HomeMy WebLinkAbout2004-005 DISTRICT FOUR (4)
MAINTENANCE MEMORANDUM OF AGREEMENT
THIS AGREEMENT, made and entered into this -6t- dayof "3 � 2004 by
and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a
component agency of the State of Florida, hereinafter called the DEPARTMENT aid INDIAN
RIVER COUNTY, a political subdivision of the State of Florida, existing under he 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 AGEN Y; and
WHEREAS , the AGENCY is of the opinion that said highway facilities at contain
landscape medians and areas outside the travel way to the right of way line, excludilig 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 greement
designating and setting forth the responsibilities of each party; and
WHEREAS, the AGENCY by Resolution No . 2oo4dated January 6 , 2024 ,
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 M.ach 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 . H dscape(s)
shall mean any non-standard roadway, sidewalk or median surface such as, but not limited
to interlocking pavers, stamped asphalt and stamped concrete .
2 . The AGENCY agrees to maintain the landscape within the medians and areas utside the
travel way to the right of way line by periodic trimming, cutting, mowing, fertili zing, curb
a
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DISTRICT FOUR (4) 00
MAINTENANCE MEMORANDUM OF AGREEME
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THIS AGREEMENT, made and entered into this 6th aay f J a n u a r y 26A by
and between the STATE OF FLORIDA DEPARTMENT OF RANSPO TATION, a
component agency of the State of Florida, hereinafter called the DE ARTMENT 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 tate of Florida Highway System, the
Department, for the purpose of safety, protection of a investment and other reasons, has
constructed and does maintain a six (6) lane highway f ility as described in Exhibit A attached
hereto and incorporated by reference herein, within the orporate limits of the AGE] qCY; and
WHEREAS, the AGENCY is of the op ' on that said highway facilities that contain
landscape medians and areas outside the travel y to the right of way line, exclu ing standard
concrete sidewalk, shall be maintained by perio ' trimming, cutting, mowing, fertil ' ' g, litter pick-
up and necessary replanting ; and
WHEREAS , the parties hereto mu ally recognize the need for entering into an Agreement
designating and setting forth the respons ' ilities of each party; and
WHEREAS , the AGENCY b Resolution No2004-006 dated January 6 004 ,
attached hereto and by this reference ade a part hereof, desires to enter into this Agreement and
authorizes its officers to do so ;
NOW THEREFORE, f and in consideration of the mutual benefits to flow each to the
other, the parties covenant and gree as follows :
1 . The DEPARTM T hereby agrees to install or cause to be installed landsc e, irrigation
and/or hardsca (s) on the highway facilities as specified in plans and specifications
hereinafter re rred to as the Project; and incorporated herein as Exhibit B . ardscape(s)
shall mean y non-standard roadway, sidewalk or median surface such as, bit not limited
to interl ' ng pavers, stamped asphalt and stamped concrete.
2 . The GENCY agrees to maintain the landscape within the medians and areas outside the
tr el 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 ilandscaped/turfed
'include all landareas 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 ofplants, 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 a part 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 thisgreement may
be removed, relocated or adjusted at any time in the future as determined to b necessary by
the DEPARTMENT in order that the adjacent state road be widened, altere or otherwise
changed to meet with future criteria or planning of the DEPARTMENT. e 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 Exhit it C is limited
to only those items that are directly related to this project. The AGENCY shat I 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 ($25 ,000 . 00) and
which have a tern for a period of more than 1 year.
13 . The DEPARTMENT ' s District Secretary shall decide all questions, difficulties and disputes
of any nature whatsoever that may arise under or by reason of this Agreement, the
prosecution or fulfillment of the service hereunder and the character, quality, amount and
4
value thereof; and his decision upon all claims, questions and disputes shall be final and
conclusive upon the parties hereto.
14. This Agreement may not be assigned or transferred by the AGENCY in hole or part
without the consent of the DEPARTMENT.
15 . This Agreement shall be governed by and construed in accordance with the law of the State
of Florida. In the event of a conflict between any portion of the contract and Florida law, the
laws of Florida shall prevail.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement ffective the
day and year first above written.
AGENCY STATE OF FLORIDA
INDIAN RIVER COUNTY DEPARTMENT OF TRANSPORTATION
By: tv. By:
Caroline D . Ginn
Title : Chairman Dis t S cretary
BCC Approved : January 6 , 2004
OF F�9i�9
Attest: (SEAL) Attest : `�v'q E _
Executiv retary
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,$vato o Date Approval as to Form Date
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Indian River County Ap roved Date
Administration gp
Budget
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Division
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RECEIVED
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NOV 14 x)03
Planning & Environmental Mgmt SECTION NO. : 88 10
District Four FM NO. (s) : 22 583-3-52=1
COUNTY , InIlan River
S.R. NO. : 5
EXHIBIT A
I. PROJECT LOCATION:
The project is located on US1 (SR5) in Indian River County. The scope i icludes
resurfacing , widening and reconstruction from 4 to 6 lanes, as well as ,
construction of a 4' bike lane, on a portion of USA 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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ecoVER'D BEA' y
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• ". of VBrti Be60hII
ea INDIAN RIVEP
n IrQ h on os �EPo 9EACH R [ Ofr1AR 2
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:• :i. AOWTIC
SVBI"O. '. PRESERVE `31
. . lr�NgrM�.N.1. iln{/LN xJllx n
( ' ' I ; .T'itn ; pl'i;j "' ? t� � �+ ? � _ usl ,rtcfdaa �^.dotunrnts'd .>uid ca11.a:>� IlibifA .di;;;
SECTION NO. , 8010
FM NO. (s) : 28583-3-52- 1 '
COUNTY: than River
S .R. NO. :
EXHIBIT B
PROJECT PLANS
The Department agrees to install the Project with a contractor in accordance with tht 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
(.' : UJ:`T'irrtaEn'gj �2.ZAtiYi33_ns 1 ' r:?;edit't14'�docruy3entslt.�utd�cap�. EshibitA .ili>c
MOONS
SECTION NO. : 88010
FM NO. (s) : 228583-3-52- 1
S .R. NO. : Indian River
SR: 5
EXHIBIT 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
(:' : ; I )`: ?'imshoj�"' ?ii 'i83�__usllrr: adray',dxcunents:LanttscapeEthibitA .do:;
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
CONTRACT PLANKS
FINANCIAL PROJECT ID 228583 - 3 - 52 -01
(FEDERAL FUNDS)
SHEET MO. SHEET DESCRIPTION STATE ROAD N0 , 5
LD - I KEY SHEET
LD -2 LANDSCAPE TABULATION OF Quexr , rl £s LANDSCAPE PLANS
LD -3 LANDSCAPE GENERAL NOTES
LD -1 LANDSCAPE DETAILS - SR 5
LD -5 - I / LANDSCAPE PLANS
LD - 12 LANDSCAPE PLANS INDIAN RIVER BLVD
LD - 13 IRRIGATION TABULATION OF QUANTITIES
LD - 14 IRRIGATION NOTES
LD - 15 IRRIGATION DETAILS
LD - 16 - 23 IRRIGATION PLANS
PLANS PREPARED BY:
- lrbop,.w+aawmtpoe.ni c,r,v, KLA rtan
® 1934Cotleur Hearing
AWNN. Fbft 33M
56,-7474318 Fu MI-747-1377
LkN No. LCCOOD239
LICENSE NO. LC -0000239
VENDOR NO. 65 -0270814
CONTRACT NO. C-7045
/ NOTE: THE SCALE OF THESE PLANS NAY
HAVE CHANGED DUE TO REPRODUCTION.
,
GOVERNING STANDARDS AND SP£CIFACATOVS:
FLORIDA DEPARTMENT TE JANUARY
BOQ2N/. PROGRESSSET
DESNAN STANDARDS DATED JANUARI PODE,
AND STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION DATED 2000,
AS AMENDED BY CONTRACT DOCUMENTS.
KEY SHEET REVISIONS LANDSCAPE PLANS
DATE BY DESCRIP ON LANDSCAPE
ARCHITECT OF RECORD: ROBERT J . COTLEUR
R.I.A. M04 1067
FISCAL SHEET
YEAR ND.
FOOT PROJECT MANAGER: JOHN OLSON, P.E. 05 LD—I
8/R/B103 9:1:9 AN \VanrN2Ns mM EIAWolsls-ION\228514]-J-c15-INbn-,FVON®MrtNa.gn
FORM 625 -000-02
LANDSCAPE TABULATION OF QUANTITIES ROADWAY DESIGN 01-2000
PAY SHEET NUMBERS TOTAL REF.
SYM DESCRIPTION SIZE UNIT THIS SHEET
ITEM N0. L5 LD-6 LD-7 LO-8 [D-9 LD-10 LD-I/ 10-12 SHEET
PLAND-FINAL PLAN FINAL PLAN FINALPLANFINAL PLAN FINAL PLAN FINAL PLAN FINAL
PLAN FINAL PLAN FINAL
162-3-1OI FINISH SOIL LAYER SY 739 464 899 964 366 3669
575-1-4 SODDING (ST. AUGUSTINE] SY 310 218 455 486 142 1611
581-2 GROUNDCOVER PL 772
EU Eu rblo MYII 'Rosy ' - (Pink) Dworf Crown Of Thorns 4Jl-o2 GAL 80x8' 15° OC 388 772
582-2 ISHRUBS PL 3782
Cl Chrymbdonus IcooD 'Red Tipp - Red Tlp Com um *39 1.510.5 ' 2.5 ' OC 26 154 225 405
CID Chrysobolows Icoco 'Horizontalis' - Dwarf Coco um Q3 Px1.5 ' 2' OC 90 90
FG Ficus Macro. 'Green Island' - Green Island Ficus #31 158x18' 2 ' OC 140 1 r 140
NPD Homello Patens 'C ta ' - Dwarf Flrebush x3 1.51x1.5 ' 2 ' OC 168 195 363
tV Ilex Vomitorlo 'Stokes Dwf. ' - Dwarf Yourpon Holl *39 12°x12' 2 ' OC 207 54 60 61
186 568
IX Ixora 'Moro Grant ' - Pink Ixoro a3 2IX210 2' OC 236 115 104 455
JP Jun rus Porsonli - Parsons Juniper +e3 /2'x180 2 ' OC 130 88 30 80 328
PD Podo. Macr. 'Pringles ' or 'Meta ' - Dwf. Podomr s s3 1'x1.5 ' 2' OC 48 112 96 80
135471
RI lRophlolgols lndlm - Indian Hawthorne *Jt 12'xl8' 2 ' OC 135 128 115 135 513
SAV 5chefflera Arborimlo ' Trinette ' - Dwf. Vor. Schofflera *3t 1.5 'x1.5 ' 2' OC 124 40 115
279
ZF Zomlo Florldola Cmntie 413 / 'x1.5 ' 2.5 ' OC 88 82 170
583-4 TREES PL 47
LI L erstroemla ' Tusmroro ' - Watermelon Crepe Myrtle 12'x6' LIMB UP S 't MULTI /0 5 5
20
PM Podocarpus grocillor - Weeping Podocar s 12'x6 '9 LIMB UP 4 '9 FULL 5 5
OV Quercus Vir inlono - Live Oak 14 'x 6 's 3' CALp 5 ' CT MINy AS 8 !1 19
QVI Queray.9 Vir tniam - Live Oak IN SIGHT TRIANGLE) 14 'x 6's 3' CAL 5 ' CT MIN LIMB UP 7.5 '
3 3
584-4 SINGLE TRUNK PALMS PL 53
LD Llvlstom Decl lens - Ribbon Palm 8 '-l0' CT 10 1 6 1 7 1 23
SP Sabal Palmetto - Sabal Palmetto 14 ' -22' CTt STGGp SLICK TRUNK 9 9 l8
SPI Isabal Palmetto - Sabal Palmetto 8 '-12' CT9 STW9 BOOTED 6 6 12
590-70 IRRIGATION SYSTEM LS /
639-I-22 ELECTRICAL POWER SERVICE (U.G.) AS /
PAY ITEM FOOTNOTES
162-3-101INCLUDES TOPSOIL9 FERTILIZER AND OTHER AMENDMENTS AS SPECIFIED /N THE SPECIFICATIONS AND LANDSCAPE NOTES.
575 -/-4 INCLUDES ALL LABOR, MATERlALS9 EQUIPMENT AND INCIDENTALS NECESSARY FOR THE COMPLETE INSTALLATION OF ST. AUGUSTINE
5009 LWITHIN IRRIGATED MEDIANS & ISLANDS ONLY), INCLUDING DELIVERY, PREPARATION. EXCAVATION, INSTALLATION AND SOD.
THIS PAY ITEM NUMBER ALSO INCLUDES ALL FERTILIZER AND WATER FOR GRASSING AS REQUIRED FOR THE COMPLETE INSTALLATION
OF SODDING IN ACCORDANCE WITH THE SPECIFICATIONS.
581-29 582-2, INCLUDES ALL LABORS MATERIALS, EQUIPMENT AND INCIDENTALS FOR THE COMPLETE INSTALLATION OF PLANT IN ACCORDANCE WITH
583-49 584-40 SPECIFICATIONS AND FOOT INDEX x544 INCLUDING, BUT NOT LIMITED T09 PLANTS UNSUITABLE SOIL REMOVAL9 SPECIAL BED PREPARATION.
STAKING, MULCH. HAND WATERING, GUARANTY AND MAINTENANCE DURING ESTABLISHMENT PERIOD.
590-70 INCLUDES ALL LABOR$ MATERlALS9 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 H£AOS9 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, MATERlALS9 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, (OC) = ON CENTER, (MULTI) = MULTIPLE TRUNKS, (CT) = CLEAR
TO, TRANSFORMERS, WIR£S9 CONDUIT, EXCAVATION. METERS AND/OR PAYMENTS TO FPL FOR SERVICE CONNECTION FEES. THE COST TRUNK* (MIN)
= MINIMUM, (AS) = AS SHOWN9 (CAL) = CALIP£R9 (STGG) = STAGGERED
OF ELECTRICITY TO POWER THE SYSTEM WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE .
REVISIONS Ledwape Ard"d Of Record: Robin J. up : NIOV
9FA78 OF MAUDI
ATE I DESCRPTION Cotleur Hearing DBP,RT,y�• Ow 7RAlN.srWTA7VN ��/'9 � SHEET —
1934 ConfinIicm Lane Sufte 1 ROAD NO. COUNTY FINANCIAL PROJECT ID LAXWC'APE
Jupiter, FWide 33458
551-7475338 Fex581-747-1377 SR 5 INDIAN RIVER 1 228583-3 -52-01 TABULATION OF QUANTITIES LD-2
Limm No. LC-COOO239
9/IS/ZPU 9:32.4 mle OI4V'rolecra-Iaoi•E2e5lJ-J-ar -INbn-rh�VtlWVoeMEq.dp9
LANDSCAPE NRA NOTES
1. MEDIAN PLANT BEDS SHALL RECEIVE SPECIAL BED PREPARATION IN ACCORDANCE WITH SUB ARTICLE 560-4.4 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 PLANTING. FERTILIZER WILL HAVE AN ANALYSIS OF 6-6-61 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.
3. 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, HONEVER, 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 HEALTHY ESTABLISHMENT OF ALL PLANTS. ALL COSTS FOR HAND WATERING OF PLANTINGS SHALL BE
11tVLACtV 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, 1S THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE.
5. TREES AND PALMS HAVE UNIQUE SYMBOLS IN THE LANDSCAPE PLANS AND ARE THEREFORE QUANTIFIED PER EACH PLAN SHEET. SHRUBS
AND
OROUNOCOVERS 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 3" 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 & GUYING WILL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND FOOT INDEX #544 (EXCEPT AS NOTED OTHERWISE).
THE COSTS FOR
STAKING & GUYING WILL BE INCLUDED IN THE COST OF THE PLANT.
B. ALL PLANTS WILL BE INSTALLED IN ACCORDANCE WITH THE FOOT INDEX #544 DETAILS, EXCEPT FOR THE PROPOSED HEIGHT OF THE ROOT
BALL. INDEX
#544 SPECIFIES THE ROOT BALL TO BE PLACED SUCH THAT THE TOP OF THE BALL IS 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 UI10) OF THE HEIGHT OF THE ROOT BALL, lie, A 10' TALL ROOT BALL WILL BE PLANTED WITH THE TOP 14 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.
10. ST. AUGUSTINE SOD WILL BE USED IN ALL IRRIGATED MEDIANS AND ISLANDS AND 15 QUANTIFIED IN THESE LANDSCAPE PLANS. BAHIA
SOD WILL BE USED
IN ALL UNIRRIGATED ISLANDS AND AT BACK OF SIDEWALK AREAS AND IS QUANTIFIED IN THE ROADWAY PLANS.
11. 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.
DESCRIPTION REVISIONS LmdacW AmNbd Of Rnod nJ. Co4m, ALA. 1
81'A78 QP RONQEt
A DESCRIPTION 1934 C r Hearing DffPARTABNT OR 7J?.*N gIpTAT/ON SENO T
® 1934Co Willa 3458 stale , WAD � COUNTY FINANCIAL PR"CT ID LANDSCAPE GENERAL
Jtplar, FWride 33158
561-747-8736 Fm 561-747-1377 SR5 INDIAN RIVER 228583-3-52-0I NOTES LD-3
Lkee No. LG-C=39
e/IS/20J! 9:1,:6 w wervoW7e win OIs,Wol>'rs-/ao, IPeSB)-l-eGs-ntllm-rw,waepbmeabDmn
GENERAL NOTES :
1) REFER TO INDEX #544 FOR PLANTING DETAILS AND STAKING DETAILS.
r,
I -
` ` I FUTURE GROWTH
- - - - - - - - - - - - - -
14.5 '
- - - -14.5 ' YIN WHEN j , 6 ' YIN.
OVERHANGING ROADWAY CLEAR ZONE STAMPED CONC. PAINT.
I STRIP (SEE DETAILS)
_
01 8.5 ' MIN. IIIj+
I('-- - - - - - - - - - - - - - — — — — — — — — — — TYPE 'F ' CURB
y y .
Dl 21 MAX . ti w" '-^+ yU"' ROADWAY
I
cm MOT
fjS •(t"it".i4' ..w . � tYi* yjA- �t?. th} - NFy
SOD MAINT. STRIP
SUBGRADE —
J' MULCH (TYP.)
(a) MIN. LIMBED UP DIMENSION (WHEN WITHIN SIGHT TRIANGLE) 7PREPARED FINISH SOIL
(D) MAX. SHRUB HEIGHT DIMENSION (WHEN WITHIN SIGHT TRIANGLE) (AS PER SPECIFICATIONS
AND PLAN NOTES)
TYP . MEDIAN SECTION
NOT TO SCALE
REVISIONS Lepaypa ,yyNaG of RemN: RabuU. Coaew, NlK noel —
S%.f7Y: CW M.NPlOrf
DESCRIPTION "TT Cotleur Hearing DEPARTMENT OF TR AWURTATJON SHEET
.
1931 Cwmwra Law Suite 1 RO,� N0. COUNTY fN1ANClµ PROJECT /O
Juplln, FbrWa 33458 LANDSCAPE DETAILS
551-048339 Fu 551-747.1377 SR 5 INDIAN RIVER 228583 -3-52-0I LD-4
Liarwa No. LC-CODD239
envroot em o .uI %� &"vroeva mm ElstWa/<Is-Irbr�tY959J-l-srS-IMIm-rNVptllfpWellroWApn
/— R/W LINE �n `
I
4510
'
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ . _ . . _ . _ _ . _ _ _ _ _ _ • _ _ _ _ . _ _ _ . _ _ _
_ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ . . _ . _ _ . _ _ .
I.
I.
._.t
UTILITIES '
GUARDRAIL SIDEWALK
BEGIN PROJECT
ANOSCAPF . . • . . . .
_ _ _
CONST. GUARDRAIL ' . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . .
_
. _ PPE P CURB —
S . " 735+22.00 _
.•^_,•._....--.•,-'-' .."1" _ 1 STAMPED CONC.
MAINT. STRIP
7- 57 ' .. .. __ __ _......
- 40
SIGN
E P CURB
STATE ROAD 5 @ SURVEY
SMaRT TRIANGLE LINE
i
N I. SIDEWALK
\
,
off/ _ ..._
r
4 � rl
i I
Irl
i .-; I �.
41
31W LINE
I 0 10 40
Feet
DATE or R E V I S 10 N 5 Undscw .A~ 0f Recad: Robed J. Co4wr, ' 1 NTA7H QP RZOPM1
® IOU C r Hearing 0"" MElff cw TRAMMWTAIM SHS T
1834CoFlorWa 345e sem , LANDSCAPE PLAN
JUP6e5 Fkrida 33458 ROAD NO. COUNTY fN/ALCIµ PR01ECi ID
561-74746336 F= 561-747-1377SR5 INDIAN RIVER 22B5B3 -3-52-OI SRS
L loam No. LC-C000238 LD -5
9/I5/ECO! 9.-N& AY %VsrooWVs yin ONI�Pro/cls-/Oo1�8591-3-t15-INbn-rNWtlpp�plwYeOZp,
• r,
R/W LINE \` q0 ,
_ . _ _ . .
GUARDRAIL SIDEWALK s
SIGN
- . . ,. . . . . TYPE f CURB . . . . . . . . . .
_ UTILITIES SIGHT TRIANGLE LINE
- - . . . - . . - . - ..
CE CONST. . . . . . . . - .- 6• CLEAR ZONE
LI �. LD PM . . . - FROM TRAVEL- LAN£ . . . . . . . . -
Z_ . . _ . . . _ . .743 . . . . . . . . .
1 i d1lP ..
12 R0W59
s-r• w __ ••'� RI !2 ROWS 2' OCI J PD 2' OC)
IV 13S ^� 48
/ IX SAV SAV 95 30' STAMPED C17NC.
12 130 ._..—. IX — MAINT. STRIP --
- _ 201 _ 202 STATE ROAD 5 _ 203 _ _ 20 -
_.. . SURVEY - - - - - - - - - - - - - -
- - -
- ... ._...- -. ,- TYPE F CURB �1v SIDEWALK 1 1. SIGHT TRIANGLE LINE
A' vy --
V7i
16
16 x
46,
1
RM' LINE
1 1 0 ro 40
Feet
REVISIONS Landscape Ambled Of word. Robed J. Coeew, RIA alar —
' 'L� ADA SHEET
Cotleur Hearing MPARTAMW QP 7RAAMPONTA MV N
1834 Commerce Lena Sudo 1 ROAD NO COUNtt PIxABCIAL PROJECT IO LANDSCAPE PLAN
- Jupfter, Fbride 33458
581-7478338 Fez581-747-1377 SR5 INDIAN RIVER 228583-3 -52-01 SRS LD-6
License No. LC-C000230
8/r5/2NJ 9Nyw Ax WEAWAOM We DW~CTS-FMTY285 j-l-SNS-evOem_nwvorotrpVm W3.Oyr
I f
F.E.C. RR RAY LINE . _ s.. r ! l ( VIII . !1 T - _ . . _ . . _
� RAVLINE
_ _ _ _ _ . _ _ . f' r
/ ! ✓
.� MIDI\S
V'm /
r _
30" STAMPED-,CONC. ... i • ` , - ---
PAINT STRIP SIGN
SIDEWALK -. -4 ' r i • i . r>. " .: SIDEWALK yl
r
it
it
� f 1
-
_ —_ yTiZ _..
r. .
.SIGHT TRIANGLE LINElet-
UTILITIES t
e' _- . _. ,.50 - - STATE ROAD 5
— - - _
coNsr . 719 �, B, 8 ---- e• Ts;
1.,
BD f2 AQWS, 2. OC) JP !2 BOWS. 2' OC)
!J ROWS. 15' OCJ 2p7 \ ; PD210
EU
`205 "" ._.. 206 \ m ...� 60 !2 ROWS. 2' Do -� 64
-- IRRIGATION PUMP STATION , \ 30" ST PED CONC. !4 ROWS, 15 " OC) _�._._ TRIANGLE LINE
EXIST. OAK i SURVEY/ INT STRIP _ T
Cl TREE TO REMAIN \` --
' SIDEWALK :- .� .-. . . .
RAY
- _ • ^ . _ ... . - . \ '. _ a - - LINE , ... .
. . . . . . . . . . ' _ _ _ a . , .. 1 7
SIDEWALK .. ...., :_... (�~
l
_
��54w i -
3
L'
-
� /�
w , • 1
I r .
ffd
OJ a
RAV UNE •V I f/ / 'l _
24' STAMPED C^yjr'P. , % -
.' YANMT. SIP / . . w.,.'
t
0 10 40
1 it 0 y
SEE SHT LD-12 feet
REVISIONS LMtllnpe Moa0ecl Of Reowe: Robed J. CdMu, RLA: #1067 97'A� OF iTORLPA SHEET
I A I ' Cotleur Hearing AWA8TAfgNT OF 7XAA9PONTATION
1934 Co rue Lane suite 1 ROAD NO. IFIxaNCUL PROJECT ID LANDSCAPE PLAN
Jupiter, F"a 33458 TY I
561-747-6336 FuS61-747-1377 SR 5 INDIAN RIVER 228583 -3-52-01 SRS LD-r
Umme No. LC-0000239
B/r5/2IX)l 9:713# w �vurverOPVu weld OIYWu/cit-/Our YPBSB]-J-rrS-/Nbn-rNNutlglpoNntll.4pn
_ . . _ . . _ . . - - . _ . . _ . . _ . . _ . . - - - - - - • - • - - - - - - • - - • - - • - . . . . . . . . . . . . . . . . . . . . . . . . .
. . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
F.E.C. RR RM' LINE
401
i r
AAV!+t
I
LIMITS OF TCEi .
� R/W LINE / J SIDEWALK
. . . . . . . . . .SW . . ___ •_ T' .. T � _�_ _- _ - r
Cf' . . . . .
(
30
-- --- ' STAMPED CONC_ TYPE F CURB
TYPE D CURB q0 � � -_-
1C CONST . UTILITIiES -14.9' NAINT. STRIP �� 8' _ g' _ • 20' 7 4' TYP 20 '
Ts' a
+1-64T 7- 2 +�-50 _ 409 8
128 I— _
PD - BPD\lO SURVEY 60 128 (4 ROWS, 15' OCl EU TYPE F CURS _. 2jp
8
Ni ___. --- —. -128.
!2 ' ROW'S, 2' OCl
- SK - - 5 G � - -
HT TRIANGLE LINE A O
. . _ .. . _
=_ ._.„--•-fes rte` J""' __ '[. : ...... _ _ . _ __ _ -" -.' � ' .� _
.. - R'1 :.
SIDEWALK
SIDEWALK
I1E.S`1rI
'
S :IR
0 a 40
Feel
DA TE R EDESCRIPTION V I S 10 N S Landscape Ardibod 01 Racal Robed J. C46wr, RLk $1087
.fTATB QP PLQIPlEL/
1 Cotleur Hearing DBPART.VBNT OF lX4A kWATJaV SHEET
o.
1934 Commerce Lam sulk 1ROAD �, COUNTY FWAxc1AL PROJECT ID LANDSCAPE PLAN
Jupiter, Fkrida 33459
561-7476335 Faa581.747-1377 SR 5 INDIAN RIVER 228583 -3 -52-01 SRS LD-8
LJceme No. LC-0000239
6/1512003 91-mw W SVerverOlVr min O�YVralxr:-1ror`PPaSB)-J-rrS-�robn-rNvadra�gaypp5.ppn
F.E.C. RR RiW LINE
i
I IN
i I
UTILITIES
TIN
r TYPE F CURB I .. . _ .... .- � R/W LINE
- - . .. _. SIDEWALK - _. - _ - - - _ — _ —_
. . _. . - . . . .
— -- — c GEAR ZONE SURVEY T
60 SIGHT TRIANGLE CNE —.{ B - - _ 5 _ _ - _ _ - - J' FJ, 6 ^ -� g — ` S 61 SP
FROM-MAVEL LM'E -- —
ft9 - w LWt1 7 761 9 76
- - . . . . . . - - - -
0 �
pD 'E C ST. RI 2/8 / 2 DIF
TYPE-6 CURB �. HPD CI IX ` N N SAV I
TYPE DCURB -T15- I6B lX B9 60 ` 32 BB 29 70
..
LjO STAgPED CONC:.. _._... _.. _ .._ _ _
MAIN
55_ _ _. __ - S5 $ TAT JR AD .5
w .
777 INL
SIGN
I r.
G
\�7 \`
y e
Ri1N LINE r \ \.. � . r SIDEWALK 1
\ \
SIDEWALK . . 6 RiW LINE . .
IV
. � Ll4lT5 OF TCE - d � � ` .� �. , • � � =•
s
uoVEts i" . - ` CONST 6TH :Aut
N-,4. «
_. .. .
`.
rI
LI IN
L IN
�` ' • moi
UTILITIES
0 to 40
Feel
R E V 15 10 N S LandenpeArtleect Of Record: Robed J. Co6aur, RLA: 0067
PTM
A I Cotleur Hearing DAPARTABNT OF 7X4AW01RTA770W® /��s/1 SHEET
1934 CornR� Lens saROAD NO.te 1 LANJfNI.APE PLAN
Jupder, Florida 33458 ' COUNTYFINANCIAL PRQIECT ID
561-747.8336 Fsz661.747-1377 SR5/USI INDIAN RIVER 228583 -3 -52-01 SRS LD_9
License No. LC-COD0239
a rm, 9.4711 Ae %V MEAmvs "A &st7;FECT5-FMT' Y 006Ap
- - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - . . _ . _ _ . .
_ . . - - - - - - _ - . - - - - . . _ . . - - _ . . _ . . _ . . _ . . _ .
F.E.C. RR Ri1V LINE
FO�
SIDEWALK UTILITIES ACC
I N 1' &'0 t I
TYPE F CURB LIMITS OF TC£ SIDEWALK . I L URIqI 1 s< I
RiW LINE
i• i .y.. • _ .
.. _ ._. .. _ . . . .. . .. . . .. . .w i _ _
COAST . slca Q SURVEY -776 5
7 9767 20
DMV
STAMPED CONC. -
SAV CI Sqy IV ZF 2.3 N IX IX 22 PD STATE ROAD 5 ® MAINT__STRIP
H5 100 2H 195 b H' CLEAR ZONE
TYPE F CURB�� FROM TRAVEL LANE_. '_-
—
_
TYPf FCU
RB
r _
.. . s. �. _
_ . 3... SEWALKIO
I '
i
�. i. .
' YCRiWAY -
I�_ ' i
O RI 40
` Feel
REVISIONS LW&IxII ; Architect Of Racal ftlibed J.
A / A Cotleur Hearing nePARTAffiNr OF ?RAAMARrAT7EMV SHEET
1934 Commerce L" suite f ROAD NO. Tr COUNFINANCIAL PRAIECT ID LANDSCAPE PLAN
061874, Fbrida 33458
561-747-6336T-6336a335 Fetr581-741-1377 SR5/USI INDIAN RIVER 228583 -3-52-01 SRS LD-10
License No. LC-0000239
e1 91 All smSE/WEApPVS Yan elstWAO/E[15-EOOt�eSBJ-I-S -aDIAN-ANWtlmppmLlWOen
_ . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _ . _ _ . _ . _ _ . _ _ . _ _ _ . _ _ _ _ . _ _ . _ _ _ _ _ _ _ _ . _ _ _ _ _ _ f.E .0 RR Rita LINE
r
I -
1 0,
END PROZ1.
LANDSCAPING
STA . 768+30.69
RiIV LIN
770 CONST . 771
772 773
231
SURVEY30 STATE ROAD 5
UTILITIES
. . . +p. R/W LINE
LI
t
�l
r
0 10 40
Feet
REV IS IONS WW&Ca kchbct Of Rscpd: R T. ur, RLA: Or
Cotleur Hearing D"ARMANr OF.® 7ZAAW WFAMN
193omSHEET 4cm3458 swe , LANDiSCAPE PLAN
Jupiter,C .
193FloridaFloridada 33458 �'� �' 'ry flNANCIA( PROJECT N)
581.747-6338 Fu5BI-747-13TT SR5/USI INDIAN RIVER 228583 -3 -52-01 SROS I,D-ll
License No. LC-0000239
81612.03 9:32!I AY \Usrvar02Vs min sIY•pro/x,s-ICu,�2pB5B)-J-s.S-utllw,-r.rVmis,p pbnypB,ppn
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 (6 ' x 131) EA 3 /2 /2 3 4 34
0 RAIN BIRD 1812 12 " SIDE STRIP PATTERN (5 ' x 20 ' ) EA 16 29 33 10 11 99
E9 RAIN BIRD 1812 12 " l0 ' QUARTER EA 4 4
RAIN BIRD 1812 12 " /0 ' HALF EA 2 2
RAIN BIRD 1804 4 " 10 ' QUARTER EA 2 1 1 4
e RAIN BIRD 1804 4 " l0 ' HALF EA 3 / 4
RAIN BIRD 1804 4 " 15 ' QUARTER EA 7 1 1 9
e RAIN BIRD 1804 4 " l5 ' HALF EA 32 9 49 57 /0 157
O RAIN BIRD 1804 4 " 15 ' FULL EA / I
RAIN BIRD 1812 12 " 15 ' HALF EA 12 8 9 8 37
0 RAIN BIRD 1812 /2 " l5 ' FULL EA 2 2
B HOOVER PRE - FAB PUMP STATION EA / I
IRRITROL 2 " 100 SERIES 'GLOBE ' ELECTRIC VALVE W/ EA 3 1 2 3 3 1 13
12 ' x18 " IRRIG . VALVE BOX
* PVC SCH . 160 LATERAL LINES (SIZING LF 1031 1102 692 1005 948 687 5465
VARIES - SEE PLAN)
* 3 " PVC SCH. 40 MAIN LINE , WITHIN MEDIANS ONLY LF 415 768 562 56/ 374 10/ 2781
- - - - (SIZING VARIES - SEE PLANT
PVC SCH . 40 SLEEVE - SIZING AS NOTED OR TWICE LF 42 186 388 42 253 9It
. . . . . . . . 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 ymrppY AmYIrCpPwvQ ryy"A CaIMw. XlK Y1B6! SrA78 qp p ASM4SHff7
-
A I
Cotleur Hearing DAPARTNRNT OF MASAWTA770N nn.
1BMConun Liwt Sub �� �, Cp1NTT FNIN IAL PMJECT ID IRRIGATION TABULATION
Jupdar, FWNa 3M58
BBi-74M= Fu661-Tanm SR 5 INDIAN RIVER 228583 -3 -52-0/ OF OCANTITIES LD-13
Ilcew No. LCCOW239
B//J/BBBJ 9:JPfI W varrn02 s sln OlflWol�ls-IbrpyBSBJ-J-irS-Imran-rhVeMayVbplrW.Ipn
A. EXTENT:
GRAY GLUE. PREPPING AND GLUING PIPES SHALL FOLLOW MANUFACTURER'S RECOMMENDATION OF THE . PIPE, EXCEPT
WHERE
IRRIGATION SYSTEM . LIMITS GENERALLY INCLUDE STATE ROAD 5 NORTH OF THE SOUTH RELIEF CANAL TO NORTH OF 6TH AVENUE SCREWED CONNECTINS
ARE REWIRED. 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 80 FITTINGS.
IRRIGATION SYSTEM AND ALL COMPONENTS. THIS INCLUDES, BUT 15 NOT LIMITED TO THE FOLLOWING; (1) DIRECTIONAL DRILLING; (2) D.
PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO
TRENCHING AND BACKFILL; (3) INSTALLATION OF A FULLY AUTOMATED IRRIGATION SYSTEM; (4) WELL CONSTRUCTION AND ALLOW FOR EXPANSION
AND CONTRACTION.
DEVELOPMENT; (5) INSTALLATION AND ELECTRICAL CONNECTION OF PUMP STATIN; (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; (71 PREPARATION OF AS-BUILT DRAWINGS. PLASTIC MALE ADAPTERS.
B. GENERAL: F. ALL ABOVE GROUND PIPE, (EXCEPT SHRUB RISERSJ, SHALL BE SCH. 40 GALVANIZED
STEEL PIPE.
I. PERMITS AND FEES: OBTAIN ALL PERMITS, (EXCEPT FOR WATER USE PERMIT) AND PAY REWIRED FEES TO ANY GOVERNMENTAL AGENCY 3
APRINKLER INSTALLHALL SPRINKLERS AS DETAILED ON DRAWINGS.
HAVING JURISDICTION OVER THE WORK. INSPECTIONS REWIRED BY LOCAL ORDINANCES WRING 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 SHAY 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 B. THOROUGHLY FLUSH
OUT ALL LINES WITH WATER BEFORE INSTALLING ANY HEAD59 VALVES, AND OTHER APPARATUS.
APPROVED BY ENGINEER. C. TEST IN ACCORDANCE WITH PARAGRAPH ON
SHALL MEAN JdDROSTATC TESTING.
J. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ENGINEER TO ENABLE THE WORK TO PROCEED D. UPON COMPLETIN,
THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER
AS RAPIDLY AND EFFICIENTLY AS POSSIBLE.
4. INSPECTION OF SITE: DISTRIBUTION AND COVERAGE.
A. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE S. HYDROSTATIC
TESTS:
PLANS BE FOUNDNOTIFYA. REQUEST THE PRESENCE Of THE
Tiff ENGINEER FOR !NSTAMIVIVS A� IU B. TESTING 70 BE ACCOMPLISHED OTHE EXPENSE Of THE CONTRACTOR
AND IN THE PRESENCE OF THE ENGINEER.
FURTHER ACTION. FAILURE TO DO SO 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 SL/PP/NG
FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN ON PLANS.
B. ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AND LOCATED BY THE IRRIGATION CONTRACTOR PRIOR TO WHILE UNDER PRESSURE.
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
THEM AND BRING ANY AND ALL CONFLICTS TO THE ATTENTION OF THE ENGINEER WHO SHALL COORDINATE THE CAPPED AS FOLLOWS:
ADJUSTMENTS. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY LOCATION MAY REED TO BE L = SD(PX/2
_ _LOCATIONTAKED BY A SURVEYOR OR THE UTILITY COMPANIES. THE IRRIGATION CONTRACTOR SHALL CONTACT SUNSHINE 72 Iff22DO
HOURS BEFORE YOU DLG AT I-800-432-4770 TO SCHEDULE LOCATION OF UTILITIES WHICH SUBSCRIBE TO THEIR SERVICE . N WHICH,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITIES, INCLUDING THOSE WHICH DO NOT SUBSCRIBE L - LENGTH O LEAKAGE,IPETET
GALLONS PER HOUR
TO SUNSHINE. REFER TO ROADWAY PLANS (GENERAL NOTES) FOR A LIST OF KNOWN UTILITY PROVIDERS IN THE AREA. 5 = PIPE DIAMETER,OF
PIPE TESTED IN FIELD
D = PIPE GETEIN 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 CONDITIONS DURING THE COMPLETION OF WORK, SHOULD DAMAGE BE INCURRED, THIS CONTRACTOR SHALL £. 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 REPRODUCTABLE MYLAR(SJ SHALL SHOW DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE F. REPAIR
LEAKS RESULTING FROM TESTS.
DURING CONSTRUCTION/ AFFECTING ALL COMPONENTS. THE DRAWINGS SHALL ALSO INDICATE 6. AUTOMATIC CONTROLLER:
ANO SHOW APPROVED SUBSTITUTES OF SIZE, MATERIAL, AND MANUFACTURES NAME AND CATALOG NAME A. CONNECT REMOTE CONTROL VALVES TO
CONTROLLER IN THE SEQUENCE AS SHOWNON THE TAR TING WITH
AND CATALOG NUMBER. THE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF WORK. STATIONS I, 21 3,
ETC. PLANS, S
C. MATERIALS: 7 . AUTOMATIC CONTROL WIRING:
A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE.
I2.. GENERAL: ALL MATERIALS THROUGHOUT O/T THE SYSTEM SHALL NY NEW AND I( PERFECT CONDITION. B. INSTALL CONTROL
WIRES AT LEAST 18' BELOW FINISH GRADE AND LAY TO THE SIDE AND BELOW THE MAIN LINE.
O PLASTIC STM ALL . A LINES SHALL BE SCH. 40 POLYVINYL CHLORIDE (PVC) PIPE, WHITE O COLOR, AND SHAH PROVIDE
LOOPED SLACK OF VALVES AND SNAKE WIRES IN TRENCH TO ALLOW FOR CONTRACTION OF WIRES. TIE WIRES
CONFORM D ASTM D-222. ALL LATERAL PIPING SHALL BE PVL AND WHITE IN COLOR, SCH. f60 SOLVENT WELD CONFORMING IN BUNDLES
AT 100' INTERVALS.
TO ASTM D-RB4 AND D-2241
J. MAIN LINE FITTINGS: C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY ON RUNS OVER 500 FT.
ALL WIRE SPLICES SHALL BE MADE IN A UL
A. SERVICE TEE - SCH. BO FITTINGS MANUFACTURED By MARCO OR APPROVED EQUAL. APPROVED, WATERTIGHT WIRE SPLICE KIT.
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 CONSTTIKTKIN. THE DEPTH OF ALL SLEEVES
4. SOLVENT CEMENT: COMPATIBLE WITH PVC PIPE, OF PROPER CONSISTENCY, AND COLOR. ALL PVC PIPE SHALL BE CLEANED SHALL BE
AT LEAST 36 INCHES BELOW ROADWAY PAVEMENT GRANDE.
AND ETCHED PRIM TO GLUING.
B. BACKFILL AND COMPACTING:
. SPRINKLER HEAD RISERS: USE SCH. 40 PVC FOR ALL RISERS. PIPE SHALL BE CUT IN A STANDARD PIPE CUTTING TOOL A.
AFTER SYSTEM IS OPERATING AND THE REWIRED 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 WITH 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, REGMOLESS OF TN£ TYPE Of PIPE COVERED. ALL BACKFILLED MEAS
UP. SHRUB RISER PIPE ASSEMBLIES SHALL BE AS DETAILED, SHALL B£ COMPACTED TO MINIMUM 98X ASSHTO T-1LE DENSITY.
6. REMOTE CONTROL VALVES; (IN VALVE BOXES) SEE LEGEND C. OR£55 Off ALL AREAS TO FINISH GRADES.
7. CONTROL WIRING: 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. MINIMUM WIRE SIZE: 12 GAUGE.
8. SLEEVES: UNDER ALL WALKS AND PAVED MEAS AND WHERE INDICATED ON DRAWINGS. MINIMUM SCH. 40 GENERAL NOTES:
PVC PLASTIC K PIPE AND SHALL BE 5/ZED AT !EAST TWO 121 TIMES THE DIAMETER OF INSERTED PIPE, (UNLESS OTHERWISE NOTED). I. THE
CONTRACTOR SHALL TEST IRRIGATION WATER AFTER THE WELL 15 CONSTRUCTED TO INSURE IT 15 SUITABLE FOR LANDSCAPE
9. SPRINKLER HEADS: SEE LEGEND IRRIGATION. IF THE IRON CONTENT EXCEEDS 1.2 PMTS 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 ME NOT
1. EXCAVATION AND TRENCHING: STAINED. THIS WORK, (IF NEEDED), WILL BE 1N 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 IOOX COVERAGE AND TO MINIMIZE OVERSPRAY.
INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL 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 TH£ PAIN FOR FUTURE USE.
B. WHEN INSTALLING 2 PIPES IN THE SAYE TRENCH, THE TRENCH SHALL BE MADE WIDE ENOUGH TO ALLOY A MINIMUM OF 6 5.
THE CONTRACTOR SHALL BE RESPONSIBLE FON HARD WIRING ALL ELECTRICAL SERVICE CONNECTIONS.
INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE 6. ALL
MAIN LINE SLEEVE LOCATIONS ARE ACCOMPANIED WITH A 2' ELECTRICAL SLEEVE FOR THE CONTIIOI. WIRING.
THE MINIMUM COVER FRO/! FINISH GRADE AS FOLLOWS: 7. FINAL LOCATION OF ALL COMPONENTS SHALL BE SUBJECT TO ENGINEERS
APPROVAL,
1) 18' MINIMUM COVER OVER MAIN LINES B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO CONTACT THE
ENG/NEER FOR HYDROSTATIC AND OPERATIONAL TESTING.
21 120 MINIMUM COVER OVER CONTROL WIRING FROM CONTROLLER TO VALVES. 9. ALL MAIN LINE PIPES PLACED IN SLEEVES
SHALL BE SCH. 40 SOLVENT WELD WITH ADEQUATE RESTRAINTS. THE SLEEVE
3) 12' MINIMUM COVER OVER LATERAL LINES TO HEADS. SHALL BE A MINIMUM TWO (2) TIMES LARGER THAN THE
ENCASED PIPE DIAMETER.
C . MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLAGS AS REQUIRED FOR MAINTAINING AREAS OF WORK IO• ALL COMPONENTS
SHOWN AND/LN DEPICTED ON THE PLAN SHEETS REPRESENT APPROXIMATE LOCATION ONLY, AND ME FOR
AND PROVIDING A SAFE WORK ENVIRONMENT. CLARIFICATION PURPOSES. THE FINAL LOCATION Of ALL COMPONENTS SHALL
BE SUBJECT TO APPROVAL BY THE ENGINEER.
2. PIPE LINE ASSEMBLY: 11. 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. DO NOT
SCALE PLAN FOR EXACT HEAD LOCATION.
4 FEET TO WALK EDGES, STRUCTURES, AND WALLS. 13. IRRIGATION COMPONENT TRADE NAMES ARE SPECIFIED DUE TO
MAINTAINING AUTHORITIES REQUEST TO INSURE COMPATIBILITY WITH OTHER
B. LATERALS SHALL BE 5CH. /60 PVC. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING HEAVY DUTY COUNTY SYSTEMS.
ALL SUBSTITUTIONS TO MATERIALS SPECIFIED SHALL BE APPROVED BY THE ENGINEER AND THE MAINTAINING AUTHORITIES.
By I DESCRIPTION REVISIONS Lw4=" ATdA@d Of : ROSH . sur, ,STA7B QAITQR/Q1
® Cotleur Hearing LNPARTM"T LIP MAWPOPrATTON SHEET
1934 CFWWso lens SSubi N0.
JJupiter,, FiorNle 33458 PO's NO. I COUNTY I FINANCIAL PROJECT ID IRRIGATION NOTES
581-7473336 Fm56l-747-1377 SR 5 INDIAN RIVER 228583 -3-52-01 LD-14
License No. LC-CO00739
B/3/2m7 9:JIYJ AY \YYrOrOYVi eoM DIY\p,o/F1,-IJW\22BSeJ-J-„5-IMbn-INVgWryymllr0pdpn
ELECTRIC REMOTE CONTROL VALVE BOX (AMETEK . OR EQUAL) FINISHED ROADWAY
VALVE URRITROU PLANT MATERIAL
- COVER OF VALVE BOX
FINISH GRADE FINISH GRADE/TOP OF MULCH
(NEPCO T-1601 GATE VALVE TO BE SANE EXISTING UTILITY
SIZE AS REMOTE CONTROL VALVE VALVE BOX TO SIT FIRMLY 36 ` MIN. IN CONFLICT 36 ' UN. POP-UP
SPRAY SPRINKLER
ON COMPACTED GRAVEL COVER COVER
BASE
LATERAL PIPE INCH BA YALE NPT X .490
6• LAYER Of COMPACTED � INCH BARB ELBOW
COURSE GRAVEL. ADJUST 1 POLY PIPE
THICKNESS AS NECESSARY I IB' MIN.
TO ESTABLISH FINISHED
GRADE OF VALVE BOX " COVER PVC SCH 40
IRRIGATION MAIN TEE OR ELL
OR LATERAL (SEE
PVC MAIN PLAN FOR SIZE)
II TOP OF CUT-OUT TO BE MAX. 2" NOTE: IRRIGATION MAIN LINES OR LATERAL LINES THAT ARE SHOWN NPT
XCH MALE
GRAVEL MUST EXTEND # --moi NPT X .490 INCH
A MINIMUM OF 60 AROUND ABOVE TOP UT PIPE. PLUG j4 PVC PIPES IN SLEEVES MAY NEED TO BE ERE EXISTING
WITH BARB ELBOW
EDGES OF VALVE BOX SCH BO REMAINING CUT-WT V010 TO HJ).P.E . PIPE AND DIRECTIONALLY DRILLED 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 B£ CAPABLE OF WITHSTANDING A 200 PSF 12 " POP -UP SPRINKLER
LOAD WITHOUT BREAKING, TILTING, OR SINKING. TYPICAL CONFLICT DETAIL NOT TO SCALE
CONTROL VALVE W/ GATE VALVE NOT TO SCALE
---- fIN/5H GRADE/
TOP OF MULCH
NOT TO SCALE POP-UP SPRAY SPRINKLER
ELECTRIC VALVE I/2-INCH MALE NPT X .490
INCH BARB ELBOW
�--- — 4' — �f ZONE NUMBER POLY PIPE
PVC SCH 40
LOCKABLE HANDLE FIBERGLASS REINFORCED TEE OR ELL
ENCLOSURE J' 6' L X 4' W X 78
3' H. (SHOWN IN OPEN POSITION)
FOREST GREEN GELCOAT FINISH GPM J
4 1/2-INCH MALE
RAIN SENSOR PORT VALVE LABEL DETAIL NPT X .490 INCH
KEEP COVER AREA ,NOT TO k,_ BARB ELBOW
CLEAR AND LEVEL PVC LATERAL PIPE
HINGE, 6' THICK REINFORCED 4 " POP -UP SPRINKLER
420 X 480 ALUMINUM STAINLESS STEEL NOT TO SCALE
SKID CONCRETE PAD
PROVIDED BY PUMP STATK)N WITH ENCLOSURE
CONTROL PANEL ASSEMBLY HOOVER 3' CHECK VALVE GALV. WELL
MAINTAIN 42' CLEARANCE CENTRIFUGAL PUMP 5 HP 3' SCH. 40 GALV. HEAD MIN.
(U.C. LISTED/ STEEL PIPE
PUMP STARTER IV
PRESSURE CONTROL VALVE l2• ABOVE GRADE
}
A ;a Ar
ELL CROSS TEE
PIPE (TYP.)
PRESSURE GAUGE / FITTING (DUCTILE IRON)
FLOW SWITCH AND HOSE BIB
GALV. STEEL DISCHARGE GROUT 24" ~
DISCHARGE ISCH. 40 GALV./ DEEP NO. 5 REBAR BENT
ISOLATION VALVE 4' GALV. WELL AROUND FITTING (TYP.)
J" DISCHARGE IRRIGATION 45 ELL 45 ELL CONCRETE THRUST
MAIN 3' SUCTION LINE 34 SCH. 40 STEEL SUCTION LINE FROM PUMP TO THE 4" WELL (SEE PUMP STATION DETAIL/
BLOCK (MIN. 2 CU P7.)
CHECK VALVE & WELL GALVANIZED 3 ' CHECK VALVE
to
SOIL
ELECTRIC SUPPLY • IN VALVE BOXES WITH NOTES:
TYP.
FOR
(SEE PLAN FOR LOCATION) � TOP OF WELL TEE OR LOCATE WELL A MAXIMUM DISTANCE OF 20 FT. FROM FINAL PUMP STATION
LOCATION 1. SUPPLY LINES J-INCHES IN DIAMETER AND
90 FITTING 12' BELOW 4" WELL ESTIMATED AT 100 FT. TOTAL DEPTH WITH 20 FT. STAINLESS STEEL SCREEN LARGER
SHALL RECEIVE CONCRETE THRUST BLOCKS.
3' - 2 C1/. FT.
PUMP PERFORMANCE FINISHED GRADE 4" - 2 CU. FT.
60 GPM a 135 TAH I ALL PIPING SHALL BE SCH. 40 GALV. STEEL PIPE 2. INSTALL A PROTECTIVE
BARRIER BETWEEN THRUST
BLOCK AND PVC PIPE OR FITTINGS
PUMP STATION DETAIL J WELL/SUCTION LINE WYETHRUST BLOCKS
'HOOVER' MODEL NO. HCF-5CSJ_ -WE-16 NOT TO SCALE NOT TO SCALE
N07 TO SCALE
DATE REVISIONS _
1 A / lWxsp,NtlN,tlaRemnL Ro6Mtcoew,. NLA num STA78 l7P PLL7It/B,1 SHEET
Cotleur Hearing ASPARTAf&W OF 71p,1NBPWrA770N ND.
'wler, F rmlane &'a° ' ROAD N0. COUNTY FINANCIAL PlpJEC7 ID IRRIGATION DETAILS
IOU C F6uWa 93158
5674478338 Fa 681-747-7377
Ucs= Hu. LC-ag8236 SR 5 INDIAN RIVER 228583 -3 -52-01 LD-15
B/IS/2W 9:!/97 AY �Y,rvV02Vs mM OlilbrelKl[-/OnIVYB53 -J-aiS-MOM-rNWHlry`O,IIIIIU.Opn
i
! � R/W LINE '
I 4L1
- -
_ BEGIN PROJECT
UTILITIES BEGIN LANDSCAPE
- x - :.-- STA . 735 +22 .00 GUARDRAIL [3sloEwaLK
- - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . .
— — — - -
— — ¢ — . - -
� GUARDRAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CONST .
- - • - - - - +. . . . . . . . . . . : �.. . . . . . . . . . . . . . . . . . . . . . . . . . . � - - - - . . . - - � . - f - �
- - CONC.
YAINTO STRIP
. . . - - - . . . . . . . . .
I � STAMP
49
7fi�- - - _. x.58-. . - _ _ _ _� . _ .. _ 1' 40
TYPE F CURB
199
STATE ROADS
SURVEY� —
i
_ . -.
TYPE F CURB
�.. .4
L - • ' . , �"'� SIDEWALK . ......_ _ _._._ . {�
i
r I GARDENS
l
RIW LINE r ` - —
NO IRRIGATION WORK THIS
i SHEET - SHOWN FOR REFERENCE ONLY D to 40
Feel
REVISIONS Wdo Amhbct Of Rswd: Rsewl J. Cobour. RLAL' NI
Cotleur Hearing ZWPA&Nr OF A" F T�, ,, SHEET
19340mrwfxumLane Sub IRRIGATION PLAN NO.
Jup9er, Florida 33459 ROAD NO. COUNTY I FINANCIAL PROJECT ID
551.747 336 Fm551-747-1377 SR 5 INDIAN RIVER 228583-3-52 -0I SR 5 LD-16
License No. LC-0000239
ensimo� s:v2J .0 �V<rv<rePVi ruM O4r.pro/ce-IOu1.2M591-1•Ir5-IrElgrr,YWMgyYnlre2lw
RiIY LINE \ qp ,
_ . . _ _ . _ . . _ . _
GUARDRAIL SIDEWALK .. i
- . : . . . . -t. . . . . . . . . . . - . . - - - - _ . . . . . . . . . . . . . . . . . - - . -
. . . - . . . . . . . _ . . . . . . . .
- - . . UTILITIES
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . TYPE F CURB . . . . . . - .Z _ _ . . . .
. - .
_ . . 2-I/2' MAIN -I/ MAIN/4 - - . _
CONST . 2... .
51 . .
l• +5 44 - -
74iJ _ . . . . . I v+' . . . . . . . . . . . . . . �. . . - . . . . . - • f--.-.-r. r.-. .. -
. _. . . . ,.
� 9t 7�� - - . . . . . . . . _ 713 - - - - . . .� . . . . . . . . . 744
aS 4-
Iwo
- - - - - — - - - —MIR p r erre' SL I.
I-I/+
2-1/2' MAIN/+' SL 30' STAMPED CONC.
/99 1' I-I/+" 3i " 3i " 2" MAINT. STRIP
200 2" I.
200
201 209 STATE ROAD 5 203
SURVEY
' --- . ' ..-... TYPE F CURB SIDEWALK
- r -
1
_ —
ff
a _ ? ,
—.. _
1 1 � ( .
T
j
j
, 1
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I
1 /
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1.
' Mt KEE btlt AidiC As _ ii � I
GARDLNS ;
I
R/W LINE 1
NOTES: 1 1 D to 46
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
REV IS IONS landscape Architect bfRecord: Robert J.Co#@Wr, RIA: $1037 8TAT8 OF /xQR/UA
Cotleur Hears SHEET
ng DBPAMTMBlVT Lw 2y¢.+INSPaRrArEoiv �n.
1934 Corrmarce Lane saner ROAD NO. Mary FINANCIAL PROJECT ID IRRIGATION PLAN
Jupbr, Florida 33458
551-747-338 Fax561-7447-V177SR 5 INDIAN RIVER 228583 -3 -52-01 SR S Lb-l7
License No. LC-0000239
ru iYauJ a:>r:n w \YenereYVa colo Cltl,p.ofclr- Ool\ZY95eJ-J-�,S-IMbn-rhWMsppbnlrOJ.Ip.
- w is I is
� Vii`
F.E.C. to
RR RM' LINE t _ f . _ • 'T
�
/ d` /%J / .
R/W LINE t f / STQlpr
MIDAS
If
i
- DIRECTIONAL DRILL i / l" / r' �• - _ -. ..
_.747+4Lf2rfJ5' -LU . TO-STA. t i�f !j
a ! / 1 [ r e � .. ..
SIDEWALK - , -�, , < 0 SIDEWALK
r / /
IUTILITIES TYPE F CURB . , - . . - -
300 STAMPED CONC. - - - - - - '.c -
. . . . . . . . MAlN7. _ STRIP . . \ .. .. . .
2-11Z' MAIN
.a¢x v / 4 r . 1,.
. . . . . . �. . . . . •, . . . . . _ . . .. 2-112• MAIN/4• SL 2 //2• YAIN/1 SL . . . . . ' .
• • _ ter2-I/2 MAIN/4 SL
_ – _ –
a
/ . . ..
MAIN146 SL
—I/
---•��� I — — • c
y. - - - - - - - - - I- - - - = - - - - - - - - - -
L
/��� ` CONS T .
j . . . . . . . . : 'uT/I-f/r SL 75Q 1. 751
�L-- Lof I s -
1-114• ur/J• sl III _ --
/• LAT/20 SL o III 2�__._. ��' TYPE D CURB~ , 90q 2• SLEEVE
. 300 STAMPED CONC.
MAINT. STRIP STATE ROAD 5
too SURVEY,
it30 - MAIN/RRl(fATN)N PUMP STATION 1 �` (ITILITIES TYPE F CURB
DIRECTIONAL DRILL I PROPOSED WELL
6• EVE FROM STA. -' • LAT/1-//2• SL _ _ - -- --
II -. ELECTRIC ` fRwEPOlN7 f . . . "".-j._< a . . . . . . _ -
747•IJ6.6Jr f64 J' RTL TO STA -"I= I• .: z � " '
7OMJ7.1/r /LB: .1 r1 . .
j EXIST OAlyI-_ .. `1�
- -TREE 7b - EMAIN — -- ,
, r
: : .. . . .. . ... _ . _ _ ✓` ,. I .. _ R/W LINE .... .
.. {, I• Yy
If >.
- .
srOEwaLKLFr99
LI
SIDEWALK "\,, ' .� -� J., ke�'
Vp
" ' , . �� -- _ - -i rig• O� � I I a .) `�
/ 7
\ . . ._ , �. J• IN/6, SL . . . .. - . .
r
\ \ I ttT2 SLJ L
. I 2-I/2• YAIN14a SL
I' LAT/2• - SL r ,F "
lk Lr NOTES : 0 b 40
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
REVISIONS LeMvapeNtliileq Of Rewd Rabat J. Callow, RL4 #1067 ,f7A MANA� SHEET
WHIP
A Cotleur Hearing LWPARTAfEW OF TIUAKALRIA7WN NO
Apit cwnrnerce Lena sale 1 ROAD NO. COUNTY PMANCIAL PROJECT IRRIGATION PLAN
Jupiter, FhAda 33459
591-747-8336 Fez 591-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR rf LD-I8
license No. LC-0000239
ernrzws 9:1:la AM Wm.rozvs mm alae.rl«r:-Iaoi,zssse�- -e,s-xe�ea-rwwiecyw«,r.w.aw�
F.E.C. RR RIW LINE
�i
SFQr
1
111x8.)
Z. OMITS OF TCE' - `�� k
J/
• � '--� , .- �.,, � R/1Y LINE / � ` SIDEWALK
CE CONST . TYPE F CURB
— — -
- — .
: . . . —
jr ,, . .. _
6 _ - _ � - - - __. � -1/2 YA/N/4 SL - 2-11Z'rYA/N/4' SL �. .
P
45 2-1/2 Y !NN• SL —� 2-1/2 YA/N/4 SL 2-1/Z' YAINN SL 4g • - - - - - - - - -
UTILI7 5 _ _ _ - - - _ - - - - - - - . . . . . . . . — . . . . . . . . . . . . . r �T . . . . - - . . . . . .
. . . . . . . . .
. . . . . . q . . . . . . . Ly,
2-112 MAN
2• � G .. . _ :. ..r...o " Jyc: ..a':� • /• LAT/2- SL
. . . . . . . . . .
212 '�' • 1 ur/z sc 213 1-1/4 214Jj
` 2t! 0-v4 LAT/PSL 1.1/4• 1-la LATIP• sL 215 r
3' SLEEVE TYPE D CURB 30- STAMPED CONC. 1-1/4• LAT/2. 51 TYPE D CURB
PAINT. STRIP SURVEY
_ _-
. '
UTILITY A . . _ _.
.-.,.._al _..�. _.... .w .-_._ _- _... _ .
. _ . . . . . . . . . . . . . . . . . . . . _. _.
. , . . . ' _ TYPE F CURB [ t
t \
,
I
l
sID£wacK _. SIDEWALK
I
It
Iv v I 11
NOTES:
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6 " -12 " D®
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE Feet
REVISIONS Landacapa NdAed Of Rad: ROW J. Co0ow, RU: %1067 STA2B OF FLORIDA S4EET —
1 a DESCRIPTM roiCotleur Hearing DEPARTAIBNT OF 7RAM4ROIRTATIONNO.
ISM Come INRs 3uRe 1 ROAD NO COUNTY FWANCIAL PROJECT 10 IRRIGATION PLAN
JwW. FWide 33458
581-747-8336 F" 561-747-13,n SR 5 INDIAN RIVER 228583-3-52-01 SR 9 LD`19
Umme No. LC-0000238
e/lv/ 9:N:l5 w %V.rvai vs win OIYVr"/e:ll-rroi2Y95BJ-1-.r5-Irolm-rnWMgppbnlrOSgw
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
F.E .C. RR RiW LINE
/.
O
g0r
UTILITIES
_ TYPE f CURB - SIDEWALK � R�' LINE
ME
Tr
. . .
2-I/2• YA/N/1 . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SL
__. —_ _ . . . . . . . . . . . . . .. . .. -
i: . . .
s CONST . s a Q SURVEY
P-1/P• YA/N/t' Si 48 /- �-I/P' YA/N
- - - 757 __ _ - - - - 759 760 761 ac'
- - - - - - - - - - 75g ' z;L
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - -111111114 Ng
E .
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• 30• STAMPED CONC. I Is LAT/P• SL r % 6 `< � 2. STATE ROAD 5 220 � P• r 22;
V
MAINT. STRIP TYPE F CURB
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\ ' IN
SIDEWALK , . ' / RiW
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]IN LIMITS OF TC£ � r \ EE, \ :. , •� •
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UTILITIES ' •. •9/i�. '"`.;...;
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NOTES:
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE - • �
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6 •-120 010
FROM CURB TO MAINTENANCE STRIP WHERE POSSIBLE
Feet
R E V I S / ONS Wufuaps kWAcl Of Record; Robed J. Cotlew, RIA: #1087
I OUCRIPTKIN BTATB QP R INMA SHEET
® Cotleur Hearing L�PAYTX6NT c4R �vAAI FINANCIAL
IRRIGATION PLAN
1934 Commerce Lorre Sudo 1 N0.
Jupiter, Florida 33454 �'� '�' L7JUNtt FNIANCIAL PROJECT /0
561-7478336 Faz561-747-1377 SR 5 INDIAN RIVER 228583-3-52-01 SR 5 x_20
License No. LC-0000238
V5/2W7 9:L:Ja w �verrer02Ve roM Ilrf.pro/crf-/OolP28591-J-�rS-irolm-rxvoysy yup/r(15,rbn
- - • - - • - • - - - • - . . _ . . _ . . _ . . - • - - - • . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - • - - - - - - -
- F.E.C. RR R/W LINf
i
t - ,
TYPE F CURB SIDEWALK UTILITIES A{ j
' N1 GA 1 ,
LIMITS OF TCE SIDEWALK F URNI'1 111
R/W LINE _ _ __� �• LF
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76.3 r 764 76 ' 766 ':r 767
768
Z G' I• 223 mx , 224 2• I. 225 I• 2�b STAMPED CONC. z7T
2-1/2- MAIN j, • 3'i • MAINT. STRIP
TYPE F CURB - - ' � TYPE F CURBSTATE ROAD 5 - • .
- . - ..
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NOTES: D to 40
IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE
OF MEDIAN FOR CLARITY, ACTUAL LOCATION SHALL BE 6 "-12" Feet
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE
REVISIONS laMvape Aldibct fRaoDrd,. WobWJ. Co6@wRLk #10ff7 STATE OF P14WQA
DATE Cotleur Hearing LMW,0T,yNT or 2X4A A0RrA77W s> T
® ,934 r, FlwWc 3Law3458 s�9a , IRRIGATION PLAN
Jupk1934 G, Florida 33458 ROAD NO. COUNTY FINANCIAL PROJECT ID
581-747-6336 Fm661-747-1377SR 5 INDIAN RIVER 226563-3-52-0I SR 5
LD-21
I.irsnse No. LC-0000239
- - - - - - - - - - - - - - - - - - - - - - - -
F.E.C. A . Ri1V LINE
r
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END PROJE
Lo I
END LANDSCAPING
All
STA . 768+30.69
/71
RM' LINE "
- —
768 769 7707 C CONST. � 771 772 773
2281411122930 r _ j
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UTILITIES SURVEY I STATE ROAD 5
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NO IRRIGATION WORK THIS
SHEET - SHOWN FOR REFERENCE ONLY
0 AO 40
Feel
REVISIONS Ludnap Architect 01 Record: Robed J. e
1934 r Hearing MP,&,rmmvr � ,A� SHEET
®
Jupiter.
4commida 33458Law sUdet �� W. COUNTY FINANCIAL PIA7JECT IO IRRIGATION PLAN xo.
Jupiter, Florida 33458
581-747.8338 Fw581.747-13T7 SR 5 INDIAN RIVER 228583 -3-52-DI SR 5
License No. LC-0000238 LD-22
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: � . - � CDNS NDIAN RIVER;
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2-1/2' YA/N/4' S1 .. . . . . . . . . . . . . . \— R/W LINE
2-112 MAIN
tn • .� � 2-//2' MAIN/4' SL
5
IW 4e R/VERgLVO — - -T- ;
'�> 24' STAMPED CONC.
LAT/2 SL 2' MAINT. STRIP �.
J4 ._ _. -•-x-,- -s"""ue- .„yUTILITIES
.TYPE F CURB
.. ..... . . sIt + • �.
TYPE D CURB } " ' 4I
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. . . - + - •
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NOTES:
, . - � � ' • � IRRIGATION MAINLINE AND VALVES MAY BE SHOWN OUTSIDE D®
, • OF MEDIAN FOR CLARITY, ACTUAL LOCATIONS SHALL BE 6 "-12' Feel
FROM CURB OR MAINTENANCE STRIP WHERE POSSIBLE
• REVISIONS laaOvaaB Of Reowe: Robed J. Colla, RLA. #1067 STAIN OFJ10AMA SHEET
DATE BrII UI I BY I XSCRIPTIONCotleur Hearing L16PARTAII OF 7XAlJ9WTATTO!✓® NO.1934 Colnmerca
laae sum 1 IRRIGATION PLAN
Jupiter, Fwpa 33459 ROAD NO. COUNtt FINANCIAL PROJECT ID
561-747.6339 Fa: 691-747-1377 SR 5 INDIAN RIVER 1 228583 -3 -52-01 INDIAN RIVER BLVD LD-23
Lkem No. LC-COD0239
B/IS/2MJ 9:1V1 AY \baO./OYV� /pin OIt1•p/olrl{-fronP2B59J-J-OS-IMIen-/NWNnnwnnlrlNAVI
RL
RESOLUTION 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 - 011 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 3outh Relief
Canal to 8th Street ( FDOT Project FM # 228583 - 3 - 52 - 01 . ) A ivlemorandum of
Agreement ( MOA ) between FDOT and the County has been prepared by FDOT ,
and approved by County staff, providing for County mainte ance of all
proposed landscaping , irrigation , and aesthetic improvemen s ; and ,
WHEREAS , FDOT requires that the Board of County C mmissioners
( 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 All and authorizes the Chairman to execute such
MOA .
The foregoing Resolution was offered by Commissioner dams
and seconded by Commissioner Lowther and , upon being put to a vote ,
the vote was as follows :
Commissioner Kenneth R . Macht Aye
Commissioner Chairman Caroline D . Ginn Ave
Commissioner Fran B . Adams Aye
Commissioner Arthur R . Neuberger Aye
Commissioner Thomas S . Lowther AVP
r - \ or7TZTrr ranouc \ vTaFrrn \ ranov\ nr_Tninn TTRM9Z \ RC1 - QA raATBT . - a QT MOB - BrM T)Or
Resolution 2004 - 005
The Chairman thereupon declared this Resolution duly passed and
adopted this 6th day of - ,lanuary 2004 .
Attest : J . K . Barton , Clerk BOARD OF COUNTY COMMISSIONERS
By 0 2 BY r tJ
Deputyc Clerk Caroline D . Ginn , Chairman
By .f C `
James E . hand er , County A ritiator
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