5 INDIAN RIVER 228583-3-52-01 SRS LD-5
U...No.LC-C000236
aieixm WIN w w.rr.rotw mrn 41uvro1«o-rm1122e5lJ-J-rvs-Indro,�-rwwwwwweat..a.
t
-- R/W LIN£
---------------------
GUARDRAIL
SIDEWALK L�IJ
SIGN
..-.... �.
Av .. -
. .. ..........
<n
.... TYPE F CURB ._ ._. _. ._. t _ UTILITIES
.-..-.. !.,_... .[FR�l
.... _. SIGHT TRIANGLE LINE
CONST. — .._...
B'CLEAR ZONE
—_ L1 LD PU •TRAVEL•LANE......................................... _....._..........._.....
...
... ./0. �-^
7 — -- ------74f ro. �......._... _-. 743.x.. •8'- -4Jd34.9' .......... ..- 95_.
-- — ———— !2 ROWS.
. �3•"" A RI !2 ROWS.2'OCJ PD 2'00
/ V lX _ —_ IV — —
12 130 5AV FG SAV Ix 95 PAINT.STRIP CONC, I35 48
140 --- 64 �—
— — _ 201 202 STATE ROAD 5 _203 204
-- SURVEY
y
-. -u. - - , SIDEWALK
F CURB SIGHT TRIANGLE LINE
TYPE
"r.--' \ f
_-__- j' — —
1
ti.l-
_._... _ .3•.: �� �, ....._: � lj� - - _ I Tom, I I
-
f:1
,
1 �� i s I •
MCKEF.UO TANICAL
GARDVNS
`R/W LINE I
1 0 /0 40
Feet
PA Tf or AIPTgW
DEWRIPTONREVISIONS - laMuapa AfdJuq 0lWrurd:Ro6M1.0dleur,pLA:01067 S7A��,���
COtleur Hearing G6PARTMBNT Lw MAAWPORTAMV SHEET
1934 Commas Lane Sun i- LANDSCAPE PLAN No.
Jupkal,F"m 33458 Nov NO. mm FINAACIA(PAOIECT!D
561-747-6336 Fam-747-1371 SR5 INDIAN RIVER 228583-3-52-0I SRS LD-6
Lim..N..LC-0000239
Nf5/XV3 snsw.� .�sLlrvcAarvs MR arwJnlLtrs-/mrvzeseJ-J-s4s-a0uv-mm�e..oa.•wuo3aa•
-•--- - .
F.E.C. RR R/W LINE
_------- -
- --
______..__._.._.._._________ If
R,W LINE
- -- - ....................
---------------
171
3'STMED:CONC`.
MAINT.`STRIP - 5_1GN
-... , 4
-_`-__._-.-
_-.
SIDEWALK .
. .
SIGHT'TR'/UGLE LINE
-
_-_......
UTILITIES
—-- - - _——— \ STATE ROAD 5
co, 7, 9' M,
D f2 A ws.2'OCJ JP (2 ROWS.2'OC)1 EU
B +
(3 ROWS.15'OC) : 207 1 PD 210
--T!05 — 206 p ; za rz Rows.z Go_ 64
30'ST PED CONC. Iq ROWS.15'OC) _-�
—_ - IRRIGATION PUMP STATION r ' SURVEr SIGHT TRIANGLE LINE
-_ EXIST. OAK '\1 INT.STRIP
• C1 TALE TO REMAIN � —" —�• - — `----
--tom_"".".—
.e
.. __.—
�+ .�•-- _ + RiW LINE
GA ST.AT[ON .
R/W LINE
i j-
,° _ -
MA
1. ,I
' P1 T.. Srl
0 10 40
/ J?
SEE SHT LD-12
Feet
R£VISI 0 N S - Lrasoaae Alditla401 ReoW:RoWAJ.CoWa,PLA N7557
DATE A DrscftiproN STATE of�OR/DA SHEET
XJ Cotieur Hearing D6PARTM&W OF TIPANSA0NT.4770N •
1934 Cwanar�e Lara Suva 1 LANJDtSGAPE PLAN
Jupbr,Modda 33455 ROAD N0, COUNTz' FINANCIAL PROJECT ID
551.7475335 F.551-747-1377 SR 5 INDIAN RIVER 228583-3-52-0/ SRS LD-7
License No.LC-0000239
. envzmu s:elee w � ....ozv.mm al..v:./m-rrol•zzesee-J-ns-Immrrwwgrroyrotlew.eyn ',
- - - - •--------------•-•-------------------------------=---------------------------------••-•---•----•--••--------------•^•--•--•--
F.E.C.RR RAY LINE
GAS
_ILIMITS OF TCE 11 --
--
' R/W UNE \ "
. .. y. SIDEW •••.
-- J- ---
fin
t7
--------30'STAMPED ----TYPE D CURB -- ----40•_•--- _--- _-- -TYPE FCURB --------
CONST. UTILIT i-I+ MAINT.STRIP�:— 8• 8. ao.7 + nP — — —
T5 a +i-G4:w 752 �50.7--
Hal m
-
_ 25
--•
•- ►• I •. PO pSURVEY I28 f4 Rows,I5.OCl TYPE F CURB
-- '• ^Y` 80 EU EU" JP
POI28 L2'ROWSr 2'DOI — 80 -- -'- -- -1P8' SAH 42 28
16 : SIGHT TRIANGLE LINE STATE ROAD 5 ————---——
_ _ r _
-
-
--
-
-- .r l•-T Z-
-77f
.f=7:777-T
..,ri....
_
--
•
;M1 J'•: /..�� " .-SIDEWALK �-�\„� r �. � ., I ,, r:.`.'. . I` I /W LINE
6'.---.._-,__..- (, ••”��-iT r__--__-_ e� ^•rIl .. .— sIDEWALK
!�4--
j r
WASH f r > v"�Ir I N _� i f ,ri,� L7 [t M
0 10 40
Feet
REVISIONS LaMwpn Ard"d 0f Rarard RaMel Ubur.RIA/loo7
DATE TE' I Br 1 STA PLQRMA
P Cotleur Hearing o6PARTAf6N7 aP 7RAla ORTA77aV SHEET
® 1934 Co erne Lane Sub I LANDSCAPE PLAN No.
Jupiter,FloMa 33458 �•�NO. CpINTY fWAACIAL PROJECT l0
1161-747-6336 Fax 561-747-1377 5R 5 INDIAN RIVER 228583-3-52-01 SRS LD_8
Lienee N..LC-0000239
NL20pJ 9-'Jzvz IV.....ozv.min alifbro/ah•Ieol�2pa5aJ-J-srS-Irolm-rlrWyp.poyop5
---------------------------- -----•--• -••-------•---------------•-••----•---•-••--•----••----•------•- ------------------------------------------ -
F.E.C. RR Ri,Y UNE
I j moo:
I
I
I
--------- .. - — t I --- urluTIES
' TYPE F CURB
_..._._ II SIDEWALK - _---_-_-_
..�.v...��.�..._F------------
-
_-__-. i __- _- _. __ -__-__ -. _
'r .:............ ......................_._.__........................_...-_._. .. ...- -,. -
__--...----- -- - ------._.---_---_
------------------------------—-----------------------
F.E.C. RR Ri1V L/NE�
\\ FOS
RA.TT.W DEPOT I� •}: �•'. .
TYPE f CURB SIDEWALK _ UTILITIES 1 .!.-, ACCPNI'G.iLLLP.Y :�I �`•�
L1YlT5(>F TCE ti SIDEWALK FlrRlgll'I'iLh� '
__ _ — ____—� L' ._- -- _ -_�- •• _ .. .. .................. _
Il 6 9 � CORS'T. —. SIGN7 —" LD --•- __ -4
SURVEY 76 T s
• 767
M----
STAMPED CONC.
SAV Cl gqy ry 2 2.3 N IX Ix 22 PD STATE ROAD 5 MAINT.STRIP
65 100 B2 33 s -125 50 .— .
-- --- -
-,--.. — - - -------- ---- ------ -- -
d CURB _ _ I
Li— ......` , .
TYPE FCURB,- 6!CLEAR ZONE
...........••.-..............
FROM TRAVEL LANE..'
~_—� `� "f! i�. - _�1_--- ..yPf ..-��-�- � -�- _�- �-�-�-�--yam--_ — --•—•_— - — —
_ -
{rel ` l :
•! •` i' SIDEWALK'•
� ;OM1-
- :� f I
.- 5 •_Z] :.I - `` RiW LINESLfBWAY -
' PIZZA
HUT _ i• i'..: - - -
fAwi•lGrr•IC-Ci"•.. -
i
0 10 40
Feet
REVISIONS - l—U"&d0ad D/R..=RoWdl Gd...RUL*flffi?
A c, A I Cotleur Hearing STA7?aR FLOPM` SHEET
DZPARTNWT AP 7FANSPMrA77ON NO.
1634 commerce I"fiwb 1 - LANDISCAPE PLAN
IBM C Flotilla 33456 �'� QWNtt f7NANCiAL PA(LECT/D
561.747.6336 FaSol-747.1377 SR5/USl INDIAN RIVER 228583-3-52-DI SRS LD-10
Ucense No.LGC(gO236
NILY(OJ .400 :�E/1<'E vrws YaM OIUVRUfClS-1OOr�BSeI-J-SNS-uOIAN-RN4vtlxpyly{DWapi
--------------------•----------
F.E.C.RR R1W LINE
I
— END PROJECT. —' \
1
STA. 768+30.69
R1W LIN -
.— _..
— -- -- -----r--------------- ------------------\----- -----
CONST.
770 C 177/ 772 773
—�28 — 229 SURVEY ?30 231
STATE ROAD 5
UTILITIES I
�— -- -� ---.------_----__-----�I_—_.---_._-----.----___---._.---_—_.--.--.---_
..._._.. Ri1Y LINE--\
-..
L
+' ya 9 1 f
5
' 9 y
0 q 40
Fee!
R E V 15 10 N 5 Br PTIM La d—P.Ardt bd 0f Ras+h R w,ALN.9106 5TATZ M FMWPA SHEET
A N I Cotleur He
O6PARTAI6NI•c+t•neuusr�cei¢TAffON
® 1034 cORorkia.Lana style LANDSCAPE PLANJupNo.
1934 C Fl mr..33469 �'��' Cp1N77 FINANL'IAL PROJECT 10
691.747-0338 F.681-7 17.1377 SR5/USI INDIAN RIVER 228583-3-52-01 SRS W—U
Li'12 No.LC-0000239
B/IS/1W3 9j2.W �Venrr02Yi nab Olit.prala'r/-lJor`22d5d1-]-irS-fMim•rMVatlJ�yYmY0.t9.Epn
IRRIGATION TABULATION OF QUANTITIES
LEGEND QUANTITY BY SHEET
SYM DESCRIPTION UNIT LD-I6 LD-17 LD-18 LD-19 LD-20 LD-21 LD-22 LD-23 TOTAL
RAIN BIRD 1812 12" END.STRIP NOZZLE 16' x 13') EA 3 12 12 .3 4 34
0 RAIN BIRD 1812 12" SIDE STRIP PATTERN (5"x 20 EA 16 29 33 /0 1/ 99
❑ RAIN BIRD 1812 12" l0' QUARTER EA 4 4
RAIN BIRD 1812 12" l0' HALF EA 2 2
RAIN BIRD 1804 4" /0' QUARTER p EA 2. I 1 4
El RAIN BIRD 1804 4" l0' HALF EA 3 1 4
RAIN BIRD 1804 4" l5' QUARTER EA 7 1 1 9
e RAIN BIRD 1804 4" l5' HALF EA 32 9 49 1 57 10 157+
O RAIN BIRD 1804 4" 15' FULL EA I I
RAIN BIRD 1812 12" l5' HALF EA 12 8 9 8 37
RAIN BIRD 1812 12" 15' FULL EA 2 2
8 HOOVER PRE-FAB PUMP STATION EA l 1
IRRITROL 2" 100 SERIES 'GLOBE' ELECTRIC VALVE W/ EA 3 ! 2 3 3 ! 13
12'x18" IRRIG. VALVE BOX
PVC SCH. 160 LATERAL LINES (SIZING
VARIES - SEE PLANT LF 1031 1102 692 1005 948 687 . 5965
3" PVC SCH. 40 MAIN LINE, WITHIN MEDIANS ONLY
---- (SIZING VARIES - SEE PLAN) LF 415 768 562 561 374 101 2781
PVC SCH. 40 SLEEVE - SIZING AS NOTED OR TWICE LF 42 186 388 42 253 911
-•-- THE SIZE OF PIPE TRAVELING THROUGH
DIRECTIONAL DRILLING - SIZING AS NOTED LF 275 275
NOTES:
PIPE LENGTHS BASED ON SCHEMATIC LAYOUT SHOWN IN THESE PLANS. ACTUAL QUANTITIES MAY VARY.
REVISIONS
A A 1 x lMopbNYGan.manr.lAtrbv.awnon YTw780PE7.ORlDA SHEET .
® COtleur Hearing D"ARTMEW OF7WANSPORTA77ON IRRIGATION TABULATION
AO
N.Finam lero Supe t ROAD NO. COUNTY FINAACIAL PROJECT ID
, .�9�FOF OUANTITIF-9
MI-747-a= ..seua-gym
ti—Nm LC-CWM39 SR 5 INDIAN RIVER 1228583-.3-52-01 LD-13
envww 912.u' 1-021s d"ONS`aal�l-Iee12PC5lJ-l-•.5-Imbn-r1.wMim�"epl.00ope
A. EXTENT: GRAY GLVE. PREPPING AND GLUING PIPES SHALL FOLLOW MANUFACTURER'S RECOMMENDATION OF TH£.PIP£,EXCEPT WHERE
IRROATKN SYSTEM,L/MITS GENERALLY INCLUDE STATE ROAD 5 NORTH OF THE SOUTH RELIEF CANAL TO NORTH OF STH AVENUE SCREWED CONNECTIONS ARE REOVIRED. PIPE AND FITTINGS SHALL BE
THOROUGHLY CLEANED OF DIRT,DUST,AND
AND INCLUDING THE INDIAN RIVER BLVD MEDIAN. THE SYSTEM WILL UTILIZE A PROPOSED IRRIGATION WELL FOR THE WATER SOURCE. MOISTURE BEFORE ETCHING THE PIPE AND APPLYING THE GLUE WITH
A SYNTHETIC BRISTLE BRUSH.
THE IRRIGATION WORK INCLUDES FURNISHING ALL LABOR,MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION Of THE C. MAIN LINES WILL BE SCH 40 WITH SCH BO FITTINGS.
IRRIGATION SYSTEM AND ALL COMPONENTS. THIS INCLUDES,BUT 15 NOT LIMITED TO THE FOLLOWING:(U DIRECTIONAL DRILLING;f2) D. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE
PIPE FROM SIDE 70 SIDE OF TRENCH BOTTOM TO
TRENCHING AND BACKFILL;(J)INSTALLATION OF A FULLY AUTOMATED IRRIGATION SYSTEM;f4)WELL CONSTRUCTION AND ALLOW FOR EXPANSION AND CONTRACTION.
DEVELOPMENT;15)INSTALLATION AND ELECTRICAL CONNECTION OF PUMP STATION;(6)HYDROSTATIC AND OPERATIONAL E. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL
PIPE WITH THREADED FITTINGS USING
TESTING OF ALL SYSTEMS;17)PREPARATION OF AS-BUILT DRAWINGS. - PLASTIC YALE ADAPTERS.
B. GENERAL: F. ALL ABOVE GROUND PIPE,(EXCEPT SHRUB RISERS), SHALL BE SCH.40 GALVANIZED STEEL PIPE.
SPRINKLER1. PERMITS AND FEES.OBTAIN ALL PERMITS,(EXCEPT FOR WATER USE PERMIT)AND PAY REWIRED FEES TO ANY GOVERNMENTAL AGENCY J. A. INSTALL ALL SSPRINKLERS AS DETAILED
ON DRAWINGS.
HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION.
SHALL BE COORDINATED WITH THE COMPLETION OF EACH PHASE OF WORK. ON COMPLETION OF THE WORK,SATISFACTORY EVIDENCE 4. CLOSING OF PIPE AND FLUSHING LINES.
SHALL BE FURNISHED TO THE ENGINEER TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE PLANS AND A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED
TO PREVENT THE,ENTRANCE OF MATERIALS
SPECIFICATIONS. THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION Of INSTALLATION.
2. APPROVAL:WHEREVER THE TERMS -APPROVE'OR -APPROVED-ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN B. THOROUGHLY FLUSH OUT ALL LINES WITH WATER BEFORE INSTALLING AM'HEADS,.VALVES,AND
OTHER APPARATUS.
APPROVED BY ENGINEER. C. TEST IN ACCORDANCE WITH PARAGRAPH ON,HYDROSTATIC TESTING.
3. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEER TO ENABLE THE WORK TO PROCEED D. UPON COYPLETON, THE CONTRACTOR SMALL COMPLETE ASSEMBLY AND
ADJUST SPRINKLERHEAD$FDIC PROPER
AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. DISTRIBUTION AND COVERAGE.
4. INSPECTION OF SITE: 5. HYDROSTATIC TESTS:
A. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITONS. SHOULD UTILITIES NOT SHOWN ON THE A. REQUEST THE PRESENCE OF THE ENGINEER IN WRITING AT LEAST 48 HOURS IN ADVANCE
OF ANY TESTING.
PLANS BE FOUND.DURING EXCAVATIONS,CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER FOR INSTRUCTIONS AS TO B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE Of THE CONTRACTOR AND IN
THE PRESENCE Of THE ENGINEER.
FURTHER ACTION. FAILURE TO50.WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE(S)THERETO ARISING C. CENTER LOAD PIPING,LEAVING JOINTS EXPOSED WITH SMALL AMOUNT OF BACKFILL TO PREVENT
ARCHING OR SLIPPING
FROM HIS OPERATIONS SUBSEQUENT i0 DISCOVERY Of SUCH
INN UTILITIES NOT SHOWN ON PLANS. WHILE UNDER PRESSURE.
B. ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE IRRIGATION CONTRACTOR PRIOR TO D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI,FOR AT
LEAST 3 HOURS AND WITH ALL RISERS
COMMENCING WORK IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, THE CONTRACTOR SHALL EXAMINE. CAPPED AS FOLLOWS:
THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER WHO SHALL COORDINATE THE L= SIXPII/2
ADJUSTMENTS. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST,UTILITY LOCATION MAY NEED TO BE 133200
STAKED.BY A SURVEYOR OR THE UTILITY COMPANIES. THE IRRIGATION CONTRACTOR SHALL CONTACT SUNSHINE 72 IN WHICH,
HOURS BEFORE YOU DO AT I-800-432-4770 TO SCHEDULE LOCATION OF UTILITIES WHICH SUBSCRIBE TO THEIR SERVICE. L =ALLOWABLE LEAKAGE, IN GALLONS PER HOAR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITIES, INCLUDING THOSE WHICH DO NOT SUBSCRIBE S LENGTH OF PIPE TESTED IN FIELD
TO SUNSHINE. REFER TO ROADWAY PLANS!GENERAL MOTES)FOR A LIST OF KNOWN UTILITY PROVIDERS IN THE AREA. D=PIPE DIAMETER,IN INCHES
5. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS. THE CONTRACTOR,SHALL TAKE ALL NECESSARY PRECAUTIONS TO P=AVERAGE TEST PRESSURE,IN PSI GAUGE.
PROTECT SITE CLWDITONS DURING THE COMPLETION OF WORK,SHOULD DAMAGE BE NCURRED,,THIS CONTRACTOR SHALL E. IF THE ALLOWABLE LEAKAGE IS EXCEEDED, THE CONTRACTOR SHALL LOCATE ALL
LEAKS AND MAKE THE REQUIRED
REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. REPAIRS,ONCE COMPLETED, THOSE PORTIONS SHALL BE RETESTED.
6. AS-BUILT DRAWINGS,.ON A REPROLYUCTABLE MYLAR(S)SHALL,SHDW DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE F. REPAIR LEAKS RESULTING FROM TESTS.
DURING CONSTRUCTOR AFFECTING ALL COMPONENTS. THE DRAWINGS SHALL ALSO INDICATE 6. AUTOMATIC CONTROLLER:
AND SHOP APPROVED SUBSTITUTES OR SIZE,MATERIAL;AND MANUFACTURES NAPE AND CATALOG NAYS A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN THE SEQUENCE AS SHOWN ON THE PLANS,STARTING
WITH
AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE Of WORK. STATIONS 1,2,J,ETC. _
C. MATERIALS: 7. AUTOMATIC CONTROL-WIRING:
A. INSTALL CONTROL WIRING,SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE.
1. GENERAL:ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. B. INSTALL CONTROL WIRES AT LEAST 18'BELOW FINISH GRADE AND LAY TO THE SIDE AND BELLOW
THE MAIN LINE._
2. PLASTIC PIPING:ALL MAIN LINES SHALL BE SCH.40 POLYVINYL CHLORIDE(PVL)PIPE,WHITE IN COLOR,AND SHALL PROVIDE LOOPED SLACK OF VALVES AND SNAKE WIRES IN TRENCH TO ALLOY FOR
CONTRACTION OF WIRES. TIE WIRES
CONFORM TO ASTM D-2241. ALL LATERAL PIPING SHALL BE PVC AND WHITE IN COLOR,SCH.ISO SOLVENT WELD CONFORMING IN BUNDLES AT 100'.INTERVALS.
TO ASTM LINE AND D-2241
J. MAIN LINE .C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FT. ALL WIRE SPLICES SHALL BE MADE IN A UC
FITTINGS: APPROVED,WATERTIGHT WIRE SPLICE KIT.
A. SERVICE TEE -SCH.BO FITTINGS MANUFACTURED BY MARCO OR APPROVED.EQUAL. D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING,CONSTRUCTION,ETC.,SHALL BE ENCASED IN
PLASTIC SCH.
B. DIRECTIONAL CHANGES;SCH.80 FITTINGS MANUFACTURED BY HARCO OR APPROVED EQUAL. 40 PVC SLEEVE AT LEAST 16 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. THE DEPTH OF ALL
SLEEVES
4. SOLVENT CEMENT:COMPATIBLE WITH PVL PIPE,OF PROPER CONSISTENCY,AND COLOR. ALL PVC PIPE SHALL BE CLEANED SHALL BE AT LEAST 36 INCHES BELOW ROADWAY PAVEMENT GRADE.
AND ETCHED PRIOR TO GLUING. 8. BACKFILL AND COMPACTING:
5. SPRINKLER HEAD RISERS:USE SCH. b PVC FOR ALL RISERS. PIPE SHALL BE CUT IN A STANDARD PIPE CUTTING TOOL A. AFTER SYSTEM IS OPERATING AND THE REQUIRED HYDROSTATIC TESTING
AND INSPECTIONS HAVE BEEN MADE,
WITH SHARP.CUTTERS. REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL ROUGH EDGES OR BURRS, CUT ALL THREADS BACKFILL EXCAVATIONS AND TRENCHES W17H CLEAN FILL,FREE OF DEBRIS.
ACCURATELY WITH SHARP DIES. NOT MORE THAN THREE(3)FULL THREADS SHALL SHOW BEYOND FITTINGS WHEN PIPE IS MADE B. BACKFILL IN 6-LIFTS ALL TRENCHES,REGARDLESS OF THE TYPE OF PIPE
COVERED. ALL BACKFILLED AREAS
UP.SHRUB RISER PIPE ASSEMBLIES SHALL BE AS DETAILED. SHALL BE COMPACTED TO MINIMUM 981 ASSHTO T-180 DENSITY.
6. REMOTE CONTROL VALVES:IN VALVE BOXES)SEE LEGEND C. CRESS OFF ALL AREAS TO!)NISI)GRADES.
7. CONTROL WIRING:24 VOLT SOLID UL APPROVED FOR DIRECT CURIAL IN GROUND. MINIMUM WIRE SIZE:12 GAUGE.
8. SLEEVES:UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWINGS. MINIMUM SCH.40 GENERAL NOTES.
PVC PLASTIC PIPE AND SHALL BE SIZED AT LEAST TWO(2) TIMES THE DIAMETER OF INSERTED PIPE,(UNLESS OTHERWISE NOTED). I. THE CONTRACTOR SHALL TEST IRRIGATION WATER AFTER THE
WELL IS CONSTRUCTED TO INSURE lT IS SUITABLE FOR LANDSCAPE
9. SPRINKLER HEADS: SEE LEGEND IRRIGATION. IF THE IRON CONTENT EXCEEDS 1.2 PARTS PER MILLION, THE CONTRACTOR SHALL PROVIDE A COST PROPOSAL TO THE
D. INSTALLATION: ENGINEER FOR PROVIDING A RUST INHIBITOR SYSTEM TO INSURE THAT ROADWAY PAVEMENT AND OTHER STRUCTURES ARE NOT
1. EXCAVATION AND TRENCHING: STAINED. THIS WORK,IIF NEEDED),WILL BE IN ADDITION TO THE CONTRACT.
A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDED UNDER THIS SECTION, 2. ALL RISERS SHALL BE PAINTED FLAT BLACK.
INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES,EXISTING UNDERGROUND 3. THE CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE IRRIGATION SYSTEM TO INSURE
KIO%COVERAGE AND TO MINIMIZE OVERSPRAY.
INSTALLATIONS,ETC.,DAMAGED OR CUT AS A RESULT OF THE EXCAVATORS TO THEIR OR61NAL CONDITIONS AND IN A THE CONTRACTOR SHALL SUBSTITUTE ADJUSTABLE NOZZLES FOR FIXED PATTERN
NOZZLES SPECIFIED WHERE NECESSARY.
MANNER APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL RUN 3 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO EACH END OF THE MAIN FOR FUTURE USE.
B. THE5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING ALL.ELECTRICAL SERVICE CONNECTIONS.
IN WHEN WENPINSTALLING 2 PIPES IN INE SANE TRENCH, THE TRENCH SHALL BE MADE WIDE ENOUGH 70 ALLOW A o PRO OF 6 6. ALL MAIN LINE SLEEVE LOCATIONS ARE ACCOMPANIED WITH A Z'ELECTRICAL
SLEEVE FOR THE CONTROL WIRING.
INCHES BETWEEN PARALLEL PIPE LINES, TRENCHES FOR PIPE LINES SHALL BE MADE Of SUFFICIENT DEPTHS TO PROVIDE 7. FINAL LOCATION Of ALL COMPONENTS SHALL BE SUBJECT TO ENGINEERS
APPROVAL.
IB'MINIMUM
THE MINIMUM NMUM COVER OVER PAIN LINES
FROM FINISH GRADE AS FOLLOWS: 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONTACT THE ENG/NEER FOR HYDROSTATIC AND OPERATIONAL TESTING.
2 9. ALL MAIN LINE PIPES PLACED IN SLEEVES SHALL BE SCH.40 SOLVENT WELD WITH ADEQUATE RESTRAINTS. THE SLEEVE
2)I2'MINIMUM COVER OVER LATERALL WLR/NG fR04 CONTROLLER TO VALVES. SHALL BE A MINIMUM TWO(2) TIMES LARGER THAN THE ENCASED PIPE DIAMETER.
C. MAINTAIN
J)12' ICOVER OVER LATERAL LINES TO HEADS. 10. ALL COMPONENTS SHOWN AND/OR DEPICTED ON THE PLAN SHEETS REPRESENT APPROXIMATE LOCATION ONLY,AND ARE FOR
ALL WARNING SIGNS,SNORING,BARRICADES,FLAGS AS REOUIRfD FOR MAINTAINING AREAS OR WORK CLARIFICATION PURPOSES. THE FINAL LOCATION Of ALL COMPONENTS SHALL BE SUBJECT TO APPROVAL
BY THE ENGINEER.
AND PROVIDING A SAFE WORK ENVIRONMENT.
2. PIPE LINE ASSEMBLY: U. CONTRACTOR SHALL PROVIDE POWER SUPPLY FOR IRRIGATION PUMPS IN ACCORDANCE WITH ALL NOTES AND DETAILS.
A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL!PLACE NO CLOSER THAN 12. OU NOT SCALE PLAN FOR EXACT HEAD LOCATION.
4 FEETTO WALK EDGES, STRUCTURES,AND WALLS. f3. IRRIGATION COMPONENT TRADE NAMES ARE SPECIFIED DUE TO MAINTAINING AUTHORITIES REQUEST TO INSURE COMPATIBILITY WITH OTHER
B. LATERALS SHALL BE SCH.160 PVC.. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING HEAVY DUTY COUNTY SYSTEMS. ALL SUBSTITUTIONS TO MATERIALS SPECIFIED SMALL BE
APPROVED BY THE ENGINEER AND THE MAINTAINING AUTHORITIES.
RTMI R E V I S I OA 5 lane,upe AMeaq Of R, auwr, 'Sj'ATB OR PLOR/LL4
DESCRIPTION SHEET
Cotleur Hearing OBPART.YBM'OP Tx:+nQSPgRTATION
1934 Comerce Lena$Nle 1 ROAD NO. COUNTY FINANCIAL PROJECT ID
Jupiter.Florida 73456. IRRIGATION NOTES
561-7476335 F"561-747-137777 LI a No.LC-0000239 SR 5 INDIAN RIVER 228583-3-52-01 LD-l4
e/IVXDJ 9:JI.YJ w wur,rePVG mN aruVrel.�q-IaGr�12G59J-l-,rs-lblan-rnvmlw`amrlrW,�n
ELECTRIC REMOTE CONTROL VALVE BOX!AMETEK.OR£OVAL
VALVE IIRRITROU FINISHED ROADWAY
COVER OF VALVE BOX PLANT MATERIAL
FINISH GRADE
(NEPCD T-1601 GATE VALVE TO BE SANE
EXISTING UTILITY FINISH GRADE/TOP OF MULCH
SIZE AS REMOTE CONTROL VALVE VALVE BOX TO SIT FIRMLY 36'MIN. IN CONFLICT 36'MIN. POP-UP SPRAY SPRINKLER
ON COMPACTED GRAVEL COVER COVER
BASE
6'LAYER OF COMPACTED .LATERAL PIPE INCHI BARRB ELBOALE W X .490
COURSE GRAVEL. ADJUST 1 PoLY PIPE
THICKNESS AS NECESSARY 1 18' MIN.
TO ESTABLISH FINISHED
GRADE OF VALVE BOX 1 IRRIGATON PAIN COVER �SCH 40
OR ELL
OR LATERAL(SEE
PVC MAIN PLAN FOR SIZE1
TOP OF CUT-OUT TO BE MAX.2' NOTE:IRRIGATION MAIN LINES OR LATERAL LINES THAT ARE SHOWN 112-INCH MALE
GRAVEL OUST EXTEND ABOVE TOP OF PIPE.PLUG AS PVC PIPES IN SLEEVES MAY NEED TO BE SUBTITUTED WITH NPT X AAO INCL
A MINIMUM OF 6'VE BOX BARB ELBOW
EDGES Of VALVE BOX SCH BO REMAINING CUT-WT VOID TO H.D.P.E. PIPE AND DIRECTIONALLY GRILLED WHERE EXISTING � �
PVC PIPE PREVENT WASHING OF SOIL INTO BOX UTILITIES CAN NOT BE CROSSED WITHOUT EXCESSIVE -
EXCAVATION. COORDINATE ALL CHANGES WITH ENGINEER PVC LATERAL PIPE
NOTE:VALVE BOX SHALL BE CAPABLE OF WITHSTANDING A 200 PSF 12" POP-UP SPRINKLER
LOAD WITHOUT BREAKING, TILTING,OR SINKING. TYPICAL CONFLICT DETAIL NOT TO SCALE
NOT TO SCALE _FINISH GRAOEF
CONTROL VALVE W/ GATE VALVE TOP OF MULCH
MOT TO SCALE
POP-UP SPRAY SPRINKLER
- ELECTRIC VALVE - 1/2-INCH MALE NPT X .490
INCH BARB ELBOW
f`----4ZONE NUMBER - POLY PIPE
�1
LOCKABLE HANDLE fIBERCLA55 REINFORCED 4 PVC SCH 40TEE OR ELL
ENCLOSURE J'6'L X 4'W X p .
3'H.!SHOWN IN OPEN POSITION) U
FOREST GREEN GELCOAT FINISH4. GPO - a
1/2-INCH YALE
RAIN SENSOR PORT VALVE LABEL DETAIL NPT x .490 INCH
KEEP COVER AREA - NOT TO SCALE - BARB ELBOW
CLEAR AND LEVELt � PVC LATERAL PIPE
HINGE,6' THICK REINFORCED 4" POP-UP SPRINKLER
42'X 48'ALUMINUMSTAINLESS STEEL NOT TO SCALE
-
SKIDCONCRETE PAD
PROVIDED BY PUMP STATION WITH ENCLOSURE
CONTROL PANEL ASSEMBLY HOOVER 3'CHECK VALVE GALV.WELL fL�' N
MAINTAIN 42'CLEARANCE CENTRIFUGAL PUMP 5 HP HEAD YIN. f`
lU.L. LISTEOI 3'SEN.IP GALV.
.�
STEEL PIPE
PUMP STARTER PRESSURE CONTROL VALVE 12'ABOVE GRADE
ELL CROSS TEE
PIPE(TYP.)
PRESSURE GAUGE FITTING(DUCTILE IRDNI
FLAY SWITCH - AND HOSE BIB -
GALV. STEEL DISCHARGE GROUT 24'
DISCHARGE fSCH. 40 GALV.) DEEP NO. 5 REBAR BENT
ISOLATION VALVE 4'GALV.WELL AROUND FITTING ITYP.)
J'DISCHARGE IRRIGATION 45 SELL 45 SELL% CONCRETE THRUST
MAIN 3'SUCTION LINE 3'SCH. 40 STEEL SUCTION LINE FROM PUMP TO THE 4'WELL(SEE PUMP STATION DETAIL _ BLOCK IMIN.2 CU bt.)
CHECK VALVE 6 WELL GALVANIZED 3'CHECK VALVET im,
UNDISTURBED SOTYP.
ILELECTRIC PAYER SUPPLY VALVE BOXES WITR LOCATE WELL A MAXIMUM D15TANCE OF 20 FT. FROM FINAL PUMP STATION LOCATION SUPPLY LINES J-INCHES IN
DIAMETER AND
f5£E PLAN EOR LDCATIONI TOP OF WELL TEE OR LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS.
510 FITTING 12'BELOW 4'WELL ESTIMATED AT 100 FT. TOTAL DEPTH WITH 20 FT. STAINLESS STEEL SCREEN J'-2 CU.FT.
PUMP PERFORMANCE FINISHED GRADE 4'-2 CU.FT.
60 GPM o 135 TDH ALL PIPING SHALL BE SCH. 40 GALV. STEEL PIPE 2.INSTALL A PROTECTIVE BARRIER BETWEEN MAUST
WrE BLOCK AND PLT PIPE OR FITTINGS
PUMP STATION DETAIL J WELL/SUCTION LINE THRUST BLOCKS
'HOOVER' MODEL NO. HCF-SCS_/_-W,E-16 NOT TO SCALE
MOT TO SCALE NOT TO SCALE
DATEREVISIONS
DESCRIPTIONA DESCRIPTION Lw4a�pA"lh.tlae.mia Km.nacaw,IUA nam STATS AP PLQR/LL1 SHEET
Cotleur Hearing BNPARTmEmr oP TR.IMSA'LPTATION No.
IOU CanmouL b Sub ROAD A0. COUNTY FINANCIAL PROJCID
iwka,FluNa]S/SN ET IRRIGATION DETAILS
Sk�T No..LCC T."" SR 5 INDIAN RIVER 228583-3-52-0I LD-15
- envxp) 9:LOr AY w.000zm.,a ur.rorolFi,-rmnzzesu-a-,rs-wewo-rwwwvvmo-m.q.
! —R/lY LINE -
iYYY/ � gOI
-------------------------1-.......................-----•-----•--•--- -- -- -• -- -- -• -- -- -- -- -• --•------------•-•--•--•--•--•---•-•------------•'-------•---•-•
P16JECT -- --
UTILITIES BEGIN LANDSCAPE ,
STA. 735+22.00 GUARDRAIL o
SIDEWALK
.
..........................
+ i ..................... J .'
..........'..... ...... .............:......................................................
GUARDRAIL /
........ ....
= CONST. — STAM ...._ .._....
_ _ _ - -...1 STAMPED CORC.
..'. MAINT. RIP
77-40
/ ------ z38-- --- ----- -------
_----_-_----_.-�-_�_ i
197
198 TYPE F CURB
/99
STATE ROAD 5 SURVEY:--J
TYPE F CURB --'
:.,.
I ,
----- --_
N i
_ • I
.y A
,
v.
• !, MOKEG EOTANICAI, ��. \�R.-••^
r BAN LINE
! NO IRRIGATION WORK THIS
' j SHEET - SHOWN FOR REFERENCE ONLY D
Feel
REVISIONS
lrudJups AtW1�C Of RaarB:RaBeA oYur, 'Y1 '
Cotleur Hearing DEPAR 7xAn�saaRrA7rav SHUT
OF QF P XWMA
ND.
Jupiter,FWW 33/58 ROAD N0. COUNTY FINANCIAL PROJECT 1D IRRIGA TION PLAN
551-TAT-0338 Fm 581-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR S LD-16
193{Cwnmarm Lum Buda I
Ltreeee N.LC-COU0239 -
. � _ _ t/C/2CpJ 9+L:tJ w \V<n<retVs mM 04•Wo/c4-INI\PP45eJ-J-<r5-/m/m-IAVpytmyAnlrptlpn
RM'LINE
----------------------
GUARDRA1t
SIDEWALK
-------------."-----
.......... . _--" _."-
_...... ._-.-._. TYP£F CURB --.---
,Y
. ".._-; _ UTILITIES
- _"_--....-" -. __ J _
CONST. r" .,...,
..--.-."-.".,_.-_. -"-2-//2'MAIN 2-1/2'
.........-
r 45 2
740_._.. ._.. Tq/' rrir, v- ... "=------ --
.....743 . ... ......".. .
. — ----- —_---- � I'LAT/2'SL /•
!99 i1 r' . 2-v2'MAINN'SL
2' 30'STAMPED CON[.
2' /• MAINT. STRIP
201 202 STATE ROAD 5 203 209 .
SIDEWALK
•':,• _ -- TYPE F CURB
:"�
_.T.. _,_
.... - ... ._ ..
71 Fp
,...i.� � ..:, � � 11.. � - __.. .'rte• �1\
t
' I
1
,r
• rI
r.
GAMIER,;
I� I�R/W LINE I
NOTES: j j D p 4d
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6"-12' Feel
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE
DATE I Br 1 REVISIONS Wid..p.Ardl rR—t Rc.ul J.C.U..R1A:81.87
R' Cotleur Hearing "'O F SHEET
oaP�leTwulvr meNsraR7enwv Su
C
19IRRIGATION PLAN No.
31 onus 38110 Sub l NO, COIIN7Y F/NANClAL PROJECT ID
Jupp.r,Fb1M..33458
561-747E336 Fm561-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR S Lb-1777 No.LC-CO00239 - -
pnvz.o, .w:n�l ,ve,,.,ozv,uN Olu�e,elm'la-/OOI,p2.5lJ-J-„S-/N/w-,hWtluppml,0llpn
At
• Lir /t
- -
-----------------
f.E.C.RR RiW LINE-- I /J - - - -
• i
'I.
1
R/W LINE '
- =-- ----------- ..c
PX
.- - DIRECTIONAL DRILL .. - L
..__ 6'SLEEVE FROM STA.
/
- -747+4IJ2,F3=5'-L-U.T[LST_A_
749+44.60.f1.9RT) —
`�,, SIDEWALK _ _ .(,--' -
ryL.,. \� / �,,.._.n,.,, :. SIDEWALK -------
"
30'STAMPED CONC. UTILITIES TYPE F CURB_ ,_..-•
MAIN?_STRIP .. - __ �`J.- .._. _ , - - - -
. ........... . ... ....: :......2-1/2'MAIN _-.__
.. .. ..
�2-I/2•MAIN/1'SL
r G:--.•�_�---- -- �� _. _. ...._.__ .��-'�='�wc :e `rL,� - )..I�` ., '2-//2•MAIN/4'SL
.-__-_ --;1 --.- __ / i 2-//2'MAIN/4'SL
- - - -
cr.;: ;- CONST.:.: 1. ..- -•11 V LAT/I-I/2•SL 750 r 751
MR
20,`, I•LAT/2!SL 206 lil 207 7TPE`D culla
O - 30'STAMPED CONC. 2'SLEEVE a'
Ill // 4 $ SURVEY/ it NA/NT. STRIP STATE ROAD 5
1•:MAIM '
II IRR19ATION PUMP STATION \, i OTIL/TIES TYPE F CURB
•D�IeRECTIONAL DRILL '{' POSED WELL - —_�.____:�,�__•--.---=_._,_-_
6'3}rEYE FROM STA. 'LAT/r-1/2'SL I I __ - '_ .. i::c_._-.r..�-
6G. - aT-.- -...: £RVI POINT .....; :4:.' ..
747+-,.q. t64.3'1 3'RTI TO STA. -_�-.-c_.-. _ 1........... ...ELECTRJC- __
---
-__-•;1 .� -r / '�' - .....:-I .SIDEWALK -..., Rii9 LINE ....
••s/DfwAL6 $, '� ._: r' - J �Lv®� ;l j`6 „'"'• --•----- - ��}__..
1 112-
., '49'� ._. + J'MAIN/6 SL - - _ —
rf-
r {
,
• :: /• I- J
CAS STA'ITOTI
C SL
\ ; .!, �l -2-I/P'MA/Ny'SL
Y LAT/z'.SL I ' rl NOTES:
' IRRIGATION;MAINLINE AND'VALVES MAY BE SHOWN OUTSIDE
SEE SHT LD-23 OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6"-12" Feet
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE REVISIONSS - Lendock.Ald.Uci OlRemnl:Rob dJ.C.U-.RUi1067
I NLIAT I STATB OF fLgRJgA
Cotleur Hearing DBPART•AYBNT OFTWA/VBAONTATlon IRRIGATION PLAN SHEET
omm
1934 Cerce Lena Suita 1 ROAD NO CIXINTT FINANCIAL PRO,IECi 0 NO.
Jop6er,Florida.33458
%1-7476336 Fez661-747-0377 SR 5 INDIAN RIVER 228583-3-52-0I SR.5
Lkensa No.LC-0000239 LD-18
en5/2V.1 9Jr:3o w - �V.rvarolv�min arN yrcLsrs-IaanIPeSAJ•J•..s-rror9n-n.wro+mwmmaan
--------•-•--------•------------------------ -----•----------
F.E.C. RR R/W LINE -
I I i
J 0.111TS OF TCE`
-------_—_-- T / �RJW LINE SIDEWALK
/ -_-
_---ter -
CONST. �.—.—..-- —'---,__'.- —.__._—,_.—,—._.—. �' r
.... ... ...... — --------- ------------ -- — — — — — — —
MA bL.
— ....,,.-....fit�--�. __. ._.—._—— TYPE f CURB — —————— —— — _•_
45 - 2-112-IIA11114'Sl
--/..-_.-f/�-'.=: -2-•-.'..---75U2TIL'l"T S---- .-� 2-1/2•YA/N/Y S-L-:: ----2--1/2-•-M-AIN-/4-'S.L.-
.--.- --- :---
2-:-,.1-/.:2-.,'...-.:P_..A-..I:.N-./:I-:.-.S.L-.
.-..-..-..-. ---------�. -S----------7-5-3---------- - 754 ... .. z-,/2. AI756 ._..
_
--.
LATIZ*SL
2t2'A• r LAT/2•SL 213 1a/� 21�
' 211 I-v4 wr/2 sI ry+' 215 r
3.SLEEVE TYPE D CURB 30'STAMPED CONC. I-1/1'LAT/2'SL
MAINT. STRIP SURVEY 1-1/4'LAr/2'SL� ,TYPED CURB
UTILITY STATE ROAD 5
-
----__—`-------- `� --.,,y-t TYPE FCURB,�
IL------------1 1 RJW'LINE
SIDEWALK 't - ..____—_____—�
• WASH /"� i i +t
11171 '✓.I- - .
I F Y
SIDEWALK
13
I
NOTES:
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE D W
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6'-12' 40
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE Feet
REVISIONS L.W-y Ar hbd Of Record:Raeal J.US-.RLk/1087 _
�A��X4N SHEET
" FLavWA
"' Cotleur Hearing LJ1iPARTM6M1'or:nv�lerpartrArLav
+eae com eeme tine S d e+ IRRIGATION PLAN ND
Jupiter,Fb"33458 �'�NO. lXX/Ntt FINAhLIAL PROJECT 10
56+-747-6335 F.581-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR 7 n
U......N..LC-=239238 LD-19
e/IS/MOJ 9:11:15 W \VenerOYV,min CIYpre/al,•IOc1,2YB56,1-1-IlS-etlbn-rhWn7Ap�elrps�ll
-----•-•---•---- - - - - - -----------•-------------•-----•---------•--•-•---------•----•--------•-- --------------•---------------------• -
F.E.C. RR RAY L..,-7-£7
r
UTILITIES
TYPE F LVR11 - --—- ' RW LINE
............... S1D£WALK _ —— _�
_-- ;.r.-.._�._._._—.— _--_--_ ---- _ _ _ _ ------ _ -- _ — --- --.----_— — --_--
........ ..... .•......... ..._. ��...... .-.�...
.. _ .. ...
___ ........... .................
.... .............— _
SLI lc CONST. 9 ...................... ........ ................ �.-. ...-. --.-.. --
2-l/2'YA/N/1 SL CONST. -v2•MAIN 'I:' ——— °0— SURVEY
---757'...---- 1 759 ,9
-------------- 760 761 '9 I 762
I 758• z
------------------ -- --- --- - - --- --- —
R R
_ 210 TY D CURB 211 _ z21 -
w'STAMPED CONC. I'LAT/2-SL /• I' x.218 • z STATE ROAD 5 �1 22CJ_' - 2' /- ,
—
MAINT. STRIP- TYPE F CURB
— _..-- — — _-------- _—_.--
__--
c- ... ..............._...e_.<T'_-_--'_.-:..-.----: y... - -.--- -
Lam...\��• - `' .._ ..i:.-,---;
R1W LINE TYPE F CURB" SIDEWALK ;
SIDEWALK -------------- RM'LINE
LIMITS OF TCE �....J
HALE - .,. ��� .-�i !•,,,. \ .-
CON Urf'.AW
•
•�4, iT�I
UTILITIES` •Q(� •, .
NOTES:
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6'-12- O a 40 w
FROM CURB TO MAINTENANCE STRIP WHERE POSSIBLE
Feet
I REVISIONS Lohp/MdJbd 01 R...*RobnJ.Cd—.RIA 61OW SEA=OPS �
" Cotleur Hearing
DSPARTATrwT M 71?AKSTigRTA7/ON sR£L-r
1934 Commerce Lelre Saila t N0.
Jupiter,Flaida 33455 ht7'1D IK)' COUNTY FINANCIAL PROJECT ro IRRIGATION PLAN
561-747 336 fa.5e1-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR 5
U.—No.LC-C000239 LD-20
' InL�J 9:X:JE W \,I.rv.IetVI mb/alWn/sII-IblttSflYJ-J-IIS-IroW-.MVo,I,mayJrtK,yyl
F.E.C. RR R/W LINE _\
RATTAN DEPGT .�
TYPE F CURB SIDEWALK LIMITS OF TC£ UTILITIES Accu-N'r GALLEk.`i
SIDEWALK
RM'LINE FURNITURE
—_—_—_—_—_—_—_
...................:...-: -_. ..-....: .._ ...._........ - - -77 - - _- - �- __ - -............_ -- - - - - -_ - n
•—— .. ........................ — — — _
........... �— —
.................................... ..___..—.--. -__-
-------- --- --- 4
9 CONST.- - --_-- -4 4
=---_'C9 SURVEY-
76-5 '" 764 765 ' r 766 '.
••767 "
2 2 768
._____-- ---T--- --- ---- — — -- -- --- ---- ------------ -------- --- -- -\.
222 . 223 224 225 22b STAMPED CONC.227
P 2-112•MANN fir'• 2• 1 3i' /" 3'i" MA1NT. STRIP :
TYPE F CURB :-v'�7;--� t''•.
---------------- -- --- ---+- + --- TYPE F cuRe STATE ROAD 5
�.• - -
_. - -- --
T T
_ .I- SIDEWALK r f�.
-` RM'LINE
.
0
r SLB 'AY •"i:! 3 PIZZA
BUT
IRRIGto 4DATION
RRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE O®
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6"-I2' Feel
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE
REVISIONS lnWCW NWUtl 01 R.cme: w,R . S7ATB OF FLARMU
A " Cotleur Hearing JWARrABNF oP TxAIJSAgprA7TON SHEET
,834 commerce Lane smlm I IRRIGATION PLAN No.
200 r,1".33458 RO'D NO' CoUND' FINANCIAL PROI£CT IO
si...No.L Fe.sslaaa317 n SR 5 INDIAN RIVER 228583-3-52-01 SR 5 LD_21
Llrerme No.LGCOD023B
11vz/ of 9:L:N.L ......rNv._r.r..w.�—r._......wu.............. —.
F.£-C.RR AM LIN£
r
END PROJECT I. \
1r - END LANDSCAPING
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768 769 770 C CONST. 177/ 772 77.3
228 229 ?r30 231 o
SURVEY I STATE ROAD 5
UTILITIES
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REVISIONS Und—ps A`Wbtl OlRewd:ftbdJ.Co1-, LA:1 STA 7F QP MM/DA -
A I x ATE C' x Cotieur Hearing DRPARTAlEwa0 TRANSPM7AMv sREE>-
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19341CoFWWa Lena swat IRRIGATION PLAN Ne
Jupiter,FWtida L— ROAD NO. lx1UNTY FINANCIAL PAOJfCi IO
U-seNo.L FuSS-COOU2•TA7-tan SR 5 INDIAN RIVER 228583-3-52-0I SR S LD-22
license No.LC�C000738
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2-//2'MAIN/4'SL
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NOTES: D 10 40
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE ® .
OF MEDIAN FOR CLARITY, ACTUAL LOCATIONS SHALL BE 6'-I2' Feet
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE
R E V I I I DATE
N'S WWcup�Art1JaQ SrA 7F OF 110RIDA
0(RrcaQ Ra6a4 J.c0aaw,RIA atael Y
A A / "" COtleur Hearing DEPARrAMVT -NAN.%%WTAnON SHEET-
1934Comm=La Sub ,M IRRIGATION PLAN 'NO.
==336=661-747-1317
t�Ile/.Flotltla.33458' RDAD N0. C17UN71•- F/NAht/AL PROAE[Y Ip '
661-747fi336 Far661-747-1317 SR 5 INDIAN RIVER 228583-3-52-01 INDIAN RIVER BLVD LD-P3. -
' Lkence No.LC-C0007J9
vlsima rsr:n.0 tv-42v)mb aWWelr!I-Im!II2a5aJ-J-),5-Iroa.-r!.w.lva:wu,.m,w.