Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2009-68 Memorandum of Maintenance Agreement with FL Dept. of Transportation (FDOT) for Northlake Blvd.
RESOLUTION 2009-68 • A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA APPROVING A MAINTENANCE MEMORANDUM OF AGREEMENT WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION RELATING TO THE INSTALLATION OF LANDSCAPE IMPROVEMENTS WITHIN THE RIGHT-OF-WAY FOR STATE ROAD 850 (NORTHLAKE BOULEVARD) AND AUTHORIZING THE MAYOR AND VILLAGE CLERK TO EXECUTE SAME; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Florida Department of Transportation seeks to install certain landscape improvements within the right-of--way for State Road 850 (Northlake Boulevard) and the Village has agreed to maintain such improvements pursuant to the terms of a Maintenance Memorandum of Agreement; and WHEREAS, the Village Council determines that the execution of the Maintenance Memorandum of Agreement is in the interest of the residents and citizens of the Village of North Palm Beach. NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA as follows: Section 1. The foregoing recitals are ratified as true and are incorporated herein. Section 2. The Village Council hereby approves the District Four Maintenance Memorandum of Agreement with the Florida Department of Transportation, a copy of which is attached hereto as Exhibit "A" and incorporated herein by reference, and authorizes and directs the Mayor and Village Clerk to execute the Agreement on behalf of the Village. Section 3. This Resolution shall become effective immediately upon PASSED AND ADOPTED THIS 12th DAY OF (Village Seal) ATTEST: VILLAGE CLERK U SECTION No.: FM No. (s): COUNTY: S.R. No.: 93030 415314-1-52-01 Palm Beach 850 DISTRICT FOUR MAINTENANCE MEMORANDUM OF AGREEMENT THIS AGREEMENT, made and entered into this l ~~ day of ~ 20~ by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a component agency of the State of Florida, hereinafter called the DEPARTMENT and the Village of North Palm Beach, a or municipal corporation, existing under the Laws of Florida, hereinafter called the AGENCY. WITNESSETH: WHEREAS, the DEPARTMENT has jurisdiction over State -Road 850 (Northlake Boulevard) as part of the State Highway System as described in Exhibit A; and WHEREAS, the DEPARTMENT seeks to install and have maintained by the AGENCY certain landscape improvements within the right of way of State Road 850 (Northlake Boulevard) as described within Exhibit B; 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 the 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 highway facilities within the AGENCY'S limits that contain landscape improvements to medians and areas outside the travelway to the right of way line and areas within the travelway that may contain specialty surfacing (concrete pavers, stamped asphalt or stamped concrete), including any hardscape (if applicable), but excluding standard concrete sidewalk, shall be maintained by periodic pruning, mowing, fertilizing, weeding, litter pick-up, necessary replanting, irrigation repair and/or repair of any median concrete replacements associated with the specialty surfacing (if applicable) as needed; and WHEREAS, it is the intent of the AGENCY and the DEPARTMENT that the AGENCY shall maintain all right of way within the medians, outside the travelway and improvements made to the travelway that was made at the request of the AGENCY; 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 No.v~®~~'- ~~ dated ~~1~; 20, attached hereto and by this reference made a part hereof, desires to ente into this Agreement and authorizes its officers to do so; Page 1 of 12 a ;_1.•I ~:r~1`.~.~~r,.l ~:•~.~~=u.~~f:~:1. ~'z?Ic1~:~r.. ? ".I.,rxa~~;.~~~1.-'~~~%~~i~~;1~ ~,~ Viz;{} ~=~i~;.>1-'~ ',i.~~~~;:~ NOW THEREFORE, for and in consideration of the mutual benefits to flow each to the other, the parties covenant and agree as follows: The recitals set forth above are true and correct and are deemed incorporated herein. 2. INSTALLATION OF FACILITIES The DEPARTMENT hereby agrees to install or cause to be installed landscape improvements described as: plant materials, irrigation and/or hardscape on the highway facilities substantially as specified in the initial plans and specifications hereinafter referred to as the Project (s) and incorporated herein as Exhibit B. If there are any major changes to the plans, the DEPARTMENT shall provide the modified plans to the AGENCY and the AGENCY shall provide their approval or disapproval to the DEPARTMENT within 10 business days. The_DEPARTMENT may elect to withdraw the landscape improvements if changes are not approved within the given time frame. Hardscape shall mean, but not be limited to, any landscape accent lighting, any non-standard roadway, sidewalk, median or crosswalk surfacing, such as, but not be limited to concrete pavers, stamped asphalt or color stained and/or stamped concrete, fountain, tree grates, and/or decorative free standing wall. 3. MAINTENANCE OF FACILITIES A. The AGENCY agrees to maintain the landscape improvements, as existing and those to be installed, within the physical limits described in Exhibit A and as defined as: plant materials, irrigation, and / or hardscape within the medians and areas outside the travelway to the right of way line and areas within the travelway containing specialty surfacing as existing and as described in Exhibit B. The non-standard improvements outside the travelway shall be maintained by the AGENCY regardless if the said improvement was made by the DEPARTMENT, the AGENCY, or others by periodic pruning, mowing, fertilizing, weeding, curb and sidewalk edging, litter pickup, necessary replanting, and / or repair following the DEPARTMENT'S landscape safety and maintenance guidelines and Exhibit C, the Maintenance Plan. The AGENCY'S responsibility for maintenance shall include all landscaped /turfed and hardscape areas within the median and areas outside the travelway to the right-of-way and areas within the travelway containing specialty surfacing. It shall be the responsibility of the AGENCY to restore an unacceptable ride condition of the roadway caused by the differential characteristics of non-standard surfacing and the associated header curb and concrete areas on DEPARTMENT right-of-way within the limits of this Agreement. B. Such maintenance to be provided by the AGENCY is specifically set out as follows: to maintain, which means to properly water and fertilize all plants; to keep them as free as practicable from disease and harmful insects; to properly mulch the planting beds; to keep the premises free of weeds; to mow the grass to the proper height; to properly prune all plants which at a minimum includes: (1) removing dead or diseased parts of plants, (2) pruning such parts thereof to provide clear visibility to signage or for those using the roadway and or sidewalk; (3) preventing any other potential roadway hazards. Plants shall be those items which would be scientifically classified as plants and include but are not limited to trees, shrubs, groundcover and sod. To maintain also means to remove or replace dead or diseased plants in their entirety, or to remove or replace those that fall Page 2 of 12 +.;.:4l:it~i1.~_.~~tl~~~:~'~i{,L -.IL~41:~ ~ c?1~~~:'. ~~':°~ t~3'~~~:i> ~ iii..-'~i'~.'at'zi~.•~1 ~?. ~."~(? f'~`.i 1-'~-'~.~~t3w7 below original project standards. Palms shall be kept fruit free year round. To maintain also means to keep the header curbs that contain the specialty surfacing treatment in optimum condition. To maintain also means to keep the hardscape areas free from weeds and to repair said hardscape as is necessary to prevent 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. All plants removed for whatever reason shall be replaced by plants of the same species type, size, and grade as specified in the original plans and specifications. Any changes to the original plans shall be submitted by permit application to the DEPARTMENT for review and approval. C. If it becomes necessary to provide utilities (water/electricity) to the medians or areas outside the travelway for these improvements, all costs associated with the utilities associated with landscape accent lighting and/or irrigation including, but not limited to the impact and connection fees, and the on-going cost of utility usage for water and electrical, are the maintaining AGENCY'S responsibility. (1) The AGENCY shall be directly responsible for impact and connection fees AND (2) The AGENCY shall become responsible for the above named ongoing utility costs upon final acceptance of the construction Project by the DEPARTMENT and thereafter. The construction Project is accepted prior to the start of the Plant Establishment and Contractor's Warranty Period. - AND (3) The AGENCY shall be responsible for all the improvements immediately after final acceptance of the construction Project by the DEPARTMENT except for plants. The AGENCY shall be responsible for the maintenance of all improvements after the completion of the Plant Establishment and Contractor's Warranty Period. D. 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. 4. NOTICE OF MAINTENANCE DEFICIENCLES A. If at any time after the AGENCY has undertaken the landscape improvement's maintenance responsibilities mentioned above, it shall come to the attention of the DEPARTMENT'S District Secretary that the limits, or a part thereof, are not properly maintained pursuant to the terms of this Agreement, said District Secretary may at his/her option, issue a written notice that a deficiency or deficiencies exist(s), by sending a certified letter to the AGENCY, placing said AGENCY on notice thereof. Thereafter the AGENCY shall have a period of thirty (30) 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: Page 3 of 12 b.':'~I ~+rFt`:~...,~cfc3~~;-~z~ 1°~~:):~ f`t3t`c~s:'r~'.~;~~)~1 l~rs~F:S':~6 :1~.-'~i~~.'~ezt~;il ~f~ ~?~ C~ { ~5.~ (~~-3~.c~c3w°; (1) Maintain the landscape improvements or any part thereof, with DEPARTMENT or Contractor's personnel and invoice the AGENCY for expenses incurred, or (2) Terminate the Agreement in accordance with Paragraph 9 of this Agreement and remove, by the DEPARTMENT or Contractor's personnel, all of the landscape improvements installed under this Agreement or any preceding Agreements, except as to trees and palms, and charge the AGENCY the reasonable cost of such removal. B. The AGENCY agrees to reimburse the DEPARTMENT all monies expended by the DEPARTMENT for the Project listed in Exhibit B in the amounts listed in those plans should the landscape improvement fail to be maintained in accordance with the terms and conditions of this Agreement. 5. FUTURE DEPARTMENT IMPROVEMENTS It is understood between the parties hereto that the landscape improvements 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 landscape improvements at AGENCY'S expense after which time the DEPARTMENT may remove same. All permits (including tree permits), fees, and any mitigation associated with the removal, relocation or adjustments of these improvements are the maintaining AGENCY'S responsibility. 6. FUTURE AGENCY IMPROVEMENTS The AGENCY may construct additional landscape improvements 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 improvements 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) The AGENCY shall procure a permit from the DEPARTMENT. (c) Ail landscape improvements shaft be developed and implemented in accordance with appropriate state safety and roadway design standards. (d) The AGENCY agrees to comply with the requirements of this Agreement with regard . to any additional landscape improvements installed at no cost to the DEPARTMENT. 7. ADJACENT PROPERTY OWNER IMPROVEMENTS The DEPARTMENT may allow an adjacent property owner to construct additional landscape improvements within the limits of the rights of way identified in Exhibit A of this Agreement that the AGENCY shall be responsible for maintaining under this Agreement subject to the following conditions: (a) Plans for any new landscape improvements shall be subject to approval by the Page 4 of 12 ti ,,:~..~.r,t:~.,~fr~<7>~;;~c. ~-~~).~ I ~~4<i~r, ~~€:7:~ I~rttiti t X23. '~~~13 ~c.}~ ~; ~f~ ~=v ~:~.~ E-~ ; ii::. --': ). DEPARTMENT and shall require a valid permit attached with a letter of consent to said plans by the AGENCY. The plans shall not be changed or deviated from without written approval by the DEPARTMENT and the AGENCY. (b) All landscape improvements shall be developed and implemented in accordance with appropriate state safety and roadway design standards. (c} The AGENCY agrees to comply with the requirements of this Agreement with regard to any additional landscape improvements installed by an adjacent owner. 8. PROJECT COST The DEPARTMENT agrees to enter into a contract for the installation of the Project for an amount not to exceed $542,778.23 as defined in Exhibit D. This amount may be reduced or eliminated at the sole discretion of the DEPARTMENT or due to budgetary constraints of the DEPARTMENT. The DEPARTMENT'S participation in the Project cost, as described in Exhibit D is limited to only those items which are directly related to this Project. The AGENCY shall be invited to assist the DEPARTMENT in final inspection upon completion of the Plant Establishment. and Contractor's Warranty Period. 9. AGREEMENT TERMINATION 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 this Agreement, 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. 10. AGREEMENT TERM A. The term of this Agreement commences upon execution by all parties. The term of this Agreement shall last as long as the landscape improvements exist. B. if the DEPARTMENT cancels the Project described in Exhibit B, this Agreement becomes void and the original Agreement is reinstated if any. 11. LIABILITY AND INSURANCE REQUIREMENTS A. With respect to any of the AGENCY'S agents, consultants, sub-consultants, contractors, and/or sub-contractors, such party in any contract for this project shall agree to indemnify, defend, save and hold harmless the DEPARTMENT from all claims, demands, liabilities, and suits of any nature arising out of, because of or due to any intentional and/or negligent act or occurrence, omission or commission of such agents, consultants, subconsultants, contractors and/or subcontractors. The AGENCY shall Page 5 of 12 ~?.--_;b#~£. ~Ft ~'.R .Zf3~, x ~... ..~: B S.Vl.)Li~~.-x'J .~~i_t?~`. S 3f_t1i4~~~ ~s t13..`".'C&_ i.b~.~<~£.~l ~l.~i. SA~E3 ~~~i ~ `1.") ~ ~° 3. ~. i~~)i.. h_ provide to the DEPARTMENT written evidence of the foregoing upon the request of the DEPARTMENT. It is specifically understood and agreed that this indemnification clause does not cover or indemnify the DEPARTMENT for its own negligence. B. In the event that AGENCY contracts with a third party to provide the services set forth herein, any contract with such third party shall include the following provisions: (a) AGENCY'S contractor shall at all times during the term of this Agreement keep and maintain in full force and effect, at contractor's sole cost and expense, Comprehensive General Liability with minimum limits of $1,000,000.00 per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability and Worker's Compensation insurance with minimum limits of $500,000.00 per Liability. Coverage must be afforded on a form no more restrictive that the latest edition of the Comprehensive General Liability and Worker's Compensation policy without restrictive endorsements, as filed by the Insurance Services Office and shall name the DEPARTMENT as an additional insured. (b) AGENCY'S contractor shall furnish AGENCY with Certificates of Insurance of Endorsements evidencing the insurance coverages specified herein prior to the beginning performance of work under this Agreement. (c) Coverage is not to cease and is to remain in full force and effect (subject to cancellation notice) until all performance required of AGENCY'S contractor is completed. All policies must be endorsed to provide the DEPARTMENT with at least thirty (30) days notice of cancellation and or/or restriction. If any of the insurance coverages will expire prior to the completion of work, copies of renewal policies shall be furnished at least (30) days prior to the date of expiration. 12. 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. 13. 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 one (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 ail 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 one year. 14. 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 value thereof; and his decision upon all claims, questions and disputes shall be final and conclusive upon the parties hereto. Page 6 of 12 ~:.`'~_ ~.r;~.,~..,~~~~~~..,a~ ;~~.?.1 ~ t,t~~s~e~ '~4.~.•~ ~ fi~t~..~'~l'.-'at'd?e~ti;~~ ~r2 <s~t3 i=.. ~ ; i=~- ~.tiz~~:; 15. This Agreement may not be assigned or transferred by the AGENCY in whole or part without the consent of the DEPARTMENT. 16. 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. The Agency agrees to waive forum and venue and that the Department shall determine the forum and venue in which any dispute under this agreement is decided. 17. NOTICES Any and alf notices given or required under this Agreement shall be in writing and either personally delivered with receipt acknowledgement or-sent by certified mail, return receipt requested. All notices shall be sent to the following addresses: If to the Department: State of Florida Department of Transportation 3400 West Commercial Blvd. Ft. Lauderdale, FL 33309-3421 Attention: Elisabeth A. Hassett, R.L.A. FDOT District IV Landscape Architect 18. LIST OF EXHIBITS (f to the Agency: Village of North Palm Beach 645 Prosperity Farms Road North Palm Beach, Florida 33408 Attention: Wiley Livingston Title: Director of Public Works Exhibit A: Project Location & Maintenance Boundaries Exhibit B: Project Plans Exhibit C: Maintenance Plan Exhibit D: Approximate Project Cost Page 7 of 12 .. ~:~t`- ~ ~~€:~ ~ ~ ~~S~f:-E i A~~.ti_):'4 sit <~P~~ ~ t;_..w~`~'!;',~..~t;.h ~~~ ~,s; ~`: i ~.> f-t- e ).c~ s~;~. IN WITNESS WH day and year first above the parties hereto have executed this Agreement effective the STATE OF FLORIDA DEPARTMENT OF TRANSP~?~TATION By: ~- Attest: (S Clerk „ , ~~~ ~~ Legal Approva! Date Legal Approval ®~$~~~,~ to Attorney District General Counsel Page 8 of 12 4.'.~Itir~t!1..x~r~~l~~~.,re':a~1s:):1 f'c~I~a:rs~:t~I(?.~ [:7.rifs!:~'i.t.l.-'~I'f3e~i; ~f~ ~3~t~ {=G~~~t~-3~.cftisi.k SECTION No. FM No. (s) COUNTY: S.R. No.: EXHIBIT A 93030 415314-1-52-01 Palm Beach 850 PROJECT LOCATION AND- MAINTENANCE BOUNDARIES t. PROJECT LOCATION: State Road 811 (Alt. A-1-A) from Northlake Blvd (M.P. 1.245) to RCA Blvd. (M.P. 3.567) State Road 850 (Northlake Blvd.) from U.S-1 (M.P. 0.015) to West of SR 811 (Alt. A-1-A) (M.P. 1.310) I1. PROJECT LIMITS OF MAINTENANCE: Village of North Palm Beach: State Road 850 (Northlake Blvd.) from U.S-1 (M.P. 0.015) to West of SR 811 (Alt. A-1-A) (M.P. 1.310) IlI. PROJECT MAINTENANCE MAP: See Attached Page 9 of 12 .S ~~.~ b ~i x,~ ,. '. a. ~.~ H ~--l~i1a'~i 1 .~~~.~ r'1 ~ 3i;. ~` ~{ .,' ''i ~'~ .~. ~.3 .°k3 t ~ a ~..°.~ ~ .>tt".,.'K. TO JUNO BEACH • tdood Rcad ~.......... .:: •~.. ~•:::::::::• .:. •: 't J ... ........... _ i•:3> ~•: ~~~~ 809 >: ~~~~~~. ~~~ ~3`:: ~\ Exit ..ii::C'`' ~,. i,ake ::•::•`.:;:::.::: : ::'.:: •~• .•%•: 809 ~~~~ ~...~ .., . •••.• .• , ~.•; ... • .:.••..., •.~ •` ~• . • . '811 ~..EiL• M NY•ON.i.S;..•. ..1 ... ..: ...... : is l /, ~:.a..;.,: ~~i-A-~~_ ~ ~~~~ ti ~` ~ NOR i_H \ :; ::' :..:•.. •~~.:,~,~.~ ...~ ~'.'.`~ .,....'~_~ ~. S- 44 ~ ~~~~~ ~~ ~~ :PALM f?~AC1-~•:': ~,~. , ~ pap, i2.fl6~7-. `: '••77:..~ ~::•:. :.~. 850 = ~:~:::':`;~ -•:.:::r:::`:~::..:``.:::: ~ v:::::~ •:::. 850 4::: AIA ~~ ... ..... :•:::: 2.. .:•7 ~': •. .:::::. / 811 ::: ::.;; :::::::::::::: •::~ ';: / L..AKF PARK •...•::.:~;. .. p .. .. .. ~_•'• .. _ ~Po . £3,721 1/~ ; --~ SLNG~R •~ISL~~• ~:~-~~~ R 1 v t BRA s~A:.H .•.'::26.:F ....:~ J.. ':'.'. Ao . ~25 :....G ~ 29.884 .,:~;•:;::;: irt:•.r^ t ............. _ .... . .. ............ ....n ~ '• ..:•::::::.~:.a5::::::~ '•3~•• ...,i.~ 5 •:'.:,•.. ;~ I'AL_M Bti AC1A ..SI-1OFiF `; l/,////%ill,~~ ~ ~ ~` , . ,. ,~ ion. ~ . ~~~. `: ~::: ~„ I~ ~ANJ7 I /y/~C'- ~' ~~ Lake Worlh_ 1 nlet ., •. g 710 ...., ::. .. .4 :: .1: 45th i :r •:: .. •.. :~::. . FARK ~ " '• cx;f ~ ~oc~.283~ 811 ,~ :..' '::',.;•;;~•,',_•..:{:;;:;.: Miles BEGIN PROJECT fSR-8501 MA 1.310 SR 850 (NORTHLAKE BLVD.I MAINTAINED BY THE VILLAGE OF NORTH PALM BEACH END PROJECT fSR-850! MI' 0.01.5 TO WEST PALM BEACH SECTION No.: FM No. (s): COUNTY: S.R. No.: EXHIBIT B PROJECT PLANS 93030 415314-1-52-01 Palm Beach 850 The DEPARTMENT agrees to install the Project in accordance with the plans and specifications attached hereto and incorporated herein. Please see attached plans prepared by: Gentile, Holloway, O'Mahoney & Associates, Inc. Date: August 27, 2009 Page 10 of 12 e `~.'~1 ~ ttt!s... ~rtc3s~:<~;=:~`.~~~~_?f~ ~"~~~~:.r~ ~1.f:).~~ ~.)f~ii5' ~ t3l '~~~~~~,~E~;I~ ~~~. Y~~(~ ~.:~ x ~ , ~ 2..1 ~~.~~c~- t ~ STATE OF FLORIDA DEP.~RTMENT OF TRANSPORTATION C'®NTId.4Cl° I~L~IlN~ FINANCIAL PROJECT lD 4/53/4-1-52-0/ INDEX OF LANSDSCAPE PLANS SHEET N0. SHEET DESCRIPTION LD-l KEY SHEET LD-2 SHEET LAYOUT LD-J THRU LD-5 TABULATIONS OF OUANT/T/E5 LD-6 GENERAL NOTES LO-7 THRU CD-20 LANDSCAPE PLANS !SR 850 NORTHL AKE BLVD.1 LD-2l THRU LD-34 IRRIGAT/ON PLANS fSR 850 NORTHL AKE BLVO1 LD-35 /RR IGAT/ON TABLE AND NOTES /SR 8501 LD-36 THRU LD-J7 IRRIGAT/ON DETA/LS f5R 8501 LO-J8 IRRIGAT/ON NOTES (SR 8501 LD-J9 THRU LD-44 IRRIGATION PLANS f5R 81/ ALT. A-I-AI CD-45 IRRIGAT/ON TABLE AND NOTES f5R 8111 CD-46 IRRIGAT/ON DETA/LS f5R B/I1 LD-47 /RR IGAT ION NOTES (SR 8111 PALM BEACH COUNTY f93030J STATE ROAD N0. 8/l (SR A-I-AI STATE ROAD N0. 850 fNORTHLAKE BLVD.1 LANDtSCAPE PLANS KEY SHEET REVISIONS DATE BY DESCRIPTKW LANDSCAPE SHOP DRAWINGS TO BE SUBMITTED T0: JASON LITTER/CK, ASLA GENTILE, HOLLOWAY, O'MAHONEY, & ASSOC. IA77 COMMERCE LANE, SUITE /0/ JUPITER, FLOR/DA 33458 56/-575-9557 RCE N/~RDA1E PLANS PREPARED BY: IA]muA]eA]aclcaopu~y]ml]]LU~]alar.Alu IAt]]Im aiavr:nsaurltmAV.v~llao]i In C f~ Gentile Holloway O'Mahoney t A,t ttltte,. lea. ]dept Atdtlem, PI®4 d Lbrlt®eed CmcDcn 19Plmveum ln.~1%.p(ren. FY]]I]] Mid'/S9]]'! wal~yeodllm® CONTRACT ND.: C-BL97 VENDOR ND.! F6500JJ4IEg01 NOTE! THE SCALE Of THESE PLANS 4AY NAVE CHANGED Of/E TO REPROD'lL'TION. LANDSCAPE PLANS LANDSCAPE ARCHITECT OF RECORD! JASON LITTERK:K, ASLA R.IA. NO.r 000/677 • BEGIN LANDSCAPING SR SJrO (NOrtl)lOlCe BIVd.~ STATION 105+26.00 4/53/4-/-52-0/ SR 8/l MAINTAINING AGENCY: VILLAGE OF NORTH PLAM BEACH Nor1hloke Blvd. U.S. ONE (MP 0.0151 TO WEST OF S.R. 8/l (ALT. A-l-A1 MP f1.3/O1 Q LD-22 LD-23 LD-27 LD-28 o mo .ao ~~ LD-8 LD-9 LD-l3 LD-l4 LD-32 LD-33 LD-34 ® Q Feel ~ LD-l8 LD-l9 LD-20 _ _ O ~ w v p~~g z ~ LD-7 ~ ~ ~~ LD-IO LD-lI LD-l2 END LANDSCAPING ~ LD-l5 LD-l6 LD-l7 END LANDSCAPING STATION 144+20.00 a STATION 174+06.00 LD-2l LD-24 LD-25 LD-26 4/53/4-1-52-01 ~' LD-29 LD-30 LD-3/ 4153/4-1-52-0/ ~ Norfhloke Blvd. Northlake Blvd. SR 8ll (Alternate A-I-AI SR 8/l MAINTAINING AGENCY: CITY OF PALM BEACH GARDENS LD-39 LD-43 LD-44 END IRRIGATION BURNS RD. MP (3.0401 TO RCA BLVD. (MP 3.6201 STATION 134+33.00 4/53/4-1-52-0/ ~® ~- n~ SR 8/I ALT. A-/-A -~...e _ _, ~' ~~~~~r BEGIN IRRIGATION °Q v~ r, ~ -I r' moo, . ` , ~ ~ z Q i ~ ~ l ` ; ~=- STATION 108+43.00 ~ vQ,p / ~' ~ ~ w ~~' c_ ~, r_ 415 314-1-5 2-0/ J /~, ~ ~ ~ ~ ' SR 8/l ALT. A-/-A Q LD-40 LD-4l LD-42 ~w G ~ ~\r" Q e ~ :;, r ,~.~~~ ~Q _ o ~ "~ I l w ~ ~. , ~ o LEGEND: \ ~ ~ ~ ~ LD-XX - LANDSCAPE PLANS ~ ~ ~ ~ ~ ~~, , { ~ } ~ ~ ~ r~ ~ ~ ~~ - \ Q ~ , ,,T.... v ~ ~ ~ LD-XX - IRRIGATION PLANS ~ - ° _ ~ ~`~'' ~ Q ~° °..'~, ~ SR 8ll Alternate A-/-A REVISIONS ya.r Tumim DA BY DESCRIP fON A ~' SCRIP IDN ° "°~° STA78 OF PLORm.1 SHEET '~ Gentlle Holl O'Mahon nsvw~atvr on nvwsfnarwrn~v N0. C~, ............ o~y ~ RDAD No. COUNTY FINANCIAL PRD/ECT m SHEET L,~ 3'®U7° ,~,a"~ tea,,, ~,~, ,,,r,~,~~ SR 8/l PALM BEACH 4/53/4-/-52-0/ ~-2 Tam aizirans azsnrvv v,~curn~.wom-aoz sR euaa oa.ro xww~s,IR-r-sz-0rww.sowmwrec~ LAl NDSC.4I~E Tt]l B UL.4 TI®N ®F Q U.~ NTITIES S M DESCRIPTION S/ZE UNIT SHEET NUMBERS TOTAL GRAND TOTAL REF. SHEET ITEM N0. ' lD-7 LO-8 fD-9 LD-f0 LD-ll SHEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL IIO-4 REMOVAL OF EXIST/NG CONCRETE PAVEMENT SY 22 96 IIB 522-/ CONCRETE SIDEWALK 4" THICK 57 20 8D 40 /02 32 Z74 523-I-1 PATTERNED/TEXTURED PAVENENT (ASPHALT/ SY 3/5 3/5 523-/-2 PATTERNED/TEXTURED PAVENENT !CONCRETE/ SY 20 80 40 /02 32 274 ......... ......... .......... .......... 570-1-2 PERFORMANCE TURF (ST. AUGUSTINE 'FLORITAM'1 SY 45 95 6B 208 ......... ......... .......... .......... 580-I-1 SMALL PLANTS ......... ......... .......... .......... CRI CRINUM LILY 'QUEEN EMMA' lCRINUN AIJGUSTUM/ s15, 48° O.A., 48° O.C.e fULL AND THICK EA 6 6 EMl 0.Yf CROWN OF THORNS (EUPHORBIA MILL II 'ROSY'1 x/e B° X 6°r /2° O.C., FULL AND THICK EA 2/5 60D 525 435 895 ......... 2670 ......... .......... .......... FMl GREEN ISLAND FICUS ff/CUS M/CROCARPAI A3, l2° X l2° , 24° O.C.e FULL AND THICK EA 55 ......... 55 ......... .......... ......... JUN PARSON'S JUNIPER fJUNIPERUS CNINENSIS 'PARSONII'1 a3, !6° SPD., JO° O.C., FULL AND THICK EA /00 /40 195 435 PC(1 PLUNBAGO (PLUMBAGO 'IMPERIAL BLUE'1 x3e l8` X 14° , 24° O.C.e FULL AND THICK EA l30 ......... I30 ......... .......... .......... R/N INDIAN NAWTHORN£ fRHAPH/OLEPIS IND/CA! a3e l2° X l2° , 24° O.C.e FULL AND THICK EA lBD 245 95 ......... 520 ......... .......... ......... ......... ......... .......... .......... LARGE PLANTS IA T PA ATKA N Y !I X ATT ATA) /6' X 5' SPD., SIN. STR. TRUNK FULL TO GROUND EA 4 --------- q --------- ---------- ---------- IS-l6' C.T. SPEC/MAN MATCHED HTS. EA l 4 ......... ......... .......... .......... ......... ......... .......... .......... 5517-70 IRRIGATION SYSTEM LS ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... . ...... ......... ......... .......... .......... ......... .......... .. . .... .......... .......... ......... .. .. . ... . . . ......... ........ .. . .. ....... .. ......... . ....... ......... ......... .......... .......... .......... .......... . .... .......... .......... ......... ..... ......... ......... .......... .......... ......... - ......... --------- .......... ---------- .......... ---------- -------- ......... ......... .......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... REVISIONS DA7 B/ IPTION A OESCR/PTION ym~~ uomm om°rmo ~.A.B ~p~~ SHEET Gentile Ho OeMahon llO~°aY ~ OPP ARTMBNT ON 7RAN SPOiRTA7f0N 7°~4BUL.~TI®N ®F QU~4NTITIE S N0. C~! ~v...lo,,,*.ae>.,~,,,,~,-.-mss ROAD N0. SR 8/l COUNTY PALM BEACH FINANCIAL PROJECT ID 4/53/4-/-52-0/ . ~-3 Rrln B/9/tQJ9 9,Z9YJ PY YPCA9OI~000Mb.D2 SF 9/10:0 OI°/a INYKISJro-I-SZ-WWNSrpVa[plEWdyr LfIl NDSC.4I~E T.4 B UL.4 TI®N ®F Q U.~ NTITIES SYM DESCRIPTION SIZE NIT SNEET NUMBERS TDTAL GRAND TOTAL REF. SNEET ITEM N0. U LD-12 LD-13 LD-l4 LO-l5 LO-16 S EET PLAN FINAL PLAN FINAL P(AN fINAL PLAN FINAL PLAIT fINAL PLAN FINAL PLAN FINAL lb-q REMOVAL Of EXISTING CONCRETE PAVEMENT SY ll4 69 35 2/8 522-/ CONCRETE SIDEWALK 4° THICK SY 43 55 56 42 28 224 523-/-/ PATTERNED/TEXTURED PAVENENT fASPHAlT1 SY 345 J45 523-/-2 PATTERNED/TEXTURED PAVENENT lCONCRETEI SY 43 55 56 42 28 224 ......... ......... .......... ......... 570-I-2 PERFORMANCE TURF fST. AUGUSTIrof 'FLORITAN'1 Sr l30 275 2ll 346 /07 /069 ......... ......... .......... .......... 5B0-I-I SMALL PLANTS ......... ......... .......... .......... CRI CRINUM LILY 'QUEEN EMMA' fCRINUM AUGI/STUM1 aI/5e 4B°O.A.e 48° O.C.v FULL AND THICK fA 6 6 fMl OWF CRANN OF THORNS fEUPHORBIA MILLII 'ROSY') xl, 8° X 6°, l2" O.C.. fULL AND TN/CK fA 590 8/0 535 640 540 ......... 3//5 ......... .......... .......... FMI GREEN ISLAND fICUS fF/CUS M/CRLL^ARPA1 n3, l2° X l2" , 24° O.C.. FULL AND TN/CK EA 91J ......... gO ......... .......... .......... JUN PARSON'S JUNIPER f/UN/PfRUS CHINENSIS 'PARSONII'1 e3, 16°SPD., 30' O.C., FULL AND THICK fA 285 I40 105 190 720 PLU PLUMBAGO (PLUMBAGO 'IMPER/AL BLUE'! a3, l8° X l4° a 24° O.C., fULL AND THK:N EA /BO ......... /80 ......... .......... .......... R/N INDIAN NAW TNORNE fRHAPH/OLEPIS /ND/CA1 a3, l2° X 12° . 24° O.C., FULL AND THICK fA 135 275 I75 200 118 903 ......... ......... .......... .......... 580-I-2 LARGE PANTS IA EAST PALATKA HOLLY (ILEX ATTENUATAI /6' X 5' SPD., S/N. STR. TRUNKr fUCL TO GROUND EA q ......... q ......... .......... .......... PD DATE PALM (PHOEN/X DAC7YLIfERA 'MEDJOOL'1 /5-16' C.T, SPEC/NAN, NATCNED EA 2 3 5 4 I IS ......... ......... .......... .......... 590-70 IRR/GAT/ON SYSTEM LS ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... ......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... REVIS IONS DA DESCR/P /ON AT CR/PTK1N ~pa.r~-~-_.•_umim ®"~°'° "°'®'^ ~.w~~~~ SHEET Gentlle Holl O'Mahon 011'~y ~ ABP we'a'aNr °'' nvwn esFr~vrwnov TiIlBUL,~TI®N ®F QU,~NTITI~S "o• C ~ ~y~ N~• 4 ~a d ¢e.uc.mml av~Nr ~~~~~~~~,~„~,~~ ROAD N0. SR 8/l CWNTY PALM BEACH FINANC/AL PROJECT ID 4/53/4-/-52-0/ ~-4 ~t e a a 0 aW Q O N Oo U C 4 O i e L.~ NDSC.4 JmE TA B UL.4 TI®N ®F Q Uffl NTI TIES SYM DESCRIPTION S/ZE NIT SNEET NUMBERS TOTAL CRAND TOTA REF. SHE T ITEM N0. U to-n LD-IB cD-ro LD-2p SHEET L E PLAN FINAL PLAN FINAL PLAM FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL lro-4 REMOVAL Of EXISTING CONCRETE PAVEMENT S1' 108 275 209 65 760 /096 522-I CONCRETE SIDEWALK 4° THICK $Y q9B 523-I-I PATTERNED/TEXTURED PAVEMENT fASPHALTI $Y gyp 52J-/-2 PATTERNED/TEXTURED PAVEMENT (CONCRETEI SY qg8 ......... ......... .......... .......... 570-I-2 PERFORMANCE TURf lST. AUGUST/NE 'fLORITAM'1 SY 2l2 1489 ......... ......... .......... .......... 580-1-1 SMALL PLANTS ......... ......... ....... ... .......... CRI CR/NUM LILY 'QUEEN EMMA' !CR/NUM AUGUSTUMI x/5, 48°O.A., 4B° O.C., FULL AND THICK EA l2 £M/ OWF CROWN OF THORNS fEUPHORBIA M/LLII 'ROSY') xl, 8° X 6°, l2" O.C., FULL AND THICK EA 4/0 900 900 440 ......... 2650 ......... .......... 8435 .......... FM/ GREEN ISLAND f/CUS fFICUS M/CROCARPAI x3, l2° X l2° , 24° O.C., FULL AND THICK EA ......... ......... .......... /q5 .......... JuN PARSON'S JUNIPER fJUN/PERUS CH/NEroS/S 'PARSON//'! x3, I6°SPD., 30° O.C., fULL AND THICK EA B5 J85 /85 /5 670 /B25 PLU PLUMBAGO lPLUMBAGO 'IMPERIAL BLUE') xJ, l8° X l4° , 24° O.C., FULL AND THICK EA ......... ......... .......... 3/0 .......... RIN INDIAN HAWTHORNf lRHAPH/OLEPlS INDICA) x3, l2° X /2" , 24° O.C., FULL AND THICK EA /60 160 /58J ......... ......... .......... .......... SBO-I-2 LARGE PLANTS IA EAST PA(ATKA HOLLY !ILEX ATTENUATAI /6' X 5' SPD., S/N. STR. TRUNK, fULL TO GRWND EA ......... ......... .......... 8 .......... PD DATE PALM IPNOENIX DACTYL/FERA 'MEDJOOL'1 /S-l6' C.T, SPEC/MAN, MATCHED EA 2 2 .......... 23 .......... ......... ......... .......... .......... 590-70 IRR/CAT/ON SYSTEM L$ ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... .......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... Rf VISIONS DAT BY 5[ IPT/ON A (71 SCRIP K)N ym~~ amour ° yT~-/g ~.•PLORR7A SHEET centile Holl O'Mahoa Ol{'~y ~ °~ "'P''A1B"'r °P "v"" smxr""o"° T.4BUL~TI®N ®F QUtgNTITIE.S "o• © tdayw~gerasm! ¢.w®N osisr o®v.~~m,w~.an«,~m,Aw,.....4..e..m. ROAD N0. SR 8/I COUNTY PALM BEACH FINANCIAL PROJECT /D 415314-I-52-0/ ~-5 4 4 ~' a 0 W O O 4 o~ F W W i i GENERAL NOTES 1. THE LQ'AT/ON OF PLANTS, AS SHOWN ON THESE PLANS ARE APPROX/MATE. THE ETNA! LWAT/ONS NAY BE ADJUSTED TO ACQ7MMODATE UNFORSEEN FIELD COND/TIONSr TO WMPLY WITH SAfEtt SETBACKS. OR AS 6' ttP. 6Y THE ENGINEER AND FOR HIS OR HER APPROVAL PR/OR TO PLANTING. 2. ABOVE AND BELON GRWND UTILITIES SHALL BE VERIFIED AND LLCATED BY 7HE LANDSCAPE CONTRACTOR PRIOR TO COMNENC/NG WORN IN THE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE. THE CONTRACTOR SMALL EXAM/NE THEM AND BRING ANY AND ALL WNFL/CTS TO THE ATTENTION Of THE PROJECT ENGINEER. WHO SMALL CLX1R0/HATE THE NECESSARY ADJUSTMENTS WITH THE UTILITY PROVIDER. WHEN WORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, UTILITY LOCATIONS NAY NEED TO BE STAKED BY A SURVEYOR OR THE UTLItt WMPAN/E5. THE CONTRACTOR HAS THE OPT/ON 70 CONTRACT $UNSH/NE STATE ONE CALL OF FLORIDA. INC. AT I-800-432-4770 TO $CHEWLE LOCATION OF THE UTILITIES WHICH SUBSCRIBE TO THE/R SERVICE. ADJUST TREE LOCATIONS WHEN NECESSARY NOT EXl$T/NC UTILITIES. 3. UTILItt OWNERS: MPANY CONTACT TELEPHONE NUM COMCAST !HENRY A. PA7IN01 !5611 454-5807 FPL FIBERNET (ROBERT MENDOZAI (3051552-3840 FLORIDA POWER AND LIGHT fSHAMAIINIWAEENI (56116/6-FI23 FLORIDA PUBLIC UTILITIES (GAS) !JASON ZELINSKl1 !56/1838-1787 PALM BEACH COUNTY TRAFF/C ON/S/ON TROD FRIEDELJ !5 611 681-43 7 / PEOPLES fGA5/ !GEORGE BOUZAI l56D 453-08/4 AT&T COMMUNICATIONS (ROBERT LOWENJ !56/1439-9/l8 SEACOAST UTILITY AUTHOR/TY (THOMAS E. SKORANI (5611627-2900 4. MAINTAINING AUTHORItt: NAINTA/NING AUTHORITY: CITY OF PALM BEACH GARDENS VILLAGE OF NORTH PAW BEACH ATTENTION: CINDY UNGER ATTENTION: WILEY LNINGSTON IOSW N. MILITARY TRAIL 645 PROSPER/tt FARMS ROAD PAW BEACH GARDENS. FLOR/DA 334!0 NORTH PAW BEACH. FLORIDA 33408 (5617775-8261 !5617 691-3440 5. CONTRACTOR SHALL BE RESPoNSIBLE FOR THE LOCATION OF ALL UT/CITIES PRIOR TO EXCAVATION. REFER TD ROADWAY PLANS (GENERAL NOTESI FOR A LISTING OF ALL KNOWN UTIL/T/E$ IN THE AREA. 6. ALL LANDSCAPE BEDS SHALL RfC/EVE A UNIFORMLY APPLIED MULCH MATERIAL TO A M/NINUN THICKNESS OF 3°OVER THE ENTIRE PLANT BED, (EXCEPT WI THIN 6°OF PLANT TRUNKS). 1. NO PLANT SUBST/TUTIONS WILL Bf MADE WITHWT WRITTEN APPROVAL FROM THE ENGINEER 8. DESIGN SPEED: 40 MPH. lSR 8501 9. DESIGN SPEED: 45 MPH. !SR 8!11 10. CONTRACTOR SHALL BE RESPoN$/BCE FOR INSURING THAT ALL EXISTING LANDSCAPING AND IRRIGATION /5 MAINTAINED /N ('WD HEALTH AND CONDITION WRING CONSTRUCTION. ALL EX/STING TREES SHALL BE PROTECTED PER INDEX 544. ll. EXISTING HOLLY TREES PROPoSED TO BE REMOVED °BY OTHERS°W/LL BE REMOVED FROM THE PROJECT LIMITS 2 MONTHS PRIOR JO THE WMNENCEMENT OF CONSTRUCTION BY THE VILLAGE OF NORTH PAW BEACH. 6-7' EX. MONOLITHIC CONC. TRAFFIC SEPARATOR TO BE REMOVED FINISH GRADE OF SOIL TO BE 4° THICK CONC. TO BE REMOVED 2° BELINY TOP OF CURB ROADWAY - - - - ROADNAY NEW TYPE 'D'CURB IPER ROADWAY PLANSI NEW TYPE 'D'CURB !PER ROAONAY PLANSI _ EXCAVATE EXISTING ROAD BASE f/f ANY) TD A DEPTH OF l8°AND REPLACE W/TH 50/L SUITABLE FOR HEALTHY PLANT GRINITN CONCRETE SEPARATOR DETAIL NT5 PLANT SCHEDULE SYN. Ott. BOTANICAL NAME COMMON NAME INSTALLED SIZE PAY SIZE MAX. MAINTAINED SIZE SPAC/NG REMARKS IA 8 ILEX ATTENUATA EAST PALATKA HOLLY /6' X 6' SPD. LARGE N/A A.S. SINGLE STRAIGHT TRUNK PD 23 PHOENIX DACTYLIFERA MEDJODL' MEDJWL DATE PALM /5-16' C.T. LARGE N/A a.S. MATCHED HTS. CRl l2 CR/NUM AUWSTUN CRINUM 'WEEN EMMA' 4B° O.A., s/5 SHALL N/A 48° O.C. FULL AND THICK fMl 8435 ~~ RBIA M/LLII pYF CROWN OF THORN Al, 8° X 6° SMALL N/A 12° O.C. FULL AND THICK FMI l45 F/CUS N/CROCARPA CREEN/SLAND FIWS s3, l2° X /2° SHALL N/a 24° O.C. FULL AND THICK JUN /825 JUN/PERUS PARSONII PARSON'S JUN/PER »3,18° SPD. SHALL N/A 30° O.C. FULL AND THICK PLU 3/0 PU/M6AG0 IMPERIAL BLUE' PWMBAGO s3, 18°X l4° SHALL N/A 24°O.C. fULL AND THICK R/N 1583 RNAPN/OLEPIS IND/CA INDIAN HAWTHORNE sir /2° X /2° SMALL N/A 24° O.C. FULL AND THICK PAY ITEM NOTES: - IIO-4 - EX/STING CONCRETE REMOVAL: COST OF CONCRETE REMOVAL SHALL INCLUE THE REMOVAL OF EXIST/NG ROAD BASE/SHELIROCK MATERIAL FROM PLANTING AREAS TO A DEPTH OF IB° AND REPLACED WITH SOIL SUITABLE FOR HEALTHY PLANT GRONTN. - 523-I-I PATTERNED/TEXTURED PAVEMENT IASPNALTI; 45 DEGREE HERRINGBONE PATTERN, WLOR TO SIMILAR TO SANDSTONE AND SHALL BE APPROVED BI THE VILLAGE OF NORTH PAW BEACH PRIOR 70 /NSTALLATION. - 523-I-2 PATTERNED/TEXTURED PAVEMENT lCONCRETEI; 45 DEGREE RUNNING BOND PATTERN, WLOR TO BE S/M/LAR TO 523-/-/, AND MUST BE APPROVED 6Y THE VILLAGE OF NORTH PAW BEACH PRIOR TO INSTALLATION. - 570-I-2 PERFORMANCE TURF; S00 SHALL BE ST. AUWST/NE 'fLOR/TAN' - 580-I-1, 580-I-2, INCLUDES ALL LABOR, MATERIALS, fW/PMENT AND INCIDENTALS fOR THE COMPLETE /NSTACLATK)N OF PLANT /N ACCORDANCE WITH SPEC/FOCATIONS AND FW7 INDEX 6544 INCWD/NG, WT NOT LIMITED T0, PLANT, FINISH S(11L LAYER, UNSUITABLE SOIL REMOVAL, SPECIAL BED PREPARATION, 57AKING, MULCH, FERTILIZER, HAND WATER/NGe WARANTEE AND MAINTENANCE WRING ESTABLISHMENT PER/OD. ALSO INCLUDES THE COST FOR TEMPoRARY WATER/NG AND TREE PROTECTION lPfR INDEX 54410E EXISTING TREES WRING CONSTRUCTION. - 590-70 INCLUDES ALL LABOR, MATERIALSefW/PMENT AND INCIDENTALS FOR THE COMPLETE /NSTALLA7/ON Of AUTOMATIC IRRIGATION SYSTEM BY MEANS OF OPEN TRENCHING AS SPEC/PIED IN THESE PLANS AND TNf GOVERN/NG SPECIE/CAT/ONS. INCWDES THE COST OF ALL SYSTEM CONPoNENTS AND INSTALLETION INCLUDING, BUT NOT ClNITED TO VALVES, RA/N SENSORS, IRRIGATION HEADS, NOZZLES, fITT/NGSe PIPES, ELECTRICAL & IRRIGATION SLEEVES, DIRECTIONAL DRILLING, PULL W/RESe ENS MARKERS, CONTROLLERS. CLOCKS, BACKFILLINGe DEBRIS REMOVAL. SYSTEM 7E5T/NGe NOT. 7H15 PAY ITEM ALSD INCLUDES THE COST OF ALL REQUIRED PERMITS TO PERFORM THIS WORK. OA BY D SCRIP ION ~ uA ~ ~aeo mav~ :u,®~in ~~' STA 78 OVT H.QRlD.1 DESCRIPTION SHEET CI! ceotile Holl O'Mahoa nerwxrAien~°r ~P 7R.+1VSP~ORTwnov No. °~y ~ ROAD N0. COUNTY FINANC/AL PROTECT /D LAINDSC.~IDE N®7°ES 1 / ;=~~....~~ a~~~~~n+ae,mrn~,....r...a~ SR 8/I PALM BEACH 4153/4-I-52-0/ ~-6 \ \ 0 1® ~ \ \®~ Feet \\ ~ \\ ~\ / \ / \\ \ ~~ i~ r \ ~ i ~I \ \ \ \ \ \ \ ~ \ R/W LINE - - -_ f=~ ~ ~ \ \ \ \ \ \ \ ~ \ __ _ _ _ _- --. _ -. T:-_ - .: --__. -.- _ .--- - - - - - ~- - - - - - - ~ NEW TYPE 'D'CURB - - - \\ \ \~p~ ~ ~ ', PER ROADWAY PLANS \\ \~ ' I ~, SR 850 fNOrf AI ate BI vd. 1 Rlx Ew SYYB. BDTAN/CAG NOMENCLATURE COMMON NAME /A IIEX ATTENUATA EAG7 PAlAlRA NOLLY O PD PHOENIX DAC7YL/fERA DATE PAW PROPo5E0 PAW CRI CR/NUY AUGIISTUY CR/NUY LILY - EYYA ® PROPOSED SNRUB EYI EUPNDRB/A Y/Lll DWF CRpYN Of THORN ® PPoPOSED GRWNDCYIVER FYr FICUS Y/CROCARPa CREEK ISLAND F2U5 ® PRDPoSED GROUNOCWER JUN JUN/PERUS CN/NENSIS PARSON'S JUNIPER ® PRDPoSED GRWNLXXI/ER RIN RHAPNIOLEPI$ lND2A /ND/AN NAWTNQRNE ® PROPoSED GROIlNDG1NER PW PWBAIA 'INPER/AL BWE' PLUYBAGO ® PROPoSED GRp/NOC'OVER ® PROPoSED PUWT~DIY. ® PRDPoSED PATTERNED/ TEXTURED CONCRETE wm~i~ava~"~in'~in 'gym -~ Gentlle Holloway O'Mahon/ o•./..,a~..~..~n BEGIN LANDSCAPING REMOVE EX. CONCRETE SEPARATOR f22 5Y1STl AND REPLACE WITN PATTERNED/TEXTURED CONCRETE f20 SYf - ~`~ \' ~ ~i ~ _ ~\ ~R/W LINE ~~ ~ O ~'~ Q - ti ~' s J U ti _ ~ STATION NTStffi.J4 N15JI4-I-52-0/1 NORTHLAKE BLVD. MAINTAINING AGENCY: VILLAGE OF N.P$. STATS OF PLQRQLf I~PARTMSN7' OP 7FANSAOYPTAT70N L,~NDSCAPE PL.iN ~R B50 (N®RTHLf1JL'E BL VDJ SHEET ND. SR 8/l I PALM BEACH I 4/53/4-/-52-0/ LD-7 103 104 =_- =-=r~\\\\~~_15=-- _:=--_'-'~ - - ^ \ \~ ', _ / 1 II _ _ w ~ - - - CJ - --If ~ _~ ~ - - \j ~ \ ~'>~ \ \ „~ _\ \ I \ \ LEGEND ~ \ n u PROPoSED TREE o $ ~:~ qa ~~`o~~ ~'~ ~ d ~R [°~~ E~ ~ ~$ m b \ ~~ n ~ ~ i ~ ~yC~o ~ A T 4 ~ ~ y i a ~ ~ i N "' i y 9 O o d ~ ~ b b s u ~ h N b t ~ ~ 0 t o am i ~ ~ V F i i e e a ~' ~ ra E n~~ a i §~ $a~~~@ 8 i o $ ~ ' i Qp ~ y L N T~ C l; O z ! +T T 'H ma" '~"_ N s m E o $ ~ ~ i ~ ~ ggi ~ ~ Y A ~ gF~a~~ E T g ~ ~ o * n 2 2 T S ~ ~ ! 6 ~ni a ~ ;y~F ®~~~ ~I"~+C O v a e v v ~~ $$ $$ ~~ F i~ 8 $ Yn'nfn" `" 000 000000 0 0 ~m ~ ~ ~ ~ ~ ~ ~ ~ n 0 ~~~~~~~m AO A A A A A // ~I'i '`!I a~ ~~~~-.~I~ II ~' ~ I i it ~ it ~ ~ ~ II~ ~'~' I I ~ II ~ A II" li '~ ;~ it I ;~ ~~I ~~ ~~ '~ ~ li I ~ ij ~1 ~ I ~- II c~ m n ~ li Q S n ~I `0 I m i~ it ~ _F.._ -i. ~~,' ~I o i, f~ '.I I II ~~ 4444JJJJ ~ ~ I~~ o ~ ~ il~ 11 ~~ III m ! .I I '_ ``1 ~~ ~ I '!~~ -1~s- m~l 1~ ~'~I ~I ~'~ II ;I °u I'r ~ I~ _~ o II j I ~ ~~ IVY , ~~1 a '' I ,, I ', II ~I ~, , ~ I ~ '' ~?~ ~ .- I - MATCHLINE STA. 106+80 -_ -_- ~~ lil ~ 'r~ ~ ' y i/ ~ i a i a ~ ~ ~ ~I r / ,'~ v :~~ '~~ I II api ~~ I ~o j .__I ~ ~ ~ ~„ lanpp '11 _ - ~ iii, o i ~m ~> ~~ ~ ~ I, 1rx t ~ m rt ~ I m i '~' y1 a ^r I, '~.. ~' ~. _ ~~ ~ -._ ~ ~ Z /I/' li ~~~~~ ~ ~ _ ~ ~~ x \ ,ii ~~%~\ i ~ i i ~ i ~ ~. ~.. ~d lid .~ ~ ' S iii T. ~ ~ ' i ~ i ~ ~~ v' ~ I I 1 i ~ Y' l~ /j~~~ ~~p, I ~ ~ iii ~ 1 s I = ,~~ ~ i 1 I i i i ~ 3_ iia III I I~-~ _~ _ \\\~~ ,, I - - A°= MATCHLINE STA.ll2+40 ROTlCEr THE OFFfC/AL RECDRO OF THb SHEET rs THE EIECTRON6 F/rE S/GHEO AND SEALED UNDER RULE 61GlD-/IA/l. F.A.C. 0 e x z a > o ro <o _ ....... - ..;_ _.._... _, .. _..II .._ __,_.._....._ I ~ W ~~ ~~~I Feel C/TCO GAS $TA I I h ~ I a1 ~~ +~~ ~ ~~~ I - I T ~ ~ ' J ~ '~~ I CHEVRON CA$ $TA \ 1 I~ I. ~:, I r ~ I O O I ~ ~; ~~ III I ~ ~~ ~ I ~ ~ II__ I I I ~ I ~~ ~ ,% I I~-- _-.~~ ~ , ~ II II I _ - ,~ - ~ I ~ ~ -I I VIII I ~ ' ~~ / ~ ~~ ~~ ~~ a-~~ 3Y- .:~~ ~. ~ - ~ ~ _ _ - _._ . ~/ T enCh Oroln ~~ . ~= ~ 'J ,~- RAY LINE ~_ - _'". .t _ _ _ __ R - - _ ~ INE _ -_ ;_ ~ _ O O } /5^~p I PATTERNED/TEXTURED ' PROPOSED PATTERNED/rExrURED ~ ,F CV I eNr ASPHALT 1315 STI I WNCRETE fa ST1 ` I s25 I l8 ~ ~ AR $IGRT _ _ _ . ~ I 3B0' CIE Q ~ _ . - ~~_ \~'~~Zl~~~~R~1L ~~lOl%/ Il~lll~Ol : `. i //6 _ - - - F, . - -` `_ _ -- --tom _.- _ _ ,~._ __~-• _ _ ~ _. _ _ l/1 _ - ,. ._ - 0" RCP ~ - _ -_ 2 ~ ~ - -- -- -" -.-- - 2 _ ~ I ~ 24" RCP ' SIGNAL IZEO ~ ~ .~L_. INTERSECT /ON ~, ~ Z V I SR 850 INOr/ AI oke BI v0. 1 54" RC U ~ IS' RCPL ~' ~ ~ ~ I :~ / ~ - _ / .., i5k l 46 s E__~ -:~ -... i E..6- - \'6' - 6~o`TuLT ~ -ti ~- ~ \ _ -o Ov - •' -•-. o.: t ~r~~Frrj~T* _- I \~_-,. _ -. _ 1 - _ ~~/y R/W LINE ~~m 71l"RCP ~ ~ ~ ra rrra r¢cxrror,~~~~• - ff RAN~CINE ..- _ \ \\ ~~A A A ~ i ~yy . ~~ ~~ rJ/aM/suB GR2t l~ ~• ~;~ ~~ ; b ~I ~ ~ II ~~ FlR$T F/OEL/TY ~,. I a BANN N t v r s r o x s ®/.ma~ ~•- umrm ~wrmo •o~n ,y~•A78 OP FLORIDA SNEET DAT B/ I N A DESCR/PTION GenttleHoll O'Mah ~~ °~' ~PA"T"'R"r°1°"u"~avRT""oN L.AND~C,~PE PL,~AN "o• © CI1 • ROAD NO. C01/N7Y FINANCIAL PROJECT ID '~'"'"`°'"''~~'°®°'°°`° ~Id B50 (N®R7°HL,iI~E BLVDJ ~-y ~.~.>~.,nawn ~,~ ~~~~ SR BlI PALM BEACH 4/53/4-I-52-0! .~~m einrzws azsn av Nr~cum~uo~aaaz sa au av w..ro rnrrwrs.Na-r-sz-ar ww+wv~mwnrn o ro eo Feet ~ I I I I I ~I ~ V -~-j- RM' LINE / ~ ~~ I 7 '~ .. . --- - - r -- -- r- '~--, .. - - -- - - - - - ........- - ~...... - ......... ~ ~ ~ ...........- - ....... / / ...--~- --~- - - - - - . . .. ' ' ................... - --._............ ' ' ........ ~~ o ~ p O $R 850 (NaflAlatLr BNO.1 _ /5" RCP 6 EY/ S' O.C.r (b,5_O•C•r $00 STRIP, lYP. 6 CLEAR ZONE `7 J fYl IA PW Po Ra CYI / NEW TYPE WRB D PER ROAUYAY PLAM$ _ /5" RCP ~ (. ~ N + ~ ~' Cl¢M SIGNT LINE . _ . _ .._ . ~ . -® 2is TYP. P. X X ILh Bb ss w PADPoSED PATTERNED/TEXTURED CONCRf TE (52 SYl ~ ~ _ ... CP - ti N _ _ - _ _ T ~.. ., :. _ _ . - -70=~5~1 ClEA~77TIGRT"fRi ~ ~ - ~ W 2 PROPoSEO PATTERNED/TEXTURED CONCRETE (50 SYI _ ~ - ~ EX. $ABAL $ TO BE RfY0VE0r 7YP. ®~ ' 550' C~~ I _ _ ~ /5" RCPT Rpp ~ $R 850 (NOrMl~te BAd.I ~ ~ ~ _ l5° RCP I ~ Q ~ y. ._ _~.° ~ -. .,.o~.~T _--- '-~ ,+., -- -Q~ -. Stu P 9- o.. ~/ ° 4 'i ~~ ~ ~////////// I I~ p II ~ i ~ \~\\\\~ S'YB. BpTANK'A( AgYENCUYURf CDYYDN NAYE LEGEND IA ILEX AYIENUAYA EASY PALAYKA hOllT O' p/CNp$(D TREE PD PIgENIX DAC7YLIfERA DATE PALM "~ ~~ PROiq$ED PAW CRI CRIM/Y ALW$NY CRINUY LIlT - EYYA ® PRpfq$ED $NPo1B EYI EUPlpRBIA YNLII prF CROWN ~' 7AgRY ® PRDfO$ED DRWNDCOVER FYI FA7K YK'ROCARPA WKEN I$LAA'D fA7!$ PROiq$f0 CRWNOLI7YER NN NN/PERU$ CNINENSI$ PARSDN'$ NNIPER ® PRD{q$ED GRd/N0tl0YER RIN RNAPNgIEPI$ INDA'.A /NDIAN RAWTNORNE ® PRpPo$ED DAIXINONVER PW PWBADD 'NYPERIAL BWE' PWYBNq ® PROR75E0 CRd/NDLWER ® PRlY05E0 PLAINT, D7T. ® PROwD$ED PAi7ERNE0/ TEXTURED WNCRETE S / / / / / / / / / R/w LINE ~/~////////~NI-- b ~' DA E SC /P qN A DESCR/PTNDN ~' :n~nr•• u~1°' ~~°° ST.f78 OY° l2LtlPmA SHEET Gentile Holloway O'Ma6oney ~ A~M ~ ~A~ ~ ~ T ~ ~ L.iND~C.iPE PLAN "o' j j `i/ '"`""`°°°'°'~''°°`"°®'~ ,~~~~~~,~~„~,~~~ ~~ SR 8/I ~ PALM BEACH A ECT /D F IN A C 4/53/4-/-52-0/ 5I~ B50 (N®RTHL,iKE BLVD) LD-!0 TULLIPAN BAKERY & CAFE I o ro +D I ' z Feed o ~: \ I~-- ~ I I a II ~I. - - ~ ~ jls I h _ C~ D G 7 ~ ~ I' ~ ~ . .~ n ~ ~ ~ ~// I # ~ (; .~ \- : - _. , . Ri1N LINE ' ~ ~ - - - ~_ _ ~ - ~' JAI ~ _-~ - _~ --- -- -_ - - ~ ~ _ /~ y _ Ji _ ~ .~i - c j - ~,y. - E c- 1~0 V to GILD ~ If~ ~INE ~~ ~ ~ _C4ACIP Flll \~:~ '_ _ _- .. .. n• or. .' .. ... °~. .. .f - mil' _~. 1 __-o~.._ \ oc .. / _.. ~ _ ~ ~ - ~']_ .. - - _ _ _l n r . _ .._.. ....w.... ___... w___.. ... ...w.. ........ .. w..... _..._____ .. ~_. !. w. _..__... __w ........... ............ v..... _ .... v. ... ..___w..._ ____ 10+0 ~ ~ . - - ~ ~- ~ l5" RCP ~ EX. TREE TO BE NEAro/ED. ~ ~ J' SOD STRIP N Srollr UNE SR 850 ! No r t h I o k e BI V d .) PROPoSED PATTERNED/ l5" RC ~ i• M _5~• CAR EYI ~ TEXTURED CYINCRETE fJ2 SYl EY/ Pp N+r /N O~ lV ~ ~ ~ ~ s \ N13 / ss 93 N ~ ,~-~TiEAtSICRit7 -ILR£F /~ ~ ~--~ -~__ i ~. _ : _' ~ ~ ~~\~~~~~~~~~~~~_ - - - - ~~~~~ - - - / --- - - - ~ _-.--- -.._ - T-LINE - - - -- - _ - ? fX. PA(MS TO BE REMOVED fJl ? - ~ EYI ~ AIN - - ~ ~-~ ~ 550• LIEa? SIGHT CINE • / - EX. PALMS TO BE R£YOVED fJl CLEAR J U 1rs ~ - - l£IGM~UNE _ l5" RCP gIONT UNE U ~ c ~ IS'.RCP 6•CCfAR ZONE / ~ LINE _ -F • ^ T - -7T,,,- - ~__ ~ ova. - - ~- ve =' /... v~ - ..-„dam J/n_.\~. z~.. -.-cam:-. .~ _ - ~ -._ -: -..T~ -..~ o~ o. -- o,., - .~. .,,, .._ ..R viva... 5 ~ ~ ~ - ~~i ~~~ ~ _~ ~~ r- _ - __ ~~~ . _- _ - - _ - -_ - _ I ° i. M~ ~~ I~~ ~ ~. SYYB. BDTANA','AL NOYENCUNRE COMMON MAYE IECENO M IIEX ATTENUATA EAST PAUTRA NOLU' O' PNOPp5E0 TREE ~,y ~~ Pp P1gEMIX OACTYL/FERA GATE PALM { . p r!~ 'A' PNpPp5E0 PALM CRI CRINBY AUOU$TUY LR/ANY LILT' - EYYA ® PAOPOSED SHRUB EYI EUPIA7ABU'YIUI OWF CROWN OF 7hORM ® PROPOSED CAOI/NOODVER FY/ F~VS Y~ARPA (ktEEM ISlANO FA7/S PAOPOSEO CRWNOCWER NN NNIPERUS pIINEN515 PARSCW'S NNIPER ® PRONSED BROIINOOWER RIN RNAPNANEPIS AVO~LA INDIAN NAMTNORNf ® PROPOSED OVdWNOCOVER PU/ PLUBAGO 'IYPfR/AL BLUE' PUIYBAGO ® PROPD$ED OROUNOCOVER ® PROPOSED PLANT, OTT. ® PAO^OSfO PATTERNED/ rEXiUREO DONCRETE AT BT rtt vr~ OESCR/P !ON rv N~ AT BT SCRIP /pN ~Rma ~ u®m ~°1Q STA78 ~+~mA SREET ~ f) G~eue Holl~y~y O'Mah -""-J ~ 1 / j~ ~ ROAD ND. "R'a'm °Y~ ~"" CWNTI' ~~'"7O"I FINANCIAL PRO/ECT ID LANDSC'.~PE PLAN "o• y4MW411®5d~e®vlCmdsm SR Bll PALM BEACH 4/53/4-/-52-0/ ~E B50 (N®RTHL,~X,E BL VDJ I.p-lI Rwm einia9s OeJG2R PM NKAWI-OROYP-0.92 SR BIIO.'0 Olalo HWWISJN-I-52 -0/Y arquO~Olm~.VO5A4n NEBRASKA MEATS lT'S ALL NORTHGAKE ABOUT HAIR AUTO SPA 0 !0 40 ~ _ 4, I ,. Feet I I I;p I Vl ~ ~ 1'~ •~~ ~--~ / I~ ~ ~I ~ - ~ m ~ ~ -•" I~ ~\ - v ~' ~ - _ ~ 1 - - UNE / / / \ ~: .~ :. _~E-_ \f ~°, ~ '~o E. .'' .I.;.r^7ar ;F.~ ~E - b`_ ~o`t - ..FS ~~j -„6E ~ _ _ _ ~ ~~_-ai ra scar<i.o ~~.. ' _ _ I _ ~ ~•. ~~ E~ _ iE- N O) N_ __ Q ~ ti In - 2 ` J U w..... .... .. w..._ ... ~w ___ .. w... ....._ w. [ti__..... w... __... w... ____ w.. .. .. ... mow' _ .. .... ... . ... ...w wA°YI/r - .. -- . . . . . . .. . _ ... w O EX. SABAL PALMS TO ` ~ - ~ • ~, N BE ~RENWED. TYP, f91 1 3' 500 STR/P, TYP. 5 Ni LIN • ~ ~ Nf R ~~D~ p RB PROPOSED PATTERNED/TEXTURED CONCRETE r8 SY( l~C + • _ SsO' LIE . ~ 60" RCP rP LANS) M f"IT'TI, - _ ~~-~~T.: L- . - . _ . ~ . l ~ / ~ • ~ -® REMOVE fx. CONCRf rE PAVEUfuY r9D SYl a _„ - ,:: d~ I ,~ -_. I-= K ~I ~ I- ~6'C(EAR ZONE \ : J _ RIM ~ AIM ~IGNT LINE ~ _ i ;rte-. ~;~=_ -- -.-./moo.. -._.__ w_ E RAY CINE ~ ~ ~~~~ t~%~~~~~ i ~ I ~_-_ 1 I I I- - - --I-I- 'C AR SRrHT LINE_l 60" RCP ,~+~ ~--~7~ - - -_ _- -_- -_ _- _ _ _/~ LIL-11-f 390' CLEAR SIGIIi UNE !9" RCP EYI Alb EYI - - - l ~\ \PR7~POSEO PATTERNED/TEXTURED I NR Ag g5 ~- mNCafrE us m S.R. B50 fNORTHLANE BLVD) S,r+D~~ ItlE~ • '~ ~ Q IGiIIJ. RCP ~ ~ _ _ 36 RCP COf/C Eyf~ ~ ~ i ~ ! RCN ~ ~ fi -, _~ ' ," ~ .f --- RAY LINE rl I .. ~~ ` ~~ ~~ ~~: ! o " ~~-r Exsllrt4 Plug ~i I II I : ~ ~ ~ ~ II ~' 1 ~ I ~ ~ ~ ~ o 00 ,.• II I ' ~ ~ I ~~ II I~ I J6"RCP I: ~ I _ I I DOCKSIDE GRILL SUNOCO SYYB. BOTANI('A( AOYEMCUTURE CdIYDY NAPE {EDEMA lA REX ATTENUATA EAST PAUTXA ND(U' O pRDPoSED TREE ~~,,JJ YY~~,,~~ PD PNDEN/X DACfYLffERA DATE PACY { . JE ~ pRUpUSEO PA(y DRI (RI/gY AUCUSTUY CRAYUY LILT - EYYA ® PRDlgSED SNI41B EYI EUPNDRBIA Y/LII QYF CNDN'N (T TNORM ® PNDPDSEO CRWNDCWER FYI Fqi/$ YgNUCA/N'A CREEN ISLAND FNX/S PRDPDSED DRp/NDLWER AIM A/MIPEPoIS dIINEN515 PARSDN'S AlMNIER ® PRp~OSEO CRDUNO(WER RNI RHAPNglfP15 IMDKA INDIAN NAMTN(g1NE ® PRDfO5E0 CRp/ND(WER PLU PLUBADO 'IMPERIAL BLUE' PLUYBAGD ® PR6V$ED DNO(lMp(OVER ® PR~DS'EO PLANT~DIY. ® PNagSEO ParTERNEO/ T£xNREO Dry(CRETE ~rneau~mcmav~' nnrmm~m ur~m 1~ Gentile Holloway O'Mahonl ~~... ~.~.,anR. ~.>,d., ST.f78 OW PLORQEf OBP.1/Y7'AIBNI' OP 7RANSPORTA790N SR 8/I I PALM BEACH I 415314-I-52-0/ L,~NDSC~PE PL.gN 51d B50 (N®1dTHL.,JL'E BLVD) SHEET N0. LD-l2 G C 4 i N o ro aD Feet M Q i U I ~ I ~ ~T~~ v-- -~-- _ - - ~ ~ I ~ ~ \ RAY LINE ^~ - 1 / ~ . RAY LINE \,~~ W ~ ~ \ rlA _ _ _ _ _ _ _ ._ _ ._. , .... § n - _ _ _ __ _ _ _ . - _ _- _ ti~-__ _ _ ,. _.. E--. .._.__.._. 7 STE PPo ~RNED7TEXTUREO ~ /p6' O.C. Y/N. a• era vu • _. ,~ ~ - ~ ~ ~ ~ .~ a' em ver ~ lU IL' cases EYI yp _ _ _ 6' CLEAR ZONE - ---_ _ ~~~- ° AR S~Hi USE ~ -. ~ ' _-----~Cl~ ~_-->_~~ - ~ - ~ : _ - ~ X. SABAL PAU! TO BE - ~ REYOYED. TYP. !ll • ~ LIYl7 OF 500- ------ _ ~ ~:~- _ ~ ~ . - --S NiHT LI~ ~N 550 C~Ap _ 3' SOD STRIP, iYP. K~ PO - --• ~ ~ - - Ra' fYl - B' CLEAR ZONE I eg J' SO0 STRIP, TYP. pEp ~ SIGHT LINE ~ i SR 850 lNYrIMORe BN0.1 ~ I CRETE JST~RNED/TEXTURED _ _ _ ~ ___ -.r'___ _,.-_ -. - - -' - __-_ b'rnr-_ - ice-- _"-, _ ~ _._ __.- 6'tiu _ _ _ - _ ._ ._ _ _ .. ___ __ ~~ ~ \ ~ v~ ~ RAY LINE ~ ~- ~~~ \\\ SYYB. BOTANK;AL NOMENCLATURE COY1fON NAPE LEGEND lA ILEX ATTENUATA EAST PAIATKA NOLLY O PROPOSED TREE PO PHOENIX OACTYLIFERA DATE PALM PROPOSED PALM CRl CRINUY AIKiUSTUM CRINUY LILY - EYYA ® PROPoSED SHRUB EYI EUPNORBIA NlLll QYF CRGWN ~ THORN ® PROPOSED GROUNOLOYER FYl FRY/5 YICRGCARPA LYIEEN ISLAND FlCUS PROPoSED CROUNLCIWER JUN JUNIPERUS CHINENSIS PARSON'S JUNIPER ® PROPOSED GROUNOCOVER RIN RHAPHpLEPIS INDIAA INDIAN HAWTHQRNE ® PRGPOSED CROUNLCWER PW PLUBAGO 'IMPERIAL BWE' PL,UYBA(A ® PROPOSED GRd/NOLVYER ® PROPoSED PLAIIT~gTY. ® PROPOSED PATTERNED/ TEXTURED CONCRETE TROPICAL AUTO SALES I~ I I~ I ~I- I II \~ II II I I ~~...... -----r°- ---- -- ~~~ -, - - --- ~~ v_. RAY (lNE I '~_ _ . _ v- ~ ~ ^ p~ a ~__ ---~ » - -- II II BUSINESS POR SALE t 2 L DATE (71 SC /PTlON n > A BT SCI !ON ~tu~r~~,u~ umim ®wraeo STA78 ~n.ORmA SHEET Gentile Holl O~Mahoa °~Yay ~ D6P wR7'MBtNT D1P 7RwN SPO!RTATfON L,iNDSC~9PE PL,iN N0. ~~~ "~'"'°'~"~''°°~'°~°°`° a®~...~Ya.a~,Y.~.Y,~....~.s ROAD NO. SR 8/I COUNTY PALM BEACH FINANCIAL PROJECT m 415314-I-52-t)l old 850 (N®1dTHL,iKE BLVDJ LD-l3 X157. TO REI.'Al,!' 0 I ~ o ro w __ ~: ~ ? Fee/ I I I I I I l l i II I _ _III I I_ ~ ~ - I ~ / ~ \ ~ of L, ~ P ° C j - - -~a I ~,,I I I I I ~ I ~ Ij - - - _~II I I - - I I I I I I I ~ ~ ~ ~ ~ ~~ ~~~ ~ ---~(I .a°~ ICI--- , - Ifl I__ I I I I I I I ~I I:I 1,' ~~ 'I ~ ~,~~ II r-~ ~ I I I I I_i_I_I_I_I_ I I_I ~ ~ ~. ~ - I M LIRE - ~:.:v~ d ~ _ - _ .... „~/' ~I ~c - R - - II I I rG - _ \I RM LIfME~~t ~~, ~--, ~ _° - _.--.A. of .. I. ~ ----b ~-... >------~~ - ~ -----...~~ ~'~. __. .. .. E. .. ' .-4~7,~~... .,, - -~~. - --- ~..-~1- .--_- ~_--_--~~-L =_-~= =---- J--'-fir - --_-- -- ---_ -_ =~, - ~''~ -- ........;~ ..................... _ . _ ..........~ .........~ _ ........~ _ _ . REYOVE EX CONCRE AR $IGNTf ~ - ~ I TE SEPARA S') _ W O '~' IS" RCP I vcu FYI GRI Po 'AND REPLACE WITN PATTERNED EX RED ~ o " ~.P O EYl ,~ 16.5' O.C.. 16.5' O.C.. w N s COA'CRf rE r2B Sn . ~ ~. 7YP.- TYP. GRAVItt Ya~R I ! 3' 500 STRIP. TYP. ,j80 CLE . _ _ _ . _ ~ PASPNALTf ,T15ESIURfO ~ fPER nROalArOr PlANSI ~ ti .... W - _ - - - - - -- _._ - 2 _ ~ . " ~ EYI NEW TYPE '0' CURB 4' ~ ~ ® ~ -- \ _. 2 J R/x IS" RCP SV fPER ROADWAY PLAN51 (TYP.1 U '° I EX. $ABAL PALY$ TO BE REMOVED. 1YP. lA ~ PIU arR ~ `516NALlZED ~ J ~ ~ 6' CLEAR ZONE Ns SR 850 (NO T l Al 0 k B Bl v d . 1 ro- crR fY ~ INTERSECT ION ~ 15" RCP U ti Q PROPo$ED PATTERNED/ I ~ ~ ~ TEXTURED CONCRETE f/6 LSYI ~ G. wN N•wY SYY la PD PNDENIX DACTYLIFERA DATE PAIN PRLNOSED PAW CRI CRINDY ALq/STUY CRIMDY LILY - EYYA ® PAOWSEO SNRUB EYI fUPNORBIA YILII DWF CROWN OF TAgRN ® PROPOSED CADUNLCWER FYI FRUS YRTNJCARPA GREEN LSIAIID FKUS PROPOSED OTEWN000VER ,N/N AINIPERUS CN/NENSR PARSON'S AJN/PER ® PROPOSED OROIJMDCOVER RIN RNAPNpLEP6 INDAA INDIAN NAWTNORNE ® PROItlSEO LR7LN2OVER PW PWBAOO 'R/PERIAL BIBS' PLDYBALU ® PRDPDSEO ORQIMppVER ® PR~OSEO PUUVr, O7Y. ® PROPp$ED PATTERNED/ iEYtURED COMCREtE .F -v/ ~a 14 N2.-~~3 -. -~ ~-. -~ 1.'.-'11 .v. ~ _. _. Q~E= ~ ~ _L1:E~_~ I ~~CRAV1 .L :. .~ ,`17 G~(EAIAIr .. '. ~ - t - I RM LINE - ~1 - _ ~i~r-~ ~-. ...) J ~ p _ ~, -~ IIII I I I~ I I I I I i ~ 9 I I II l ~ ~~~ ~ ~~~~ , . ~I°J I I ( I I I I I Ij I _ I ~~ U` x ~ =~ .:a r% / II-- __ JI ~~ ~ Ix I'•' ~ ~ `~ III I~~~ -xl II ~-- ~ -I~ IIII_- ~ ~ ~ Ii~~n II I ; ~ W ~ ~ I RM L~_.. I ~/ d II B. BOTANICAL NDYEACUTURE COYWN NAYE LEGEND Q -„ /IEY AlTENUAip EAST PALATYA hOW O DROWSED YREE 3 _ _ _ J REYOVE EX. LpACRETE SEPARATOR fJ6 S'1 AND REPLACE WITN PATTERNED/TEXTURED CONLRETE f28 SY/ LINE REVIS IONS ut~•Awa~croPar ~Y ®aY la®1nI ~°8° STAB OP PLQRmA SHEET DATE BY pESCRIP fON A BY SCI rOx Gentile Holl O'MBhan '' °`°~' e3 ' '~ ~'~~~ or ffP.uvsPiORTw Holy ROAD N0. COUNTY FINANCIAL PRQIECT /D L.~NDSC.iI~E PLf~N No. ` j '~'°"°`""®''°°`"°®'°'~'° 5R B50 (N®RTHL,iKE BLVDJ Lo-l4 ~~~a~µ,,wa„~~„~~ SR 8/I PALM BEACH 415314-I-52-0/ adm eizri~oR aa~m FY Yrcam,-oooorn-ovz sR auo:e or..ro rwwrsva-r-sz rona,uxnwanwe.acn o ro ao I_._ ~ ~ o~ _. - `~1 ~ ~I 1 __ ~ I I 33" RCP I II l ' ~ I ~ '1 \ ~ ~ R ~ ~ ~ ~ ~ ~ II ~ ^U C~ I // ~F L7 `ll ~~ ii `III M_raatttc_._ I ~~~-;r~E--~'~'_~~TJ EU i. {"~ ~ - - ~~~~--~~r-- ~a~. I ~~ _ - -_ _, -YaaFr,~---- ~~~ o~a~: ~~ ~ ° . , _ ppngTF r. _ . _ - ~: -. _ .. _ .~:~ - - - ~ SIGHT . 1 - .. _ . _ . .. --- -_ _ __ - ..... - ~. - ~-~50' LIEkR - ' _ --... ~._ p - .. • - ~ . ~ . ~ ~ X33" RCP I ro \ l~D REP[AC ~W/RPATTER RM,Dd b p SR 850 fNorlhlOka BlvE.1 lR" RCP/ _ ~~~ ~ 3 TEXTURED CONCRETE l42 $Y! {- ~ ~~q EXISTING HOLLY TREfS TO 6' C(£AR ZONE I ~ -_ ~ __ IS" RCP '!' ~ ~ ~_ ~ : ~lL_!IJ J' $00 $TR/P, TYP. BE REMOVED BY OTHERS fill I I ~ ~ nl i ~1 - . - _ _ ~ 6'CLfAR ZONE ~ ... ... .~ V1 - - ... ~ ~ .. ..500- - _.- _ _- ___ - _ _-_-- _- - -~. _ _ _ _ 2 -:~ ~-- -:-.. _.. ~ _: /26'O.C., NP EXISTING '33'RCP ~ EXISTING -_ _ _ _- ___ EXISTING I ~ RCP ~ GRWN R ~ ~ ~ ~ A J GROUNOCOVER -- EYI Rrx NN ~ TD REMAIN EYI ~ ~ ' CROUNOCBYfR J' $00 $T(t/P J _ Y677ENA/N ~ ~ ~~ 'M' ~' II TO REMAIN -- En ~ PD -- U Q ~ - - - - 33 ".. BCP a AR / IGN CP _ ~ F _ r. T - E~ ~ i - - .. F ~- o - {'`_'~,''' l - '~;~F_ J e ._ ~ ~`~ ~~~~v I ~ -~ ~ ~-_- ~I ~JRiW LINEr \ -~v ~~~~ ~ ~ - , ~~t@ ~- - - ~. STYE. 60TANKAL NOYENCUTURE LT1111NAV NAPE IEGEND IA IIEX AiTENUAiA EAST PAUTKA M7LLY O' PRYPO$ED TREE ~y y,~ PD PIpEN/X DACTYLIFERA DATf PAW { . [ Ml~ 'A PROPOSED PALM CRI CRINUY AGg15TUY CRONY UU - EYYA ® DROWSED SNI4/B EYI EUPNORBIA YILI/ GYF CROYN OF TNORN ® PRDFOSEO GRAINOCO/ER FYI FA'LS YRYNCARPA CREEK ISLANO FxX!$ PROPOSED GAOIINDOOVER NN NNIPERUS CNINfN55 PARSON'S NNIPER ® PlraPOSED GNdlNa17VER RNI RNAPNp1EPl5 INOKA INDIAN NANTNORNE ® PROPOSED OROUNOLWER PW PWBAGO 'IMPERIAL BWE' PWYBAGD ® PRdOSED ORp/NLCWER ® PRp~OSEO PUNT, 07T. ® PNp'OSED PATiERNEO/ TEXTURED COATREFE R E v l S / O x 5 ~NO~*° ~N~ q~ ~^~ ~1° ,g/',~Zg pP Pay $MEET A BT SC /P ION A BY D SC /PTx)N ~ L~PwR7'MSIV7' of 7RANSP~ORT 17fON ' N0. Ge,<ttlle Holl OlMehon °~y ~ . PR ECT /D ,~PE PLf~N Lr9NDSG ~~~'~'""`""®"'~°'°`"°' ROAD N0. COUNTY FINANCIAL OJ SR BSO (N®RTHL.iK,E BLVD) tna5 SR Bll PALM BEACH 4/53/4-/-52-0/ ~v.>~.,..~a»mM~---.....m.m~ .e.,.. A.~,.am o..,,rs vv vncAm/mmm-aoz sN ~,a:a w..ro R,rw,sr/a-,-sz-o, w°uyWumaosoc~ KENNETH GORDON. CPA ...a MAR/A RESTAURANT VENTURE TIMES KYAK ALLSTATE VENEZ/A ITALIAN RESTAURANT MEDICAL OFFICES o ro ao Fee/ it ___,. l~~ \ I I (~ ~L ~.-- x_71 ~'~' - III `I II -~I I ~ _ --I~° I,/--~~~\ I I Y~-_~`~~ /~ _-I-_ I_I_I I II R/1P LINE /__ II -~ P8C-TR4c ~.. JC~_~-~re~_ E I _ } EX HOLLY TREES TD ~ ~ SR 850 (NOr/AI DAe BlVO.1 EX. GROUNOCOVE l() BE REYOVfO'BY-OTHERS 1101 __ --~, .R/x PD '- ~ ~ ~ NEW TYPE 'D' CURB 5" RCP TO REYAIN 7YP Q ~ ros / ~ R/x mx EX. HOLLY TREE$ TO fPER ROADWAY PLAN51 . ~ " ~ Q y 6' CLEAR ZON ~' BE REMOVED BY OTHERS ~ I ~ - W - _ ._ ._ .. W .. -_ _. :-- - - - _- - __- _ -_-_ - ~y _ _ r,. ..__ I { 'k _ __ _ - -_ -- - _.1 ii _ _ - ~ U h ~ R'" J' SOD STRIP. - -~ - ~--a= --'_. -_ - - _ ~--._--- - _ _ - `- -- - = IF~NDVf EX. CDNCRETE SEPARATOR !J¢ SYl !- ~} ' 60 --_ _ _ , - -_[~i_1L~ - -- ~ AND REPLACE w1TH PATTERNED/TE fWRED ~ _ -CIINCRETE !28 SYI rs° RcP 55D CI£Aft SIGNL_ ~_-- --- C~~=1GHr ._ ~ ~ ~- -_ u Its ~} _ ~ ~ F__ ~.1= ~-, ~ 1 e r= .. .~. .o~ .. - -_`oc - u ~ ~~n~ tt ~ LJy~ ~ ~_ ~! - R c~iy'~~ _ RI i ,.1(_.. _.._. ~..I. ~-I ~ ~ l_-- ~ _ T~ -- n / RilY LIRE ,I-__ - _ ~~ 15 :P~ ; ~ ~ II ~a -~I~ - ~ ~ - ~ T' ~ ~ III ~~~~ 1 ~'~ , i'_ I I ~ ~ I / ----'1--~ _ _ ~' I II _ _ n u ~I RiIY UNE ~ i ~ n ~ _ ~ ~ I \ ~ f .7~ rII I ____ I I - II I I ~ I I~ `a I _- I I b I I I ~; I YI I ~_ -, L ~-~- C ~ I I y l I - ~~ a ~ I I I o la~ m ~~~ I I REVISIONS wmr...cu~roPxa ~~ ~~^ STA78 ~/LdPB)A SHEET AT Br SCRI N A BY D SCR/ T/DN ~~~ ~~~ Gentile Holl O'Mehon BBPARTMBNl OP 7FANSADRT.ITPoN No. °"'Y eY ROAD NO. COUNTI FINANCIAL PROJECT ID Lr9NDSG',~PE PLf~N '~"'"~'"~"''°"®'°°'" ~I~ BSO (N®R7°HL.~1~E BLVD) LD-l6 ~~~~m.,*a~asx,ti.,~ ._ s SR 8/I PALM BEACH 4/53/4-/-52-D/ /wm ainimw 9tJ4m6 PM vrcatrn-auom-aaz sR Ruo:n or.ro mywisJr4-r-sz-orwwsww+>nvroaP~ SYYB. Po7ANlCAL ADYfNCUTURE W1/11GN NAPE /fGENp IA I(EX ATTENUATA EAST PAUTRA IgLLT 0' pRD/q$f0 TREE PD P/IpENIY pACTYLffERA DATE PAW ,, Y~ { . t ~F 'A PROfgSED PAIY CR/ CRINDY ALGYSTUY CRINUY LIfY - fYYA M® PEED $NRUB EYI fUPhpRelA YI(ll DIF CRpTN OF TN(i4N ® PRp405ED GRAUNpCWER FYI FKU$ Y~CRQ'ARPA GREEN ISLAND FK'Il$ PRdiD$ED CAd/MpCWER A/N JUNIPERU$ CNINEN51$ PARSON'S AINIPER ® PRD975ED CRd/NODNER R1N RNAPNplfPS INDK'A INDIAN NAMTMV&f ® PRDADSED GRWNDNVER PW PU/BAGb 'IYPER/AL BLUE' P(1/YBA(A] ® PRCPO$ED GRWNDOGVER ® PRGPO$ED PANT, pTY. ® PROItlSEO PAiTERMEO/ TEXTURED OpNCRETE PB BILLIARDS N \1 ti 2 /&G ATLANTIC ADULT VIDfO SOUTHERN GARDEN ENTERPRISES, /NC. AU70 GLASS AND DESIGNS Tl till ill l oll l l - , ~ l__ _-~ ~~I I ~I ;~~ _ _-.,-'~ _ R/W LINE - ~ ~ ~~, ~~- _~- --~ 1 ` L - ~ ~ - - ~ - ~ ._ EX GROUNDCOVER EYI Po aIN ~4" RCP' En SR 850 fNOrI RI ORe & vA.1 ~~~° TO REMAINS TYP. an E I60 I N5 g, 6'CL£AR ZONE 1%~~ nP' EX HOLLY TRf£S TO BE REMOVED BY OTHERS 81 ^i -~0 I .. .... .. .. ' ~ ~. _ ~ _ -_ - ~. REMOVE EX. COWRED COti'CREYE ~_ - - - 380 CLEAR IGNT -.. -. ~ _ ~ I ~ " ~ - - ... ~ ~ , _ / -AND REP(ACE W/ PAZr{RNEO/ -~~-r~~A`R ~I~ ~ l5" RCP EX GRDUNOLbvER J rExrUlffO CONCRErE f2! SYl TO REMA/N, TYP. OR AfARC t7ElNBURG CHIROPRACTIC 0 /0 40 Feed =~~~~AR~SIGf1T lN0 .. - - Q ~Y ~ ~ x~ J -~ ~ U _ ~ EX CONCRETE TO ~ 1 ~ ~ BE REMOVED N08 SYl ~ _ ~- - a ~ - ---... ~. _ .. 550' CLEAR SIGHT --1_.~___L__t __t_1-_L_-1 l I _ l e, fG a Ill ... - :( ,~ ~' . c ~ l- l ~~~ °: it ~l 1~,~ ~ - - _r l l °ll: :~, it l'~ 111 r , ~~__~~ ~i--_ Ili FLORIDA DESIGN CENTER WASHINGTON MUTUAL A'YB. BDiANN,'AL NOYENOUYURE LOI/YON NAPE LEGEND IA IIEX Ai1ENUAYA EAST PAUTNA NOLLY O PROPOSED TREE Pp PNOEN/X DAC7YDFERA PAYE PALM PROPOSED PALM CRI LYt/NUM AIX7JSNY CRINUY UIY - EYYA ® PROPOSED SHRUB EYI EUPNORBIA YlLll pPF CRIOWN ~ THORN ® PROPOSED GRpINOCOVER FY/ Ftt11S Y/CRaL'ARPA GREEN ISUNO FRxIS ® PROPOSED GROUNOOWER .N/N JUNIPERUS dIINENSIS PARSON'S A1M/PER ® PROPOSED GROUNOOWER RfN RNAPNIO!£PK /NON:A INDIAN NANIMORNE ® PROPOSED O'Rd1Na,OVER PW PLUBAGO 'IMPERIAL BWE' PWYBAGO ® PROR75E0 GROUMOCOVER ® PROPbSEO PUNT.OII'. ® PROPOSED PAriERNEO/ ifr7URE0 QIACRETE VACANT LOT OA R E V 15 SCRIP /ON / 0 N 5 DESCR/P ION ~~*°NbY ~u~ wv ~nr ~~O y7'A78 LIP /3.01P/DA TATTOIV TMBAIT OP 7 IVBPO SHEET N0 Gentile Holl D~Mahon O1'B ' eY DBP RA AR F LCINDSC,~I9E PL.~N . } X11 RoaG x0, ca/NTr FINANCIAL PROJECT m "'"""'~`""~"°~'°~'°°" ~IICE BLVD) S)d Bso (N®1dTHL Lo-n SR 8/I PALM BEACH 415314-I-52-0/ . ~r~~~aoay~~...rrq..a.~ .dry einrws 9J9n5 PY N~~CAOW-OOWM-0.D2 SR BII6H Ol~lo mowrs,ln-rsz-ol wmww'arcan.~~ SOUTHERN SMITH CO. SERVECES SELF STORAGE NORTHLAKE CENTER AlR CONDITIONING o ro +o I II % %~/~,.~ F® ~ I ~ l ---- _- -_- _ _- _- _- - _ _°- _ _ _~ ~ ' ' ~ I Iq .,I ~ ~ o ~ I•II ~~ I ~l ~ 4 ~ \ \~ ` ~ F;: RM' LINE 1 ~ ~ I I~ `''~-. ~-.' -.. - -- - T _~11 / ~ R/W LINE 0 .. .~ r ... ego a .~ j - _ ,. ...-.. _-µ - - - _ __ ..w.-..._. ~~ .~ ...............w.. -..- --. r - O -~FOrCLEAI/ ""HT ~ 5Rµ850 fNORTNLAKE BLV0.1 ~ I EX CONCRETE TO f fur f~" RCP BE REMOVED 055 $YI - - Aru 30" RCP I - 163- - - - 16~ - - - .~' ~i <a^ Rr,P ea RcP N N ~ ~ _ _ _ - - W - - - - - - - - ~ Cam- ~r 2 J ~ ' EX CONCRETE TO . so I ~/5'~P I U = BE REMOVED l120 SY7 f5" RCP I 552 AR - ~ ~ ~ - ~ . ~ ~ 550'CLEAR 5A7/T I Fes- _ . ~~ ~ ~.~ .~ 4 `~ ~P ~ J ~~ ~ ~ .rte ~ ~ I , ~~ \ ~¢ ~~ ~\ J ~ /~ ~. _ - -- ~~~_ 1~___ -~~- -_- ~~_'__ - -~_ _ _..~~\--~\.~~ li III L ~`~, RN'LINE 'I y~ ~_, ~. R/W L/NE - J ~`~~`y ~'` II I~ III "`?I rr ~~~ I I ~I III ~ ~j ~-J ~ I i~ _ _--, _ . -~>~ ~, - _ ~ _~ 1~1 II II~I~ III 'I I ~I III I I' i I~- - ~I iI II III .-- - I II III li STYE. BpTANA^AL Nd1E/MUNRE CDYYCW NAPE ~ ~ LEGEND IA IfEX ATTENUATA EAST PAUTXA /gLLY O PRpNSEO TREE , Y~, pp PNDENIX DACTYL/FERA LUTE PALM , .~ . [ ~F 'AM PRD'OSED PALM CRI CRDIUY AIXrUSTUY CRIWY ULY - EYYA ® D DRUB EYI EUPNDRBIA YILII pVF CRDPN !$ T12tRN ® PROPOSED GRDUNDCWER FYI F1d/S YR'ROCARPA GREEN ISLAND FRUS PROPOSED GRdIN0.1NER A1N AINIPERU$ CN/NENSIS PARSDY'S AMfPER ® PRD9TSED GRWNIX.WER RIN RNAPNplEPIS IMOKA INDIAN NAWTAQRNE ® PRDWSED FRWNOGDVER PLU PWBNiD 'IYPERIA( BWE' PLUYBAGD ® PROPoSED GRWNDnNER ® PROPOSED PLANT. DTY. ® PROPOSED PATTERNED/ TEXTURED fpRRETE I 'I III I wENDY's II ENTRANCE INTO VACANT LOT PUBLIX REVISION 5 ~nu ~m "'T ®~~'~ STA79T OF H.LYP/D.1 SNEET A SC l TI A I x ~ DSPARTAFBNTOA7RANSADRTA790N LaINASC.iFE FLAN No. Gentile Holloway O'Mahoney ~~ ~ L'p/NTY FINANCIAL PRD/ECT /D CI1 ~^~'~...~°~^~°~- 5Id 850 (N®JdTHLAI~E BLi~DJ Lo-ls SR 8/I PALM BEACH 4/53/4-I-52-0/ ,.I..drw.I~.a~~,r,m,...~.r...m® lar„ eizTi~.w aysrv Pu wraom-mmvnaoz sN eno:a or,r, xyw~s~ra-r- 52-wvowu»vxanaizeo~ REX AND REX FIRST AA}ERICAN RUGS AND FURNITURE PROFESSIONAL o ro 40 Feed 4 I I II I( I -I II II-II- I-I-II---~/, ' Lei I I I I I 11~~=u=u= u u u -u u u U u u u U I VJ ~ ~ II. ~ ~I~~ ~~ I I~ R/W LINE ~ r- ,1, .1-~ _ __.~ t ~~_~~II -_ --~`_--_yrfl .3~_, _ - ~_ - _ _y` ~ __ G3AVlIY 1glf!- \ fi" OIP FGI c- __ G~ ~ P L TRAFFit' GR /~--lAl'! :- c~ ~'~ r - F ~ -_K7~'2c_ _~_-nc. ...i.\ ~i- ^~\ tBC~PA, !C o y.. J ,A - ~ ` .~i r -/~ jr_,n- fX. CDLORED CIAYCR TE TO BE RE1gVE0 f64 SYI Ex. LYILORED LVNCRETE ~ p p .luN Y! t /5" RCP TO BE REYBVfO f145 SYl o "® JBD_SfGNT LINE - C V~ _ _~_ ~' ~ - - - - - ~ l.. _ ...~ --- - ~ _ _ _ _ _ _ _ _ _ SR 850 fNOrl Al oke Blvd.l e~ o; IS"RCP ~ -yp~SIGNT LANE-~-~ - - - - - - - - - - - - - - - - - ~ ~ jt_ arw UNE ~ R/W LINE `-;~ `i ~ ~~ - -~ -~ .:)--'~~ ~ 's.F 2 ES=T 1 ~ ~ .. - iii d ~ ~ ~T~ ~_ _ -_ _. _ _ -. _ _ J, ~ rl_ ~ - T __ -~: _ ,,. S50 SH,HT -LINE ~ - - ~ _ _ ~ ~ rt ~ I ~ ~~~ ~ ~e ~ ~ I.A) ~~ - --_ . ~p~a~~ \I. it jl II ,~ I ~ jl ---.- ~-_-~ r r'd Ii it ~ ,~ II~II II it I~ III ~-~~ SYYB. BDTANgAL AOYENCUTURf (gYYDN NAYS fEDEND IA IIEk ATTENUATA EA57 PAUTRA IgLlT O PRdOSEO TRfE PD PNDENIX DACTYLIFERA DATE PAW PRDROSED PALM CRI CRINUY AU(RISTUY CRINIIY LILY - EYYA ® PR014$ED SHRUB EYI EUPNDRBIA YILII DNF CRIMN D° TIgNN ® PR1N'DSED CRWNDCRNER FYI FR]/5 YICRa'ARPA ('KEEN ISLAND FRLS ® PAfNO5E0 DNpINOWVER d1N ,gNIPE'RU$ CNINEN515 PARSdI'S .gNIPER ® PRDP05E0 CRdlNDCDVER RIN RNAPNgIfPlS IND.CA INDIAN NAWTNpRNE ® PRD'OSED CdgUNLL"WER PW PWBADD 'RIPERIA( BWE' PWYBA(q ® PRDFg5E0 URplN0.UVER ® PRpPpSEO P(ANi, 01Y. ® PR0975E0 PA77ERNE0/ TEXTURED CONCRETE ENTRANCE TD PLAZA 4 W W N n NEVI 5 I O N S wmrneu~xvwm,a "+;- urmn ~~~ '®'n y.J',~'Jg qp PI.~mA SHEET DATE BY SC / IDN A D S I N centtle Holl O'~,(~~~,..~.. OVVay '~""'~"'"7 L'$P""~B"T °1' rn""~"°Rr"'~v Lt&NDSC',~APE PLAN No. ' CAIN ``"""°'~`~®"°°"`°°~ RDAD ND. CDUNTT FINANCIAL PRAIEC7 ID Sld B50 (N®1dTHL,~KE BLVDJ LD-l9 ~~`~~r.,.,a~~l~-.-mss SR 8/I PALM BEACH 4/5314-I-52-0/ ..,r„ niziizms mS6m~Ptl w,rum-woom-aroz sn enact w.ro mnwrsNa-r-sz -orvam.wwa~rauec° 1 EN ~ 1 1111 11 ll ~~ '1 11 I 1 11 1111 1 11 l 1 , 11 II /~~ 1111 Il 11 Il 1 Il 1 11 11 1 11 1 1 II 1 I 1 l 1 11 1 1 0 11 1' 11 11 1 11 s 1 1 ~ 1 ,' L 11 1 1 1 1 1 D LANDSCAPING ~'.I ' I 1 le 1.'1 A ION 04+0 .00 '~ 1 11111 11 I~VV 11 vi 11~ ~ _ i314-I-52-O11 NORTHLAKE BLVD. 1 j,~~,ll~ pl%11111 11 11 ~1~ ° 1,, 1 ~.oll ','1 11 ', Il ~ . `~11'I,1 11 RAY LINE II 1~ ~ hill 11 1 - 11$ 1 `1111 1 °- ~~i ,~;' it-" ~lrlll, ~ I r'~ -~T -~ -1 ~~/ EX. STAMPED i III ~: 1_ 1•.1 ASPHALT CRDSSWALX _ - y v-~ +~. ~. ? am _ { ~ .~ (PINK1 TO REY s1 o P FY ~ 11 \ ~C 00 EX. COLORED CONCRETE Y ~'~// ~ ~\;'\i_ yV~ F_ -_-T--_----- + TO BE RELroNE0, 165 SVl ~'/ eNr SIGNALIZED ' `~L- ~= 4. . _ _ _ _ _ _-~ / ~ ,. INTERSECTION' IF .,,_.:. 1 ~ __ __y_____________ / ~~' ~ ~ ~ ~ - ~_~C~AR-SIGHTS ~-_-_ _ _______~- _ ~. ' n,r~ 550 '. ~. Aa ® ~ 1 ----- SHORE U - , a - - --- /~ ._~--~-- 1 ~-_------ _ ~~ EX. STAYPEO Z - SR B50 (NORTHLAKE BLVO1 • ASPHALT CROSSWALK ~ ~~ „-(o,T ' _ o•8e ~~~- _ - - - ~ ~ ~. (PINK) TO REMAIN - T' o E~ ~ RAM LINE :~ ~._ - iP - 1 1 / ~\ ~ 1 - _ , ', `,~~"~"'~,'/ . 1 \\ y 1 1111, 1 11m l Ill ' ~ I n I 1 ~-~II U 1 1 ~ I I ^li 11( 9 ~p 11`1111 lllal ~ ,~~ ~~I m 11 11 '11 ,_ 1 II 1 1 1 1 1°I 1 'll j 1 1 I Il ly 11 l l 11 1 \ 1~ 1 ' ~ 1 1 1 l i 1 1 11 1 1 ~ 1 1 1 11 l ~ 11 1 1 1< 1 Il 1 11 1 ~ 11 1 1 1 1 11 1 1 CVS PRARLfACY 1 1 1 1 1 1 1 1 ~l 1 1 1 1 1 , o ro <o F® A'YB. IIT7ANKAL NpYfNCL1TURE COMMON NAYf (E[FND IA I(EX Af 7ENUATA EAST PAUTKA NDLLY O PR~DSED TREE ,, Y~, PD PHOENIX OAC7TLD'ERA DATE PAW ; . L f PFO`OSED PALM CRI CR/MUY AUWSTUY CR/NUM LIU - EYYALT ® PROPOSED SHRUB EYI EUPHDRBIA YILII OPf CRO1N OF 1IOR// ® PROPOSED DRWNd,GVER FYI FKVS YK'Ra.'ARPA GREEN KUND FK,YS ® PROPOSED ONWNDLOVER .111/ AMIPERUS CNINEM55 PARSON'S AM/PER ® PROFOSED DRGINDWVfR RIN RNAPNK!lEPIS WDKA IMO/AN NMThWa'E ® PROPOSED DRWNDCOVER PW PWBADO 'IMPERIAL BWE' PWYBAW ® PROPOSED DRdfNDCWER ® PROPOSED P(ANT.OPY. ® PApGSEO PATTERNED/ TEYTURED OOYCRETE 1 R E V I S/ D x 5 ~''""'~"~*O ~ ~r ~ "®'^' .PI'A78 QP PLORmA SHEET ATE D /P roro A DESCR/ ION V n DBPARTM6Nl D`P nvwNSADxTA790N L,~ND~C'.~PE PLf~N N0. GentIle Holloway O'Mahoney ~~ ~ LUUN7Y FINANCIAL PROJECT ID © ~, ~t.~~w~.eda.eme®eim~r .SR B50 (N®R7°HL.,XLE BL VDJ LD-20 SR 8/l PALM BEACH 4/53/4-/-52-D/ RaJ~ B/Z//ZBJ9 9iJReJI PY YI`CALDI MONI-0.D2 SR Bll D:a Ol~lo iMyW15J/9-I-52 -0lYmbupy[an~tlMdgn CALL 48 HOURS PIPE SIZING LEGEND BEFORE YOU Dld VALVE NUMBER PIPE SIZE GPM IT'3 THE LAWI 3/4• o-lo 1-800-432-4770 1• 11-t6 1-1/4• 17-28 SUNSHINE STATE ONE CALL OF FLORIDA, INC, "'~ VALVE SIZE GALLONS PER MINUTE 1-1/2' 29-35 2' 36-55 0 IO 40 Feei „\ Y \\ \ \~\ ~ \ ~ ~ BEGIN IRRIGATION \ STATION /OS+26.34 _ (4153/4-1-52-0/) NORTRLAKE BLVD. ~ _ _ _ __ - _ - _ ~~ \ ~ MAINTAINING AGENCY: VILLAGE OF ~ \ ~' NORTH PALM BEACH _®~ ~~~~~~~~ jl ~~ \ ROW LINE _ - 1-- _ - \--~ - -- -- - - -- \ \ \ II ^ Al A2 m SR 850 (NOrl Al oke Blvd.) \ \ \ II o Q \ \ \ ~ '" 3/A' 3/4' Q I03 104 _ _ -- _ ~ ~ \ \ \ (- 1' _ i % _ (~il _, _ . __ -s \~-_.----_- - - \ 3/4' I 12' PoP-UP SPrny Hen \ \ 6' Pop-Up Sprny Hend 3' HDPE PIPE U \\ \ \ (Typl ~ (DIRECTIONAL BORE> ti \\ \\\ \ AND RAINC~ENSORL[N .A. I 1-1/2' MAINLINE ~ \ \ ~ ~ \\ CENTER `OF MEDIAN e - - - _ _ _ _ _` __r„_ .___ _ ~ _~ , _ --pB~~,, _ ~--I, r 1, !_y _ - --~• ® l e \ v, ~( ~ PPROPOSED 5/0' WATER METER ~ J~ L II ~ ft\ P~ \ Y( ~ Q INSTALL BACKFLOW PREVENTE - ~ `_~!`- \ \ - _ _18:_MIN. ~ROM_BALK. OE SURE=.. \\ \ EXCAVATE AREA i0 ACCOMMODATE THE INSTALLATION OF WATER METER, CB \ BALKFLOW PREVENTER, WATER MAIN TAP AND DIRECTIONAL BORE. REPLACE RAINBIRD NOZZLE LEGEND n WALKWAY PER F.D.O.T. STANDARDS. ISH 1.85 GPM @ 30 PSI 8H .52 GPM @ 30 PSI I5T 1.23 GPN @ 30 PSI 87 .35 GPM @ 30 PSI Irrigation Heads 150 .93 GPM @ 30 PSI 80 .26 GPM @ 30 PSI Symbol Description 12H 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI • IRRITRGL Bubbler Model 533 120 .65 GPM @ 30 PSI 50 .10 GPM @ 30 PS[ 96090 RAINBIRD 1806-PRS Vith MPR Nozzle IOH .79 GPM @ 30 PSI 15SST 1.21 GPM @ 30 PSI ®609® RAINBIRD 1812-PRS Vith MPR Nozzle 1OT .52 GPM @ 30 PS[ 15EST .61 GPM @ 30 PSI 100 .39 GPM @ 30 PSI n e v/ n I o x s ~'+~~*~ ~wo.~•^'~^ •°' umim SIA78 QP FLORIDA SHEET DA IP N A / N ~°1O "°'~n GeaUle Holloway O'Mahoney DBPARTA1BN7• °P ~IVw/vsPoRr"nosy IIdIdIG.flTI®N PL,~N "o' C ~ mo. ROAD N0. COUNTY FINANCIAL PRa/fCT ID "`""`"`"'°~°"°"°~'°°°" ~R 850 (N®1dTHL,iKE BLD[~.I Lo-2/ ~~~~~awosn~,ti,,....+....a.m SR 8/I PALM BEACH 415314-I-52-0/ CALL 2 BUSINESS DAYS BEFORE YOU DIO IT'S THE LAWI 1-800-432-4770 SUNSH,NE SiAiE ONE CALL OF FLORIDA. INC. ~•'~ ~ A ~~~ ~~ ~-, - aI / / -~ - "` \ _ - RN! LINE - - - - - \ - i -- -- - - _ -` -~5 7rcP -- - _ - ~, J 0 /0 40 Feet h` ~~~ ~ il_-_t, ~ --- c'~) C/NL 0~0 ~~~. 18"RCP MAINLINE SHDWN IN ROADWAY ~ ^' SR 850 fNOIf A/Oke BI vO.I~ FOR GRAPHICAL CLARITY. .._...._...~,....._.....~y ... .. ........ o... .... _.._. _ '~ FOLVE HDWN IN ROADWA ~ '~ R GRAPHICAL CLARITY. i~ ~d+~' ~~ ~INSTALLSCDNTRDL VALVE °B IQ _ 3/4 Q _ .. __ . _ .... __. _ . -. _._ __ ._ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ LOS _ ~_ ~ _ _ _ _ 'IN CENTER DF MEDIAN. I / / ~~ -r.-.., __~, ~a 2 f` Q ~ ~5, RCa •r5 RCP .-. _' II ~ LINI-nF _ _ ~ / I ..;,. ~. 'V ~..~ ~ ~ ~, A M1 ~ ~ ~~ ~ •~~ ~ Ih a`i_ RAINBIRD NOZZLE LEGEND ISH 1.65 GPM @ 30 PSI BH .52 GPM @ 30 PSI IST 1.23 GPM @ 3D PSI 8T ,35 GPM @ 3D PSI 150 .93 GPM @ 3D PSI 80 .26 GPM @ 3D PSI 12H 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI 120 .65 GPM @ 30 PSI 50 .10 GPM @ 30 PS1 1DH .79 GPM @ 30 PS] 15SST 1.21 GPM @ 30 PSI 10T .52 GPM @ 30 PSI ]SEST .61 GPM @ 30 PSI 100 .39 GPM @ 30 PSI ]SLST 1.21 GPM @ 30 PSI _ _ I$LSi: IsEZ ,._~*~,T-~sr TStsrs`s~i tsi-iscsr~iscsr isLSr~~T -' ~ - - a ~ - 6 `- a /~_ 12 Pop-Up Sprny Hend - ~I5' RCP (T yp) -_~`~'`~i •. ~ _ _ -T-9~ __ \o _- r.. of -~r~rn-c^rr- F -_-- ~ r_ l5`RCP_ Oe -` ~ ~ ~~-TrOnchE0r1 ./ - r,bro,n'~ ~ ~~~ RAN LINE ~~ ,~ 11, ' ~ ~~ ~ II ~ ~ ~ ~ ~~ ~~ I ~~ ~ ~~ ~~ BP GAS S7A ~\ ~ \ \ ~ ~~ CANOPY ,1 . ~ _ - . - -_ ... ~. I ~\ N~ o o `~ I \\ VALVE NUMBER VALVE SIZE GALL(JNS PER MINUTE Irrinu tion HeOds Symbol Description • IRRITRaL Bubbler Model 533 66660 RAINBIRD 1806-PRS With MPR Nozzle 000®® RAINBIRD 1812-PRS With MPR Nozzle N ti J U ti PIPE SIZING LEGEND PIPE SIZE GPM 3/A' 0-10 1' ]1-16 1-1/4' 17-26 1-1/2' 29-35 2' 36-SS n[ v i s i p x s ~..om.n°F.m q~w"°'` umoun STw7g of moRmw SHEET OA /P ION AT BY pESCR/PT/ON ~~O Gentile Holl O'Mahon °$P'~''~~ °F ~xwtvsPVivrw79wv No. o~y ~ RDAD No. couxTr FINANCIAL PROJECT m IRRIG.9Tl®N PLAN CIS "~'°""°'°'~''°'~"~°~'° sR Bso !N®R7°NLAJICE BLVD) LD-22 ~~ ~a...wK„r:«,F ~..~.~s SR 8/I PALM BEACH 4/53/4-/-52-0/ O N ti 2 ti Q CALL 2 BUSINESS DAYS BEFORE YOU DIO IT'S THE LAWI 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA. INC. ~"~ PIPE SIZING LEGEND PIPE SIZE GPM '~~4 ~ \ I ~V ~ 1I 1 _.J 1-1/A' 17-26 li~ . II ~ ~ ~ lIl"==-=J--'~ 2' 36 55 ~ -~< I ~ ~ ~ (`~~ ~ '" .~~ ~ ~.~/ _ I~ i~~~l I ~ =' 1 liar ~ ~ .: ,~ ~~,- --tom J ~ -- -~- VALVE SHOWN IN ROADWAY VALVE SHOWN IN RDADVAY FDR ~iRAPHICAL CLARITY, B 3 BC} FOR GRAPHICAL CLARITY. MAINLINE SHOWN IN ROADWAY I" I2 I" I~ -- INSTALL CONTROL VALVE FOR GRAPHICAL CLARITY, ~ ------------- IN CENTER OF MEDIAN. I 3/a' r3/A' 3/A' ~= i 6' HOPE PIPE (DIRECTIONAL BORE) I ~ 12' PoP-Up Sproy Hepd I I-1/2' MAINLINE (TYP) I I INSTALL BACKFLOW PRE VENTER INSTALL CONTROL WIRE IN 1 CONDUIT I 18' MIN FROM BACK OF CURB WHEN INS[OE SLEEVE ITH MAINLINE I PROPOSED 5/8' WATER METER _-- I__ _. _ -__ __ __ - - o/ 1 I ~ i mn- ~- \ \ ~ INSTALL CONTROLLER 'B' ANO \ \ / RAIN SEN$pR 1N RIGHT OF \Y ~ \ / ~ Q / \ \ ~ \ \~ Irriootion Heods Synbol Description • IRRITRGL Bubbler Model 533 600®® RAINBIRD 1806-PRS With MPR Nozzle 000®® RAINBIRD 1612-PRS With MPR Nozzle VALVE NUMBER VALVE SIZE GALLONS PER MINUTE z° o /o ao v, ~ Feet >. i ,~- _ ~ ~..~ - - - - - - -~;a,nr, a I //6 ~ I .I ~`%j.. -n.c .. ... .-..-046' r~°._._. J~1 ' V ¢° e ti W h Q 4 R/W LINE-~ 1 ' O ~ ~i //7 / ~ - , ~ J U SR 850 fNOrl Al Dke BI vO J ~ _ -_ - _~ 1., _: Grp,. ea:dJ, G- ~ ... o... 9Y-.. ,,. R- /W Llyf~T- T -- ~ ~- - - - -- I ~I-- J il__ RAINBIRD NOZZLE LEGEND 15H 1.85 GPM @ 30 PSI BH .52 GPM @ 30 PSI 1ST t.23 GPM @ 30 PSI 8T .35 GPM @ 30 PSI ISO .93 GPM @ 30 PSI 8D .26 GPM @ 30 PSI ]2H 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI ]20 .65 GPM @ 30 PSI SD .10 GPM @ 30 PSI lOH .79 GPM @ 3D PSI ]SSST 1.21 GPM @ 30 PSI 10T .52 GPM @ 30 PSI 15EST .61 GPM @ 30 PSI 100 .39 GPM @ 30 PSI ]SCST 1.21 GPM @ 30 PSI DA eY rc c v i > ESC IPTfON i u n> A 0 SCR/ lON wmruaum~°~/u°rim~cu. umim x°10 ~'®'rc S7.A~ pp ~~ ' ' SHEET cenme Holl O'Mahon O~y ~ O8P °~ "P"" i1R'a'B"' sroxr""°N IRAdl~a.917'I®N ALAN No. C~ ` ' ~° ROAD N0. Cd/NTY FINANCIAL PROJECT /D '~" " "`"°~"~"°°''° 91ICE ~L ~1~~ SR X50 (N®~2°d~L LD-23 SR 8/l PALM BEACH 4/53/4-/-52-0/ . ~~`~ ~~~ y~~ ~~~ O ti N 2 J U Q PIPE SIZING LEGEND CALL 2 BU31NE33 DAYS BEFORE YOU DIQ PIPE SIZE GPM IT'S THE LAWI 3/4' 0-1D 1-800-432-4770 t' 11-16 ]-1/4' 17-26 0 10 40 1-]/2' 29-35 Feei SUNSHINE $ipiE ONE GALL Oi GLORIDp. INC. ^'~ 2' 36-55 -III 1 ~ R.O.W. LINE I ~ I l-- 'I III I~ _ ~ 1 i~ - -_ ~~- _-- --- -- - ...-._-_ -- -- - - I I _ d ~. ~. r" 4 ._ - _. _. _ __ __ . ~~ ~ ~ _ r~gr _ /~ _ _ - - _-_ - - - _ - _ _ _ _ - _ _ V ER 1~ ... - .... _ _ .. _ _ . _ _ . „ _ _ ... _ ,. _ _ . _ . _ , _ / ,„ . .... .. _ ... _ . C 3.. • - [~ eENTERAOFFM~01~ E ENT.. _ _ w .. _ _ _ .. w . v, _ . _ ~ w O O l5" RCP BTyP er I' 22 INSTALL CONTROLLER 'C' AND l5' RCP P.+j SR 850 fNOrI Al oke Bl vd.l RAIN SENSOR IN CENTER OF MEDIAN ~ N 3/4' -1/4' 3/4' 3/4' __ _ . _ _ _ __ _ _ IST ISH i5H ISH _ ~SH_1 ISM _ _151 .]5 . _15H _ _l5 __ _t - 1DM. .BH MSD- - - _~_ _ 1~ _ __ _ _ _- ___ -~/~ - _ _ ___ _. - -__ _ __ - - _- Q - - - - ,1 ~1 3/4' %1;_ _ ___ 3 A' 3/4' //fl?".~. -. fiyf'X.Gr.f'„-l,'x~3<3. ~Y, Y,!/7it f. 3L-~r;.:~.,.,-y ~., ~ ~,. CP - ~ " ~ - - .-_ .~.-. _. -. .._ ~ - - - _. _. _ . H_ H ._- __ _ - _ _ - _- - -- 2 __ J _-. ___ .-~ --_ -`J J ~---"- '-~'-'~~-- ---" ~H51~9Ff-10F1 ~2 ~ 15F- l5H- 'l~H - 15H'--15H- 15Ffi/~ ISH `ISH^"' - --- -3' HDPE PIPE ~ l ~ ~ ~ ~~ ~ 3/4' 1-1/4' (OIRECTIDNAL BDRE7 x / U 12' Pop-Up Spray Head l5"RCPI 1~ l5" Rtj / (Typ) C I C 2 1-1/2' MAINLINE ~ Q / I 21 I° ~ 4 ~ E%ISTING 1 WATER R _.. - _. : - _ _ _ . = METE - ,- -~ _ _ - - _ _ __ sG:O- _ l~e-, s~ ~..- ..::~~~ ,:. --}/ ,r. .-.- .. .. ~.--o,~-~ v -€~: -~._., ... o+>.. .......aa.,, .._. ... o.., -~-- .,- ~.,~`. ., mc.-= ~ nr.,- °-c--1k"k -~,o ~- --' 'A¢, -- ~-' ~ - - - - l -- -- - - - -- II I _ R.O.W. LINE EXCAVATE AREA AROUND METER TO ACCOMMODATE - I •' {~ ~~ REPLACE WALK WA~NPERTI~D.fJ.T STANDARDS. r' RAINBIRD NOZZLE LEGEND ' 15H 1.65 GPM @ 3D PSI BH .52 GPM @ 3D PSI Irrigotion Heads IST ].23 GPM @ 30 PSI BT .35 GPM @ 30 PSI VALVE NUMBER Synbol Description 150 .93 GPM @ 30 PSI BO .26 GPM @ 30 PSI • IRRIiROL Bubbler Model 533 12H 1.3D GPM @ 3D PS[ SH .20 GPM @ 30 PS] 120 .65 GPM @ 30 PSI SO .10 GPM @ 3D PSI 96090 RAINBIRD 1806-PRS With MPR Nozzle IOH .79 GPn @ 30 PS] iSSST 1.21 GPM @ 30 PSI 060®® RAINB]RD 1612-PRS With MPR Nozzle 107 .52 GPM @ 30 PSI 15EST .61 GPM @ 30 PSI VALVE SIZE GALL^NS PER MINUTE 100 .39 GPM @ 30 PSI ISCST 1.21 GPM @ 30 PSI 5 ~rsaou ~ava~nn~in ~m 0_4.~~.w..~. aw.~~, STATE OP iLORlDA D6PARTMBNT OF TNANSPI7RTAT/ON SR 8// ~ PALM BEACH ~ 4/53/4-/-52-D/ IIdRIG,4 ~'I®N ~L,4N S!d X50 <N®1d 7°~dLAdfE ~L i~dll SHEET N0. LD-24 W W x 'x 0 W 0 w' °r CALL 2 BUSBVESB DAYS BEFORE YOU DIO IT'3 THE LAWI 1-800-432-4770 SUNSHINE STATE ONE CALL Of RORIDA, INC. ~ o ro Qo ~ Feet z 0 W I I: ~ 1 -~ ' ti JAI R.O.W. LINE I~ I J I I -.I - - `~ I ~ I I I ~ol. ~h - _- _ _ _ N _ _ \ r:l- - ''~ - ~ .. 1 '.. uv , - ~ I"O V to Cl1fJ ~ _ ~ _ ~ _ - -_ _ _~ _ ~ ~/ . fR CIP FN /l .\'~ -- - Ij _ n.. awn-`~ oc ~s ~i -_ ... _ -..c -_ -_~ -. .... __ _ ....... .. w- ____.. w...----...w. ____.. .. w... .... ... v- _..._ ... w.. __..__. w. ..._ ...w. ... _ x~ .._ _.. _n .... w __ _. o `1)1 ~ D2 0 ~ l5" RCP \ 1 " 26 /s' RcPA I ° 21 + Ch \ 1-1/'~' MAINLINE N N 1, 3/A' ~ _1.e-:., -I _ i~L- ~~ - Y -. -._.- fiD RCP . _ ~-rr_ ___ -_ ~ ISES ~--- _ _._ -- ~~ _ _~. _ __---___--__ s,~ --_-_ _. _ ~.~ s CONT. ~ ~. W ~ =-•-F5G-3T~-13Efri,=18E ".r; t-~c-+f-r'~ - _-~=-•~~SBS7"tS _ -- - - - f~' 3' HDPE PIPE F--iSM~S ,, SMd"Ij - Z ? 3/A' -- 12' Pop-UP SPray Head / (DIRECTIONAL BORE) 131/4 3/4• J J yp ,p,R = SR 850 lNON nl Oke Bl vd.l SR 850 NORTHLAKE BLVD. ~ TO THETExISTINGO PIKE ECROSSING V ~ 15" RCP ROADWAY FROM E%IST77 G METER ~ I INSTALL BACKFLDW yi2E VENTER Q Q ~ / IN CENTER OF MEDIAN - ~ of ~i _ ~.- III - - _ -- _J I ~ VI R.O.W. L/NEB ~' ~ ~-' J ~ ~r ~,----- E%IS71NG 1' WATER METER S l ' ~~ u I ~ .~ RAINBIRD NOZZLE LEG END 15H 1.65 GPM @ 30 PSI BH .52 GPM @ 30 PSI 157 1.23 GPM @ 3D PSI BT .35 GPM @ 30 PSI VALVE NUMBER PIPE SIZ]NG LEGEND Irrigation Heads 150 .93 GPM @ 30 PSI BO .26 GPM @ 30 PSI PIPE SIZE GPM $ynbol Description ]2H 1.30 GPM @ 30 PSI sH .20 GPM @ 30 PS1 3/A• 0-10 • IRRITROL Bubbler Model 533 120 .65 GPw @ 30 PSI 50 .10 GPM @ 30 PSI 1' 11-16 g6p®® RA]NBIRD 1806-PRS With MPR Nozzle 10H .79 GPM @ 30 PSI 15SST 1.21 GPM @ 30 PSI VALVE SIZE GALLONS PER MINUTE 1-1/2' 29 35 888®® RAINBIRD 1812-PRS With MPR Nozzle 10T .52 GPM @ 30 PS] ISEST .61 GPM @ 30 PSI 2' 36-55 ]00 .39 GPM @ 30 PSI 15CST 1.21 GPM @ 30 PSI R E V I S I O N S uN~lu~®ICro ~~I ~~ Imlm S7.A0yq OP PLQR~1 SHEET A SC lP ION A 0 SCR/P ION ~°1° Gentile Holloway O'Mahoney ~ ~~~ oP 7Rw1v sPloiPre holy IIdRIGfIlTI®N PL,iN N0. ~~~ ROAD N0. COUNTY FINANC/AL PROJECT /D '~°°°'""~"~"'"° '®°'°°°~" Sld BSO (N®IdTHL,~]~E BL VDJ LD-25 aerr~.knsN.~ Mme, ~~~ SR 8ll PALM BEACH ~..r. 4/53/4-/-52-D/ niniam ~a~sn~ nN NnC~a~-a000m-d9P SR Polab able mnN/SLI-/-Sf-0IY mESVNmH9don CALL 2 BUSINESS DAYS BEFORE YOU DIO IT'S THE LAWI 1-800-432-4770 SUNSHINE SIA1E ONE CALL Of FlOP10A INC. -'~ 0 /O 40 ~~1 Feet ~ I' ~1 ~ A~ '/ ~ Q- i ,-I `~..J _ R.O.W. LINE J i _ I ~ /" \' -i _ !,:0 V-lo utl~ - : ,: - ---- - -- - - - - - ' ' " . -- - __~._ ,y. f~. //~. - _ _ - - .. ... __. - - _ ~_. .ai va IAFfllnif - .- ....... .. ...................- .-- ~llT_- ..- _-.__- _ __ -__.. .._..~~ .. _ __..-- .. -_ .. .._- _wR u -_...__ O N 1°23 INSTALL CONTROLLER D' AND RAIN SENSOR IN CENTER OF MEDIAN i2' Pop-Up Spray Head / 3' HOPE PIPE (DIRECTIONAL BORE) V .F ~ YP M Ol N -. --. .--5-. 3/4 SM-}5- ___ SH }5H- 511 .. 4511 .. F9H_, _1 - ,5._ _ ._ _ /32 /33 I~_ISrcT IS[$,}- 1• ISEST 1-1/q• ~ Q ~ Q ~ _ __ ~_~___ -_ ______~~~ ____ - - _ 1•~q '~ _ _ ___-_ _ _ _ . __,-,- _. i~ 3/4' _---ISEST 2 ( j} . - ._r~_ ;__. ~ -.-~-- T 2 1%4' ' 3/4' 1~ 12' Pop-Up Spray Head ITYP> ~ J l 4 f ~ ~ l-I/2' MAINLINE D4 D5 ~ ~ ti 1"23 1° 17 I -_-___-fi"C/fl--------___- ~ ~ Q - __ _ I ~~I -~ -' ~.. ~-- I R.O.W. LINE ~~\~~~ '. \ W ~ / J I I---- r ~ I--- -- - I~ ~ I \I, I I RAINBIRD NOZZLE LEGEND ISH 1.85 GPM @ 30 PSI BH .52 GPM @ 3D PS] 1sT 150 1.23 GPM @ 30 PSI .93 GPN @ 30 PS] BT BO .35 GPM @ 3D PSI VALVE NUMBER .26 GPM @ 30 PSI 12H 1.30 GPM @ 30 PSl SH .20 GPM @ 30 PSI 120 .65 GPM @ 30 PSI 50 .10 GPM @ 3D PSI lOH .79 GPM @ 30 PSI 15SST 1.21 GPM @ 30 PSI 107 .52 GPM @ 30 PSI ISEST .61 GPM @ 30 PSI 100 .39 GPM @ 30 PSI IsCST 1.21 GPM @ 30 PSl VALVE SIZE GALLONS PER MINUTE VISIONS ~aea~ mx~ nu~ u~en ~4...~N.,.a.N ~..w.N.,,, PIPS cnlNr, i crcun PIPE S]ZE GPM 3/4' 0-10 ]' I1-16 ]-1/4' 17-26 1-1/2' 29-35 2' 36-55 STA78 OP N.AAmA OBPARTMBKI OF 7RANSMRT.f770N - R.O.\ W LINE L. ^ f_I ~,_~ f ~ as u_ : f L- o as f F . Irrinn tinn Han Nc SR 8/I I PALM BEACH I 415314-I-52-0/ Synbol Description • IRRITRCIL Bubbler Model 533 66060 RAINBIRD 1806-PRS With MPR Nozzle 880®• RAINBIRD 1812-PRS With MPR Nozzle IRRIG.4 TI®N PL.iN SR 850 (N®RTHLr~X.E BL VDJ SHEET N0. LD-26 CALL 2 BUSINESS VALVE NUMBER DAYS BEFORE YOU DIG IT'S THE LAWI 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA INC. ' VALVE SIZE GALL❑NS PER MINUTE 0 10 40 Feet . II , R.O.W. LINE 1 i' 'I — 4 It AvI VA E'� E4' 1 ... _« .1.I;c_...-..._• _ _ V ui CONNECT V Io 24 CCP GTO HE EXIRS NRdGATIGN UNDE EdMFN� PIPE CRSSIN r-1-11'2*MAINLINE,q- w FROM MEDIAN TO MEDIAN. 1/4 Q l 3l/ 3/4 -3/4' 3/4' 1 ;3/4 1` 15— - -'-- i 11/4' -0..3%M'-tOK-t0i�10 = 3/4 3/4' 3/4' I ti 2' Po y ti CONNECT BACKFLGW PRE VENTER INSTALL CONTROLLER 'E' AND I (T p) P-Up Spra H-1 m R TO THE EXISTING PIPE CROSSING RAIN SENSOR IN:CENTER OF MEDIAN ROADWAY FROM EXISTING METER EXISTING 1' WATER METER INSTALL BACKFLGW PREVENTER I IN CENTER OF.THE MEDIAN f'pn,_- 6'I'lu I I I R.D.W. LINE n II li n I �— °0 Z:3 F I U II II w RAINBIRD NOZZLE LEGEND 15H 1.85 GPM @ 30 PSI 8H .52 GPM @ 30 PSI ` PIPE SIZING LEGEND BUSINESS 15T 1.23 GPM @ 30 PSI 8T .35 GPM @ 30 PSI TROPICAL AUTO FOR SALE 150 .93 GPM @ 30 PSI 80 .26 GPM @ 30 PSI SALES PIPE SIZE GPM e° 8 12H 1.30 GPM @ 30 PSI 5H .20 GPM @ 30 PSI Irrigbtion Heods 3/4' 0-10 z 120 .65 GPM @ 30 PSI 50 .10 GPM @ 30 PSI Symbol Description 1' 11-16 IDH .79 GPM @ 30 PSI 15SST 1.21 GPM @ 30 PSt • IRRITROL Bubbler Model 533 1-1/4' 17-28 4 IOT .52 GPM @ 30 PSI 15EST .61 GPM @ 30 PSI 1-1/2' 29-35 0 960®® RAINBIRD 1806-PRS With MPR Nozzle 2' 36-55 F 100 .39 GPM @ 30 PSI 15CST 1.21 GPM @ 30 PSI O 0000 RAINBIRD 1812-PRS With MPR Nozzle w Q REVISIONS �YOIa u�m DATE BY DESCRIPTION DATE BY DESCRIPTION ®wmo STA78 OF FLORmA SHEET G®tile Holloway 0'M2IlOII DEPARTMENT OF 771AAISPORTA77ON IRRIGATION PLAN N0. ROAD N0. I COUNTY FINANCIAL PROJECT/0 SR 850 (NORTHLAKE BLVD-) LD-27 SR 811 PALM BEACH 4/53/4-I-52-0/ fMln 6/A/ELTS IN9tl9 PY YtY'A00!-OCCOW-OAE SR 6llOU Olr/e IM1YNIAW-I-SY-0IVmtlmpylmYOEl�n CALL 2 BUSINE8S DAYS BEFORE YOU DIO IT'3 THE LAWI 1-800-432-4770 SUNSHINE STNIE ONE CALL Of TIORIDA, INC. ~~~ ~ ~ ~ ~ I III --I~ I III. ~-. .~L - / - - ~ ~~ -~- - I - ~ _ - ~~- --~ 1 _ ~ _ _ ~ F.I. ~_ ..F 2 ~ F 3 , + 1"k~ cP 1°23 1n23 ~ 3/43/41 I 3/4_3/4. ~ _ _ ~ _, 1 1/4 3 1 2 ~ 3/A'RCP1,1/2' MAINLINE 3/4' U CONNECT TO THE EXISTING INSTALL CONTROLLER 'F' •` IRRIGATION PIPE CROSS~NG SENSOR IN CENTER I UNDER PAVEMENT FROM CONNECT BACKFLOW P ~ MEDIAN TO MEDIAN ~ TO THE EXISTING PIPE ,-., _ _,~_I ROADWQY_FROM ~(J$T_ ._ ~~/ I - -I .~-...--_ I _ ~i ~I n W a 0 O 0 IO 40 I ' -~-. - - ~ ~ F® I ~ I I;, / \ ,I ~~ ;_I~I II , ~~~ ~ ; ~ ~ ~~ ~ -~~ fl ~ I I ~; ~ ~\: r'~;I ~~ I - ~ I ~. ~~ --1 L - -- ~ '',~ ~_ .O.W. LINE ~~ r -r =__ -er- - - - ,~:'`f \, ,.- - -- 1 -- ~-- --- ~ - _- ~- ~~F ss s s ssissY ~ ~ 1 ... FS~ - --- -- - ---- - ---- - - ,..-_ - _ -• - -- - - o I" 24 ~ o l5' RCP ~ 2' Pop-Up Spray Head lD 'A' 3/4 ~ 3/A' -,~<• .' ~ 145 / I .. .__ _ _ ~ ~4" RCP . i. 4~, RCP1 _ h . ~ , 1 , - _ _ _ _ _ - _ - ~~ - W - - 4' \ 2 3/A' 3/4' fTYP.! ~~ J ND RAIN INSTALL BACKFLOW PREVENTER MEDIAN IN CENTER OF THE MEDIAN SR B50 lNOTthI oke BIVd.1 ;p•n~ fN' l>°RCP ~ BOSSING EXISTING 1. WATER METER , ° ~ N ~1 w Mt:1ER - - - - ~- - - .-.' - - _ -t~-~- vo: Fd'JnER'U - -~ o.G4a I I, ~ D ~ r~ ~, _--_ - I - ~ ~-~--t = -~ ~~~ III ~. ~ - -~ ~ ~ " 1 ~ lrlr'~~'rt+/~ ~ 1 ##~~~~~ ~` °, -~ - - _ °_ ~- - -~ I ~ III R.O.W. L lNE I UI N I:' , I'' % ~~ R.O.W. LINE I~ I_ -I - - - I f~ I I_ L' \ ~ ~:I ^ ', I ; ~~,• O j~ a~' I -cn ca s`iNarrm ~ M 1 1 1 1 1 1 li i- C I' III ! ~ ~ ®; ^^a ~: _ ,.' ~ ~' ~ I I VALVE NUMBER VALVE SIZE GALLONS PER MINUTE RE 3 RAINBIRD NOZZLE LEGEND I i ti H 15H 1.85 GPM @ 30 PSI 8H .52 GPM @ 30 PSI rr ga on eads PIPE SIZING LEGEND 1ST 1.23 GPM @ 30 PSI 87 .35 GPM @ 30 PSI PIPE SIZE GPN 150 .93 GPN @ 30 PSI 80 .26 GPM @ 30 PSI 3/A' 0-]D 12H 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI 1' 11_16 120 .65 GPM @ 3D PSI 50 .10 GPM @ 3D PSI 1-1/A' 17-26 IOH .79 GPM @ 3D PSI 15SST 1.21 GPM @ 30 PSI 1-1/2' 29-35 10T .52 GPM @ 30 PS[ 15EST .6] GPM @ 30 PSI 2' 36-SS 100 .39 GPM @ 30 PSI ISCST 1.21 GPM @ 30 PSI °~PO" ~~ "®"" ~~O ST.f 78 OF FZORmt JESCR/PT/ON ' ~saw~lyslvr OP 7RANSPoY7TAT/ON IRRIGATI®N PL,~N Gentile Holl O Mahon Ol~"dy ~ ROAD 0 Nr CO F/NANCIA PROJECT /D ~+^~-^~'^~'~- N . U L ~R B50 (N®RTHL.~I~E BL i~DJ ,~~~a~~,„~,,,~,~,~0 SR 8/l PALM BEACH 4153/4-/-52-0/ Laln 8/Y//EW9 432x21 PN YrCAaT!-IX.Ctl~01iMP SR &IME Olx/s Mn~nSW-/-31-M SHEET ND. LD-28 vmtlaWWmb2l.Opn Synbol Description • IRRITROL Bubbler Model 533 066®® RAINBIRD 1806-PBS With MPR Nozzle ®60®® RAINBIRD 1812-PBS With MPR Nozzle CALL 2`BU81NE8S DAY8 BEFORE YOU DIO IT'3 THE LAWI 1-800-432-4770 SUNSHINE STATE ONE GALL Oi iIORIDA INC. ~"' I H I ~ I I ~ R.O.W. LINE ~ I P~~`I ~1 ~ I ~ ~ l~~ II JI I \ I _ -~ ~ LEI TAT k ~ T -o~- _ ~_ ~ $~ ~ ~ _I PFD ~I ° /® °I I Feel __l=,_:- II ~ ~~ --+ ~ ~ ~ 33" RCPT I j ` __ I I II /~~ ~ ~ II ~ ~ C ~J u GRAVITY IAPIfI I ~,~ ~ ~' ~ II L1 rfiC-TR =_-~: 00 ~ ~ SR 850 (NOrf AI oke Bl v0. J 133" RCP - O + 18" RCP I Bubbler (TyP> IS" RCP I 'I' V / _ _ __ ,.._ _ _ (T yp ~P-UD SPrnY Heod ~ ~ _ _: ~.-tea- -y_ -,_ ~~, __ .__ _- _--_ __ -_ ~_ I /4' _ 1-1/4' ~ _,_ .-, __ _.- ._ .. 3T 1 __ ~ W _- ~ ___-._ ~ .. _ --. _.:_ _._. ~._._.- _ ~ .__ - r z 33`RCP 150 ~15~-= J iF RCP ~ _ IS 1 15 = TIE INTO EXISTING IRRIGATION SYSTEM 3/4 J PND IlNSTPLLIS2I8UB8LERS TPOR TREES ~ \\ AND INSTALL 2 BUBBLERS PER TREE EXISTING COn?,R~PIR ~ 1 ~ -~- -~~,-. ~-~1~o ~~f=-rr'T~ ~ '~Y°.; E ~ -o~ 3} `_,xc = ~-- ` - nor"' - j l ` ` __T „. -~= ~V -_~~~_~~~ ~1 -~_=-'~`~ ~~,-~j it I\f° ~~-- ~R.o.w. LINE-T-~- ° '-~~ _ _ II m~ t ~ 11 `~ I\ I 1 `~ l~I_" it I - _ . I~ Y,1 . li, ~- ~~1 RAINBIRD NOZZLE LEGEND ]sH 1.85 GPM @ 30 PSI 8H .52 GPM @ 30 PSI ]ST ].23 GPM @ 30 PSI BT .35 GPM @ 30 PSI ISD .93 GPM @ 30 PSI 8D .26 GPM @ 30 PSI Irrigotion Heods VALVE NUMBER 12H 1.3D GPM @ 30 PS] sM .20 GPM @ 30 PSI Synbol Description 120 .65 GPM @ 30 PSI SD .t0 GPM @ 30 PSI • IRRITROL Bubbler Model 533 10H .79 GPM @ 30 PSI 15SST 1.21 GPM @ 30 PSI 600®® RAINBIRD 1606-PRS With MPR Nozzle 10T .52 GPM @ 30 PS] 15EST .61 GPM @ 30 PSI O00®® RAINBIRD 1612-PRS With MPR Nozzle lOD .39 GPM @ 30 PS] 15CST 1.21 GPM @ 30 PSI VALVE SIZE GALLONS PER MINUTE DATE B1' DES[R/PT/OM ATE BY DESCRIPTION ~' :nu>,m~in u~ol ~~~°1O ST.f78 QP /T.D~PmA SHEET Gentile Holl O'Malwn nlaay ~ °~ "~"'~ °Y"'P"" '~ORTA7O"T IIdIdIG.9 TI®N PL.'l N ao. " ROAD NO. L101/NTY FINANCIAL PROTECT ID ' "'"'"°""°"'°°~"°"° Bld BSO (N®IdTHL,iI~E BLVD) LD-29 ~w~~M..a~41.s>~,~A+~s SR 8/I PALM BEACH 4/5314-I-52-0/ CALL 2 BUSB~IESB DAUB BEEFORE VOU DIO R'B Tt~ LAWt 1-800-432-4770 - ---~ SaxSxtxE SI~tE OxE C/ux Or RpttJA wC I ~~ I ~~ II I II I~! ~ `~I ~~ ~ ~ - I II I~ ----- I / ~ _I- --I I_I I -- Ij o ~ ---- I R.O.W. L lNf _-~- P6=x"`~ h V ti _ _ . _„ ~.~.~ u~J g• Pop-UP Spray Head ISN 3/A' (TYP) ISN -15H ISN SH 2H ION fON ISCST ISCST ISLS? -~---q ~- = _ _ _ - - - - - - -~ _~ ~ 1 1/4 .~ - ~e _ _ BN 1-- / ISN ISN ICU cu .~~ ~d. =12H ION _ __ T - _ I'_I/2' MAINLINE) 3/qJ (POINT OF CONNECTION) - _ -ANONEXIST NG LIONTROLMW RESE ---__ _~F__ _-_. _ __ . .. . ~t - - ~ ~ -- I J/-- - n i~.~ I ~ ~ - , ., 1-- _ ~__-L_ _- .IIJ CP u~ ~ 71~ RAINBIRD NOZZLE LEGEND m °' J R.O.W. L lNE i ~ ii 15H 1.85 GPM @ 30 PSI DH .52 GPM @ 30 PSI 1ST 1.23 GPM @ 30 PSI 8T .35 GPM @ 30 PSI 150 .93 GPM @ 30 PSI 80 .26 GPM @ 3D PSI 12H 1.30 GPM @ 3D PSI SH .20 GPM @ 30 PS[ 120 .65 GPM @ 30 PS] 50 .10 GPM @ 30 PSl 10H .79 GPN @ 30 PSI 15SST 1.21 GPM @ 3D PSI lOT .52 GPM @ 3D PSI ISEST .6] GPM @ 30 PS] lOQ .39 GPM @ 30 PSI 15LST 1.21 GPM @ 30 PSI ]rriou tion Heods SR 850 fNOrthloke BIv0.1 _>crcr_l5CST _ 15CSi ISCST_ ISCST ~5! ' PoP~UP SDraY YP) ~_~ Synbol Description • IRRITROL Bubbler Model 533 00690 RAINBIRD 1BD6-PRS With MPR Nozzle 0009• RAINBIRD 1612-PRS With MPR Nozzle I 15" RCPT 156 ~. /S" RCP// ~~~~__6~1%'/ ~~ \~~CB\ IS"RCP/CB~////// U ~~~ i~ 1' i \i ~ i ,i ~ i W Q i ~I - I I ;a ~ ~I 3 o a, i ~ a R.O.W. LINE // VALVE NUMBER VALVE SIZE GALLONS PER MINUTE 0 IO 40 Feef __~ __ _o Q F- 157 ~ -~- Ls ~ w - ? _ - - Z U F- Q A [n DESC / ION ~ ~A ~ OESCR/P7 N o.i ~u~ xu e • '~" STA78 OW 6LORmA SH£ET Gentlle Holl O'INahon ', o~y ~ `,`' ~ RDAO NO. '~~~ ~ nvw COUNTY sF~Pre7for' FINANCIAL PROJECT ID IRRIG.9TI®N PL.~N N0. ~"'°""°`°"""°"'°'°"°~` ~,~~~,~a„mK,,,,,~„~r,~,,,~~ SR 8/I PALM BEACH 4/53/4-/-52-0/ ~R B50 (N®RTHL.~KE BL VDJ Lo-3o ~«/~ eiz~izrm arssm rN uncum-oocom-avz sN enov w..ro nwrwls.Iro-I- sz-alv ma..wwmrezaec~ CALL 2 BUSINESS DAYS BEFORE YOU DIO IT'S THE LAWI 1-800-432-4770 SUNSHINE STATE ONE CALL Of FLOFIDA. INC. ~~' 0 /0 40 ~I~ I ~ Feef _ ~ I r o~ - ~ "I`t' -- - - ~- ~ ~ ~ ~~~.~_~ ~~~ I ~ --- ~ --- ----- ~ I~II'I ~ ~'~ Pet`re~ ''-^ R.O.W. LINE ~ ~ I ~- .~ ~ - ~~ T~. . L_ • e~ f ..~ i u r .: - c -1 ~_ -~M. a - ~ - - - ~ ~ ~ - sc - ~~ °: ~ .. -_ ~ ~a ~~aN-tir~ K~ r-;xd~r c nv,nnd~~k - ~/ o _ -. .. -.- ~ -~ ~- Jan .. _ _ .. .. - 0 N ~ INSTALL CONTROL WIRE IN I' CONDUIT + 'I• TIE INTD E%ISdING:HRRIGATION SYSTEM SR 850 fN0lf AI Oke BI v0. J WHEN t SIDE SLEEVE WITH MAINLINE N ~ EXISTING 2pNE VALVES AND INSTALL-2 BUBBUERS PER TREE Lp I 6' HDPE~~[PE (7• Pop-Up Sproy Hend Q - - - P~/I <DIRECTI$NAL BORE> yp _ Q ~ - _-~- - _ ~„~ ,IR F'rP I • • `a il,.>' ~, ~i'S ~ ~ I ~" ~''` iSEST ISCST 1`,ICST 15CS~T ISCST ISCST ISLSr 1 CSTLISCSr~ ISCST ISICST ~i~ls_E -. cn • - -- z:~ - ,~,,~: -- -_ _y, - _ - - - _ - _ - - - W -- r - --- - __ - -__ -- -____ - _ _- ? - - _ _ -_ --___ , I:G - ' CONNECT NEW 12' MAINLINE 2' MAINLINEI J ? TO THE E%ISTING MAINLINE. VALVE SHOWN IN ROADWAY U U /5" RCP ~ MAINLINE SHOWN IN RDADWAYJ HI FpR GRAPHICAL CLARITY. I~ FOR GRAPHICAL CLARITY. C ~ y/-E ISTING 1' WATER METER rf°ua ROOFRMEDIAN V 6r: '- ~7T ~. ~.~ _` ~~.T 1- r.-.~ _ = bE ~ ~-- :~`~. _~-..-._ _~oE _ of-_ -nEry~ - - _ 1'17 INSCENT --.- - --- - - - ~\ / Itll _ _ ~ - / Ll ~ /f/ ~i ^ f- c~`9-== - --~ -~3nr- r` E _ ~ M CONTROLLER •H• -rte ~' ~ _ _ _ R.O.W. L lNE ~ REPLACE EXISTING IRRIGATION CONTROLLER '~ M l~ _ ~ ~ I~ ~ ~~ ~ WITH RAINBIRD MODEL ESPL%M ;~_ ~" _ Tom. ~__ _ ,' ~~~~ r INCLUDING D-STATION MODULE «-_ ~ ~ ~~ I I -~ _ RUN CONTROL WIRING FROM THIS IRRIGATION Il ell; ~ I ~Ji~ CONTROLLER TO THE REMOTE CONTROL VALVES ll ~I / THROUGH EXISTING SLEEVE CROSSING ROADWAY l all; .m I `~ RAINBIRD NOZZLE LEGEND ISH 1.85 GPM @ 30 PSI BH .52 GPM @ 30 PSI VALVE NUMBER I5T 1.23 GPM @ 30 PSl BT .35 GPM @ 30 PSI i ti H I 150 .93 GPM @ 30 PS] 80 .26 GPM @ 30 PSI rr go on eads 12H 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI Synbol Description 120 .65 GPM @ 3D PSI 50 .10 GPM @ 30 PSI • IRR]TROL Bubbler Model 533 10H .79 GPM @ 30 PSI ISSST 1.21 GPM @ 30 PSI 6680® RAINBIRD 1806-PRS With MPR Nozzle VALVE SIZE GALLONS PER MINUTE 10T .52 GPM @ 30 PSI 15EST .6] GPM @ 30 PS1 808®® RAINBIRD 1812-PRS With MPR Nozzle 100 .39 GPM @ 30 PSI 15CST 1.21 GPM @ 30 PSI .mur~..••~~ um~.n ®w~ oummavaieuunoan Gentile Holloway O'Mahoney STA78 OP PLQRm1 DBP.UP77fBNl OP 7RANSPY)RT.f770N IIdIdIGATI®N PL,iN ~R B5O (N®IdTHL,iJ~E BL VDJ SHEET N0. omw~~m ~&~~,~, """°r""'sI SR Bll I PALM BEACH I 4/5314-1-52-0/ LD-3l g0 G W i N CALL 2 BU81NE88 DAYS BEFORE YOU DIO IT'S THE LAWI 1-800-432-4770 SUNSNME STALE ONE CALL OF ROFIDA INC. / o ro a ~~ -------- ------- ---1 Fee! III^~ ~ _ ~'~~.~ I u ~I \ n\\~~\~~~~~~ \ _' \~ "/'_\~~~1 ~' 1~ // ~~i'~~ I J I - ~ Q, ~,_--__ .~. ~ ~I I1 f I R.O.W. LINE - y- ~ =~I= = I ~ `~ ;~ ~ ~~ a~~~~~ ~ - t X11 ~i / ~,, .; ~-~ - _.._e. v~ _ : .. ,. -.~.. ~ ~.~ y . / ~ .~, :k...JV ~...._- ~.~.,.,_, ,.y ...~. ~.-.- __ -~ ~ _ ~ J -. ctnvr%Lr aln - ~flL _ I y~ ~~ _ _____ _ _ " _ - b B" - I ~ v µ INSTALL CONTROL WIRE IN I' CONDUIT ' 'I' + (7" Pap-Up $prny Hend WHEN INSIDE SLEEVE WITH MAINLINE LU YP V~• 3/A• I1 3/A• 6' HDPE PIPE (TYP)aP-UP Prny Hend ~ ~ (DIRECTIONAL DORE> I¢\' /63 _ _ se3T-asE-sa-lassT-acts( l65 /6~ 3.a• r r a/n. /67 X68 N °- ---- -1-l/4' - -- - - - ~_. ISESTi ISCST d9CST I5~gT, ISC$_T ISCST 1 CS SS57 13CS LS1 ~SCSL~IL-~~STLI9CST p5CS715LSd IS~f,$i~ISGSI_I h ._ ~_-_._- ~~ -____. _._._.l-..__ --,. -.._-_ -__, ..__---_- __--- __-_ - - _- ____ _ 2 2 ~ VALVE SHOWN IN ROADWAY - - - - - - - - - - - - - - - - - - - - v J /r Z ~2' MAINLINE FOR GRAPHICAL CLARITY. ~ VALVE SHOWN IN ROADWAY 2' MAINLINE = H2 INSTALL CONTROL VALVE MAINLINE SHOWN [N ROADWAY 2' MAINLINE) H3 FOR GRAPHICAL CLARITY. I ti ti I" I6 IN CENTER OF MEDIAN, FOR GRAPHICAL CLARITY. 1" ]~ INSTALL CONTROL VALVE ~ R.O.W. LINE ~ IN CENTER OF MEDIAN. _ _ ~ 1 ~~~~ II - - _: ~ --- /~ u ~.-----~---'~~-~~ _~` ~ ~~-__ -_-,~~ v~ it '~I h~~ ~I ~~ "~ ~"'-" ..i - '~ \ ~ ~ i~ i~ III ~~/_ \l, ~'\ Ii ~1. III RAINBIRD NOZZLE LEGEND ISH 1.85 GPM Q 30 PSI BH .52 GPM Q 30 PSI I5T 1.23 GPM~Q 30 PSI BT .35 GPM Q 30 PSI VALVE NUMBER 150 .93 GPM 2 30 PSI 80 .26 GPM E 30 PSI Irrigation Meads 12H 1.30 GPM E 30 PSI SH .20 GPM I? 30 PSI Synbol Description I20 .65 GPM i? 30 PSI 50 .f0 GPM 2 30 PSI • IRRITROL Bubbler Model 533 IOH .79 GPM ¢ 30 PSI ISSST 1.21 GPM 2 30 PSI gppg0 RAINBIRD 1806-PRS With MPR Nozzle VALVE SIZE GALLONS PER MINUTE 10T .52 GPM E 30 PS[ ISEST .61 GPM 2 30 PSI 9®O~® RAINBIRD 1812-PRS With MPR Nozzle l00 .39 GPM p 30 PS[ ISCSi 1.21 GPM Q 30 PSI R E V l 5 / O N S ~~~*a ®~ q~ ~"^ ~ STA78 OF F/.OR/DA SHEET OAT BY OESCRIPiION GATE BY D SCRIPTION DEP RTMENT OP 7RANSPORTA7TON N0. O'Mahoee Geetlle Hollowa A L.'BNASC~PE PLAN y y ® ROAD N0. COUNTY FINANC/AL PROJECT /D ' `~°""~^"~"°~"®"'°~"° 8Id 850 IN®1dTHL.4l~E BL [~DJ LD-32 "__ _ _ __." __._.__~ ___~__ SR 8/l PALM BEACH 4/53/4-1-52-0/ CALL 2 BUSINE33 DAYS BEFORE YOU DIG IT'S THE LAWI o® 1-800-432-4770 Feel $UNSHME STATE ONE CgLL OF TLORIDA, INC. 1 Z4"X12' I II ~~I -yc-, R.O.W. LINE ~ - _ _ va FlaFrrc ~; ~R rain ~.~,~-ono :o~.~ o ~ - ~L,.,J1 -`A\__'yflc~Ft,~C.~ '~ ~. ~. Tr_°s ~Lm..n._ 1 _,~. ~ ~ - -=- ===-w -_ -__---- _-- - - - -_ _ - _--- __ - --_ -- INSTALL LONTRpL WIRE IN I' CtltlNDUIT p ~ (T• Pop-Up Spray Hepd WHEN INSIDE SLEEVE WITH MAIf~17~ } V yp SR B50 lNaft Al oRe BI V0.1 + 3/q 6' HOPE PIPE M 3/q. 1 (DIRECTIONAL BURE> ~ ~ IS C sr /70 3.q•17~1 /72 _ _ -_ 3/q• _ ti - -- - ~,~----- 15E T ISLST 15CrST ]SCS7~1_SCST. ISCST_15 TI•ISC LSLST - -_ - _ _ - __ _ - ~ ul _ _._ ._ .i... -vn• CST _ - - ~ - -_ _ _ - . _ __ .. _ ~ 1-I/A W T --_ _ -, 2 2' MAINLINE) ~ - - - - - - - - - - - '~ ~ ~2' MAINLINE _ = VALVE SHOWN IN ROADWAY ugWE SHOWN IN RDADWgY ti VALVE SHOWN IN ROADWAY FOR GRAPHIIsdt CLARITY] H5 H6 FOR GRgPHICAL CLARITY. Q i' H4 FpR GRAPHICAL CLARITY. IN$TgLL CONTROL VALVE ~ INSTALL CONTROL VALVE MAINLINE SHOWN IN RpgDWAY INSTALL CONTRpL VALVE I ° I J I ° I4 - - - - - IN CENTER OF wCOIAN. - S` I 17 IN CENTER pF MEDIAN FpR GRAPHICAL CLARITY. IN CENTER pF; MEDIAN. _ 1 ~G}J- I~~ ~_- `°'* ~.~I_.___ 1.._ _ ./.~ _i~ ~~l I I ` ~ ~{ ~~/ R.O.W. LINE' , ~~_~ a, 9 ~ ~ I II~ ~` ~ ~ - .,=~ i ~ I -------~- -- II I II i~ I I ~I ~ ~ ~- ~-~ o !~ ~~ I i~ n ~I I ~ ~ ~_ ~ O ~ _ ~ I~ n I it ' _ RAINBIRD NOZZLE LEGEND ISH 1.65 GPM @ 3D PSI BH .52 GPM @ 30 PS] VALVE NUMBER ]ST 1.23 GPM @ 3D PSI 8T .35 GPM @ 3D PSI 15D .93 GPn @ 30 PSI 80 .26 GPn @ 3D PSl Irrigation Heads 12H 1.30 GPM @ 30 PSI SH .20 GPM @ 3D PSI Synbol Description 120 .65 GPM @ 30 PSI 50 .10 GPM @ 3D PSI • IRRITROL Bubbler Model 533 10H .79 GPM @ 30 PSI 15SS7 1.21 GPM @ 30 PSI 6680® RAINBIRD 1606-PRS With MPR Nozzle 10T .52 GPM @ 30 PSI ISEST .61 GPM @ 30 PSI ppp6® RAINBIRD 1612-PRS With MPR Nozzle VALVE SIZE GALL^NS PER MINUTE 100 .39 GPM @ 30 PSI ISCST 1.21 GPM @ 30 PSI GATE BT REVIS $C /P ION IONS A BY DESCRIPTION uror.~au~x°)~r ~ W uomn ~~O SJ'w 78 Of• /3.QRmA SHEET Genttle Holloway O'Ma6oney DBP w~avr or nrrwlv sroxrwnoJV L,~NDSC'tgPE PLAN No. CI! a~~ © RDAD N0. CWNTY FINANCIAL PROJECT ID ...~.,~~.... SR B50 (N®RTHLr~KE BLVD) Lp-33 ~.....-~,.t,..a~ ~H.~.e,~ --w..a.m SR 8/I PALM BEACH 4/5314-1-52-0/ END IRRIGATION A ! N 4+06.00 !4153/4-1-52-0/1 NORTHLAKE BLVD. W. LINE °o ti 2 J U ti ]SH 15T 150 12H 120 IOH ]DT ]00 ce j (T• Pop-UP SPro~~~od~ YP va ~ SR B50 fNORTHLANE BLVO1 - , .. ~ ,ice-~-,--r_,.-. e- ~~- ~ _ ~ R O.W. LINE h{F;1 1 1t-=- -1i11~ 9 0 `' 1 '. P' ~~ 11 II } 11 ~~ n 1~~~ ` 1 L°1~ 11111 I ~_~ I~ 11 111t• 1 I { it I ~~ ~r ~ i y. m• - - - _ _ _ 6'OlP PAI r •'1~ - - ~ ~ CALL 2 BUSINESS DAYS BEFORE YOU DICt IT'S THE LAWI 1-800-432-4770 SUNSHINE STATE ONE CALL Oi RORIDA. IND. - ~------ ~~ ES 1 1 -_----------- --- -- - - - 1 `-~------- '° : ~ 1 1 r~ -~ ~ EXIST. PAVERS` = I ----~~ TO BE MAINTAI Nf ', I SHORf COURT . 1 _ __________ SIGNALIZED ~ ~- _° z - - - _ - - INTERSECT/ON//A~1-1 ,,,o;-:.-T-----: o.KE -. ~: _ ... - - - p_ -_T_-g F~ // i/ RAINBIRD NOZZLE LEGEND ].BS GPM @ 30 PSI BH .52 GPM @ 30 PSI ].23 GPM @ 30 PSI BT .35 GPM @ 3D PSI .93 GPM @ 30 PSI BO .26 GPM @ 3D PSI 1.30 GPM @ 30 PSI SH .20 GPM @ 30 PSI .65 GPM @ 30 PSI 50 .10 GPM @ 30 PSI .79 GPM @ 30 PS] 15SST 1.21 GPM @ 30 PSI .52 GPM @ 30 PSI ISEST .6] GPM @ 30 PSI .39 GPM @ 30 PSI ]SCST 1.21 GPM @ 3D PSI \~` 11 '. `~~ ~ 1 ip 1`\11111 ,1 1 11 ~1 1 p ~ '. ~ ~'` ^~C-1~ --r-r--111 ~ _.- -- ~ 4 iii 11 ~l ll ° L , n 11 ,~, 1 ~Il :I 11~a1 ~r`I ^~,~I1m 11 °t ~ ` ~~ ~', . m '1 I'i, I - 11 ' 11 ~ i 11 1 1 1~ I I I 1 ~ i •' Irrinntion Hends Synbol Description • IRR]TR(1L Bubbler Model 533 660®® RAINBIRD ]806-PRS With MPR Nozzle 0006® RAINBIRD 1812-PRS With MPR Nozzle 0 fD m feet VALVE NUMBER VALVE SIZE GALLONS PER MINUTE R E V I S I O N S OA E BI I ION 7 DESCR/P ION ~ymr~~ um~m o S1•A78 0P ROR~f SHEET Cr~ Gentile Holl O'INah / OM2Y ODC~' ~ ROAD N0. '~MBNT op 7RALV COUNTY SPO/7T.1790N FINANCIAL PRQIECT /D L.~NDSC.iPE PL.~N N0• "''°""°°'°`'''""~°`~'° o~mw~w.h~xvw,a.rnnn .....rr.r.0 SR 8ll PACM BEACH 4/53/4-/-52-0/ 5R B50 (N®RTHL.i1~E BLVDJ LD-34 .ern eizrizms 5ASO4 PN N,~cumKxmm-oaz sN wroro ano rnrwrva-r- sz-or wmscnnvnrozeacn Irrigation Heods Irrigation Equipnent Tnble C^NTR^LLER A WATERING SCHEDULE C^NTR^LLER E WATERING SCHEDULE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P.M. RATE 1 A 4AM 14 2 14.00 1.75 2 A ]5 2 24.00 1.57 3 A IS 2 24.00 1.57 4 A 15 2 23.00 1.59 Ounntity Synbol Description 54 • ]RRITROL Bubbler Model 533 25 666®O RAINBIRD 1806-PRS With MPR Nozzle 405 0006® RAINBIRD 1612-PRS With MPR Nozzle Pipe CLaterol) Quontity Synbol Description Size 955 ft Schedule 40 PVC Pipe ]-1/4' 920 ft Schedule 40 PVC Pipe I' 4930 Ft Schedule 40 PVC Pipe 3/4' Pipe (Mainline) Ounntity Synbol Description Size 1490 ft - - - Schedule 40 PVC Pipe 2' 1220 ft ------- Schedule 40 PVC Pipe ]-1/2' Pipe (Direc tionol Bore) Quantity Synbol Description Size 350 ft Direc tionol Bore Pipe - HDPE 6' 400 ft Directional Bore Pipe - HDPE 3' Electric Valves Quantity Synbol Description Size 23 IRRITROL Model 700-] and PVC Bnll Valve 1. LEMA 1600H Solenoid w/Valve Adopter 30-924 10 ® IRRITROL Model 700-1 and PVC Ball Vnlve 1, 24V Solenoid Controllers Quantity Synbols Description Size ® ® LE1T 4004 Light Powered Controller Mounted 4 ©~ on 32' Colunn w/ SKIT 8621-4 Connector 4 Stntion and RAINB]RD Rain Sensor Model RSD-BEx LEIT 4006 Light Powered Controller Mounted 2 ®~ on 32' Colunn w/ SKIT 6621-4 Connector 6 Station and RAINBIRD Rain Sensor Model RSD-BEx 1 ® RAINBIRD Model ESPLXM Controller with 16 Station 8-Stntion Module Model ESPLXMSMB PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P.M. RATE 1 A 4AM 16 2 14.00 1.43 2 A 16 2 10.00 ].43 TOTAL RUN TIME 32 MINUTES PER WATER CYCLE PROGRAM MONTHLY ADJUSTMENTS Jon 26% Apr 66% Jul 100% Oct 64% Feb 29% May 84% Aug 96% Nov 43'/. Mar 46% Jun 93% Sep B]% Dec 32% C^NTR^LLER B WATERING SCHEDULE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P,M. RATE 1 A 4AM 14 2 ]0.00 1.75 2 A 14 2 12.00 1.75 3 A 14 2 ]2.00 1.75 4 A 14 2 12.00 1.75 TOTAL RUN TIME 56 MINUTES PER WATER CYCLE PROGRAM MONTHLY ADJUSTMENTS Jon 26% Apr 66% Jul 100% Oct 64% Feb 29% Moy 64% Aug 96% Nov 43% Mor 46% Jun 93% Sep B1% Dec 32% C^NTR^LLER C WATERING SCHEDULE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P.M. RATE 1 A 4AM 16 2 21.00 1.46 2 A ]6 2 24.00 1.46 3 A 16 2 22.00 1.46 TOTAL RUN TIME 48 MINUTES PER WATER CYCLE PROGRAM MONTHLY ADJUSTMENTS Jon 28% Apr 66% Jul 100% Oct 64% Feb 29% May 64% Aug 96% Nov 43% Mnr 4B% Jun 93% Sep Bl% Dec 32% TOTAL RUN TIME 59 MINUTES PER WATER CYCLE PROGRAM MONTHLY ADJUSTMENTS Jnn 26% Apr 66% Jul 100% Oct 64% Feb 29% Mny 64% Aug 96% Nov 43% Mar 46% Jun 93'/. Sep 61% Dec 32'/. C^NTR^LLER F WATERING SCHEDULE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P,M. RATE 1 A 4AM 15 2 16.00 1.53 2 A 15 2 23.00 1.53 3 A 15 2 23.00 1.53 4 A IS 2 23.00 1.53 5 A 15 2 24.00 1.53 TOTAL RUN TIME 75 MINUTES PER WATER CYCLE (1 HOURS 15 MINUTES) PROGRAM MONTHLY ADJUSTMENTS Jon 28% Apr 66% Jul 100% Oct 64% Feb 29'/. Moy 64'/. Aug 96% Nov 43'/. Mor 48% Jun 93% Sep 81% Dec 32% C^NTR^LLER G WATERING SCHEDULE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P.M. RATE 1 A 4AM 16 2 23.00 1.54 2 A 16 2 24.00 1.50 3 A 16 2 22.00 1.50 4 A 15 2 18.00 1.59 TOTAL RUN TIME 63 MINUTES PER WATER CYCLE (1 HOURS 3 MINUTES) PROGRAM MONTHLY ADJUSTMENTS Jon 26% Apr 66% Jul 100% Oct 64% Feb 29'/, May 84'/. Aug 96'/. Nov 43% Mar 46% Jun 93% Sep 81% Dec 32% BockFlow Preventers Ounntity Synbol Description size C^NTR^LLER D C^NTR^LLER H 5 IV Febco or Wilkins Presuure Vncuun Breaker 1' WATERING SCHEDULE WATERING SCHEDULE Water Meters (Proposed) PRECIP. 20NE PGR START MINUTES DAYS/WK. G.P.M. RATE PRECIP. ZONE PGR START MINUTES DAYS/WK. G.P.M. RATE Ounntity Synbol Description Size 1 A 4AM 14 2 26.00 1.75 1 A 4AM 15 2 17.00 1.60 2 ® Wnter Meter Provided by Senconst Utilities 5/8' 2 A 15 2 21.00 1.53 2 A 15 2 16.00 1.60 3 A IS 2 17 00 I 60 Wire (Low Volta e) 9 3 A 15 2 23.00 1.53 4 A 15 2 23.00 1.53 . . 4 A 15 2 17.00 1.60 5 A 15 2 17 00 1 60 Quontity Synbol Description Size 5 A 15 2 17.00 1.53 . . 6 A 15 2 14.00 1.60 14240 ft Not Shown OF Direct Burin/ Wire AWG 14 TOTAL RUN TIMES 74 MINUTES PER WATER CYCLE (1 HOURS 14 MINUTES) TOTAL RUN TIMES 90 MINUTES PER WATER CYCLE <1 HOURS 30 MINUTES) NOTE QUANTITIES GIVEN ARE FOR CONTRACTORS CONVENIENCE ONLY. THE ACCURACY PROGRAM MONTHLY ADJUSTMENTS PROGRAM MO Y AD TS T T E IS NOT GUARANTEED. IT IS RECOMMENDED THAT ONE VERIFY ALL QUAN TITIES. N HL JUS M N Jan 26% Apr 66% Jul 100% Oct 64% Jan 26% Apr 66% Jul 100% Oct 64% Feb 29% May 84% Aug 96% Nov 43% Feb 29% Mny 84% Aug 96% Nov 43% Mar 48% Jun 93% Sep BI% Dec 32% Mor 48% Jun 93% Sep Bl% Dec 32% R E V I S I O N S ar~ywxa~" ;•- uwwm SPA78 QP fZORmA SHEfT a B/ 0 SC /P !OX 5 / IOx ®r °~°~ ' ' GentileHoll O'~n~,,~,w //,. ~~ ••'°"""" °B' °~'iP"" ''R"'B" ' ~pl°RT""°N IRRG. T.iBLE AND N®TES "o• © 7 , ROAD ND. QR/NTY FINANCIAL PI7QIECT ID ` `y '""°""`"°'~'''°`"°°'°~° ~R BSO (N®RTHLA]~E BLVD) LD-35 ~~.~~ww..w~w,~,--.~,.,+...~ SR 8/I PALM BEACH 4/53/4-I-52-0/ O HICHESi 1POINTCOF DISCHARGE O PRESSURE VACUUM BREAKER O COPPER MALE ADAPTER (1 OF 2) O COPPER 9O ELL (1 OF J) O COPPER UNION (1 OF 2) © COPPER PIPE (TYPICAL) O FlNISH GRADE O COPPER FEMALE ADAPTER O IRRIGATION MAINLINE PIPE 10 PVC MALE ADAPTER 11 COPPER PIPE FROM POINT-OF-CONNECTION 12 RUN WIRES THRU PVC CONDU TO IRRIGATION CONTROLLER 13 12' VALVE BO% 14 FlNISH GRADE SCALE: NO7 TO SCALE NOTE: 1S ROW SENSOR INSTALL BAC KFIOW PREVENTER AS REQUIRED BY LOCAL CODES ANO HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. FLOOD BUBBLER INSIDE FRONT COVER 4 3 O ESP ULL%RMOOURUR CN SIDE WALL MOUNBIRD ® 1.5 INCH PVC SCH 40 CONDUIT AND FlTINGS. ® WIRES TO REMOTE CONTROL VALVES. ® POWER SUP `yCH 40 CONDUIT TO MODULAR HYBRID CONTROLLER 1 O FINISH GRADE 1 O POP-UP SPRAY SPRINKLER: ~ RAIN BIRD 1604-PRS W/PLASTIC MPR NOZZLE 2 O3 PVC LATERAL PIPE O SWING ASSEMBLY: RAIN BIRD MODEL SA 6050 18' MIN. O PVC SCH 40 TEE OR ELL 4 3 5 6 INCH POP-UP SPRAY SPRINKLER IB' MIN. O PLANT MATERIAL O FINISH GRADE O PORAINPBSRORA7 812 RPRS~R~ W/PLASTIC MPR NOZZLE O SIMNG PIPE 12-INCH LENGTH: RAIN BIRD MODEL SP-100 O 1/2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 O PVC LATERAL PIPE ,n PVC SCH 40 TEE OR ELL 12 INCH POP-UP SPRAY SPRINKLER ~ ~~ '~ ~~. ~ ~~ I ADJUSTABLE FLOOD BUBB TREE OR PALM AS NOTED SNING PIPE BARBED FITTING BUBBLER TO BE FLUSH WDH GRADE. POLY PIPE TO BE BELOW MULCH OR COVER d ~~II E- - I ~~I~ I I Ntl - 111 POLY PIP ~~ ~s~n-~~ -I VIII- I I LATERAL LINE ~II~"ii~u" ""I~~I ~~ FLOOD BUBBLER O PVC LATERAL PIPE O PVC BALL VALVE O LEMA 1600H SOLENOID WITF1 ADAPTER MODEL 30-924 O REMOTE CONTROL VALVE: IRRITROL 700-1 O VALVE BOx WITH COVER: 12-INCH SIZE O FINISH CRADE/TOP OF MULCH O7 PVC SCH 80 NIPPLE (CLOSE) ©PVC SCH 40 ELL O PVC SCH BO NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 71 PVC MAINLINE PIPE 12 SCH 60 NIPPLE (2-INCH LENGTH HIDDEN) AND SCH 415 ELL 1J PVC SCH 40 TEE OR ELL 14 PVC SCH 60 NIPPLE (4' MIN.) IS 6' WASHED GRAVEL 16 PJC SCH 40 MALE ADAPTER REMOTE CONTROL VALVE REV / 5 I D N 5 ° ~T1° ~~ "®O' STA78 OW /+LQRmA SHEET DA E BY SCRI ION A /P ION ° D6P.IRTMBNI' OF 7fPw1VS/iDRT.1790N I1dIdIG.i TION DET~9ILS ~ ao. Cienffie Holloway O'MehOaey ~~/ ~~ N0 COUNTY FINANC/AL PROJECT ID ~ `I`' '~%^~'~d~-~°~- . Sld B50 (NO1dTHL.~XLE BLVD) LD-36 SR 8/I PALM BEACH 415314-I-52-0/ ~r~~rT.aa~.a.~«P.--...~.~r F«In B/Z/29P3 Smzm9 PY NncaNr-afAm-0mz sN 6u 0a ol.ro rM~wrxua-r-sz -0rwmscn`~anmoadgn IEGBLD 1 lO AAIBIENI UCNr PLPREREO ^LBf1000 BROGARON CONR20llER. L~J ® 2 ® O2 TalMwAL SRtd•. OO®b O 11 CADGE WIRE 3 O PROCRAAUMwc xEr. _ 4 Os sr SIEEtA+owmNG COILAW.1 Ob i016N GRADE 5 O 61 /t OF BACxiR150R. Oe POURED CONCRETE MSE 1.1/l CU.FT. RISULL O PHt AMMIFACNRBIS OSgLLATION GUIDE O LxRECf WRIAEOpILR1OL WIRE rocaLrROLVUVa. 6 7 9 8 LIGHT ENERGIZED IRRIGATION CONTROLLER LEIT 4000 NorrosrJUE UR".Elm O RAORDD RAweB60R AIOOa RSDl9 O OID PU111C PPECAP 1- CAP PAR1Nd RJOOI er IdGP PM Na 90Se WIw NDIE fOR Mlffi DmLtwoRr1e11DISwPRe wRSeraDReRAa~r. Qi f-0 Res MAaoresa~Ews wn11 wAe/m1. Locx wA.tNe1 ATmNUr. 9 © r«IdGAIVANRE0 P6E bb IOR3TMKilI © iz x IS OONCRElE eA1E 2 s•D®Mwu,1B1A Qi rol~vweEleoW. 3 ~ RNfQI ORAOE 9 6'0.01110) VALVE ROIL 4 10 301AOAPOR PARINq m711 VSE WIw EAOI EBE00.. 5 11 roOdOROLLER. n 1q DRrsLNZ< ww1EC1DU. Is NoroAburana®wue raDM6eNma. u CDMMONwR6'. R1aMeeaoc Is IeldNwwe 16 GRAVA 6 7 8 9 10 ¢~KK 1 1 REO vYK • euu vns vMrc Yme P: ^: e::` • 13 12 1l 14 16 IS RAIN SENSOR ASSEMBLY (COLUMN MOUNTED USING SKIT 8821-4 RAIN SENSOR Nmrosrae LENGTH OF BORE PAVED ROADWAY SURFACE AND/OR CON1 $lAN0AR0 J' MIN. UNDER TRENCH DEPTH PAVED ROADWAYS E%ISTING UIIUTY ~ ~3' MIN. IRRICAiION PIPE PROPOSED BORE VERTICAL MINIMUM CLEARANCE NOT 70 SCALE HORIZONTAL DIRECTIONAL DRILLING I N s "~"°sm®'YOVavll"01.0~--... umvuN STw78 OW FLORIDA IA BI SCRIP N ~T «! eeDtile Holloway O'Ma6oney °~~BA'~' °P 7RILVSPORrA~ro(v ,I' 1~ • ROAD NO• CWNTY F/NANCIAL PROJECT IL V dq• /udeo. Rew., d e~e®d oierr „~,~,~,~,~,RO,,,,,,,,,,u, ~~ SR Bll PALM BEACH 4/53/4-/-52-0/ SHEET IRRIG.g TION DET.~ILS N0• 50. B50 (N®RTNL,~KE BLVD) ~,p_3~ 5102p9 PY Y~YAWl QAJVN-0.92 SN YIIO:a Ol~lo MryWIU/0-l-gZ-0lvonesyeollmOSean e c GENERAL NOTES 1. PIPING MAiN LINES I-I/2 INCH SCHEDULE 40 PVC PIPE. ZONE LINES PVC, 1/2' IS NOT USED, 3/4' 6 GREATER USE SCH. 40 PVC DIRECTIONAL HORING~ BORING SHALL BE DONE IN ACCORDANCE WITH TO THE LATEST F.D.O.T, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DIVISION !I, GENERAL CONSTRUCTION OPERATIONS, SECTION 555, DIRECTIONAL BORE. PRUVIDE OWNER WITH ALL BURE LOGS, DIRECTIONAL BORE 'AS-BUILTS', UTILITY CROSSING EQUATIONS AND F.D.O.T UTILITY CROSSING PERMITS THAT ARE REQUIRED, ALL SLEEVES UNDER VEHICULAR USE PAVEMENT SHALL BE SCH BO PVC OR HOPE PiPE WITH 36' MINIMUM COVER. ALL SLEEVES UNDER WALKWAYS SHALL BE SCH 80 WITH 24' MINIMUM COVER. FITTINGS MAIN L[NES~ SCHEDULE 40 PVC, ZONE LINES SCH. 40 PVC FABRICATIONS SQUARE CUT, CLEAN ALL JOINTS. USE CLEANER DN ALL LATERALS. USE GRAY PVC CEMENT. FULLY ENGAGE ALL JOINTS. ALL FABRICATION SHALL BE TO MANUFACTURERS SPECS, ALLOW ALL MAIN LINES TO CURE FOR 24 HOURS BEFORE PRESSURING. ALL PIPE, FITTINGS, AND SOLVENTS TO CONFORM TO LATEST ASTM SPECS.. 2. DEPTH OF LINES MAIN LINE AND WIRING = 24' DEEP, MIN,. SLEEViNG UNDER PAVEMENT = 36' DEEP MIN. ZUNE LINES = IB' DEEP MIN, FOR ALL ZONE LINES 3. CONTROL WIRES. AWG l4 FOR ALL HOT WIRES AND AWG 14 FOR COMMON, SOLID COPPER TYPE OF UL LISTED FOR DIRECT BURIAL. RUN UNDER MAINLINE, TAPED EVERY 10'. SPLICE WIRES ONLY IN A VALVE BOX. ALL SPLICES SHALL BE MOISTURE PROOF USING DBY OR EQUAL TYPE CONNECTORS. RUN 1 SPARE FROM CONTROLLER iN EACH DIRECTION OF THE MAINLINE TD FURTHEST VALVES. COMMON TO BE WHITE, SPARES YELLOW, HOT WIRES RED. 4. ALL DETAILS ARE GRAPHICALLY SHOWN ONLY. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION, THIS SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASSURE COMPLETE OVERLAPPING COVERAGE. ANY DISCREPANCIES SHALL BE REPORTE- TU THE OWNER AND LANDSCAPE ARCHITECT BEFORE PROCEEDING. CODES AND LOCAL REGULATIONS SHALL TAKE PRECEDENCE OVER THESE PLANS, THE LANDSCAPE ARCHITECT/DESIGNER RESERVES THE RIGHT TD MAKE MINOR FIELD CHANGES, THE CONTRACTOR MAY FIELD ADJUST SPRAY NOZZLE SELECTION TO PROVIDE PROPER COVERAGE. 5. THE IRRIGATION SYSTEM HEAD LAYOUT IS DESIGNED AN- SHALL BE INSTALLED AND MAINTAINED TO MINIMIZE OVERSPRAY ONTO ROADWAYS. AFTER THE SYSTEM IS FLUSHED AND NOZZLED, THE ARCS SHALL BE SET TO MINIMIZE OVERSPRAY AND THE FLOW CONTROL/PRESSURE REGULATOR ON THE ZONE CONTROL VALVE SHALL BE ADJUSTED DOWN TO PREVENT ANY MISTING OR FOGGING, TO PRODUCE DROPLETS OF WATER TO MINIMIZE THE EFFECT OF THE WIND THEREBY LIMITING OVERSPRAY AND WATER WASTE. CONTROLLER PROGRAMMING SHALL BE SEi SO AS NOT TO ALLOW THE IRRIGATION TO CREATE ANY RUN OFF WHICH COULD CREATE WATER ON THE ROAD. 6. THE DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY MATTER, ACT, OR EFFECT ARISING FROM OVERSPRAV, BROKEN PIPES, HEADS OR NOZZLES. IN THE EVENT OF A BREAK OR BROKEN OFF HEAD OR NOZZLE, THE COMPONENT SHALL BE REPAIRED/REPLACED, CAPPED, QR ZONE TURNED OFF FROM AUTOMATIC OPERATION AS SOON AS POSSIBLE, 7. THE DESIGNER DOES NOT WARRANT THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR, IF SHOWN, ARE PROPERLY LOCATED ON THE PLANS, AND ARE EITHER IN SERVICE OR ABANDONED. THE CONTRACTOR SHALL CALL 'SUNSHINE STATE ONE CALL' AT (BOW 432-4770 TO VERIFY UTILITY LOCATIONS AT LEAST 2 BUSINESS DAYS PRIOR TO DIGGING, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT/LOCATE OTHER UTILITIES NOT SUBSCRIBING TO 'SUNSHINE STATE ONE CALL'. ALSO CALL APPLICABLE LOCAL UTILITY AGENCY TO VERIFY LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES. MINIMUM RECOMMENDED IRRIGATION MAINTENANCE PROCEDURES Every irrigation zone should be checked monthly and written reports generated describing the date(s) each zone was inspected, problems identified, dote problems repaired, and n list of materials used in the repair. At minimum, these Inspections should include the following tasks; A. Turn an each zone from the controller to verify automatic operation. B. Check schedules to ensure they are appropriate for the season, plant and soil type, and irrigation method. Consult an I.A. certified auditor for methods used in determining proper irrigation scheduling requirements. C. Check remote control valve to ensure proper operation. D. Replace 9V Battery in irrigation controller once per year or as required. E. Check setting on pressure regulator to verify proper setting, if present. F, Check flow control and adJust as needed; ensure valve closure within 10-15 seconds after deactivation by controller. G. Check for leaks - mainline, lateral tines, valves, heads, etc. H. Check all heads ns follows x Proper set height (top of sprinkler is 1' below mow height) x Verify head pop-up height - 6' in turf, 12' in ground cover, and riser in shrub beds, * Check wiper sent for leaks - if leaking, Glenn head and re-inspect. If still leaking, replace head with the appropriate head with pressure regulator and built-in check valve. x All nozzles checked for proper pattern, clogging, leaks, correct make & model, etc. - replace as needed * Check for proper alignment - perfectly vertical; coverage area is correct; minimize overspray onto hardscapes. * Riser height raised/lowered to accommodate plant growth patterns and ensure proper coverage. * Verify the pop-up riser retracts after operation. If not, repair/replace as needed, I. Check controller ground for resistance (10 ohms or less) once per year. Submit written reports. J. Check ruin shutoff device monthly to ensure it functions properly. K, Inspect all filters monthly and clean/repair/replace as needed. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES AND RELEVANT GOVERNMENT DEPARTMENTS AND L. Inspect all valve boxes to ensure they are in good condition, lids ENSURING ALL UTILITIES LOCATED ABOVE, ON, OR BELOW THE SURFACE OF THE SITE ARE PROPERLY DISCOVERED, IDENTIFIED, VERIFIED, are in place and locked, AND FiELD LABELED, AND ENSURING THOSE SAME UTILITIES ARE AT ALL TIMES SAFELY CONTROLLED AND PROTECTED BY REASONABLE MEANS. M, Check pump stations for proper operation, pressures, filtration, 9. ANY WORKERS, WORKED PERFORMED, EQUIPMENT, ECT. WITHIN THE TRAVEL WAY MUST HAVE A MAINTENANCE OF TRAFFIC PER F.D,O.T. INDEX settings, etc - refer to pump station operations manual. IN PLACE PRIOR TO COMMENCING WORK. N. Conduct additional inspections, maintenance tasks, etc. that are 10. ALL DAMAGED OCCURRED BY THE CONTRACTOR SHALL BE REPLACED PER F.D.O,T, STANDARDS, particular for your site. l1. THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE PROJECT ENGINEER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES AND PERMITS. R E v 15 / 0 x 5 ~~ ~~* • umm S1,f78 QP M,Qlpdtf SHEET DA7 SCRIPT N A g/ OESC I ION ~ Gentile Holl O'Malwn ~'~~~ °F ntuvst~vrwzwJv '/ °~' eY ROAD ND. COUNTY FINANCIAL PROJECT ID IIdRIGATI®N N®TF.S "o• ~u ~``"'"'~''"°""°~°`~` 5R B50 (N®RTHL.~J~E BLVDJ ~o_3e .....,_.__... ...~_..._...~_--.~.~_ SR Bll PALM BEACH 4/53/4-/-52-0/ CALL 2 BUSMIE88 DAYS BEFORE YOU DIO IT8 THE LAWI \ ro QO 1-800-482-4770 \ourvatt 2 SUNSMNE $1RiE ONE Cnu Of fLgND~, INC. \ ~ D /® \ a' l i j ~ ~ ~ Feet ~ I ~~ 1 I ~ l it ~~ l/ t'1 I \\ ~_~:.~~-Jim I _-'. -1- T (, i'/ ; i,l I m m ~~ ""~ -- ,-' `- _ ~--~ ~- ~~/~ ~~ l~ __~---~ ~0 b~ ~' 1 IN - ~ 11 I 111 1 / ~ ... V ~1 ~ ~ ro \30 RCP ^~,.~_-_--__-----.L~y--------FEC RAI(fA7A0 -_ ///' / - _~ 1 ~\ ,/' / / ~' / I~ 9/ I -~~ - -~-.+x6F .-- V -,~' V_.~_ __ C .~'~_M 1 1 a L~ ~~~o ry~O.W. LINE . ~ \10H ~-~6 8 0 l~ ~, c~- 10H 10H IOH 10H ]OH 10H lOH lOH lOH lOH lOH ]OH 10H ]OH lOH lOH IOH IOH 10h li' RCP I I " - - -_- -_ -I __ - ~_. _ 30" RCP I - -~~/~_~~--__-_---___~ __~ /Q lOS l09 Il0 _ /~ _ ~ ' ~ ~I lOB --------109-= --------_ y~- ---- ~----------T----- -t--J'~ ` ~, - ------ -- --- ---- BECIN IRRIGATION ~.-~ _ STATION lOB+43.00 \ _ _ ~~ I l$" RCP I '~:~ ~ 4157/4-I-52-0/SR 8/llA-I-AI \ -~ _ - - - - - - _ _ _ - I I MAINTA/N/NG AGENCY: CITT OF I PALM BEACH GARDENS S.R. 8/I fALT.A-I-AI > I ,,, a^ -'} a~-- 3n°Rr.P _. _1~._,,-. , _ .. -*~ - - - ._ ~ RCP c~ .-~\ - - . ~ - - - . ~., ~ ~ ~ ~ ~ -/ ~ R/l'J R.OW LINE / _. - - ~'~ '~ ~\ 0 11 0 111 1 ~ ~l -1~~! / ~ , ~~ ~_ .1 L_ ~ ~ -_ -_ -- _ ~' : ~ 1 '. 1.I 1 0 - -~ I 11111 ~ llll I ,a PIPE SIZING LEGEND J Ir I PIPE SIZE GPM VALVE NUMBER aJ Irrigotion Heods 3/4' 0-B Synbol Description 1' 9-12 lOH 8 Toro Model 5702-6P-XF w/lOH MPR Nozzle 1-1/4' 13-22 100 B Toro Model 5702-6P-XF w/IOO MPR Nozzle 1-1/2' 23-30 2• 31-so VALVE SIZE GALLONS PER MINUTE 2-v2• sl-7o '~`'O`~'i o® v"inur®~in '~ S7•A 78 OP PLORmf nsaweryanrr ov nywnsPloyvrwnov 6~I.~GentlleHollowaYO'MahoneY~ ._...._ ~ ,.,,....... I ~~~..,,.,., oa I1d1dIGAT1®N PLAN Sld 811 (ALTE1dNATE A-1-AI 2 ti i SHEET N0. SR 8/l I PALM BEACH I 415314-I-52-0/ LD-39 e '` PIPE SIZING LEGEND VALVE NUMBER VALVE SIZE GALL(JNS PER MINUTE 3/A' 0-8 1' 9-]2 1-1/A' 13-22 1-1/2' 23-30 2' 31-SO 2-1/2' 51-70 CALL 2 BU81NE88 DAY8 BEFORE YOU D10 IT'8 THE LAWI 1-800-492-4770 wNSwNC srA>E ave c.u a nanw. n,c i 0 /0 40 Feel 0 a F- 2 t 2 ~ ~~ I Y y y y y 2 y •~ Y v ~r ° MAINLINE AND CUNTROL VALVES SHOWN OUTSIDE 5 31 RITY 1 / W ],5 2B ]-1/2i~ 2 _ h7RINLSNE ~ 2 1 J\ # . ^F RIGHT OF WAY FOR GRAPHICArL CLA ~`i ~-~'~- ~~ ` - /\ -- ~ '~- _••-T''2~.}/-c'~MA}NL~NE`... ~~~`2~.V2=MkrNL~INE v ,_~-~ `J`r~, - ~,.. _ L _ ~ `~-~~- _ .- ___ ~-- - ~- rj -"-~ ---- - ---- _ R.O.W. M~fO. H1H1H1H]H IH10H1H1HlOH1DH1DH1H10H1OH10HlOH10H10HlOHIOH10H10H10H10HlOH'iM-YO -IOHIOM'OH^]0 IOH H-1HIH1HlOHlOH1H1H10HTH10HlOH -1/A' lll- :. _- // //3- 1_1/4' ll4 ~ ~ ll$- -~ ll6 IS" RCP __%--,,rry-------_"----- - __ _ - __ -- ll2 _ . `~~~~ ~~^il ~~~-~ a ~; ~~ ~-i 15~ ~~l U5 CP i /i6 ~ _ c l ] ~~ ~~. ~ I, ° ~rP ~ _ Is^ RcP ~ S.R. 8/l (ALT. A-I-AI ~ 1 I ~ n RA.w. uxE - n l8" RCP an - ~~° ~ ~.-.- n ._. an . ... .. ~L~. ~~ .~n_ - - -an - .. - - - -ao- 6 R2 - . _ .. _ ~ ~_ .-.~ __ __ _ - __ - ao ..1.6 KV to GhB_ _ .. _. v w ~ ___. ~- - - - - 3 D_~ - - - - - _ ~ . _- - as =. _ - - - - ~ ~_ u - _ an . __ _ - - - _ ~. __ . .... . ~ __ c~l;~ .il~ Synbol Description ]OH 8 Toro Model 5702-6P-%F w/IOH MPR Nozzle ]000 Toro Model 5702-6P-%F w/100 MPR Nozzle V F D n L 2 ~ LL. ~ / _ _____ --_ - ~~_-__-M_--_- v _ mar= - `_ -= -_ _ = =---- = l _ _ Yw>w ~~n, ~ . umn.w S7A7g qr pLORmA SHEET roN ~. Gentlle Holl O'Mehon °~'~~'~~ °~ nv~lvsmRrenon' IIdIdIG.91 TI®N PL.iN "o' ~Y eY ROAD ND. COUN71' FINANCIAL PFOJECT /D ~+^^~'-°~°~^'°~-° 8Id 811 G~ALTERNr1TE .4-1-f1) LD-40 ~w`m~0.~yl~~~~ SR 8/I PALM BEACH 4/5314-I-52-D1 errs e/P]/8]09 SRKeRI PY YnL'KO/-0000`0!-0.02 SR &lOW DI°le MryN/SJM-l-52-0rvmgspylmrplO.Rpn .. PIPE SIZING LEGEND N Q ti i Z ti CALL 2 BUSilE88 PIPE 512E GPM DAYS BEFORE YOU DIO 3/4' 0-8 IT'3 THE LAWI 1 9-12 1-800-432-4770 1-1/4' 13-22 1-1/2' 23-30 Z' 31-SO 9Jx5xwE STATE OxE CnLL Di fLdxDA MG 2-1/2' S1-70 o /0 40 Feet FEC RAILROAD 3 MAINLINE AND CONTROL VALVES SHOWN OUTSIDE 1.5 35 OF RIGHT GF WAY FOR GRAPHICAL CLARITYA / ~ 0 1.S®37 ~ 1~. l\ l \ l R.o.w. 1\ ~~/~~,~-.._.1\J ,~J~_ ~,--2=-1% _ NE; ~,_..:,=--~--~ ~ ._ -"- ~~ ~.~...1-i'_ ~._- "._.n - ~..~----~ \ -fir ~ ~1- -^~'-- - - - - - - - - RN~ ____________________/a•____ _ __~ )H lOH ]OH lOH 10H lOH 10H~10H 10H ]OH 10H ]DH lOH lOH 10H 10H 10H 10H 10H 10H IOH 10H 10H 10H fOH 1DH lOH lOH ]OH ]OH lOH lOH 10H 10H ]OH 10H lOH IOH 10H lOH 1DH lOH lOH IOH ]OH 10H lOH lOH lOH 10H fOH 10H IOH 10H 10H 101 1-1/A' 1-1/4' ll7 /l8 ll9 /20 l2/ I I I I I /I\ 1 / QA SR 8/I (ALT. A-/-A) - - 78" RCP _ - ~_,~ - ~:, RCf ~ ~?u=\ l9'RL~~ _ ,.,... -e.-~8RCP _-_ o-_-.~.~- ~ , _ ,9~ ~-AO'7_~/'+-~ _ _ - ~~ ~ ~ ~ ~ I RCP I - ._ - -_-_ _-_- _ ~//fl - _ . ~ _ _ _ R.O.W. LINE_~Ril'I ~ ~`~ ~ _ _ _ _ _ _ --- .- - _ _ _ _ _ _ - ~~ _ - l.~R/t1 _~//1.. ~ -_ . '~-~_ ~,,--~ ,~---~-~--r-~ ~--~---~~---._-_ ^"'-~'---- - ~-_ \;I~\\;T-~~~~~~III ~ jl ICI r r ~~'^ `' \, ~ ,I 11,1 W III ' ~i i ~ II , II°~ II ~ 1 I III ~ , , :I °m l I ili ,~ I!! d. ~ Ifl i I VALVE NUMBER i Y P IOH 8 Toro Model 5702-6P-%F w/IOH MPR Nozzle 100 B Toro Model 5702-6P-%F w/100 MPR Nozzle Irrigotion Heods Q S nbol Descri tion t/1 VALVE SIZE GALLONS PER MINUTE r~ ~v»~®•... ummm DESCR/PT/ON r~mu ®Gentlle Holloway O'Mahonl /.,. ~~.~r~~ a®4...rn.w~+w.~.~a~s.m ......~.m.e, srw ~a ow /2~m 1 OBAARTMBNT OP 7RAN5f1OlPT.1T/ON ROAD N0. CWN7Y FINANC/AL PRQIECT IL SR 8/I PALM BEACH 415314-I-52-0/ IRRIGATI®N PL.~AN SR Bll l.~LTERNf9TE .~ 1.~) N i SHEET N0. LD-4/ ,, R CALL 2 BUSME88 DAY8 BEFORE YOU DIO IT'8 THE LAWI 1-800-432-4770 wNSwne srNrc a¢ cuL v namuA. iNC. FEC RAILROAD 0 !0 40 Feef OyTS1DE S TP D I OR GRAPHICAL CLARI RIGHT OF WAY I OF 1. 4 W _ _ A ~ A .l d A Jam.., ~.`.J RA.W~ `~_ 1~~.~~/~.~~~-,\~~._~~~~2J/2'rMA1RNNE ~ ~ "'/\~ u~2_LA2~MAINL'tNE J. ^--l\~` --'-'/\--'~---~`-'~\.__~ 30~RCP . -, ~ = ___ _-____ ----- t = ~ - 10H 1lfH 10H IOH fOH 10H IOH IOH IOH ]OH tOH 10H ]OH ]OH lOH ]OH lOH 10H 10H lOH ]OH 10H lOH ]OH 10H IOH ]OH lOH ]OH ]OH 10H 10H lOH IOH lOH lOH 10H lOH lOH lOH IOH ]OH lOH 10H 1DH IOH lOH 10H lOH lOH 10H ]OH lOH lOH lOH 1 H 1-1/A' N Q x/22 /23 l24 / 5 / 6 127 I ~ ~ ti ~ - IS RC I24° RCP -'" ~ _- ,/-~.-- P W J ---'-'127 U ~ `~ EXISTING lRR/OATlON /N J NEDIAN TO REMAIN J \`1 y 1 ` -i~`Y ~~".~-- ~ ~ ~ ~ ~_ -- - ~ _ I - 124" RCP SR 8ll (ALT. A-I-A) I 24".RCP _ ._-_ - ---_-___ _ _ __ - -_ _ _-__ _ _- - -. . _ -_ 24"'RCP-. ~--T-. --._-.-.~ __ .~;... .:- - _ -- _-- - -- _ „ _._.-.- .~_.._-ter =-_-- __ _ .o _- ..__ __. .._ -.= _ ~ '~' _ 3 0 _ ~ _- =30 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ._. ___--__ _ ._ ru .. R.D.W. --~_.---._-- - _--"---__-_____ _- -._ Ir rioe tinn Hen tls Synbol Description lOH 8 Toro Model 5702-6P-%F w/lOH NPR Nozzle 100 B Toro Motle1 5702-6P-XF w/100 MPR Nozzle PIPE SIZING LEGEND VALVE NUMBER P]PE SIZE GPM 3/4' 0-B ]' 9-12 1-1/4' ]3-22 1-1/2' 23-30 VALVE SIZE GALL^NS PER MINUTE 2• 31-so 2-v2• s]-7o a~siu~~ uswm S7'A78 QI+PLOIPmA OSP,f l7TMBNl' OF 77P,1NSMRTAT/ON Gentile Holl O'Mah ~~ Dney ROAD NO. LO!/N7Y FINANCIAL PROJECT I! asp udwm. odes d w.e~i Oars e®w~rwrwwmr.r,Mw,---~.+e..a..- SR BlI - PALM BEACH .dm 4153/4-1-52-0! IRRIGtl TI®N PL,iN ~R Bll CALTERN~ TE A 1.4) SRffT N0. LD-42 r PIPE SIZING LEGEND CALL 2 BUBDIESB ~ VALVE NUMBER PIPE SIZE GPM DAVE BEFORE YOU DIO Irrigotion Hends 3/4' 0-B Synbol Description 1' 9-12 IT'8 THE LAWI ]OH 8 Toro Model 570Z-6P-XF w/lOH MPR Nozzle 1-1/4' 13-22 1800-432-4770 1D0 B Toro Model 5702-6P-XF w/100 MPR Nozzle 1-1/2' 23-30 0 ro 40 sur~swx[ sfAlE are cap a namo~ ixc VALVE SIZE GALLONS PER MINUTE 2' 31-50 2-v2• st-7D Feei FEC RAILROAD MAINLINE AND CONTROL VALVES SHOWN OUTSIDE 6 ~~~,~/~~^^ ~ OF RIGHT OF W/A~Y FOR GRAPHICCAL CLARITY 1.5 47 \,~,~..~--1\_...~--'~J--'.2~-1-/2'~h1AIiJL-INE.~--"~~-'~-....r-"~~._r`~~ - --~,__.~~\~~_--2~1 2~MAINLINE--~~..~~/\ -~~--1\---ti-~...-_.1\ ~,.~-~ ~W ~_~,~,.J\ \~ _____ ~____ ~ _ ~ R.O.. `f _ __ ..-- .-__ _ ... ~_. -, Q ___.._ _... ___ _____ ____ ~. _:_._ - ___ ._ _ _ _. _ _ O p 10H 10H 10H 10H lOH 10H ]OH 10H IOH 10H lOH ]OH 10H lOH 10H lOH 10H 10H IOH 10H 10H lOH IOH 1 H 10H IOH lOH f0 OH ]OH 10H IOH lOH IOH 10H IDH 10H 10H lOH lOH 10H IOH 10H 10H 10H ]OH lOH IOH 10 ]OH 10H lOH 10H 10H fOH 10H } 6' HDPE PIPE CDIREC TS~]NAL BORE> ~ -1/4' ~~ M ~ 128 /29 l3~ ~ INSTALL IRRIGATION CONTR~d WIRE IN CONDUIT 132 I / N WH N INSI E SLEE E W]TH MAINLI E ~ U1 2-1/2' MAINLINES ~ FLOW SENSOR IN V LVE BOX l33 W ~ l28 ~-l`~9 ~ 132 ~ z 2 ~^~ 1 rT ~ T ~ - _q~• - PUMP~SIAi IO INCLUDING IRRIGATION ti U ~-`~-"'`-l V CONTROLLER/RAIN SENSOR .~ I ~ ~ 6' HDPE PIPE (DIRECTI<ilNAL BORE) SR 8ll (ALT. A-I-A) ~ II PROVIDE AND INSTALL 2' CONDUIT FROM POWER POLE ~~ R~Z EINSIEESLEE oER TO CRCiS ROADWAYEL - - _ _ _ _ _- S E, wIR _IN ACC DANCE O NE.C _ ,~ ~.- _ - -- ,. - - --------- R.O.W---- - _ _ ---- --- ~~ __ ------ _-~ -______ _-,_ c--- ELECTRICAL SUPPLY METER B SERVICE PANEL -~\~~-.~ ~ ~"/~`~' V ~/v ~ _ ~'\ TO BE MOUNTED ON UNISTRUT RACK PER N.E.C. `~ ~`'~ ~ PROVIDE AND INSTALL 2' CONDUIT FROM FPL ~ ~I~ f"1 ~~ /v HANDHOLE TO METER PEDESTAL. ~v' ~~~~~ / /~~ A,/ ~ / 1 R E / / 5 / 0 x S ~4`O" ~~'°~ "®'^ STA78 OF PLORmf SHEfT DA E SCR/PTIOx AT BY ESC / N ~pART,ygArT pp 7RANSAD/PTAi'90N N0. ~~ Geatlle Holloway O'Mehoney ~,~ xo. ca/xTr F/NANC/AC PROJECT ID IRIdIG.9I TT®N PL, gN CI1 ~;:~~,..~~ Sld 811 lALTE1dN.iTE fIl-l A) LD-43 ~mw~~,M+an~~-m.,,...r.~..a..e.~ SR Bll PALM BEACN 4/53/4-I-52-0/ ..,.~ eiarzoos 5mB+56 vu w.rum~owm-0.vz sx euow a.lo xrwsla-rsz-avmasww~»nu~ CALL 2 BUBUIESS DAYS BEFORE YOU 010 fN0 IRRIGATION l / R'$ THE LAWI 0 I + 7-800-452-4770 4/5314-I-52-OI SR 8//!A-/-A! /// / Q ~ $UNSHME RiATE ORE CALL K fLOPIOq MC I - - - 111 ~ v ljr l ro (J' ; ro ro l ll ~ ~ ~I :: R ti / ~-----~:; F ----------------- /-- _----I--+p -.-------- EC RAILROAD ~~ / /( /// / ~~~ c v ~ ~ R.O.W. I ~ i ~ I \~ _ PEC->RA C a. 2' [0:0 _ `1 - -~~ .. ___ --- -___. -____ `. Y .. _ O OH ]OH 10H 10H ]OH lOH 10H lOH lOH IOH lOH ]OH 10H 100 % ~~ ~- ~ ~ y `~ ~ ,. ~ 3 /34 / /35 /36 /37 ~ - - _ Q l34 p=~ ~~.~ I l35 ao,° ~----13~= ~.---------t37--------- N ----1-- - -- ----- r ~,`~ ~~ l-~ -------------~---- °O6 ----_.-- _ ( -~.ys `-------SR 8/I (ALT.A-I-A1 ~I I - ___~- ROW. i \\\ - ( ~ Roe~~ .. ~/r' g. - -_ --. -.------ ~ \ \---- _ -- } 1',11 J ~I 11 ;i __ ~ - - ~-~ ~°PR ., _____ /!' , - / U~ /~,'~r VALVE NUMBER Irrigotion Heods ( •° /~/ ~ / /// / /// / ~~// VALVE SIZE GALLONS PER MINUTE / Symbol Description lOHO Toro Model 570Z-6P-%F w/lOH MPR Nozzle 100 B Toro Model 5702-6P-XF w/100 MPR Nozzle YIYL ]ILL UYI'I 3/A' 0-0 1' 9-12 1-1/A' 13-22 1-1/2' 23-30 2' 31-50 2-1/2' S]-70 o /0 40 F® REVIS IONS w~'yeur>wrexvl~~•--- -' '~"" STA78 Oi+ PLORm 1 SHEET DATE BY DESCRIPTION AT 81' DESCRIPTION ~PA~M~rO. Op 7RANSAD/PT.~7701V NO. Geattle Holloway O'Mahoney ® ~~ ~ GVUNTY F/NANC/AL PROJECT ID IR1dIGATT®N PL.iN 'A 1 9) ~TE N G ~;~;.'~..~~~~.. SR 8/I PALM BEACH 4/5314-I-52-D! t E ~LTEId . Sld 811 LD-44 R®w~w~M~.w.»mM„<.,1-.-~a..+~ ._.._ u.m.wvn awv.w Rv uiY~Om-0~]OM-6UP SR RHINE Dlale MvW5.1H-I-52-OIV mtlsspWNWN.Opn ~~ Irrigp tion Equipment Table Quantity Symbol Description Radius 256 IOH B Toro Model 5702-6P-XF w/IOH MPR Nozzle 10.00 ft 1 100 C3 Toro Model 5702-6P-XF w/10Q MPR Nozzle 10.00 ft P~no [I n+ernil Quantity Symbol Description Size 56 ft Schedule 40 PVC Pipe 2' 98 ft Schedule 40 PVC Pipe 1-1/2' 804 Ft Schedule 40 PVC Pipe 1-1/4' 674 ft Schedule 40 PVC Pipe 1' 968 ft Schedule 40 PVC Pipe 3/4' Pipe (Mainline) Qunntity Symbol Description Size 2122 Ft - - - - Schedule 40 PVC Pipe 2-1/2' Pipe (Directional Bore) Quantity Symbol Description Size 90 ft HDPE Pipe 6' Water Well Quantity Symbol Description Size 1 ~ Galvanized Steel Casing w/Stainless Steel Screen 4 inch Quantity Symbol Description Size 1 ® Hoover Pumping Model: HCF-SCS-230/1-E-12,M,W,Z Includes Toro Sentinel Controller & Rain Sensor 5 HP Remote Control Valves Quantity Symbol Description Size 6 ~ Toro Electric Valve Model P220-26-06 in Valve Box 1-1/2' Flow Sensor Quantity Symbol Description Size I ® DATA Industrial Flow Sensor Model lR-220 in Valve Box 2' Wire (Low Voltage) Quantity Symbol Description ~ Size ]0900 ft Not Shown OF Direct Burial Wire AWG 14 NUTE~ QUANTITIES GIVEN ARE FUR CONTRACTORS CUNVENIENCE UNLY. THE ACCURACY IS NOT GUARANTEED. IT IS RECOMMENDED THAT ^NE VERIFY ALL QUANTITIES. E v 15 I O N S ~^"~°'O~ ~~n ' 'gy'm A BY SCRIPT/ON ~~~ Gentile Holloway O'Mahoaey ~~ M CI! ~;::;~..rw.~7a~. ~v...~N.w..anm MI.RT.~. ~-r....+m SR Bl WATERING SCHEDULE PRECIP. ZUNE PGR START MINUTES DAYS/WK. G.P.M. RATE 1 A 4AM 26 2 28.00 .95 2 A 26 2 31.OD .95 3 A 26 2 35.00 .95 4 A 26 2 37.00 .95 5 A 26 2 45.00 .95 6 A 26 2 47.00 .95 TOTAL RUN TIME: 156 MINUTES PER WATER CYCLE (2 HOURS 36 MINUTES) PROGRAM MONTHLY ADJUSTMENTS Jan 26% Apr 66% Jul 100% ^ct 64% Feb 29% May 84% Aug 96% Nov 43% Mar 48% Jun 93% Sep 81% Dec 32% STA78 OP 13.QR2L! n~nwx~a~avr or ~xwnsavierw~rov O REMOTE CONTROL VALVE: TORO P-220 SERIES O VALVE BO% WITH COVER: 13-3/4" r 23-1/4' NOMINAL O FINISH GRADE O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 ELL ©BRICK (1 OF d) O PVC MAINLINE PIPE O PVC SCH 40 TEE OR ELL O PVC SCH 40 MALE ADAPTER 10 WC LATERAL PIPE I1 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL NOTE: 1. VALVE BO% SHALL BE POLYMER CONCRETE W/ F18ERGLA55 REINFORCEMENT AND W/TRAFFIC-RATED COVER. 2. VALVE BOX AND LID SHALL RE MANUFACTURED BY CDR SYSTEM CORP. MODEL AID-1326-IB OR APPROVED EOVAL. 3. ALL NIPPLES & FI7TING5 FROM MAIN TO CONTROL VALVE. SHALL BE $HEDULE 60 & GLUED. REMOTE CONTROL VALVE •NOTE' INLET PIPE LENGTH OF SENSOR MUST BE MIN. LOX PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. a% PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE. NO FITTINGS OR TURNS. NOTE: 1. VALVE BOX $NALL BE POLYMER CONCRETE W/ FIBERGLASS REINFORCEMENT ANO W/TRAFFIC-FATED COVER. 2. VALVE BOX AND LID SHALL BE MANUFACTURED BY COR SYSTEM CORP. MODEL A10-1324-18 OF APPROVED EQUAL. FLOW SENSOR PALM BEACH I 415314-/-52-0/ SHEET IRIdG. T,iBLE fIlND N®TF,S ao. ~R Bll (fALTEIdNf&TE .4 l .i) ~-as 7 PLUS NOZZLE !E PER PLAN) 'ROVED BACKFILL t0 $70Z-6P-XF SPRINKLER ERAL PIPE ERAL TEE 70 850-31 BARBED .E ELL 70 SUPER FUNNY PIPE E: 'TALL SPRINKLER AT ISHED GRADE 6" POP-UP SPRAY SPRINKLER SECTION/ELEVATION ~) NOTE: SUCTION PIPE SHALL BE SCHED 40 GALVANIZED STEEL WITH GALVANIZED ROLL GROOVE FITTINGS FROM THE PUMP TO THE WELL TEE. CHECK VALVES 3" AND LARGER SHALL BE SWING TYPE, 2" AND SMALLER SHALL BE POPPET STYLE * OPTIONAL FEATURES ARE INCLUDED IF MARKED WITH AN "X" _ _ PRESSURE CONTROL VALVE X IRRIGATION CONTROLLER TORO SENTINEL 12 STATIONS WITH RADIO AND RAIN SENSOR ___ PRESSURE TANK FOR PRESSURE DEMAND SYSTEMS WARNING FOLLOW OSHA (THE ^CCUPATIDNAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS) AND WORK A SAFE DISTANCE FROM ALL POWER LINES. OSHA REQUIRES THAT YOU AND ANY EQUIPMENT OR TOOLS ~. THAT YOU'RE OPERATING OR HANDLING MUST KEEP A SAFE FRAM POWER LINES. ^SHA ALS^ REQUIRES THAT, IF YOUR WORKING NEAR POWER LINES, YOU EITHER HAVE THE POWER LINES DE-ENERGIZED AND GROUNDED, GR THAT YOU TAKE ^THER PROTECTIVE MEASURES BEFORE WORK IS STARTED. SAFETY FEATURES CLOCK START: TYPICAL 6O Omp -TRANSIENT SURGE S/NGLE PHASE SERVICE -LOSS OF PRIME FIBERGLASS REINFORCED ENCLOSURE -NO FLOW 4'L X 4'W X 4'H CLAM SHELL DESIGN FOREST GREEN GELCDAT STIPPLED PUMP STATION -ELECTRIC SERVICE LOCKABLE HANDLE FINISH 60 amp power Pole Location - 610. 129.67 48°X48°ALUMINUM SKID • MI5 CONTROL PANEL M4x Provide/insloll Max. 60 omp single phase ASSEMBLY (U.L. LISTED) 4' THICK 53 I/2' X 53 1/2° REINFORCED service meter pedeslol near Dower vole MAINTAIN 42' CLEARANCE CONCRETE PAD Provide/insloll 2" PVC conduit Irom meter pedeslol CENTRIFUGAL PUMP 5 HP to FPL power Dole wish 24' Min. coverage 5 HP) (TEFC motor when>5 Dislonce . 5 FI (Min./ ~ /00 FI /MOw•.l Provide/insloll 2' PVC coneail from meter peeeslal to service FLOW METER FLOW SWITCH Danel al the Dump location with 24' Min, coverage GALV. STEEL DISC H. HDR. Nanonole E/evalion 24' Min. Coves R T MAIN elvD IGA ION IR DISCHARGE ISOLATION VALVE GALVANIZED STEEL SUCTION LINE RAIN SENSOR MOUNTED ^N 8' POLE N0 7 TO SCALE IRRIGATION CONTROLLER Provide ono insloll 2" PVC pipe to bose o! hondho/e Provide and insloll 2" 45 degree elbow 24' rodius IFoclary bend/ CHECK VALVE & WELL TEE 8Y WELL DRILLER PLAN VIEW NTS PUMP PERFORMANCE 50 GPM ® 140 TDH HOOVER PUMPING MODEL: HCF-SC S-230/1-E-12,M,W,Z FILE PN/J10832.DWG 07/09 Pompano Beach, Florida, Tel: 954-971-7350 Notes 1. The Contrnctor shall be responsible for cost of nll electrical hookups and services required for the irrigntion pump and controls. 2. The Contractor shall be responsible For the cost of service during construction. 3. A tnriFF charge of 6692.04 for the underground point of service C24' Hnndhole> shall be pnid for by the contractor. 4. Power hookup to punp station shall be included as pnrt of the irrign tion lump Sun cost. S. FPL will require written nuthoriza tion prior to energizing electric service. 6. Etec trical inspection shall be required. 7. FP&L contnct person is Shamnlini Waeen @ 56]-616-1723 CITY OF PALM BEACH GARDENS SR81 1 Well Construction Notes C E N T R I F U G A L P U M P SY ST E M D ETA I L Contractor shall Construct water well according to Rules of the South Florida Water Management District, Water Wells, Chapter 40E-3, F.A.C. FIBERGLASS ENCLOSED SINGLE WELL SUCTION Contrnctor shall drill a test well at the well location to determine the final depth C LOCK START and well screen slot size for the 4' production well. Contrnctor shnll develop and provide production well that will provide snnd-free venter with minimum chlorides and iron content. Finn/ location of the well and punp station shall be determined by the project engineer. R E v l S l O N S ~~*~ ~+~° ~~ 1°"'®"" S7°A78 OP PLQRm1 SHEET A Br DESC I ION A l ION ~°1O pgpA~•Mg/yq• pp 7RAIVSPIDRTA790N N0. O'Mahcme Gentile Hollowa IIdIdIG.iTION DETr~ILs y y C~! ~ ~ ~~ N0. CWNTY FINANC/AL PROJECT ID '~°°~"''°°°~ °~'~°"®'~"`° ~R Bll G9LTEIdN~TE .4-1-fiJ Lo-as ~~`~w.,a~~~-.-~ SR 8/I PALM BEACH ._ ._ 4/53/4-I-52-0/ „m,~.~ ...r.." "„ ,.,ve,.,,_,..w,n..vnn se a„aw m./e M...wvn l sz-orv m,etoeenmmam~ 5- ~ NOTES 1. PIPING MAIN LINES 2-1/2 INCH SCHEDULE 40 PVC PIPE, ZONE LINES 1/2' IS NOT USED, 3/4' 6 GREATER USE SCH. 40 PVC DIRECTIONAL BORING BORING SHALL BE DONE IN ACCORDANCE WITH TO THE LATEST F.D.O.T. STANDARD SPECIFICATIONS FDR ROAD AND BRIDGE CONSTRUCTION, DIVISION II, GENERAL CONSTRUCTION OPERATIONS, SECTION 555, DIRECTIONAL BORE. PROVIDE OWNER WITH ALL BORE LOGS, DIRECTIONAL BORE 'AS-BUILTS', UTILITY CROSSING EQUATIONS AND F.D.D.T UTILITY CROSSING PERMITS THAT ARE REQUIRED, ALL SLEEVES UNDER VEHICULAR USE PAVEMENT SHALL BE SCH 80 PVC OR HOPE PIPE WITH 36' MINIMUM COVER, ALL SLEEVES UNDER WALKWAYS SHALL BE SCH 80 WITH 24' MINIMUM COVER. FITTINGS MAIN LINES SCHEDULE 80 PVC, ZONE LINES SCH. 40 PVC FABRICATIDN~ SQUARE CUT, CLEAN ALL JOINTS. USE CLEANER ON ALL LATERALS, USE GRAY PVC CEMENT. FULLY ENGAGE ALL JOINTS. ALL FABRICATION SHALL BE TO MANUFACTURERS SPECS. ALLOW ALL MAIN LINES TO CURE FOR 24 HOURS BEFORE PRESSURING. ALL PIPE, FITTINGS, AND SOLVENTS TO CONFORM TO LATEST ASTM SPECS.. 2. DEPTH OF LINES MAIN LINE AND WIRING = 24' DEEP, MiN.. SLEEVING UNDER PAVEMENT = 36' DEEP MIN. ZONE LINES = 18' DEEP MIN. FOR ALL ZONE LINES 3. CONTROL WIRES AWG 14 FOR ALL HOT WIRES AND AWG 14 FOR COMMON. SOLID COPPER TYPE OF UL LISTED FOR DIRECT BURIAL, RUN UNDER MAINLINE, TAPED EVERY 10'. SPLICE WIRES ONLY IN A VALVE BOX. ALL SPLICES SHALL BE MOISTURE PROOF USING DBY OR EQUAL TYPE CONNECTORS. RUN I SPARE FROM CONTROLLER IN EACH DIRECTION OF THE MAINLINE TO FURTHEST VALVES, COMMON TO BE WHITE, SPARES YELLOW, HOT WIRES RED, 4. ALL DETAILS ARE GRAPHICALLY SHOWN ONLY. ALL QUANTITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. THIS SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASSURE COMPLETE OVERLAPPING COVERAGE. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT BEFORE PROCEEDING. CODES AND LUCAL REGULATIONS SHALL TAKE PRECEDENCE OVER THESE PLANS, THE LANDSCAPE ARCHITECT/DESIGNER RESERVES THE RIGHT TO MAKE MINOR FIELD CHANGES, THE CONTRACTOR MAY FIELD ADJUST SPRAY NOZZLE SELECTION TO PROVIDE PROPER COVERAGE. 5, THE IRRIGATION SYSTEM HEAD LAYOUT IS DESIGNED AND SHALL BE INSTALLED AND MAINTAINED TO MINIMIZE OVERSPRAY ONTO ROADWAYS. AFTER THE SYSTEM IS FLUSHED AND NOZZLED, THE ARCS SHALL BE SET TO MINIMIZE OVERSPRAY AND THE FLOW CONTROL/PRESSURE REGULATOR ON THE ZONE CONTROL VALVE SHALL BE ADJUSTED DOWN TO PREVENT ANY MISTING OR FOGGING, TO PRODUCE DROPLETS OF WATER TO MINIMIZE THE EFFECT OF THE WIND THEREBY LIMITING OVERSPRAY AND WATER WASTE. CONTROLLER PROGRAMMING SHALL BE SET SO AS NOT TO ALLOW THE IRRIGATION TO CREATE ANY RUN OFF WHICH COULD CREATE WATER ON THE ROAD. 6. THE DESIGNER CANNOT BE HELD RESPONSIBLE FOR ANY MATTER, ACT, OR EFFECT ARISING FROM OVERSPRAY, BROKEN PIPES, HEADS OR NOZZLES, IN THE EVENT OF A BREAK OR BROKEN OFF HEAD OR NOZZLE, THE COMPONENT SHALL BE REPAIRED/REPLACED, CAPPED, OR ZONE TURNED OFF FROM AUTOMATIC OPERATIDN AS SOON AS POSSIBLE. 7. THE DESIGNER DOES NOT WARRANT THAT ALL EXISTING UN-ERGROUND UTILITIES ARE SHOWN OR, IF SHOWN, ARE PROPERLY LOCATED ON THE PLANS, AND ARE EITHER IN SERVICE OR ABANDONED. THE CONTRACTOR SHALL CALL 'SUNSHINE STATE ONE CALL' AT (B00) 432-4770 TO VERIFY UTILITY LOCATIONS AT LEAST 2 BUSINESS DAYS PRIOR TO DIGGING. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT/LOCATE OTHER UTILITIES NOT SUBSCRIBING TO 'SUNSHINE STATE ONE CALL'. ALSO CALL APPLICABLE LOCAL UTILITY AGENCY TO VERIFY LOCATIONS ANO DEPTHS OF UNDERGROUND UTILITIES. MINIMUM RECOMMENDED IRRIGATION MAINTENANCE PROCEDURES Every irrigation zone should be checked Monthly and written reports generated describing the date(s) each zone was inspected, problems identified, date problems repaired, and n list of Materials used in the repair. At minimuM, these inspections should include the following tasks A, Turn on each zone front the controller to verify automatic operation. B, Check schedules to ensure they are appropriate for the season, plant and soil type, and irrigation method, Consult an I.A. certified auditor for methods used in determining proper irrigation scheduling requirements. C. Check remote control valve to ensure proper operation. D. Replace 9V Battery in irrigation controller once per year or as required. E. Check setting on pressure regulator to verify proper setting, if present, F, Check flow control and adjust ns needed; ensure valve closure within 10-15 seconds after deactivation by controller. G, Check for leaks - mainline, lateral lines, valves, heads, etc H. Check all heads as follows x Proper set height (top of sprinkler is 1' below Mow height) x Verify head pop-up height - 6' in turf, 12° in ground cover, and riser in shrub beds. * Check wiper sent for leaks - if leaking, clean head and re-inspect. If still leaking, replace head with the appropriate head with pressure regulator and built-in check valve. ~ All nozzles checked for proper pattern, clogging, leaks, correct Make & model, etc -replace ns needed ~ Check for proper alignment - perfectly vertical; coverage area is correct; minimize overspray onto hnrdscapes. * Riser height raised/lowered to accommodate plant growth patterns and ensure proper coverage, * Verify the pop-up riser retracts after operation. If not, repair/replace ns needed, I. Check controller ground for resistance (10 ohms or less) once per year. Submit written reports. J, Check rain shutoff device monthly to ensure it functions properly, K. Inspect all filters monthly and clean/repair/replace ns needed. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES AND RELEVANT GOVERNMENT DEPARTMENTS AND L. Inspect all valve boxes to ensure they are in good condition, lids ENSURING ALL UTILITIES LOCATED ABOVE, ON, GR BELOW THE SURFACE OF THE SITE ARE PROPERLY DISCOVERED, IDENTIFIED, VERIFIED, are In place and locked. ANO FIELD LABELED, AND ENSURING THOSE SAME UTILITIES ARE AT ALL TIMES SAFELY CONTROLLED AND PROTECTED BY REASONABLE MEANS, M, Check pump stations for proper operation, pressures, filtration, 9. ANY WORKERS, WORKED PERFORMED, EQUIPMENT, ECT. WITHIN THE TRAVEL WAY MUST HAVE A MAINTENANCE OF TRAFFIC PER F.D.O,T. INDEX settings, etc. - refer to pump station operations manual. IN PLACE PRIOR TO COMMENCING WORK. N. Conduct additional inspections, maintenance tasks, etc. that are 10. ALL DAMAGED OCCURRED BY THE CONTRACTOR SHALL BE REPLACED PER TOWN OF PALM BEACH GARDENS AND/OR F.D.O.T. STANDARDS. ~ particular for your site. 11, THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE PROJECT ENGINEER. 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES AND PERMITS. REVISION S ~~ ~~ ~ ~~^ STA78 QP FLARmA SHEET Br SC i N A I IOx ~°° D6PARTMBN7' O1P 7RANSMRTA770N N0. Gentile Holloway O'Mahoney ~~ ~ COf/N7Y FINANCIAL PROJECT ID 1IdR1GATl®N N®TES ~~~ ~^°°°~"'~~~'°~° Sly Bll ltflLTEltN,iTE ,g 1.9 Lo-47 ~w~~rr,a~~~,---~..+r.~ SR Bll PALM BEACH 4/53/4-/-52-0/ SECTION No.: FM No. (s): COUNTY: S.R. No.: EXHIBIT C MAINTENANCE PLAN 93030 415314-1-52-01 Palm Beach 850 This Exhibit forms an integral part of the DISTRICT FOUR (4) MAINTENANCE MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and the AGENCY. Please see attached Page 11 of 12 MAINTENANCE PLAN Landscape Improvements Project State Road No(s): SR 850 (Northlake Blvd.) Project Limits: U.S. 1 (MP 0.015) to W. of SR 811 (Alt. A-1-A) (MP 1.310) FM No(s): 415314-1-52-01 Maintaining Agency: Village of North Palm Beach RLA of Record: Jason Litterick, ASLA (LA0001677) Date: August 2009 I. General Maintenance Requirements and Recommendations: The purpose of a plan for the landscape improvements maintenance practices is to allow the plant material on your project to thrive in a safe and vigorous manner while fulfilling their intended purpose and conserving our natural resources. Plantings and all other landscape improvements shall be maintained to avoid potential roadway hazards and to provide required clear visibility, accessibility, clearance, and setbacks as set forth by Florida Department of Transportation (FDOT) governing standards and specifications: FDOT Design Standards, FDOT Plans Preparation Manual Vol. I, Chapter 2.11 and FDOT Standard Specifications for Road and Bridge Construction as amended by contract documents; and all other requirements set forth by the District 4 Operations Maintenance Engineer. The initial portion of the Maintenance Plan describes general maintenance requirements and recommendations. The concluding section is recommendations prepared by the Landscape Architect of Record specific to the attached approved plans. Watering Requirements: Watering is a critical concern for not only the maintenance of healthy plant material but also for observing water conservation practices. The amount of water to apply at any one time varies with the weather, drainage conditions and water holding capacity of the soil. For plant materials that have been established, it is imperative that any mandated water restrictions be fully conformed to on FDOT roadways. Proper watering techniques. should provide even and thorough water dispersal to wet the entire root zone, but not saturate the soil or over-spray onto travel lanes. Irrigation System: The Agency shall ensure there are no roadway overspray or irrigation activities during daytime hours (most notably "rush hour" traffic periods). It is imperative the irrigation controller is properly set to run early enough that the watering process will be entirely completed before high traffic periods, while adhering to mandated water restrictions. To ensure water conservation, the Agency shall monitor the system for water leaks and the rain sensors to ensure they are functioning properly so that the system shuts down when there is sufficient rainfall. FDOT/EAH Page 1 of 6 M:~CADO%-OG'00'~,07-0102 SR 81 l Old Dixie H~a~y\MOA\Ivlain[enance Plan 4l 53 ~14-1-~%-G 1 SR 8?O.doc Integrated Plant Management: An assessment of each planting area's soil is recommended to periodically determine the nutrient levels needed to sustain healthy, vigorous plant growth. Palms, shrubs, trees and turf areas shall be fertilized in such a manner and frequency to ensure that the plant material remains healthy and vigorously growing. Establishment of an integrated plant management program is encouraged to ensure healthy plants, which are free of disease and pests. Mulching: Mulch planting beds in such a manner as to: prevent weed growth; retain moisture to the plants; protect against soil erosion and nutrient loss; maintain a more uniform soil temperature; and improve the appearance of the planting beds. Avoid mulch mounded up on the trunks of trees, palms, and the base of shrubs to encourage air movement in this area that aids in lowering disease susceptibility. Cypress mulch is prohibited on state right of way. Pruning• All pruning, and the associated safety criteria, shall be performed according to American National Standard Institute ANSI A300 standards and shall be supervised by an International Society of Arboriculture (ISA) Certified Arborist. Pruning shall be carried out with the health and natural growth of plant materials in mind, and to specific pruning heights maintaining clear visibility for motorists, and vertical clearance for pedestrian, bicyclist, and truck traffic where applicable. Visibility windows must be maintained free of view obstructions and all trees and palms (with particular attention to fronds and fruit) maintained to prevent potential roadway and pedestrian hazards. The specific pruning heights are determined by understanding the designer's intent when selecting and placing the plants. The intended mature maintained height and spread of plants should be noted on the planting plans. (See Specific Requirements and Recommendations per Approved Landscape & Irrigation Design far these guidelines). The understory plant materials selected for use within the restricted planting areas (Limits of Clear Sight) of the medians are to be maintained at a height in compliance with FDOT Design Standards Index 546, Page 6 of 6, Window Detail. Vertical tree heights must meet FDOT Maintenance Rating Program (MRP) standards. Staling and Guying: All staking materials, except for replacements, are removed by the completion of FDOT warranty period or at one year (whichever comes first). Any subsequent staking and guying activities by the Agency must adhere to FDOT Design Standards guidelines (See Index 544). The Agency shall closely monitor staking and guying attachment materials so that they are securely fastened to avoid potential roadway hazards. Turf Mowing: A11 grassed areas are to be mowed and trimmed with sufficient frequency to maintain a deep, healthy root system while providing a neat and clean appearance to the urban landscape. All turf Page 2 of 6 FDOT/EAH - M:ACAD07-OOGO\07-010? SR 811 Old Dixie H~~~y\MOA\It7aii~tenance Plan 4153 i.4-1-52-01 SR 8.50.doc efforts: mowing, curb/sidewalk edging, and turf condition must meet FDOT Maintenance Rating Program (MRP). Litter Control• The project site shall remain as litter free as practicable. It is recommended to recycle this litter to avoid unnecessary waste by its reuse. Litter removal efforts must meet FDOT Maintenance Rating Program (MRP) standards. Weeding/Herbicide: All planting areas shall be. maintained as weed free as practicable enlisting integrated pest management practices in areas specified on the plans and by maintaining proper mulch levels. Extreme care is recommended if using a chemical herbicide to avoid overspray onto plant materials. Any damage resulting from overspray is the applicator's responsibility to restore the plantings to the approved plans. Plant Replacement: Plant replacement shall be the same species and specification as the approved plan. Move and replace all plant materials that may conflict with utility relocations and service. Only plants graded Florida #1 or better, per the Florida Department of Agriculture and Consumers Services, Grades and Standards for Nursery Plants are permitted on FDOT roadways. Should it become necessary to change the species, a general use permit is required from FDOT for approval by the FDOT District Landscape Architect. Hardscape (Specialty Surfacing): All specialty pavers and tree grates shall be maintained in such a manner as to prevent any potential tripping hazards and protect damage to the pavers and tree grates. Final surface tolerance from grade elevations shall, at a minimum, meet the most current Interlocking Concrete Pavement Institute (ICPI), Section 23 14 13 Interlocking Concrete Pavers, Part 3.05. If the pavers or tree grates become damaged, they shall be replaced with the same type and specification as the approved plan. Hardscape (Non-Standard Travelway Surfacing): It shall be the responsibility of the AGENCY to restore an unacceptable ride condition of the roadway, including asphalt pavement, caused or contributed by the installation or failure of non- standard surfacing, and/or the header curb, on the Department of Transportation right-of--way within the limits of this Agreement. Pavement restoration areas or "patches" will have a minimum length of 10-ft, measured from the edge of the header curb, and a width to cover full lanes for.each lane affected by the restoration. Pavement restoration will be performed in accordance with the most current edition of the FDOT Standard Specifications for Road and Bridge Construction, and the FDOT Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System. FDOTlEAH Page 3 of 6 M:\CADO%-0000\07-010? SR 811 Old Dixie H~a~,\MOA\Maintenance Plan 415314-1-53-01 SR 850.doc It shall be the responsibility of the AGENCY to maintain all signs located within anon-standard surfacing area. Such maintenance to be provided by the AGENCY shall include repair, replace of the sign panel, post, and base. Hardscape (Landscape Accent Lighting) Landscape accent lighting shall be maintained in such a manner as to prolong the life of the lighting fixture and prevent potential safety hazards. If the lighting fixtures and their system become damaged, they shall be replaced with the same type and specification as the approved plan. Maintenance of Traffic Control Reference the FDOT website regarding the selection of the proper traffic control requirements to be provided during routine maintenance and / or new installations of this DOT roadway. Website: Series 600 Traffic Control through Work Zones http://www.dot. state.fl.us/rddesign/DesipnStandards/Standards.htm Vegetation Management at Outdoor Advertising (ODA) To avoid conflicts with permitted outdoor advertising, please reference the State of Florida website regarding the vegetation management of outdoor advertising. This website provides a portal to search the FDOT Outdoor Advertising Inventory Management System Database. The database contains an inventory of outdoor advertising structures, permits and other related information maintained by the Department. Website: FDOT Outdoor Advertising Database http://www2.dot.state.fl.us/ri htg ofway/Default.aspx Also, reference the Florida Highway Beautification Program website link for Vegetation Management at ODA signs for the Florida Statutes and Administrative Codes related to Vegetation Management at Outdoor Advertising Signs and Permit Applications for Vegetation Management and Outdoor Advertising Signs determining Mitigation Value of Roadside Vegetation. Website: FDOT Environmental Management office for Landscape Architects http: //www. dot. state. fl.us/emo/beauty/FLA. shtm II. Specific Protect Site Maintenance Requirements and Recommendations: All Groundcovers located within the limits of clear sight as noted in the Landscape Plans, shall be maintained at a height not to exceed 24" measured from the top of the roadway. FDOI/EAH Page 4 of 6 1~1:'~.CAD07-0000\07-0102 SR 8l1 Old Dixie H~>>~MOA\Maintenance~Pla~i415~1?-]-53-01 SR 850.dac REFERENCES This reference list is provided as a courtesy. The list may not contain the most current websites. The most current references must be accessed for up to date information. American National Standard Institute, ANSI A300, (Part 1) for Tree Care Operations -Trees, Shrub, and Other Woody Plant Maintenance -Standard Practices (Pruning), available for purchase http://www.treespecialists. com/pdfs/prunin gstandards.pdf Florida Deparhnent of Agriculture and Consumer Services, Division of Plant Industry, Florida Grades and Standards for Nursery Stock, available for purchase http://www.doacs.state. fl.us/pi/plantins~/publications.html Florida Department of Transportation, FDOT Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System, Index 544 Landscape Installation http : //www. dot. state. fl.us/rddesi ~n/rd/RTD S/08/544. pdf Florida Department of Transportation, FDOT Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System, Index 546 Sight Distance at Intersections http://www.dot. state. fl.us/rddesi ~n/rd/RTD S/08/546.pdf Florida Department of Transportation, FDOT Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System, Index 700 Roadside Offsets http: //www. dot. state. fl.us/rddesi ~n/rd/RTD S/08/700.pdf Florida Department of Transportation, FDOT Plans Preparation Manual (PPM) Vol. I Chapters 2.11.5, Horizontal Clearance to Trees; Table 2.11.9 Horizontal Clearance and Clear Zone; Figure 4.1.2 Clear Zone; and Table 25.4.11.1 Clear Zone Width (feet) and Table 25.4.14.6 (for existing) trees http://www.dot. state.fl.us/rddesi~m/PPMManual/2008/Volume 1 /zChap02.pdf Florida Department of Transportation, FDOT Standard Specifications for Road and Bridge Construction, Section 580 Landscape Installation http://www.dot.state. fl.us/specificationsoffice/Implemented/CurrentBK/CurrentSpecs/580.pdf Florida Department of Transportation, Maintenance Rating Program Handbook http://ombnet.dot.state.fl. us/procedures/bin/850065002. pdf Florida Department of Transportation, Landscape Architecture Website http://www.dot.state.fl.us/emo/beauty/beaut FDOT/EAH Page 5 of 6 I,~:~,,c~.DO~-coco~a~-olo~ SF~ SI I Old Dixie H~,~v\>\~OA\Maintenance Plan 415314-1-5~-01 SR R~O.d~c Interlocking Concrete Pavement Institute (ICPI) http://www.icpi.or~/ http://www.fisstate.org International Society of Arboriculture (ISA) www.isa-arbor.com Manual on Uniform Traffic Control Devices http: //www.mutcd. fhwa. dot. gov Florida Imgation Society http: //www. fi s state. orb Florida Department of Community Affairs (FCA), Florida Board of Building Codes & Standards, Florida Accessibility Code for Building Construction http://www.dca. state. fl.us/fbc/publications! 1 ~ublications.htm Guide to Roadside Mowing and Guide to Turf Management, available for purchase http://infonet.dot. state. fl.us/Supports ervicesOffice/plist.htm Accessible Sidewalk Videos (ADA) http://www.access-board. gov/news/sidewalk-videos.htm FDOT/EAH Page 6 of 6 M:ACAD07-0000\07-010? SR 811 O1dDixie H«~y1MOA\Maintenance Plan 415314-1-52-01 SR 850.doc SECTION No.: FM No. (s): COUNTY: S.R. No.: EXHIBIT D APROXIMATE PROJECT COST 93030 415314-1-52-01 Palm Beach 850 This Exhibit forms an integral part of the DISTRICT FOUR (4) MAINTENANCE MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and the AGENCY. Date: APPROXIMATE PROJECT COST: October 12, 2009 $542,778.23 Page 12 of 12 .~~..~.r?.:.~~r~<I5€A~~~;~ 1'~:)r~ ~~~i~:c'~.~~€).~ ~~,~t:~::~ ilk.-''~;?~.~eztul ~~~ ~i~f} ~=4~;~~ 1=~-'}.c~i~~;a .Pay Item. No. Construction item 110-4 Ex. Conc. Removal 522-1 Concrete Sidewalk, 4" 523-1-1 Pattenered/Textured Pavement '523-1-2 Pattenered/Textured Pavement '570-1-2 Performance Turf (St. Augustine; Landscape Complete (Small' Plants} ;: '.580-1-1 Green Is. Ficus '580-1-1 Plumbago 580-1-1 Indian Hawthorn 580-1-1 Dwf. Crown of Thorns 580-1-1 Parson's Juniper 580-1-1 Queen Emma Crinum Lily Landsca e Com lete' Large Plants) 580-1-2 E. Palatka Holly (16') 580-1-2 Mediool Date Palm (15-16' C.T.) Uriits- Quantity. Unif Cost SY 1,241.00 $20.00 SY 549.00 $35.00 4sphalt) SY 660.00 $85.00 ;,onc.) SY 549.00 $65.00 SY 1,489. $3.25 EA 345 $12.00 EA 310 $9.00 EA 1583 $9.00 EA 8435 $6.00 EA 1825 $9.00 EA 12 $120.00 EA~-8r $1,000.00 EA 23 $8,500.00 Total -Cost $24,820.00 $19,215.00 $56,100.00 $35.685.00 $4,140.00 $2,790.00 $14,247.00 $50,610.00 $16,425.00 $1,440.00 $8,000.00 $195,500.00 590-70 Irrigation System (See Attached) I LS ~ 11 $108,966.981 $108,966.98 SUBTOTAL $542,778.23 TOTAL ESTIMATED CONSTRUCTION COST $542,778.23 Opinion of Probable Construction Costs S.R. 850 -Landscape and Irrigation Plans FPID No. 415314-1-52-01 'iProject Limits: Maintaining Agency: 'SR 850 from SR 811 (Alt. A-1-A) to SR 5 (US 1) Landscape & Irrigation Village of North Palm Beach October 12, 2009 Irrigation Cost Estimate For SR 850 (Northlake Blvd.) between Florida East Coast Railroad and US One North Palm Beach, Florida Quantities Item Unit Cost Total Unit Cost 4 Irrigation 4 Station Controller w/Rain Sensor 1,700.00 6,800.00 2 Irrigation 6 Station. Controller w/Rain Sensor 1,700.00 3,400.00 1 Irrigation 16 Station Controller 600.00 600.00 33 1" Electric Valve/Gate Valve in Valve box 170.00 5,610.00 40 12"Pop-Up Spray Head 40.00 16,200.00 25 6" Pop-Up Spray Head 35.00 875.00 44 Flood Bubbler 20.00 880.00 10 Flood Bubbler (add to existing system) 35.00 350.00 5 1" Backflow Preventer 350.00 1,750.00 1220 LF 1-1/2" Schedule 40 Mainline 2.90 LF 3,538.00 1490 LF 2" Schedule 40 Mainline 4.12 LF 6,138.80 4463 LF '/4" Schedule 40 Lateral Pipe 1.24 LF 5,534.12 765 LF 1" Schedule 40 Lateral Pipe 1.83 LF 1399.95 795 LF 1-1/4" Schedule 40 Lateral Pipe 2.49 LF 1,979.55 750 LF Directional Boring 40.00 LF 30,000.00 8 Sites _ Bore Mobilization 1,500.00 12,000.00 14240 LF AWG 14 Control Wire .20 LF 2,848.40 2 Walkway Excavation & Replacement 800.00 1,600.00 2 5/8" Water Meter & Valve box 500.00 1,000.00 2 Service Tap 550.00 1,100.00 4063 Sq Ft Utilities Impact Fee 1.32 per Sq Ft 5,363.16 Total Cost Estimate - $108,966.98