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Home My WebLink AboutDocumentation_Local Planning Agency_Tab 01_01/10/20081. VILLAGE COUNCIL MEETING: VILLAGE OF TEQUESTA AGENDA ITEM TRANSMITTAL FORM Meeting Date: 1-10-08 Meeting Type: LPA Ordinance #: N/A Consent Agenda: No Resolution #: N/A Originating Department: Community Development 2. AGENDA ITEM TITLE: (Wording form the SUBJECT line of your staff report) Site Plan Review for a new bank building for Regions Bank, located at 691 Route No 1. 3. BUDGET /FINANCIAL IMPACT: NONE Account #: ~ii~-1; here to antes- text. Amount of this item: 4~;yi",~~; ~ sere to Fntar ta~ft. Current Budgeted Amount Available: Amount Remaining after item: ,, > ~ ~ ~- , ~~~~~~: ua ~: a ~~~ti. Budget Transfer Required: C;~~aose ~r, Appropriate Fund Balance: i~~a~~se ~r~ itarx~. 4. EXECUTIVE SUMMARY OF MAJOR ISSUES: (This is a snap shot description of the agenda item) Click here to enter text. 5. APPROVALS: ,/~,- ~ i ~/~. y Dept. Head`. ~ / Finance Director: ,r ;~ Attorney: (for legal suffigier~'cy) Yes ^ No ~~ J Village Manager: ~- SUBMIT FOR COUNCIL DISCUSSION: APPROVE ITEM: DENY ITEM: ^ STATE OF FLORIDA DEPARTMENT OF TRANSPORTATIOf` ILITY PERMIT FORM 710-010.85 UTILITIES OHO 7 oc ~.~Oyt RMIT NO.: SECTION NO.: Q G(~ STATE ROAD 5 COUNTY Palm Beach OT construction is proposed or underway. ^ Yes ®No Financial Project ID: Is this work related to an approved Utility Work Schedule? ^ Yes ®No If yes, Document Number: PERMITTEE: Village of Tequesta ADDRESS: 345 Tequesta Drive TELEPHONE NUMBER: (561) 575 - 6233 CITY/STATEIZIP: Tequesta, FL 33469 The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain the following: Within the right-of-way on the east side of U.S. Highway 1, remove existing water meter and tie into existing stub out and install two (2) new meters: one (1) -one inch (1 ") domestic water meter and one (1) -one inch (1 ") irrigation water meter. FROM: Canal Street . TO: Inlet Court r Submitted for the PERMITTEE by: Michael Boo -Team Manager, Interplan 09/26/07 Name and Title ignature Date ed or Printed Le ibl C6i'ons 4n ~qGL •~ Ol 1. The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification w S mailed on 09/26/07 to the follow) g utilities known to be involved or ~ A°T ~'T 4 ~~ ~ ' A r . potentially impacted in the area of the proposed installation: Wr~L Pa~ ~ ' shall be notified a minir~r~of foJ~ el -t S48 hours in advance 2. The local Maintenance or Resident Engineer, hereafter referred to as the FDOT Engineer t t d U • 1 • ~/ ~~+~ ~ l a oca e prior to startiy9 ork nd ~9 in i~nediately upon completion of y~I~T~g ~Fg~,T ~~61neer is ~ y-b .The Permittee's employee nesponsible for MOT is qQQ /"" ~ ~ /~ l) ~ lJ!/ , Telephone Number~(I ~ " ~IJV 'Y Telephone Number . (This name maybe provided atthe time of the forty eight (48) hour advance-notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer. 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the FDOT un r Paragraph 8 of this Permit. d _ days after issuance of permit, and shall be completed within 5. This Pe 't a.~hall commence actual construction in good faith within (J days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FDOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403(1), Florida Statues, any utility placed upon, under, over, or along any public road or publicly owned rail corridor that is found by FDOT to be unreasonably interfering in any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utilityagt ~~, be removed or relocated by such utility at its own expense except as provided in paragraphs (a) and (b), and except for reimbursem hts e o In previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the Permittee will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delaythe work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current UAM. The Permittee shall not be responsible for delay beyond its control. 10. In the case of non-compliance with the FDOT's requirements in effect as of the date this permit is approved, this permit is void and the facility will have to be brought into compliance or.removed from the RIV1/ at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and n~~''o## t F~ OT under Para ra h 8 of this Permit. Railroad Utili A reements. This rovision shall not li it h~ autho „„ 11. It is understood and agreed that the rights~ytcft~l~ ~rl~bFJtadi~e~~Med only to the extent of the State's right, title and interest in the land to be entered u on and used b the Permittee d I t' the extent emlitted b law, assume all risk of and indemni defend, manner on account of the in an ri i S ~~ ~ - ~a ' ~~ y s ng nd all loss, damage, cost or expense a lf an d ag o and save harmless the State of Florida a an,,YY~~,a exercise or attempted exercises by said Perr~$t~}f~~'~i-~i8'~s'~I~ privileges. 12. During construction, all safety regulations of the DO ~'~[~~~ ermittee must take measures, including placin and the display of safety as amended for t area in accordance it F UTCD h th~ h -o ~~~~~ , projec ug Ic r devices that may be necessary in order highways, the requirements of the Standard Application Package for railways, including flagging services and i surance or acceptable altemative, when applicable, and the FDOT's Design Standards, Indexes 600-670, and Standard Specification a Construction, Section 102, as amended by the UAM. When a Utility deems it necessary to conduct Traffic Control activities and th s significantly different from those addressed in the above references, the Utility must submit an altemative plan signed and sealed by a licensed Florida professional engineer qualified to develop TCP in accordance with the provisions of Chapter 8 of the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between and within the FDOT's R/V1l as set forth above. Whenever the Permi 't a Permittee's sole cost and expense. The Permittee, at its sole expense, shall promptly remove said out of service util' ' ~~ T determines said removal is in the public interest. 14. In the event contaminated soil is encountered by the Utility or anyonwithin ~~~fllbtion limits, the Utility shall immediately cease work and notify the FDOT. The FDOT shall coordinate with the appropriate a encies i~~i~e of any suspension or revocation of the permit until contamination assessment and remediation, as appropriate under Rul6~~p~ ~ Administrative Code, has progressed to a state that all environmental regulatory agencies having jurisdiction have approved t e si eo# t e contamination foldresumption of work. 15. For any excavation, construction, maintenance, or support activities performed by or on behalf of the FDOT, within its RNU, the Permittee maybe required by the FDOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposure of underground facilities, provide any necessary support to facilities and/or cover aerial facilities as deemed necessary. 16. Pursuant to Section 337.401 2 ,Florida Statutes, the ermit shall re uire the ermit holder to be res onsible for dama a resultin from the issuance of the Page 1 of 2 V ~ `T7 ~ ~ "6 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 710-010-85 UTILITY PERMIT Dc ~L a~o~ permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued or entered Into pursuant thereto. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. 18. The Permittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. 19. Special FDOT instructions: It is understood and.agreed that commencement by the Permittee is acknowledgment and acceptance of the binding nature of all the above listed permit conditions and special instructions. 20. Receipt of this permit acknowledges responsibility to comply with Section 119.07(3), Florida Statutes, and UAM Chapter 4.5.2, regarding Exempt Documents and Security System Plans Requests. 21. By the below signature, the Permittee hereby represents that no change to the FDOT's standard Utility Permit form, as incorporated by reference into Rule 14-46.001, for this Utility Permit has been made which snot been previously called to the attention of the FDOT (and signified to by checking the appropriate box below) by a separate attached written d c nt showing all changes and the written and dated approval of the FDOT Engineer. Are there attachments reflecting change/s to the standard form'?N ^ YES If Yes, pages are attached. n PERMITTEE Russell White POb ~; ~ S~ des ~ ,i SIGNATURE DATE: ~, j.007 Name 8~ Title of Authori d Permittee or A t T ed P ' d L.e ibl a ~ APPROVED BY: E' ( ~, _ DATE: ~`~~ °"' /' District Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFICATION ~i4TE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DATE: District Maintenance Engineer or Designee I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FDOTs current UAM. All plan changes have been approved by the FDOT's Engineer and are attached to this permit. I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: SIGNATURE: DATE: Name 8~ Title of Authorized Permittee or Agent T ed or Printed Le ibl CC: District Permit Office Permittee • Page 2 of 2 ~~ONS :06217DN JO. 1 & CANAL STREET H COUNT!) FLORIDA ON DLE N1 THE OFFICE OF THE CLFPoL OF THE dRCUIT COURT IN ANO FOq tCfi OF LAND 40 FEET IN WIDTH MEASURED TROY EAST TO WEST AND 140 IN JTS 1 THROUGH 7, INCLUSIVE, &OCK 3, JUPITER HEIGHTS, RECORDED IN PLAT )LURON R-76-1004 ANO RECORDED IN OFFICIAL RECORDS BOOK 1606, PAGE -WAY U.S HIGHWAY N0. I, SAID LANDS 9NATE, LYING AND BEING W PALM ICE ~ ME CLERK OF THE CIHCUIi COURT IN AND FOR PALM BEACH COUNTY, d.M BEACH CWNTY, FLOPoDA ICE OF RlE CLERK OF THE C1HN1T COURT MI AND FOR PALM BEACH CWN7Y, IERILAN TELEPHONE AND TELEGRAPH COMPANY AS RECORDED IN GEED 8001( TE, LWNG AND BEING IN PALM BEAdI COUNTY, RORIOA L FllE IN THE OFFlCE OF 111E CLERK OF RTE ORCUIT COURT IN AND FOR AND LUNG NIMEOIATDT ADJACENT TO RTE WEST Di LOTS e. 9, t0, 11 AND 3ETNC 100 FEET LONG AS MEASURED FROM NORTH TO SOUTH, AND LYING iT CP WAY LING OF U.5_ HIGHWAY N0. 1. . iNTERPLAI`I ARCHRECNRE ENGINEERWG INR3t10R DE57GN PROJECT MANAGEMENT AA oo3a2o Ca a66o 933 LEE ROAD, F61Sf FLOOR RORIDA 32810 PFI 407.646.5008 FX 407b29.9124 SHLL: O ~V u ~`~ ^~ td ~ ~, ~~~~~~ NOTED ~• G~ ~~ 9 +4 RAASpNB: / ~~~? ~. J ;'~ ~ y '1 ~ 7V -..~ w ~q,+~~~. L~ ~ ~~ - w, ueiE Rvaras 'i' ~ J~ i .I ~~r'Y~b.,;f a j i Y~y~' ~.A 14 ~ ~~ a~ ~~ SHEET INDEX SHf. N0. DESGRwnai snlucTURM. DRAWINGS CS COVER SHEET SI SIRUCTUFML DATA SHELT c1vtL DRAWTxcs sz FouwDAnoN rE noDR RAN CB CIVIL DATA SHEET SJ FOUNDATION SECTION 8 DE7AR5 CI SITE OINENSION PUN 54 ROOF FRAMING PUN C1,1 SITE OEMOUTION PLAN (PHASE Q 55 TYPICAL SECTIONS C13 511E DEYOLRION PLAN (PHASE II) S6 TYPICAL SECTIONS C2 UTILITY PUN 57 TRUSS PROFILES C3 GRADING AND DRAINAGE PUN _ _ C3.1 STORMWAIER POLLUTION PREVENTION PUH (SWPPP) - - CA SITE DETAILS _ _ C5 LIR STATION DETAILS _ _ LI UMDSCAPE PLAN 11EGL1NIGV. DRAWINGS 11 1 LANDSCAPE DETAILS PLAN N0 MECHANICAL DATA SHEET LZ IRRICATICN PUN N7 MVAC FLOOR PLAN /SCHEDULE /LEGEND E2 FJECTRICM SITE PUN M2 HVAC DETAILS AND CONTROLS SUINEI' _ _ PLWBING DRAWINGS PO PLUMBING DATA SHEEP ~ DETAILS P1 FLOOR PUN UNDERGROUND ARCHIIECNRN, DRAWINGS P2 FLOOR PLAN ABOVE GROUND AB ARCXITECIURAL DATA SHEET - - Ai FLOOR PLAN ELECTRICAL DilAW7NG5 A2 REFIECIFD CEILING. ROOF PLAN AND DETAILS E0 ELECTRICAL DATA SHEET AT EXTERIOR ELEVATIONS AND DETAllS EI ELECTRICAL LEGEND, NOTES, AND SCHEDULE AA BUILDING SECTION AND DETAILS EJ FLOOR PLAN - LICMING AA.1 ROOF SECTION AND DETAILS E4 FLOOR PLAN -POWER A5 WML SECTION MID DETAILS ES FLOOR PW1 - AU%ILIARY A6 OETMIS SHEEP T E6 CRITILM DIMENSION RN'L A7 DETALS SHEET 2 _ _ AB INTERIOR ELEVATIONS ANO DETAllS SPIFFY I - - A9 INTERIOR ELEVATIONS AND DETAILS SHEEP 2 A9.1 At6 INTER _ ATIONS INTER ~ 0N5 I I SECURITY EWIPNEM (FOR INFORMATION 0 1 OF 8 EIECTR N 5 1 - 6 OF 6 DRIVE -UP ISLAND ATY DETALS ~` °e' C N4NUFACNRER N - TYPE N223 HANSOM TE%IURE PE68LETE7( FINESTONE TE%TURE LIMESTONE FINESTONE GAPS h MFnnIIIONS LURE FINEIE% FINESiONE . AFKE "BONE WHITE" SPLITFACE 'PA°RIKA' NAWNEER ARRISCRAFf COLLPANT • All INTERIOR E A IONS 5 2 2 OF S NOTES AND AI A72 ELECTRICAL AND SECURTTY PUWS J OF B R A13 FINISH RMLS 4 OF 1 MODU VAULT DETA ~, All DOOR SCHEDULE AIR) OETMLS 5 OF 6 A15 VAl1LT RMI qND DEAILS 6 OF B AFTER HOURS ~ AI6 HURRICANE SHUf1ER DETALS 7 OF LS ` - -~~ m. Y . I ®RBGION$ REGIONS D # FISE06211DN S.EC OF 0.S HWY 1 dl CANAL SI. ~~ ~ C:OPYFeGHf ©2007 INIERPLAN U.C RE6l3NE3 COPTt6GFTf B.OTH97 fMCF115 RE6IRCMIG THESE DOCllMEMS ro THE ORIG4VA1. srtE oR REPOSE FOR YVF#CH THEY WEITE CHPNGE6 OR ASSIGNMEMS ARE PIIOJECf NO: 2007.037 B DATE: o-lsa7 CS • C:HECKFD:q ~~~ . ~` !'M . t - ~F-AV44~W~WI,1.,A,~ht1UlAG0i .r.r.- cx~an SEP-19-2007 09:00 FROM:TEQUEST DCD 5615756224 70:914076299124 P.1 ,. m~ ~.Q ,~oa , 1E ~C~: ~O7 6.29• ~~~~~~~ RECEIPT N0. 9 ~a ~ CHECK N0. ~'~ ° J AMOU1vT ,. .' VILLAGE OF TEQUESTA DEPARTMENT OF COMMUNITY DEVELOPMENT 34S Tequesta Drive, Tequesta, FL 33469 Tel. 561-575-6220; Fax: 561-575-6224 SITE PLAN REVIEW APPLICATION & CHECKLIST • • CONTACT INFORMATION: Date of Submittal: /O 8 47 Pro'ect Name: On~S ~ -- T V $o~lTHf~+t cb~+~- u.s. ~ AL s-r, oo- y3--4~0~3o-oi vo3-oo Pro'ect Address: ~p 7 ~Co" ~ Ism e~ ~,5. f.GT G~T.PCN: bo- 3~-a2-003-ocl A licant's Name: -r,1JS pf W K.- Phone No. Zo5'-~*Sb0- S32~ Address: ?~ t1l~"'X~' b~~~ Q ~v17E ~c40 B1fQ I /41. .~SZ Develo er/Owner's Name: p~ Authorized A east's (AA Name: f4E1. gpp - Phone No. y~7- (q~s-SODS AA's Address: .33 Lam' ~D ,2 Dac,~~,tAv ~ ~2$~O AA's Fax No.: ~D'7- (.,29 --9/2 ~ AA's E-mail nt8gp~ D COST OF CONSTRUCTION: ~l000 000. DO ~'/ ar~c..St ~ o~dD SITE DATA SUMMARY: 1 Gross Ac e , OS' f~vriR~ sr 2 Total S ace SF & % (p ~ • , 3) Total Lot Cove e:. envious Su (All avin walkwa atias, decks, etc. (SF do 28 ~S~ ~3. ~ 4) Lot Coverage: Pervious Surface or een Areas (SF & %): a) Within all Paving Areas: b) Remainder All Areas: c) Total Lot Cove e: ( • , 5) Units Per Acre: ` 6) Total Paving Within Parking Areas {SF & %) 2~ 9r0~0 S-4(. ? • • 7) Calculation of Parkingll,oading Spaces (Indicate Handicapped Spaces 8) Number Required by Zoning District (Indicate Handicapped Spaces) 2~ 9) Total Gross Square Footage of all Buildings 3 ~~ 10) Breakdown of Building Squaze Footage by Flaor, Buildings, Type of Use, etc. 3 g S 11) Building Height {Stories & Height: Calculated using half the height of a sloping roof j: ~ 2~(~ u 12) Zoning District h~-»V~/ .. 4nlA~. CoArJ 1 SEP-19-2007 09:01 FROM:TEGlUEST DCD 5615756224 T0: 914076299124 P.2 • 13) Description of Adjoining Properties (include their inning district) North ~ +M~uNI ~L S ~ l,l~ South C L ~ 3/ 1~S rql, East S ~ T West lJ . S . wq 14) Ftoodplain Management Considerations: « a) Zoae Designation b) Banc Flood Elevation _ /J /q --- . c) Proposed Finished Floor Elevation ~ ~. ,3 d) Coastal High Hazard Design Considerations rJ 15. Signage: Master Sign Plan Required: Include a summary and rendering of all on-site signs including directional signage, wall signs and free-standing signs. Number ofFree-5tandin Si ~ Si Di is Area. Size S . Ft. .,S". 7'S Number and Description of Directional Signs; 3 ~ on7Al SI .~S - cz. R~ 2 s ~,oE c ~ ~ a~~ - a 5~.~ •s~ Number of Wall $i Si Size ( . Ft.) 16. Landscaping Requirements: Percent of Native Plantings: ~S • ~4J~1L S~ • SECTION 2 -CHECK LIST OF RE UIRED DOCUMENTS Letters of Approval, Permits and/or Level of Service Documentation from all applicable agencies. A contact list (not all inclusive) is included with ibis application for your convenience. Include a copy of the letter/document with yow application. Apply a page number to the letter and indicate the page number in the spot provided below. 1) Village of Tequesta Utilities Department 2) Village of Tequesta Engineer • 3) Loxahatchee River Environmental Control District (ENCON) 4) Palm Beach County Solid Waste Authority S) Palm Beach County Deparnment of Environmental Resources Management (DERM) • 6) Palm Beach County Health department • 7) Palm Beach County Traffic Engineering 8) Palm Beach County School Board (Letter of Determination for School Concurrency) 9) Waste Management (Nichols Sanitation) • 10) South Florida Water Management District (SFWMD) • 11) Florida Power & Light • 12) Florida Department of Transportation 13) Florida Department of Environmental Protection 14) Comcast Cable Company • 1S) BellSouth 1r7.Others, as may be aanlicable • SEP-19-2007 09:01 FROM:TEQUEST DCD 5615756224 70:914076299124 P.3 ~~ I~~Ca-1~~ ~oO -J.,~J-~Pr.r~~~Li.r~ PRINT NAM1E Ap i ant's Si na ur 9.2s o~ Date • • Fifteen (15) Copy Sets Required as follows: 2 Scts -Full size, Enginecred Signed and Sealed (Used for permitting) 15 Sets -Reduced to 11x17 only if legible. Engineered Signed and Sealed Revised: 186/07; 3,14.07 3 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850-040-15 • DRIVEWAY/CONNECTION APPLICATION SYSTEMS PLANNING 04105 FOR ALL CATEGORIES Page 1 of 3 OFFICE USE ONLY Application Number: d7 ` A ~ M R ~ d ~ ~ Q~~`~~ived By: R • G V e FDOT ST (TYPE g~ T) Category: 5q~y V P~ ~'ao a Date: ~ 0 "~~'~d'` ~ V Section/Mile Post: gjOy ~ ~~• q 7 7 • ~l•~~7 State Road: J Section/Mile Post: State Road: • • Contact the Department of Transportation to determine what plans and other documents you are required to submit with your application. • Complete this form (some questions may not apply to you) and attach all necessary documents and submit it to the Department of Transportation. • For help with this form contact your local Maintenance or District Office. • Or visit our website at www.dot.state.fl.us/onestoppermitting for the contact person and phone number in your area. • You may also email -driveways@dot.state.fl.us • Or call your District or local Florida Department of Transportation Office and ask for Driveway Permits. APPLICANT: Check one: Owner Q Lessee Q Contract to Purchase Name: QE(~Ib/VS ~AN~~ '1~1 Responsible Officer or Person: „GjjEGOfLx ~A2R.IS + V r e~ F ~PF ~1 ~5 If the Applicant is a Compain'y or Organization, Name: ~/Q/fJ~ Address: ?,,{~j(~ /~11/C^~C/-~iQs~ ~i4~~w14Y . SU1TE ~d0 city, state: a/~2/7?/NGf,6A/9') ~ /~L ~~a~l~/ Zip: 352y~1 Phone: l ZOS~ 5C~0~ ~~ Fax: Email: ~i~G 1-IA22i15 ~ /Z6C~/O~t15 GdI1'1 c~~'~ `~ ~ 9~1~' LAND OWNER:(if not applicant) ~'~ ~"„~LJ~,~ ~~''~ ~~.~ Name: t is PGA ... ~!~/~ Rt'S TO~~ ".. ~..,~~~r ~u If the Applicant is a Company or Organization, Name: ~ ~~( ~~( F~~tnw Address: City, State: Zip: Phone: Fax: Email: A copy of this permit and • plans will be on tl~e job site at all times d»llrin~ the constr>~cti~>I~ ~~ tb~~ ~~elllty (~~ .. ~' ' O (~ • • aso-oaais SYSTEMS PLANNING oaros Page 2 of 3 AUTHORIZED REPRESENTATIVE: If specfied by Applicant to handle, represent, sign, and file the application - NOTE: A notarized letter of authorizatnion must be provided with the Application Name: ~IGI~AE~_ ~Oo Company Name: ~EQQ(r~1 ~G Address: g3~~ [,~~ KOQ~ City, state: OiZC~4~t11)4 ~Go2.ll~r4 t 1 Q, ~J'/ Zip= 32g~~ Phone: `yO7 ~ G yJ ~ ~0~~ Fax: ~y~ / ~o Z 9 " ` ~ G `Y /^~ ~~ Email: ~~i00 C~ /~y-rF2PL ~NOQGA~1//~d . COM Address of property to be served by permit (if known): I ~~D2~0 ~ F~1GNhJAY ~ '~' 40~ U5 H~GN V~w,a6L~ OF T~~6s'1~' ~ F` If address is not known, provide distance from nearest intersecting public street (such as, 500 feet south of Main St.) Check here if you are requesting a Q new driveway Q temporary driveway Q modification to existing driveway ~ safety upgrade Does the property owner own or have any interests in any adjacent property? No Q Yes, 'rf yes -please describe: Are there other existing or dedicated public streets, roads, highways or access easements bordering or within the property? No 0 Yes, if yes -list them on your plans and indicate the proposed and existing access points. Local Govemment Development Review or Approval Information: Local Government Contact: CEkTH E2 IN ~ /~AR(~lNG Name: Government A~geyncy``: Vl [.GAG E OF' / ~oc~E'STA Phone #: L s~>> ~~ • dZZZ • • • • aso~o4o-is SYSrEA7S PLANNMO 04165 Page 3 of 3 If you are requesting commercial or indusUlal access, please ind[cate the types and number of businesses and provide the floor area square foofage of each. Use additional sheets if necessary. nuslnasa (Name and Type) oars Foote s Business (Name and Type) Soars FooW e ,. ~r~to~-5 3<wrc 3 $2oSF . If you are requesting a residential development access, what is the type (single family, apartment, townhouse} and number of units? yPs Number of Units Provide an estimate of the dally traffic volume anticipated for the entire property at build out. (An Individual single family home, duplex, or quad-plex is not required to complete fhis section). Dally Traffic Estimate = ~~ 2. TU1~~ (Use the latest Institute of Transportation Engineers (iTE) Trio Generation ~goort) E If you used the ITE Trip Generation Report, provide the land use code, independent variable, and reference page number. 4'E'~n se a span ant ar ab a sport page nom era Terence Check with the Florida DOT Office where you w71 return this form to determine which of the fallowing docximents are required to complete the review of your application. Plans should be 11" x 17' (scale 1`x50') Note: No pieta larger than 24` x 36' will fie accepted f) Proposed access design g) Parcel and ownership maps including easements (Boundary Survey) a) Highway and driveway plan profile b) Drainage plan showing impact to the highway right-of-way h) _ Signing and striping plans i) Traffic ConlroVMaintonance of Traffic plan c) Map and letters detailing utility locations before and after Development in and along the right of way j} proof of ifabillty insurance d) Subdivision, zoning, or development plans k) Traffic Impact Study I) Cross section of roadway every 100' tf exclusive tom lanes are e) Property map Ind~ating other access, bordering roads and sheets re aired important Notices to Applicant Before Signing Application The Department Reserves The Right To Change Traffic Features And Devices In Right Of Way At Any Tlme Proposed traffic control features and devices in the right of way, such as median openings and other fraffic control devices, are not part of the connection(s) to be authorized by a connection permik The Department reserves the right to change these features and devices in the future in order to promote safety in the right of way or efficient traffic operations on the highway. Expenditure by the applicant of monies for Installation or maintenance of such features or devices shall not create any interest in the maintenance of such features or devices. Slgniflcanf Changes In Property Use Must Undergo Further Review if an access permit is issued to you k will state the terms and conditions for its use. Significant changes In the use as defined In Section 335.182(3), Florida Statutes, of the permitted access not consistent with the terms and conditions [fisted on the permit may be considered a violation of the permit. All information 1 G[ve Is Accurate I certify that I am familiar with the information contained In this application and that to the best of my knowledge and belief, such [nformation Is true, complete and accurate. Starting Worts On The Driveway Connection After I Get My Permit Means I Accept All the Conditions fn My Permit I wit! not begin work on the connection until I receive my Permit and t understand all the conditions of the Permit. When i begin work an the connection, I am accepting all conditions tasted in my Permit. Applicant Name (Printed): Gp ~ p - ~QE(//p/VS A.tJfC Appilcant's signature: .Date ~ _ ~~ 7 U® ~ .. • • STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DRIVEWAY CONNECTION PERMIT FOR ALL CATEGORIES PART 1: Pl!ERMIT INFO/RMATION 2 APPLICATION NUMBER: a~ 'A ~ ~ Q ~o ~ ~ j1 ~ ' ~c~ ~~ Permit Category: SJaFjsT'r UP~i~DE Access Classification: Project: ~oNS .• `J Qv L - CI o3 a E'~Cr L?~~'l~ e,, x1 0;7 %~ ~:", w Permittee: Section/Mile Post: _Q3dy p State Road: Section/Mile Post: State Road: 850.040-1 B SYSTEMS PLANNING - 06106 Page 1 of 3 I PART 2: PERMITTEE INFORMATION Permittee Name: ~G/Q~US__ ~~t/ ~~pGY 1SFA~'.K1S ~ V p ar f~Rdf~~IJ~S Permittee Mailing Address: OD City, State, Zip: Telephone: ~~l S~oD- ~J32'S ~~E ~~'/ 1h1 jrLQ~r~~ M Engineer/Consultant/or Project Manager: /~tlTE'lLPLJ~I/ L.(,G "' ~[C„~/fjF1. ~ " ~E~/'~1 '//I~~GE~ Engineer responsible for construction inspection: ~E(.Tj' ZiFC~FJVFUSS 5'(0752 NAME P.E. # Mailing Address: 933 ~.~E' ~f,A City, State, Zip: Q,~„gv_~ ~Gr~e~e.4 32~/y Telephone: ~~,107~ ~(/~_ sppg FAX, Mobile Phone, etc. ~yoZ~ (029-4~2~ I PART 3: PERMIT APPROVAL The above application has been reviewed and is hereby approved subject to all Provisions~a~ ~DQ~ Permit Number: Departm t of Trans rtation R Signature: Title: ~ ~~~~ Department Representative's Printed Name Temporary Permit Q YES ~ NO (If temporary, this permit is only valid for 6 months) Special provisions attached ~ YES Q NO Date oflssuance: If this is a normal (non-temporary) permit it authore>~r)triigr~~f~he date of issuance. This can only be extended by the Department as specified in 14~( ~,~yti ,~,~ _~ ~L _ ,. See following ~~~~~~~~~ tl~ this f>~cii>Zty t7 ~ - ~ - (~ l ~ • 850-040.18 SYSTEMS PLANNING - 06/06 Page 2 of 3 PART 4: GENERAL PROVISIONS Notify the De~~pa//rtment of Transportation Maintenance Office at least 48 hours in advance of starting proposed work. Phone: ,(Q ~'1J~ 'u~~ ~ ,Attention: Q ~T r ~~~~ ~ A copy of the approved permit must be displayed in a prominent location in the immediate vicinity of the connection construction. • 3. Comply with Rule 14-96.008(1), F.A.C., Disruption of Traffic. 4. Comply with Rule 14-96.008(7), F.A.C., on Utility Notification Requirements. 5. All work performed in the Department's right of way shall'be done in accordance with the most current Department standards, specifications and the permit provisions. 6. The permittee shall not commence use of the connection prior to a final inspection and acceptance by the Department. 7. Comply with Rule 14-96.003(3)(a), F.A.C., Cost of Construction. 8. If a Significant Change of the permittee's land use, as defined in Section 335.182, Florida Statutes, occurs, the Permittee must contact the Department. 9. Medians may be added and median openings may be changed by the Department as part of a Construction Project or Safety Project. The provision for a median might change the operation of the connection to be for right turns only. 10. All conditions in NOTICE OF INTENT WILL APPLY unless specifically changed by the Department. 11. All approved connection(s) and turning movements are subject to the Department's continuing authority to modify such connection(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway System. 12. Transportation Control Features and Devices in the State Right of Way. Transportation control features and devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other transportation control features or devices in the state right of way, are operational and safety characteristics of the State Highway and are not means of access. The Department may install, remove or modify any present or future transportation control feature or device in the state right of way to make changes to promote safety in the right of way or efficient traffic operations on the highway. 13. The Permittee for him/herself, his/her heirs, his/her assigns and successors in interest, binds and is bound and obligated to save and hold the State of Florida, and the Department, its agents and employees harmless from any and all damages, claims, expense, or injuries arising out of any act, neglect, or omission by the applicant, his/her heirs, assigns and successors in interest that may occur by reason of this facility design, construction, maintenance, or continuing existence of the connection facility,except that the applicant shall not be liable under this provision for damages arising from the sole negligence of the Department. 14. The Permittee shall be responsible for determining and notify all other users of the right of way. 15. Starting work on the State Right of Way means that I am accepting all conditions on the Permit. • • • sso-oao-~e SYSTEMS PLANNING - O6/O6 Page 3 of 3 PART 5: SPECIAL PROVISIONS NON-CONFORMING CONNECTIONS: Q YES Q NO If this is anon-conforming connection permit, as defined in Rule Chapters 14-96 and 14-97, then the following shall be a part of this permit. 1. The non-conforming connection(s) described in this permit is (are) not permitted for traffic volumes exceeding the Permit Category on page 1 of this permit, or as specified in "Other Soecial Provisions" below. 2. All non-conforming connections will be subject to closure or relocation when reasonable access becomes available in the future. OTHER SPECIAL PROVISIONS: ~~~ F~7 fA~li~Y1~Fi~ °=A== I PART 6: APPEAL PROCEDURES ~ You may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. If you dispute the facts stated in the foregoing Notice of Intended Department Action (hereinafter Notice), you may petition for a formal administrative hearing pursuant to section 120.57(1), Florida Statutes. If you agree with the facts stated in the Notice, you may petition for an informal administrative hearing pursuant to section 120.57(2), Florida Statutes. You must file the petition with: Clerk of Agency Proceedings Department of Transportation Haydon Burns Building 605 Suwannee Street, M.S. 58 Tallahassee, Florida 32399-0458 The petition for an administrative hearing must conform to the requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m. no later than 21 days after you received the Notice. The petition must include a copy of the Notice, be legible, on 8 1/2 by 11 inch white paper, and contain: 1. Your name, address, telephone number, any Department of Transportation identifying number on the Notice, if known, the name and identification number of each agency affected, if known, and the name, address, and telephone number of your representative, if any, which shall be the address for service purposes during the course of the proceeding. 2. An explanation of how your substantial interests will be affected by the action described in the Notice; 3. A statement of when and how you received the Notice; 4. A statement of all disputed issues of material fact. If there are none, you must so indicate; • 5. A concise statement of the ultimate facts alleged, including the specific facts you contend warrant reversal or modification of the agency's proposed action, as well as an explanation of how the alleged facts relate to the specific rules and statutes you contend require reversal or modification of the agency's proposed action; 6. A statement of the relief sought, stating precisely the desired action you wish the agency to take in respect to the agency's proposed action. If there are disputed issues of material fact a formal hearing will be held, where you may present evidence and argument on all issues involved and conduct cross-examination. If there are no disputed issues of material fact an informal hearing will be held, where you may present evidence or a written statement for consideration by the Department. Mediation, pursuant to section 120.573, Fforida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by all parties. The right to an adminstrative hearing is not affected when mediation does not result in a settlement. Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code. If you fail to timely file your petition in accordance with the above requirements, you will have waived your right to have the intended action reviewed pursuant to chapter 120, Florida Statutes, and the action set forth in the Notice shall be conclusive and final. SPECIAL CONDITIONS FOR ROADWAYACCESS PERM/ TS ATTACHMENT "A" It is the Permittee's responsibility to obtain final acceptance of permitted work (completed) and the restoration of the Right of Way from the Department prior to usuage. All maintenance of traffic (MOT) will be in accordance with the Deparment's Roadway and Traffic Design Standards, 2006 edition. The Operations Engineer or his designee reserves the right to direct the removal/relocation/modification of any traffic device(s) at the Permittee's sole expense. Restricted hours of operation will be from 9:00 am to 3:00 pm, 7:00 pm to 6:00 am and weekends, unless otherwise approved by the Operations Engineer, or designee. Permittee wiii coordinate (i.e. Pre-construction meetings, inspections, final acceptance of work, etl:f All perrIlILLCU worK WILII VIVID, IIIG, HLLII. Larry Deckert @ Mobile # 954-317-8044, Fax 954-978-9840. Permittee will restore the Right of Way as a minimum, to its original condition or better in accordance w/FDOT's Standard Specifications for Road & Bridge Construction or as directed by the Resident Operations Engineer. rermiitee wiii provide the necessary densities in accordance w/Section 125-8 of the Al.. J. mil' t A J A _' ~Laliuard SpeciliCatiui7s' IOr r~oau ~ ari ge Construction (2007 ed.) prior to final acceptance by the Department. Permittee will provide the Producer's Certification for the CLASS 1 CONCRETE prior to final acceptance by the Department. The certification must bear the original signature of a legally responsible person from the producer and is provided on the producer's letterhead. uuririg the reii-lavaiiirstaiiatioil of any curb anu' goiter section, the Permittee will be responsible for any damage done to the abutting asphalt. The damaged asphalt • repair will be in accordance with the current speciFications and/or as directed by the Resident Operations Engineer. ~~ONS 06217DN 10.1 & CANAL STREET INTERPLAI~i _ ARCHREGTURE ENGINEERING INTERIOR DESIGN PROJECTMANAGEMEM Aa oD34zD CA 8560 933 L!£ ITOgp, FN73T BOOR ORLANDO, ROMDA 32010 PH 407.645.5000 P FX 407.629.9124 1' wA'~-r~. /~ Tj; 4~:,,3 111 - S~ `~~~/ {~ y ~~ . ~~~~ -I COUNTY) FLORIDA ~~ ~~~~~ ~~~~~~ ;~~ ~~ BALL ~~Ii~Sr~~~ I SHEET INDEX I I FILE W THE OFFICE OF ME CLERK OF THE CIRCUIT COURT W ANp FOR L aF LANG 40 FEET IN WIDTH MEASURED FROM EAST TO WEST ANp 140 IN ; 17FtttWD1 7, WCLUAYE. BLOCK J. JURTEA HEIGHTS, RECORDED IN PLAT ROH R-76-1004 AND RECORDED W OFFIGAL RECORDS BOON 2608, PAGE 1Y U S. I6GHWAY N0. 1, SAID LANDS SINATE, LWNC AND BEING IN PALM aF ME CLERK Q 7FIE ORCUIT COURT IN AND FOR PALY BEACH COUNTY, BEACH CWNTY, ROPoDA OF THE CLERK (% R7E CIRCUIT CWRT W 0.N0 FOR PALY BEACH COUNtt, CAN lE1EPHONE ANO TELEGRAPH COMPANY AS RC[ORDED W GEED BOOK LWNC AND BEING W PAIY BEACH CWNtt, ROWOA lE W THE OFRCF OF THE GERK OF 1HE DRCUIT COURT IN ANp FOR ~ TYING WJAEDIATEI.Y ADJACENT TO THE WEST pF L0T5 B, 9. 10, it AND 1 i0 10D FEET LONG AS MEASURED FROM NORTH TO SOUTH, AND LYWG OF WAY DNE OF U.S. HILHWAY N0. I. COL NANUFACNRER `~ E !J7' HANSOM TXNRE; PEBBLETE% FINESIONE fE%TURE: LIMESTONE FMESiONE 5 k MEDALLIONS: E FlNETE% FINESiONE .E 'BONE WHITE' 'LTTFACE "PMRIKA" NAYMEER ARRISCRAV~ LONPANY Alf- N0. DESCRIPTION STRUCIUIUL DwWTwcs CS COVER SHEET 51 STRUCTURAL QATA SHEET CIVIL DRAWINGS 52 FOUNDATION 5 FLOOR PLAN CB CML DATA SHEET SJ F'OUNDAttON SECTION 5 DETAILS C7 SITE DIMENSION PLAN 54 ROOF FRAMING PLAN C1.1 SITE DEMOLRION RAN (PWISE I) 55 ttPICAL SECTIONS C1.2 SITE DENOUTION RAN (PHASE II) 56 TYPICAL SECTIONS C2 MIRT PLAN 57 TRUSS PROFILES C7 GRADING MID DRAINAGE PLAN _ _ C3.1 510RMWATER POLLUTION PILEVENTION RAN (SWPPP) - _ C9 SITE DETAILS _ _ C6 LIFT STATION OETAIlS _ _ ll LANDSCAPE PLAN I,IELFYNICAL DRAWINGS L1.7 UNpSCApE DETAILS PLAN M0 MECHANIIAI. DATA SHEET L2 IRRICaTION PLAN Nf OpR PLAN / SCHEWLE / LEGEND E2 ELECTRICAL SITE PLW A SURVEF si D P1 R00 ARCHITECNRAL DPAYRNGS ~~~ AB ARCHITECTURAL DATA SHEET _ _ A/ BOOR PUN ELECTRICAL DPAWINCS A2 RERECIED CEILING. ROOF RAN AND DETAILS EB ELECTRICAL DATA SHEET A3 E7(TERIOR ELEVATIONS AND DETAILS EI ELECTRICAL LEGEND, NOTES, AND SCHEDULE M BUILDING SECTION AND DETAILS EJ FLOOR PLAN - LIGHTING A4.1 ROOF BECKON AND DETAILS E4 FLOOR PUW -POWER A6 WALL SECTION AND DETALS ES FLOOR PLAN - AU%1LIARY A6 DETAILS SHEET 1 E6 CRITICAL DIMENSION PUN A7 DETAILS SHLET 2 _ _ AB INTERIOR ELEVATIONS AND DETAILS SHEET t _ _ A9 INTERIOR ELEVATIONS AND DETAILS SHEET 2 A9.1 INTERIOR EIEVAl10N5 SECUNItt EWIPYENF (FOR INFORIMTION DILLY) A10 INTERIOR ELEVATIONS AND SECTIONS SHEET I 1 OF 8 ELECTRONIC SECI1RfTY AIAftY UTOUT A11 INTERIOR ELEVATIONS AND SECTIONS SHEET 2 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS A12 ELECTRICAL AND SECURITY PLANS } pF 8 ELECTRONIC SECURItt NOTES ANO DETAILS AIJ FINISH PLANS A OF B CUSS I MODULPR VAULT DETAILS A14 D $ _ 8 VAT "21" DRIVE-UP SYSTEM DETAILS At6 LAN C I (~;~ - f° AFTER HOURS DESPOSITORY DETAILS AI6 .~,. HURRICMLE SHUTTEp GETAIIS - - UNDERCOUNTER EWIPNENT DETAILS _ _ T4;y ~ `t,1 g'0~~5 DRIVE -UP ISUND ATM DETAILS L1UE DREG siox REGIONS ~ ~ FISE06211DN S.E.C OF US 11WY 1 & CANAL SI. TEWFSIA, FL COPYRIGHT ©2007 INIH7pLAMV LLC RESERVES C0PIRK,Y7f a OTHER RIGHTS RESIPoCIR4C 71•ESE D0CUNfff11S TO THE 0RIC'B1WL SRE 017 PIMOSE FOR VIHCH THEY WII7E CHANGET 0RA351GNMEMS ARf PROWBITED. PROJECT NO: 2007.037 B DATE: 6-15-07 CS ieanmw/Te/a u:nn r r 1II~~~PPP~~~~~` ^ -nonm r/>a/r wmT ~-~.r~eMun¢or i•-r.r~• nimn ~V<-Na~N~rsAwrVrvoie\rriWSnr •-r-r-r AMd Nov 16 07 08:33a Dan Rothell INTERpLAN a ~ -~- 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9126 October 3, 2001 Dan Rothell AT&T 3300 Okeechobee Road, Rm 237 Ft, Pierce, Florida 34947 772-460-4446 772-781-4293 p.1 DUPLICATE Reference: Regions Bank -Tequesta, FL 19626 U5 Hwy 1 & 801 US Hwy 1 (SEC of US Hwy 1 & Canal St), Tequesta, FL I.P. #: 02007.0318 / FLSE06217DM Notification of Construction/Service Dear Mr. Rothell, Enclosed are a copy of the site utility plan (C2) and a full set of efectricai plans (EO-E6) for the above referenced project. Please review and comment on the information verifying line • locations, the point of connection and proposed loads to insure it is in keeping with your information and services. Also, please notify us of any lead time thaf may be required for coordination of service by your company. Your signature, in the space provided below, will confirm that you have no objections to the conceptual plan as submitted. The contractor will contact you when construction begins to further coordinate service. Stlould you have any questions or need any additional information, you can contact meat 4071645-5008. If I am not available, Rick Krietemeyer is the Civi! Program Manager and will also be able to answer your questions. Please fax this letter, with your signature, back to me at 4071629-9124 or mall to the above address. Thank you for your assistance. Sincerely, INTERPLAN LLC Michael Boo Site Development /Team Manager Enclosures fdo Objecito to onceptual Plan r // /~ ~ ~? Signature ~ Date Print Name cc: G. Nebloclc, U, Branstetter, R, Krietemeyer, E. Miranda, S. Archer - CBRE • ARCHITECTURE ENGINEERING PROJECT MANAGEMENT INTERIOR DESIGN AA 003420 CA 8650 r:~K-R:ItegionsD~nk~2007R31ffd..~~t<as1'relephoncNo~it~.coe ORLANDO DAlL45 CHICAGO ATLANTA RaisedX!3n_003 development services for restaurant, retail, hospitality ^nd commercial programs www.interplanorlando.com --- EtbU 2971211 r'~ ~.. ~~~at~rnoN ,..x „~ a.'~t. •~ Florida lie artment of r Enviror~m~ntal ~'rotectiur~ Bob Martinez Center 26UQ gldll' Ste>n4 Iio:id Tailah~syc~. Florida 32399.29op C~r~gory Y. 1-iarris Regions Bank 250 Rivert~hase Pkwy Ste 6UU Birminghazzl, Alr 35244 p.2 Chtil'lit• Cri,l ~ ~uti'c•rra,i I~~n I;,,lu,:~r~,l, I I l ~ucc:r:~„r. `+c'i r~'I~u~ 1GG~~ o~ ~~ L PE: Projc~cC I~b: Fl'JR70F"Y~$ ~2~0?. OS'/ g Rci;ions Bank ~ T4yueyta, Pt,. FL.S~ UCo~ ~ `7p/1~ County: Palr~1 Beach ' CC : ~ _ ,t9~?L.eC~ l2. /C.Qt~c~i~'jic~ Dear Perrnittee: U, ~~~}+^l-S7~T~Ci~- Th(~ Florida Departlxtent of Environtx~e1ztal Protection has r~'ceived az~.d ~r Notice c~InfP.nt Eo LLSn. [;E>77nric .~errr7if for SI'vr~rzeutzter Discltrrr ~ I ocess~d your g~ f rurn I ccr~c. ctn~ S~tIt11 Coz~stra~(~tiorr Ac~tizlfties (NC)I) and the accor~!panying processin fee. 'f'lu ~ , , acknowledge that youz' NQl is com I(~te o ~ s lctt~.z serves to coverod under the genetic pernut e fective Clctober 3, 2007~1(olur4COVerau al~roject is generic: permit will expiz'e October 2, 2Q12, g4 under the The Genrr~c Pernzzf fi7r Stvrrrtr!nrtl'er ,C1iscltr>~ e (CGl') was issued. under the provisions of Section 40~i.0~5 l~Ior~i nytrarcttorr! Actr~~rtzes applicaUIe rules o~ the Florida Adr~tiz7istra,tive Code. Until~the CGPSs to t4~s, and modifiocl or revoked, pernuttees that hav4 ro ~ rn~inated, arc t~.uthoriced to ~Ii:~turU land, to canstx'uct and op z'at~e fa lines, anc~to disct this perzxrit Marge tU surface watez•s in ~nccordance with #~~ tet~xts and conditions of this Grl ' p nlt. Your project identification n~ber is F1:,It10FY78, Please make re (~z1 all future correspondence including any checks made out to the~I3e ncc to this nurnbc~r This letter is not our Aartrr~ezlt. cons ~I its T w' Y permit. Your NC7I allows you to proceed with construction b ,E Y i, nth th~~ CGI~ (D~:P DocumNnt No. 62-G2~,~i00 ~ Y obtain online at http;//~'ww.dep.state.fI.,us/t.~,ater/stormwa#er ~), a co by contacting the NPDF.S S#ormwafier Notices Cente pY of wluch. you maY /nPdes/constructipn3,htm ar r. Key provisions of the permit are (1) implementation of your stor pxeventian plan (Sti1rPI'l'} that was requirec,~ to be clevelo ed mwaler pollution P prior to NOI stz[zznittal; (2) ..t rr qt • /.4i ]/!'t ht X71. i t't t / ~~/i L r't t - C7Ct0~je2' ~, ~U07 a~u c~ri~11 p.3 r~ r• Facility lU: ~'LRxOFY7.8 Page 2 • October 5, 2007 conducting a~td documenting rol~izne incpect;urs as recluirecl by tho err ' retention of records required by the perrztit, including retention of ~~ o nzt; and (3) the construction site, or at an ~texnative location as specified in o of pTpjc'tt initiation to the date of final site stabilization. PY of the SWPP~ at y ur NOI, frczm the aiat~ If your project will continue dixhax~~ng storrnwaler ~.5socia#ed witlz beyond expiration of the current cove tonstruetion activity by filing a cornplett~d NC7I at Ieast 2 days before expiQa(~ontc~f the cur erage shall be male rf you discontinue discharging storznwater associated with consh'ueti otherwise qualify to discontinue coverage under the C x~.nt coverage perio~{, rnvera k3 Filin an activity, or ~ Y g a Notice of Te~~1L1ination, of Generic !~ e mit Cove ate NQ to permit If you have an - g ( T)' y questions concerning khis ackn°~nrledt~nent lettCr, phase contact tl~te NPUES Storn~water Noti~res tenter at (86G) 336-6312 or (g~0 297- ) 1232. CER'-(',iFIC.~TE CAF 51,~VICE TI-iT tJNDERSIGNEb HEREBY CErTIElES that the fore oin g g acknowledgment of coverage under the Consixuction generic Pernn.it Rule 62-621.300 4 F Sc:ieriee `gpplica#ions lnternahonal Cor oration W~78$, on behalf of the Florida De ' (), .A.C., 1va5 mailed ly P working under FI7EP Contrac.# Number indicated l~Plow vi paxtment of Environmental Protection, on the date a the United States Postal Scz~~,ir4. ~~i'~ ~~~~-f'~.~,~j 1i) 5 2007 Name Date 11/08/2007 04:49 5617479 29 LO?SAHATCHEE RVR DIST PAGE 01/02 U~'LlCAT~ Lo~ca~atch®e Riser .... d ~ 4 `L7 C~~ {~ I~ 4 °` ~ a ~ ~~`'~ ~ L~ 4l° ~ ~ :s.; l,. EnMironlment~l Con#rol district ~'V`A~N~'""T~~ 2500 JUPITER PARK bR. 4 ~ . `~'~'~~"' ~ JUPITER, FL 33458-89fi4 (561 } 747-5700 FAX (561 } 747-9929 y . • ~ ~ e~ma~l: osprey~lpxahatcheeriver.org ~' ` ~~ TO IPJTERPLAN LLC 933 LEE ROAD, FIRST FLOOR ORLANDD, FL 3281D ^ under separate cover vie JOB NO. FEDEX WE ARE SENDING YOU QC] Attached © Shop drAwirtg8 ^ copy of Ietter • the fallowing Items: ^ Prints [~ Plans ©Samples ^ SpecHications 0 Change order ~ DEP FORM -•_„ _ COPIER DATE NO. UE3CRIptION I 10-4-07 EXECUTED DEP APPLICATION 4 10-4-07 APPR01,'ED SA~ITTFIRY SEk'ER CONSTRUCTION PLANS THESE ARETRANSMITTEa ~ Checked belonr: ^ For Approval [~ For your us® ~ As reque9ted ^ For review and comn+ent ^ FOR BIDS DUE _ _ ^ Approved as auhmittsd ^ Approved es noted Q Retumsd for correCtlonS [] Resubmit copl®s for approval ^ Submit copies for dtstrlhutton ^ Return ~ corrected prints 19 _,,,,,,,~,~ ^ PRINTS RETURNEa AFTER LOAN TO VS REMARKS LIFT ~'C~Tt1N WTI I RF PkTUA"fFl v ffi~INF[1 aNp p~,~p~.T~n COPY TO of Engineering Services SOUTH FLORIDA WATER MANAGEMENT DISTRICT RECEIVED CON 24-06 Application No.: 070927-13 October 3, 2007 INTERPLAN L L C 933 LEE ROAD 1ST FL ORLANDO,FL 32810 Dear Sir or Madam: Subject: Project: Regions Bank Tequesta Location: Palm Beach County, OZoo~7. 0318 ~gaE cco Z tI 7~ C . C . ~E~.octc rL. l~+~ta~~I~ l~ • g~ a S30/T40S/R43E OCT 0 ~ Z007 ,Interplan ~~C District staff has given a cursory review of the information submitted September 27, 2007 for the above referenced project. Pursuant to Rule 40E-400.315, Florida Administrative Code(FAC), it appears that your project qualifies fora "No Notice General Permit for Activities in Uplands." Any off-site impacts, changes in land use, or future modifications to the activities may require review by the District. A copy of Rule 40E- • 400.315 is enclosed for your information. Please use this in the determination of notification requirements for future projects. A refund will be issued under separate cover, if necessary: This does not relieve you of the responsibility of obtaining all necessary Federal, State, Local or special District authorizations prior to the start of any construction. If you have any questions or require further assistance, please contact Carlos A. DeRojas, P.E. at (561) 682-6505. Sincerely Carlos A. DeRojas, ~'E. Sr Supv Engineer Palm Beach Service Center CD/cd Enclosures c: Palm Beach County Engineer .'; • 3301 Gun Club Road, West Palm Beach, Florida 33406 (561) 686-8800 FL WATS 1-800-432-2045 Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 wwwsfwmd.gov • • --•~ FLORIDA UEi'AR'f~JETv~' OY;>~ HEALTH v~ ~~. o . c~ J r a ~1~~0(02./ 7D~/ GC : C-7 . nJlc-~3 ~oe/c. ~. ~~ ~-.~ ,,,. ,,Ba,9...cs~. Charlie Crist Ana M. Viamonte Ros, M.D., MPH. Governor State Surgeon General Gregory Y. Harris PERMIT NO.: 138774-302-DWC ~ p'~ Vice President of Properties !-"- "~ Regions Bank EXPIRATION DATE: 11/7/2012 ~~~~Ti4 250 Riverchase Parkway ~ Suite 600 UTILITY: Loxahatchee River District C-~"1 Birmingham, Alabama 35244 . PROJECT: Regions Bank -Tequesta This permit is issued under the provisions of Palm Beach County Ordinance No. 97-58. The above named applicant is hereby authorized to perform the work shown on the approved plan(s) attached hereto and. made a part hereof and specifically described as follows: Construct a wastewater collection/transmission system with a private lift station equipped with duplex submersible pumps rated for 32 gpm at 32 feet TDH to serve a proposed commercial building located on U.S. Highway One north of Tequesta Drive in the Village of Tequesta, Florida. This permit is subject to the following conditions: 1. It shall be the responsibility of the permittee to retain a professional engineer, registered in Florida, to observe that the construction is in accordance with the submitted plans. 2. This permit does not include construction of any conflict manholes. The construction shall be strictly in accordance with the "Standard Water and Sewer Separation Statement" and other design specifications noted on the engineering plans. If field conditions require deviations from the proposed design, the project engineer shall consult with this agency prior to construction. 3. An approval must be obtained from this agency prior to placing the wastewater system into operation; approval can be requested by submitting a completed DEP Form #62- 604.300(8)(b) for "Domestic Wastewater CollectionlTransmission Systems for Certification of Completion of Construction° together with a set of record drawings and a contract with a septic tank company for pumpout in case of pump failure or overflow. All crossings between water lines and sanitary or storm sewers and force mains must be clearly identified with elevations on all record drawings. ~_.. _~~=,;~ "' _i ~~~ Post office Box 29 / 901 Evernia Street, West Palm Beach, FL 33402 Jean M. Malecki, MD, MPH, FACPM, Director *~~` „~.,,,, ~:,r.,.,..,F~, www.pbchd.com 4. Prior to construction, all required permits or approvals must be obtained for all aspects of the project from the appropriate agencies. 5. Provide a notice on the lift station panel indicating the following: a. Name and phone number of person to contact in case of emergency. b. Name and phone number of septic tank company to call for pumpout in case of overflow. 6. The lift station and control panel shall be secured to prevent vandalism or unauthorized access. 7. An inspection by the Health Department is required prior to release. ~~ Darrel J. Gra ' ni, P.E., vironmental Administrator Environmental Health & Engineering • Issued this 8th Day of November, 2007 cc: Engineer of Record: Robert Ziegenfuss, P.E. Utility: Richard C. Dent PBCHD: Dave Hebert • S1 STRUCTURAL DATA SHEET S2 FOUNDATION & FLOOR PLAN S3 FOUNDATION SECTION & DETAILS S4 ROOF FRAMING PLAN S5 TYPICAL SECTIONS S6 TYPICAL SECTIONS s7 TRUSS PROFILES r ,n N@a1~ ~ ~ ... - - _ ~ ; ~~~~~~~ ~~ ~ng~neeri ReV1e . ~ ~ ~,.~,.. - n ~ ... ~~ ~ - . ~ c - p MECHANICAL DRAWINGS M0 MECHANICAL DATA SHEET M1 HVAC FLOOR PLAN /SCHEDULE /LEGEND M2 HVAC DETAILS AND CONTROLS PLUMBING DRAWINGS , PO PLUMBING DATA SHEET & DETAILS P1 FLOOR PLAN UNDERGROUND P2 FLOOR PLAN ABOVE GROUND ELECTRICAL DRAWINGS E0 ELECTRICAL DATA SHEET E1 ELECTRICAL LEGEND, NOTES, AND SCHEDULE E3 FLOOR PLAN -LIGHTING E4 FLOOR PLAN -POWER E5 FLOOR PLAN -AUXILIARY E6 CRITICAL DIMENSION PLAN . SECURITY EQUIPMENT (FOR INFORMATION ONLY) 1 OF 8 ELECTRONIC SECURITY ALARM LAYOUT 2 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS 3 OF 8 ELECTRONIC SECURITY NOTES AND DETAILS 4 OF 8 CLASS 1 MODULAR VAULT DETAILS 5 OF 8 VAT "21" DRIVE-UP SYSTEM DETAILS 6 OF 8 AFTER HOURS DESPOSITORY DETAILS 7 OF 8 UNDERCOUNTER EQUIPMENT DETAILS 8 OF 8 DRIVE -UP ISLAND ATM DETA]LS REGIONS ID # FLSE06211DN S.E.C OF US H1NY 1 & CANAL ST. TE6~UESTA, FL ^ ^ COPYRIGHT ©2007 INTERPLAN LLC RESERVES COPYRIGHT 8c OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2007.0318 DATE: 6-15-07 CS ' CHECKED: ~ ~I~QS . 1 ^ _ ._. .__ .. _- __ .. .. ~ ....................n ...,"~.... n~ n~n~.e •nu'n ~' ~"_7'_Q" .NILJTAR • 138774202-DWC J • ^ - ~^ ~ ~ ~.~~~h ~~~ "_~~ HITt~,. .. ~' ~- . ~ ~' `_~ ~~ $ - ~ ~ .~ r `~ E INEERING Dl~i•.~Or•~ o~ ~ - ~.~.' ._, ..._ ~IN~'ERIGR DESIGN ~'''~ ~a'~~~Q~E~T,.~NAGEMENT PALi~i BEACH CO' ;1't L r u[.i'~r,.i. ~t` ~. - AA 003420 •- ~ CA 8660 Loxahatchee River Environmental Control Oj~tjct FINAL PLAN.APPAOY~~, Da ~ ~ Si ed - LIFT STATION WILL BE PRIVATELY OWNED AND OPERATED ~~~ ... , 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 • PH 407.645.5008 FX 407.629.9124 SEAL: ~~ _~ r^~ V AI i"tk .fit! ,~~^_d Iii ^ I~ CONSULTANT: REVISIONS: NO. DATE REIvIARKS INTCRf~L/aN • 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 December 3, 2007 Ms. Catherine Harding Village of Tequesta -Community Development 345 Tequesta Drive Tequesta, FL 33469 561-575-6222 Project Name: Regions Bank -Tequesta, FL Project Location: Southeast Corner of U.S. Highway 1 & Canal Street and Northeast Corner of U.S. Highway 1 & Inlet Court (801 U.S. Highway 1 and 19626 U.S. Highway 1), Tequesta, FL. IP # / AmSouth ID #: 02007.0318 / FLSE06217DN Subject: Requested Letter of Outstanding Approvals • Ms. Harding: The following reviews /approvals are still outstanding for the above-mentioned project: • Palm Beach County Engineering - Concurrency Review & Approval: Interplan LLC is in the process of obtaining a Traffic Study for this project site to submit to Mr. Masoud Atefi at Palm Beach County Engineering -Traffic Division, to receive Concurrency Approval. • Florida Power & Light: Interplan LLC has submitted plans and service notification letter to FPL and is waiting for approvaUcomments. • Palm Beach County - Re-Platting of Site: Interplan LLC is in the process of putting together requirements for the Re-platting process. • ARCHITECTURE ENGINEERING PROJECT MANAGEMENT INTERIOR DESIGN AA 003420 CA 8660 development services for restaurant, retail, hospitality and commercial programs www.lnterplanorlando.com INTERPLAN LLC • Should you have any questions or concerns, please call me at 407-645-5008. If I am not available, Rick Krietemeyer is the Civil Engineering Program Manager and will be able to assist you. Sincerely, Michael Boo Team Manager/Site Development Interplan, LLC Enclosure Cc: G. Neblock - Interplan, LLC R. Krietemeyer - Interplan, LLC U. Branstetter - Interplan, LLC • S. Archer - CBRE • development services for restaurant, retail, hospitality and commercial programs www.lnterplanorlando.com INTCi~I~L~N • 933 LEE ROAD, FIRST FLOOR ORLANDO, FL 32810 PH 407.645.5008 FX 407.629.9124 November 26, 2007 Catherine Harding Village of Tequesta -Community Development 345 Tequesta Drive Tequesta, FL 33469 Reference: Regions Bank -Tequesta, FL IP # /Regions ID #: 02007.0318 / FLSE06217DN Response to Site Plan Review Comments Dear Ms. Harding: Please accept the following in response to Site Review comments dated 11 /16/07: DANIEL FORD, P.E. - ARCADIS U.S.. INC. (561 ] 697-7007 Comment: Please submit water quality calculations, exfiltration trench calculations including test results on how the K valve was determine, evidence that 95% of the 3 year, 24 hour storm event will be maintained on-site per Ordinance 78-331 and all assumptions used to design the site, Response: Refer to the revised Stormwater Report, dated November 30, 2007, for all assumption, field result, and computer aided results. Water quality calculation can be found in Appendix G, Page 3 of the Stormwater Report. The exfiltration trench calculations are located in appendix G, page 3. K values were obtained through field tests, see Giles Geotechnical Report located in Appendix K and findings are discussed in the Stormwater Report, Section II-C and Section IV-D.2. Refer to Appendix H, Page iv. The exfiltration system is designed to attenuate the runoff volume for the storm event mentioned above. 2. Comment: Please show all utility conflicts in the engineering plans, All conflicts shall abide by Village of Tequesta and FED Standards, Response: All water, sewer and storm pipe crossing have been addressed. Refer to sheet C-2 for crossing details. ARCHITECTURE ENGINEERING PROJECT MANAGEMENT INTERIOR DESIGN AA 00342~a},~A18660 development services for restaurant, retail, hospitality and commercial programs www.interplanorlando.com INTERPLAN LLC Regions Bank - Tequesta, FL Response to Site Plan Review Comments Page 2 3. Comment: Please show water meter/reduced pressure backflow preventer detail (Standard # D3) per the latest utility standards of the Village of Tequesta. Response: The D-3 detail has been added to the C6 sheet. CAPTAIN D J "RICK" RICCIARDI. SUPPORT SERVICES COMMANDER Comment: There is no mention of the site being fenced/secured during the demolition phase. I would encourage that this is given strong consideration for life safety and liability concerns. Response: A note and a call out are added to the plans. Refer to the revised demolition plans, sheets C-1.1 and C-1.2. 2. Comment: I was not able to specifically locate the ATM; lighting here should be sufficient to provide for security and allow for natural observation I would recommend the use of metal halide lighting here. It does not distort images or color. Response: Refer to the revised Sheet C-1 for the location of the ATM machine. 3. Comment: Provided were both the photometric and landscape prints; I would suggest that an effort be made to coordinate the installation of both so as not to intertere with the effectiveness of the lighting. Response: Landscaping has been adjusted to provide clearance around lighting fixtures while maintaining code compliance. STEPHEN PARKER, ASLA (561) 747-5069 1. Comment: Sixty percent (60%) native plant material is required. Provide calculations for the percent native plant material provided. Response: Calculations provided on sheet Ll . 2. Comment: Jatropha, Washington Palm, Liriope, Society Garlic and Crinum Lily are noted incorrectly as native plants. Response: Adjusted. Refer to sheet L1. 3. Comment: Graphically indicate tree sizes at planting and at five (5) years maturity. Response: Refer to sheet L1. • Page 2 development services for restaurant, retail, hospitality and commercial programs www.interplanorlando.com INTERPLAN LLC Regions Bank - Tequesta, FL • Response to Site Plan Review Comments Page 3 4. Comment: I am concerned about the following plant selections: • Florida Elm do not tend to fare well in Tequesta. I would recommend Live Oak, East Palatka Holly and Ilex "Nellie Stevens" instead. • Washington Palms tend to grow tall very fast. Eventually they will be out of scale with the proposed building. Many of the taller Washington Palms fell over or broke in half during the previous hurricanes. I would recommend Cabbage Palms, Foxtail Palms or Alexander Palms instead. • A large amount of Lantana and Society Garlic are proposed. Overtime, these plants tend to die out and disappear. I would recommend more long term, hardy plants including Dwarf Yaupon Holly, Parsons Juniper, Green Island Ficus, Conntie and Dwarf 'Pringies' Yew. • One (1) gallon Liriope often has problems becoming established initially after being planted. I would recommend 3 gallon Liriope instead (with the total quantity reduced accordingly). Response: Elms changed to Live Oaks. Washington Palms changed to Cabbage Palms. Lantana changed to Coontie and Society Garlic changed to Green Island Ficus. Liriope adjusted as recommended. 5. Comment: Show the existing concrete block wall along the east property line (as noted on Sheet C1). Response: Wall is now shown on sheets L1 and L2. 6. Comment: Revise the plan to note the existing trees to be removed are Ficus trees and not Oak trees. The existing tree to remain is also a Ficus tree. Response: Notes adjusted on sheet L1. 7. Comment: The 11 " x 17" reduced plan is difficult to read. If possible, I would prefer a full size 24" x 36" plan for the next review. Response: Acknowledged. Two (2) full size 24" x 36" sets of signed/sealed plans are included with this submittal. JAMES WEINAND, FIRE CHIEF 1. Comment: The southern bypass lane or ATM lane must be widened by 5' accommodate fire apparatus or the height of the ATM overhang must be raised to a height of 12' for apparatus clearance. Response: The roof line above the ATM lane does not encroach into the bypass lane. The roof line is six feet (6') away from the inside bypass lane edge of pavement. • Page 3 development services for restaurant, retail, hospitality and commercial programs www.lnterplanorlando.com INTERPLAN LLC Regions Bank - Tequesta, FL Response to Site Plan Review Comments Page 4 2. Comment: Water supply for the project must be modeled and capable of providing the required fire flow as established by the Insurance Service Office (ISO). If the existing water supply does not meet the required fire flow, the developer will have to make off-site modification to the water supply system to meet this standard. Additional information is needed to calculate the required fire flow analysis for this project. Response: Afire flow test will be scheduled prior to any building permit. In the event the required flow is not met, an additional fire hydrant will be added within this property. 3. Comment: Fire hydrants must be spaced with a maximum distance. of 300 feet and no more than 300 feet from the furthest portion of the most remote building, Additional fire hydrants may be needed on the properly to comply with the ISO Fire Flow requirements and fire department operations. Response: Acknowledged. Per City standard, a fire hydrant must be no more than five hundred feet (500') apart. Client will verify if a fire hydrant exists to the south of the site and is within three hundred feet (300') of the furthest portion of the most remote building. 4. Comment: As-Built drawings will be provided to the fire department in the following format: one (1) full size set, one (1) - 11 " x 17" set and by electronic AutoCAD format. Response: Acknowledged. Please refer to note added to C-1 sheet. Please feel free to contact me if you have any questions or require additional information. If I am not available, Rick Krietemeyer is the Civil Engineering Program Manager and will be able to answer your questions. Sincerely, INTERPLAN LLC Michael Boo Team Manager /Site Development Attachments cc: G. Neblock, Interplan LLC U. Branstetter, Interplan LLC R. Krietemeyer, Interplan LLC S. Archer - CBRE Page 4 development services for restaurant, retail, hospitality and commerdial programs www.interplanorlando.com I I • ~ I I I P 8 . 5 %, Rib MP 4x 14 tJ~A' l~C 'R n3 ~ ~ ¢~~ ~ ~d p ' ~~~~ ~,~ , - ~. . °:~ J 4 . f ~M~`~ ~u „ate ~A~ „1 E^~~ , !64 { ~' 10A~ q;r,. F ~ f;` ~' 4 r s :a r' ! '~ a ~. ~' b' t t w ~ , w'{ sG: ~ t .~. t ~?~'- .~ ~~ ~,t K` t j: wu'C IF IL.~ ~I I NORTH ~~, REGIONS ID # FLSE06217DN S.E.C OF U.S. HIGHWAY NO. 1 & CANAL STREET TEQUESTA, (PALM BEACH COUNTY) FLORIDA I REVISION ISSUE LOG OWNER & CONSULTANTS OWNER MECHANICAL ENGINEER '. REGIONt INTERPUN LLC P WAY 250 RIVERChUSE MK 33 E RD. 15r MOR 9 If r SUE 600 ORLANDO R 3ZH10 BIRMINGHAM, AL 35244 r i. R HARRIS CON AG C EG PH. (2051 560-5325 ARCHITECT PWMBING ENGINEER M RPI.AN LC I E L INTERPJMV LLC L E R ISi FLOOR 933 E D, R I I FLOOR s3s LEE D, s OR,ANDC, FL 32810 F 10 ORLANDO, L 328 CONA~I. [AEG NEBIOCx, AA. 7H (401) 645-5008 CML ENGINEER STRUCTLpt4L ENGINEER IMERPLAN LLC ONM k J ENGINEEAiNG 933 lE[ R0., isf FLOOR 77 N. ORANGE A14NUE ORUNCO, fl J2BI6 ORLVJW FL 3260, CONTM;T: BOB ZIECENFUSS, P.E. Pot (4071 645-5008 ELECTRICAL ENGINEER SURVEYOR INTERPIAN LLC LBFH INC. 97J tC. AD, 1ST FLOOR 3550 S.w. CORPORATE PARKWAY ORIAN00, fL }2870 PALM Cltt, FL 74990 REV ~ ISSUE D4iE DESCRtPiION kTEC1ED SHEE75 AFN/RKS AI' 6-27-07 ANNEYATION SUAMIl1AL SV! RP I 9-20-07 ISSUED FOA SITE PERMIT C5, C0 - C5, LI, I2. F.2, 0.7. SURVEY RP 2 IB-9-07 FP & L COMMENTS C2 PR0IIDE J PHASE SERVICE AP 3 10-26-07 PBCHO EH k E C2 SFNEA UIERAL/COLOR CODING 6TAlEMEM RP 4 ttl-29-07 I- DC C5, E0, E2 UFi STATION RNrA 5 i1-12-A7 PBCHD FH k E C5 ODOF SCRUBBER AP fi I I-30-07 CITY COMMENTS C5, CI, C2, C3, CS.I, 11 PMi03. ADDED C6 AP 7 II-30-07 1P OC Cl, C!. i, C1.2, C3 AP SHEET INDEX IfVTC ARCHITECNRE ENGINEERING INTERIOR DESIGN PROJECTMANAGEMEM A4OD3420 CA 8660 933 LEE ROAD, FNSi FLOOR 0RWND0, Ra+IDA 82810 PH 407.645.5008 F%4076299124 SEUL', CV M V ~ ~ ,~~. CC4JS11rANI', I A~b~ ~NAN 6 II-30-07 L!tt CUUMFNiS ~~~i ®REGIONS sHi. ~. DESCRIRIIaN siRUCTURU DRawu+cs CS COVER SHFfi SI STRUCTURAL DgiA SMFEi CML OPAWINGS 52 FOUNDATION fl FLOOR PIAN CA CIVIL DATA SHEET S3 FOUND4I(DN SECTION A DETAILS C7 SITE DIMENHTQN PLPN 54 ROOF FRAM]N6 PLAN Ct.1 SIZE DELIOLITION PUN (PHASE I) SS ImiGW. SECt{DNS CT2 SITE DEMOLITION PLAN (PARSE II) 56 ttPiCAL SECTIONS C2 UTILItt PLAN 51 TRUSS PROFILES C3 GAAOTNG AI/D DRAIN4GE PLAN - C3.1 SiORMwARR fgLLUTIDN PREVEMION PUN (SHPPP) - - G4 suE DErWts - - _ cs un sanoN DeNts - C6 Cltt C(iA1L5 8 MECHANICAL DR4WINOS u w+~caPE PuN M0 MECHANICAL DATA sHEEr LL1 LANDSCAPE DETAILS PUN M1 HVAC FEOOA PLAN ~ SCNEDUIE /LEGEND Lz Tanlcanorv Ptal M2 HvaE DETAILS aND DDNrsoLs E( EIFCTRICN- SNE PLN - - sDOVEr PiuMeING rnwwlNCs PO PLUMBING DATA SHEET & DETAI6 P7 ELOOR PLAN UNDERGAOUNC z4cHrtECnIRAL DRAwINa P2 FLOOR PLAN ABOVE cRDUND A0 ARCHITEC7oRAl. DATA SHEFI - - AI ROOR PUN ELECTRICAL OR4WINC5 R2 AERECIED CEILING, ROOF PLAN PNO OEiAIIS EB ELECTRICAL DATA SNEEi A} EM1ERlOR ElflAilONS AND DETAILS EI ELECTRICAL LEGEND, NOTES, AND SCHEDULE A 4 UI INC SECTION ANB DETAllS BID E7 P N - HiiNC P,GOR IA LIG A4.1 ACOF SECTION nN0 DEtA;LS E4 fL00R PLAN - POWER AS WPll SECTION AND DETAILS E5 FLOOR PNN - NJ%ILIARY A6 DETAILS SHEET I E6 CRII;CAL DIMENSION PLAN A7 DEia1l5 SHEET 2 - - A9 rAl s snEEr I INTERIOR ELEVATIONS PND DE L - - A9 IMERIOR EIEVpiIONS AND DEtAi15 SHEET 2 A9.1 INTERIOR ELEVATIONS 6Eg1R[IY EOUIPMCNC (fOA INFORM4ilON ONL7) A10 INTERIOR ELEVATIONS AND SECTIONS SNEE7 1 1 OF 8 ELECTRONIC SECURITY ALARM TRYOUT All INTERIOR EtEVATIDNS AND SECTIONS SNEEr 2 2 OF 6 EIfCiHONS SECURITY NOTES AND DETAILS AR EIECTAIC0. AND SEWRITY PLANS 3 GF 8 ELECTRONIC SECURtt NOTES AND DETAILS AIS FINISH PULNS 4 OF 8 CUSS 1 MODUWt VAl1LT DETAILS AI4 DOOR SCHEDUIf AND DElAlIS 5 OF 8 VAr '21" DRIVE-UP SYSTEM DCi0.1LS A15 VAULT PUN ANO DEVILS 6 OF B AFTER HOURS OEBPOSIrORY DETAILS A16 HURAICPNE SHDITEA DETAILS 7 OF 8 UNDERCOUNTER EOUiPMENi DETAILS - B OF 8 DRIVE -UP ISLAND AIM DEVLS LEGAL DESCRIPTION PARCEL 1. l01(S) 7, 2 3, 4 ,5, 6 AND 7, BLCCK 3, JJPIiER HEIGHTS, ACCORDING i0 iHC PLAT iHEAECF ON FlLE IN THE OFFICE OF 7HE CLERK OF iNE CIRCUIT COUA7 IN AND FOR PP1M BEACH COUNTY, FLORIDA, RECORDED IN FLAT BOOK 23, PAGE 69: TOGETHER 1NlH A PARCf1 C( LAND 40 FELT N 'MOTH MEASURCD FROM EAST i0 WEST AND 1401N LENGTH, MEAS7AE0 FROM NORDI i0 SOU1N, LwNG IMMEDIAI£L7 WEST OF AND ADJACENT i0 LOTS 1 THROUGH 1, INCLUSIVE, BLOCK 3, JUPITER HEIGHTS, RECORDED IN PIAi BCIN( 23, PAGE B9, AS ABANDONED BY THE COMMISSIONERS ar' PA114 BEACH COUNtt BY AESOW11W7 R-76-1004 AND RECORUED IN OFFICIAL RECORDS BOOK 28[18, PAGE 170.9, PUBLIC RECCROS OF PRIM BEACH COUNTY, FLORIDA, wNICH WAS iNE FORMER RIGHT-Cf-WAY U-S HIGHWAY NQ I, SAID LANDS 9rUAIE, LUNG ANC ZINC IN PALM NEY F CRIDA. BEACH CW L PARCEL 2: LOT(S) 13, BLOCK 3, JUPITER HEIGHTS, ACCORDING i0 1HE PUT THEREOF ON FILE IN 1HE OFFICE U THE CLERK OF iNE GACUtr CODRi IN AND FOA PMM BEACH CWNiY, RORIDA, RECORDED IN PLAT B00.K 23, PACE 69, 5ND LANDS SITUATE, triNC AND BEING IN PALM BEACH COUNT;, FLORIDA. PARCEL 7: l-i(S) 25, BL~K 3 JUPITER HEIGHTS, ACCORDING i0 THE PIAi THEREOF GN FIIf IN 7HE OFFCE OF 1HE CLERK OF 7HE CIRCUIT CWRT IN AND FOR PALM BEACH COUNTY, FLORIDA RECORDED IN PIAr BOOK 23, PAGE 69, SUB1ECr iC RICHI-~-WAY IN FAVOR OF AMERICAN TELEPHONE AND TELEGRAPH COMPANY AS RCCIXtDEO IN DEED BWK N N(7 FLORIDA. I 0.N 7 A7 17N AND BEING IN PALO BEAC COU 812, PACE 50, OF THE PUBLIC RECORDS a< PALM BEACH COUNTY, FLORIDA. BAD L Os SI U E, L C PAR EL 4: C IT Ri IN AN FGA I IN OFFICE OF 7HE CLERK OF II# GRCU CW D IN i TH Ai THEREOF DN FlLE N E I BUPIRR HEIGHTS ACCORD G 0 E PL 1 8 9 10 II AND 2 BLOCK 3, LOS O - hi W'' 1 i5 9 10 11 AND A 11N !MM LATELY ADJACENT t0 C .S ~ l0 8 , PALM BEACH COUNtt, FLORIDA, RECORDtO IN PLA7 BWK 2J, PAGE 6A AND 7HA1 STRIP OF L ND L G ED 72, BLOCK 3. JUPITER HF;GHTS BEING 40 FEET YADF AS MEASURED FROM EAST r0 IKSi AND BEING IDD FEET LONG AS MEASURED FROM NORTH TO SWTH, AND LUNG BETWFCN 7HE WESTERLY OCUNDARY (Y THE SA10 L0I8 8 THROUGH I2 AND EASTERLY Cf RIGHT OF WAY LINE OF U.S. HIGHWAY N0. I. SAa PARCELS CONTAINING IN ACC47EGATE 0,94 ACRES, MOVE OR LESS. LOCATION MAP BLDG. imF ~"s TELLERS/D.1. AREA ExIERIOR FINISHES - COIO,4S MANUFACTURER 7H07 PR01'D STUCCO 5/5 MIRR 3920 ROOf:CONCRE7E 71LE: NAN80N -VENETIAN TYPE HANSON COLOR: 'NOVA Ni1277" E.LEB RUIN BODY: FS TiB6B6 1EATURE PEBBLET[A FlNESTONE EI.F.S MAIN TRIM FS p10609 1FXtURF. LIMESTONE FlNESCONF E.LFG REVEAL TRIM, COLUMN CAPS & YEDAWONS'. " " F1NESi0NE tE%iURE. FINETE% PEACH f5 M33 STOREFAOM FRAMING k ENTRANCE'. "BONE WHITE" KAWNEEA WATERTPBI~/WAINSC01/LINIELG. SPLJ/FACE 'PAPRIKA' AAA6CRAFr COMPANY REGIONS IoeFLSEO6sua+ s.EC ~ us Hvn I a car 1EQl~5IA, FL caPmisHr ©2mT INIERPIAN LLC RESERVES COPYRIGHT & OTHER RIGN RESIIRICTING THESE DCCUA lO1HE ORIt'MNPLSIIE OR PURPOSE F0RlM9CHiNEY PREPARED. REPRODUC-OA CHMJGES OR ASSIGNMENT PROHIHIiED. PRCUEGI N0: 2007.0918 DATE: b15-07 CS CHECKED,I ~3~~1 ~i~ ' ~K1~~1~2~ IT , ~.,~TH~I~~N~A<I~a~ 0.4t1E¢ IY~/fl Nri'~J1 t\eU(GCY6BtlN\1EFl.u~d~aiWiBCFt ,<,I-~ ,~ K 1'~B'=I'-0' An'F NORTH • 2 a d 8 x d R 4N_ a q~ 8 DEMOLITION NOTES N M N? F !A i N THE iDN7RAGT0A WILL 1. PRIOR TO CCAIME CE E C pE OLI 10 F' 'r i iH A' iH tt COMPANIES SERVING TH15 C ORD!NAIE NIS ACTIVI I.~ WI ~L E J ILL 0 AREA COMRACTOR IS 10 CCCRCTNA?E FUMY WI1H UIIL1iY COMPANIES M! E%ACI LOCATION OF UNDERGROUND UI1LI71ES PRIOR ?O EXCAVATION. 2. ?HF COMRACTOR IS 10 GDIAPIFTELY REMOVE AND IIISPOSE 0( ALL - i cn ~ ^ i N' N" N Ai ON 7 AN mNCS ,Iw Is ., luma ED I ~wpl ~ FOU D I s, STRUC uRES D euu T A lx Rw NDI TED s7uMPS AND Raars' TIMBER AND BRI6H C%CEP $ P E 1St I EMI$TING PAVEIAEM; OTHER STRUCTURES AS SHOWN OA AEASONABL7 IMPLIED IN THE DRAWINGS. }. EXCEPT tN AREAS WHERE EXISTING ?REES SHALL BE PRESERVED, A MINIMUM DEPTH OF Rr'MWAL $HM1LL BC (2) FOOT BELOW SOBCRACE IN ROADWAY AREAS AND i0 ORIGIN4L SOILS ELSEWHERE WHERE EXISTING BUILDINGS ARE TO BE DEIAOLISNEO, ALL TRACES Of FOINDATIDNS AND UNDERGROUND IQILIIIES ARE i0 BE REMOWtO (UNLESS OTHERWISE NOTED ON PL4N5). 7HE CONLAACTOA IS RESPONSIBLE NR PROPER DISPOSAL OF NL WA$IE M4?ERIAL. F ~' P 4. WHERE PAVING OR SIADCNRE$ ARE 7D B- R,4YMVE, WNILH ABUT DR ARE A PART OF CONNECTED FACILITIU (IHA7 ARE OFF-SIIEI, RES?OAA?ION OF ANY i FR M M it N S i0 B RESTORED 70 A WAWGE THAT MIGHT RESUL 0 DE OU 0 I E CONDITION EQUAL 70 OR BETTER THAN EXISTING UNLESS SPECIEICALLY EKEMPTED BY 7HE PANS. 7hiE COS? FOR SUCH RE5702A710N SHALL BE lNCIDEN?AL ?0 OWNER CDNSIRUCIION PND NO E%LRA COMFENSAIIDN WILL BE ALLOWED. 5. 7HE LOGITION OF AIL EXISTING'NTIIITIE$, S?OAM NRAINAGE AND TREES SHOWN ON INE PUNS HAVE BEEN pEiERMINED F40M AVAIUBLE INFDAMATION PND IS GIVEN FOA INE ~NVENIENCL OF THE CO.YIRACTOF_ INE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOA ACCURACY PA;DR TO THE START OF DEMOL7iI0N THE CONTRACTOR SHALL 41511 THE SITE AN9 pE7FRMINE THE EXISTENCE & LOCATION OF AlL SI,PUG7DRES, U?ILi71ES & 'REES SHOWN OA ~ NOT ON ?LIE PLANS, WHICH WOULP NEED ?0 BE REMOVED OR PRESERVED. 6, >NE COMWCrOR IS TO WOADINA?E 1HE AELOCa1ION GR RE410Va_ OF ALL WERHFAD/UNOERCAWND U?IIJT16, U?ILItt POLES, LIGHTS hV0 LINES M THE RIGHT-OF-WAY ANO ON 7HE PROPERTY WITH LHE APPROPRIATE SERVICE PROVIDER. 7. THC CONTRACTOR SHOT. REFERENr,E AND RES!ORE I'ROPERtt CORNERS AND UND MARKET'S DIS?URBFO DURING CONSIAOCTION. (UNDER THE DIRF.D110N M A FtORlO0. REGISIEAI:O L+ND Sl1RVEY0RJ. EROSION CONTROL NOTES Pll EROSION COMROL MUBUr&5 SH4lL TWIN IN PLACE UMiL COMPLI7ION CP CONNSTRUCTION. 1, ALL EROSION AND 6G11MENi WNTNC'. WORT( SHAL{ CONFORM WITH LOCAL Cltt/GOUNtt ANO WATER MANAC.MENI DISTRICT SPFCIFiCAT1ONS, SUBJECT 10 kIiHORIZE- Ni0 APPROVED VARUNCES, WAIVERS AND/OA CCNUI?IONAL CHANCES. 2. EROSION AND SEDIMENT COMAOL MEAA7RES $H4LL BE PUCED PRIOR t0 OR AS 7HE FIST STEP IN, CCNS7flUCTgN. SEDIMCNi CONTROL PRACTICES WILL BE APPLIED AS A PERUAETE9 DEFENSE AGAINST ANY TRANS?OAU?ION OF SIC? OFF rvE sllE 3. P11 AREAS AFFECTED BY THIS WORK SHALL BE RE.S=ORED i0 A CONDITION EQUAL TO OA BETTER THAN E%ISfING CONDITION, ULF:S SPECIFICALLY EXEMPTED Bf THE PWlS 1HE Lam? FOR SUCH RESTO+ASIaY SHALL BE WCIDEMAL TO 01HER CONEIRUCIION w+D NO ADpI?IOA AL pjMPENSAIIDN SHALL BE ALIOWCD. 4, THE CONiRKlOA SHALL IMMEDIATELY NG7IFY THE ENGINEEA OF ANf DISCREPANCIES &TWEEN THESE PLAINS AND FIELD CONUITION$ PR(OA TO COMTP1CilON. 5. PRIOR 70 CONS1AUCilON THE CON?AAC70R SHALL PRWIDE TREE PROTECTION HARRIERS TO MEET THE REOUIR[MEN?5 OF LOCAL SPEC fICATIDNS. 6. LHE COMftACTOR SHALL SELECTIVELY CLEAR LR1Y THE AREAS REQUIRED FM CONSTRUCTION 4N0 STABILIZE ANY PBi(NIIP1 EROSION gREAS IMMCDIAIELY FOLLOWING COMPlE710N C9 CDNSTAOCTION. 7. COMRACTOR SIWL KEEP AM' ANp NL SAND, SILT OA O1NER DEBRIS FROM MOVING OFF-SITE. USE AND MAINTAIN SILT FEAWE JUS1 INSICE OF PAOPERtt LINE. O. CON7R4CICP 5114L %OGN INTRUSION CF SAND, Sl:i OR OTNEA DEBRIS IMO ANY DRAINAGE CN SANI74RY SEWER $IRIA^1URE W PIPING ON OR ADJACENT TO SITE 9. ALL CIfAREO AREAS FOR IMPADVDdEM ANO/OR COJ$TAIJCTION SHALL BC WATERED i0 PRRENT WLND EROSION. 70. FOR AODIIIONAL INFORMA7IDN AND DETAILS, SEE F.7,OT. INDEX N0. 782. 11. UNLESS SPECIFIED, SILT FCNCES MAY BE USEp iN LIEU OF SYNMFIIC 8NIRIEAS. 12. AWI-ONY POSTS AND RAILS NRY BE NECESSARY'0 SEGJRE AND SUPPORT FURRIERS. 13. AODITION4 BARRIER LMCiHS MAY BE REWIRED B+~ 7HE COONtt ENGINEER OR BY AEGUUIORY AGENCIES 74, FILTER FABRIC MUST BE MSTAIILD UAOER ALL INl i CRATES, AT ALL TIMES WHEN INLETS ARE NOl PROTECTED BY SILT fEN'CE OR SYNIHEIlC BN ES, UN?R LHE LIMEROCK BASE IS FINISHED dND PRIMED. UTILITY CONTACTS SEWER LOYAHATCHEE RIVER OIS791C7 -ENGINEERING DEPARTMENT 2508 JUPITER PARK ORIVC JUPITER, FLORIDA 11458 COMACi. PAUL BRENZA PH. 561-747-5700 WATER NIUCE OF TEDUESTA MILITIES DEPARTMENT J45 IEOUESTA DRIVE IEQUESTA. ROflIDA }3469 fAN?ACT. RUSSELL WHITE PH: 561-575-63OS STORM VIIUC{ Of TEWESA 345 iEOUES?A DRIVE 1EOUESTA ROAIOA 33469 CONTACT. CAIHFRINE !MP.DINC PH: 561-575-8220 STORM $WIH FLORIDA WAT(p MAN4GEMEM OIS1RICi (SFWMO) DPAINAGE }301 CUN CLUB ROAD WEST PALM BEACH, FL 3}486 CONikC?. 'cvUARvO u. LWZ PHONE. 561-682-69s7 ELECTRIC RORIDA POWER AND LICNI 108 SOUTH DELAWARE BOULEVARD JUPITER, FLORIDA 1345fi CONtACL JGRGE SANCHEZ Pk 561-575-6735 iELEPHOAff BELLSOU?N 3380 OKEECHOBEE Rb1D RCOdI 237 FT. PIEAGi, FLORU4 34947 CONIACi: JAN RDTNEI_L PH: 772-450-4446 IRRIGATION NOTES ' A f P AR' A? N SYSi AI WHICH 1 CONTRAGiOP, SHALL INSi;ul ,OM IfTE I .G IO E I F A P Ni AN GRASSED AREAS. HFM PFOV.DES 100% CGVETNGE O LL U EO D r 7H F m cIVEN sPRINkLLR HEADS. Pa,iNG IS i0 BE EGLAL 0 E RNJNS 0 E 5 PROVIDE ALL PIPING, V'ALMS, V,V.VE 60zFS, SPAINNLER HEADS AND WIRING A$ REQUIRED FOR A F,OMPLETF AND OPERATIONAL IRRLGAlION $YB7FM. A ' "Ni Y PAWN R LINES AND NFAO LOCATIONS SKKNVN RE ESSc TAIL 2. S lE A"AAMMAi . 01 ~ IC 3. ANY PIPING SHOWN OUTSIDE THE PROPERLY LJNE OA RUNNING OUTSIDE A LANDSCAPE ARU LS SHOYIN ?HERE NR GORILY ONLY. PLL L1N6 SHALL BE INSTALLED ON 7HE PROPERLY ANO INSIDE 7HC UNDSCAPED AREAS. 4. ADJUST DESIGN OP SYSTEM WHERE NECESSARY i0 AVOID CONFLICTS IN THE FIELD WITH IANDSCPPING OR U?ILItt LINES. 5. CON7AAC?OA IS RESPONSIBLE FCf{ OBlA!NING ANY AND ALL PEAMITB REQUIRED FDR 7HE IN5TALIATION OA CONSTRUCTION OF THE WORK WCLUDED IN 1HI5 GDNPRACT. 6. CONLRACIOA i0 PROVIDE A APZ BACNFLOW PREYENiER Ai INE POIM OF WATER SERVICE IN AODI[ION i0 AN IRAIGALION METER. COORDINATE LOCATION WILN OTHER UTILI?IE$ AND GENERAL CONIAAClCR. 7. 4NUST SPRINKLER HEAD RADIUS AND PATTERN (WHERE APPLCABLE) TO OBTAIN Max. CWEAAGE FOA TORE ~wD SHRUBS FLlMIN471NG ANi OVERTHROW ONTO SIDEWALKS, PAVENLN7, OR BUILDING STRUCNRE. B. MEADS SHALL HAVE RISENS U SUFFICIFNi HF]GHT TO CLEAR ALL SHRUBBERY iNS1ALLED. 9. AIL IRAIGAIIDN PIPING WHICH IS LOCATED UNDER PAVEMCNT SHALL BE I CNCASED {N A SLEEVE TWO SIZE URGER THAN INE IRRIG4TIOk LINE ID COORDINATE LOCATION OF IRRICATICeN COMROLLEA WITH OWNER AND ~, GENERAL COMAACiOA. I I. PRWIDE A RAIN SWITCH EWIVAIENi ?0 TORO RAIN $WIIDH BSD-74. I MOUM ON BUILDING OR TRASH ENCLOSURC IN AN INCONSPICUOUS LOCATION ~ E%Pff,EO i0 NORMPL kAINFALL AND PER MFRS SUGGESTIONS. 12. OBLAIN INSPEC110N ANO APPRWRL OF ALL BURIED PIPING PRIOR i0 B4CNFIILING. 17. SPRINNIEA HUD MODEL NUMBERS SHOWN REFLECT TORO SPRINKLERS. ANY SPRINKLERS OF EQUAL WALITY NAY 8E USED WILN THE APPROVAL OF INE OWNER. I4. IRRIf,ATION CONTROIi[R PULL BE TORO CUSTOM COMMAND CONTROLLER MODEL CC-P09 OH PBPRP'ED EOOAL. WeP.iO' C~tLEA OPIICNS WITH OWNER. COORDINATE POWER ACQUIREMENTS WITH GENERAL CONTRACTOR. I5. PROGRAM 1RAIGATIDN CONTROLLER 70 PROVIDE I INCH OF WATER PER N'EEN. SCHEDULE HDN$ TO OPERATE DURING MORNING HOURS. 16. ALL IdAJNIINE P!PING SHALL BE BURIED TO A MINIMUM OCPTH OF 18" Of COYEIE ALL U?ERAL PIPING SwML BE BURIED TD A M!NINUM DEPTH OF 12' GE GOVEA 17. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING PN 18' WC FLEX PIPE CONNEC710N_ DO N01 USE NNM PIPE 18 ?HflCRLE ALL VALVES ON SHRUB LINES AS REQUIRED i0 PAEV£M NCGING. 79. AIL RISCRS $HAL AE STAKED WUH A STEEL ANGIf ANO SECURED WI?N UURAVIOLET llGHl PROIECIED PVC CLAMPS. ~ 20. ALL IARICATION SLEEVES SNAIL BE M1' IN DIAMETER AND INSTALLED BY GENERAL CON?RAC?DR Ai LIME OF UTRItt WNSTRUCTION. 2I. ALL CONTROL WIRE SPLICES SHKL BE MADE IN VALVE BOXES USING SNAP-THE CONNECTORS ANO SEAUN?. 22. ALL RISERS SHALL BE INSALLEO 12" FROM ANY WALL ANO A MINIMUM Of 12" FRDU ANY SHEWALNS OR RGAD. 2J. ELECTRICAL SERVICE ?0 ALL EVUIPMEM SHN.L BE PAOJIOEO i0 A JUNCTION BOZ Al THE EOUIPMEM LOCATION 67 OTHERS. 2a ALL WORN SHOO BE GIrAAAM1'iEEO FOR ONE YFAA FROM INE OAIE OF FINAL ACCFP?AF1CE AGAINST ALL DEFECTS IN EW!PMEM nN0 WORKMANSHIP. 25_ THE CONTRACTOR $HAt1 PREPARE AN AS-BUILT DRAWING ON A AE~kCN7UGIALE PAPER (BEPIA OR MYUR) SHOWING PLL IRRIGALION INSiM1IlATIOhfi. A MYUR OR SEPIA OF THE ORIGINAL PUN MAY BE OBTAINED FROM THE UNDSCAPE ARCHITECT FOR A FEE. INE DRAWING SHALE LOCALE ALL VALVES 4N0 MAINLINES BY SHOWING EYACT MFASUREMCMS FROM HARD SURFACES OR S1RUC?ViES. DISINFECTING & TESTING NOTES WA?EA MANS THAT ARE INCLUDED IN ?NIS PROJECT THAT WILL BC CONSTRUCTED DF POLYJINri CHLORIDE PIPE WILL ~ PRESSURE AND HAKACC ?ES7LD IN ACCORDANCE WITH AYIWA STANDARD C605. ALL OTHER WATER MAINS N N iH Pfi ECT WILL BE PRESSURE AND LUYJIGE TESTED IN I CLUOEO I IS OJ ACCORMNf,E WITH AWWA STANCARO C600. LEANAL2 N:SIS ARE REQUIRED AS FOLLOWS: I) 7HE LEANACE E%FIL?RATION OR INFiI?k;TION ODES N07 EMCEED 200 fALL045 PEA INCH OF PIPE DIAMETER PER MJLE PEA OAY FOR ANr SECTION OF 1HE PIPE, 2) EXPLTRA7IQN OR 1NTILiRATION TESTS BE PERFORMED Wi1H A MUlIMUM POSITIVE NERD Of 2 FEFi, }~ AIA TESTS, AS A MINIMUM, CONFORM IO THE TESL PROCEDURE OESf,AIBEO IN ASlM C 829 FOk CUY PIPE, ASiM C 924 FOR CONCRETE PIPE, AS?M F-1417 FOR PUS?IC PIPE, ANp FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES, p1SiNFCC?ION OF THE WATER DIS?AI&11ICN SYSTEM SHALL BE PEAFOAMED IN ACCORDANCE WITH AWWA C85i DISINFECTING WALEk MAINS. SATISFACiCIXI' BACIERIOLOGICN. LEST AE9JLi5 SHNL BE SUBMTRED i0 ENGINEER PR10R i0 FINAL CFRHFIC4110N. THE CONRAC?OR SNAIL MANE PROVISIONS TO PAOIEC? THE ACTIVE EXISTING MAIN FROM AAGKFLOW COMIAMIN4ilON DUAIn~G FILLING, FLUSHWC, AND TESTING OF TNC NEW MAIN, A$ SPECIFIED IN AWWA C651-92. CON7AACTOF SHALL UiItJZE A JUMPER CONNECTION DURING WATER M41N TESTING ALIERN4TE TYPES OF BAC76L0W PAEVFJ4TION M4Y BE UTILIZED 0.S APPROVED BY INSPECIIgd STAFF ANp ENGINEEA. . LANDSCAPE NOTES ~ UTILITY NOTES . GENERAL NOTES I. ALL UNDSCAPE AND IAAICATION IMPRWEMEM$ SHALL CONFORM 70 THE PRIOR 1D COMMENCING PNY CONSIAUCI[ON, THE CONI(NCiOR SHALL FIELD vEAIfY AAL E%ISIING MLRIES, INCIlro1NG WITHOUT LIMITATION POlA~,f WATER, A GENERAL STPNDA405 AND SPECIFICATIONS OF THE LOCAL JURIWICLION AND riILL W SU&IECT POINTS OF AECUINED WATER SANHARY SEWER AND SERVICE MLIIIES, A i 1 1R UP AN MPR V MENLS SM4LL CONFORM TO HE 5<ANOAROS ALL INFRAS lAi E 0 1 O E 7 iH R N P ClION AND ACCEPTANCE. 0 EI L S E R Po lUL COMLICT. NOTITY CONNECTION POINTS OF CROSS NG. MD D TFN / - i P i N F iH OCA JUR SDI LION AND WILL AE SUBJCCi 0 NJO S ECIFICA 10 S 0 L L l I C 2. ALL PUNT MATERAL SHUL BE RIXilGA GTi40E No. I OR BETTER AS OUTLINED ENGINEER OF AM DISCREPANCIES BETVIEEN THE PWJ$ ANU FIELD CONDIIIONS. THEIR INSPCCTION AND ACCEPTANCE. IN THE FLORIDA 'GRADES AND STANOARDG FOA NUR52AY PUMS' AND "GRADES AND 2. SITE LOCATION: S.E,C OF US. HIGHWAY N0. I PND CANAL S?REFT, iCOUESTA STANDARDS FOR NURSERY PLANTS PART II PALMS ANO TREES." ~~ FLORIDA N T 7 ' II AS WAi MAINS SEWERS I, LHE LOCATIONS CF EMIS?I C U ILL TES SJC FR ' PA A N 'WAL VERIFY ?HE AVAIUAILItt OF ALL 3. CONiRACIOA, IN FP Rl G BIOS. S GAS LINES ETC, SHOWN ON THE PWYS ARE BASED ON THE BEST AYAIUBLE " F R.M. AN 12 13 01 6B. DATED 3. tH1S SHE LIES IN FLOOD ZONE 'C, .I. P EL 0 2 0 PUM MATERIAL SHOWN ON THESE PLANS. IF CERTAIN PUNT M4IERIAL IS NOi INFORMATION AND ARC SHOWN FOR ?HE CONVENIENCE OF THE CONLAAC?OR. OCi00ER 15, 1981. AVAIUBLE Ai 7H4i LIME ?NE CON?RAC?DN SHALL CONTACT THE LANDSCAPE ?HE ENGINEEA AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND ARCHITECT, RICK ABI OF IN?ERPLAN LLC Al (600) 373-5552 OR (407) 645-5008, CONPLETENE55. IT 75 INE CON?RAC70R'S flESPON5101L1tt ip CONTACT ALL 4, BOUNDARY, TIWCGRAPHIC, AND TREE SURVEY BY LBFH TNC, 1550 S.W. i0 DISCUSS EOUIVALEM SUBSIITU710N5. UTILITY COMPANIES 48 HOURS PRIOR /0 COMMENCEMENT OF CONSTRUCTION ANO COAPg1ATE PARKWAY, PP1M Cltt, Fl 34990. (i72( 286-3883, 4. IN THE EVENT OF DISCREPANCY BCIIVEEN THE PIANi LHT ANO ACTUAL NUMBER TO HAVE 1HE1R FACIA116 LOCATED IN THE FlELp PRI09 ?D NrT WORK. 5. BENCHMARK -REFER 70 1WOGRAPNIC SURVEY BY IBFH INC. OF PLANTS SHOWN ON THE PLAN, THE PLAN SHALL CONTROL. TNC WJOSCAPE 2. WE 7D GRAPHIC LIMITATIONS Of INE pRAWTNG SCALE, Nl STORM SEWER, GDNTRAGTDR SHALL NOTIFY IMERPUN LLC OF PNY DISCREPANCIES PRIOR i0 OAwPwGE WALER AND SANITARY SEWER MAINS SERVICES, UTERAES, 6. lEGF1 OESCAIP?ION SHOWN HEREIN IS fURNISHEO BY SURVEYOR, ANO IS ISSLaNCE OF BIOS. CONNE'TIONS, 0.N0 APPURTENANCES DCPIC?EU HEREIN - DNLESS OTHERWISE INCLUDED FOR PENMI7TINC AND APFRWAL PURPOSES, AIJD AS A COURTESY FOR LOGliEO BY DIMENSIONS - REFLECT SCNEMATTC LDGA?IONS ONLY 7HE THE CONAACTOR. IN?EAPUN CLL. ASSUMES NO LIABILItt FOR Itt ACCURACY T i R ., N IB E FOR ANY fN1MACt OCCURRING S. UNOSCAPE CGN RAC OR SNW.I BE C'Pp 5 L CONTRACTOR SNAIL BE RESPONSIBLE FOR THE FINK LOCATIONS IN ACTUAL OR COMFLE7ENE55. ON SIZE OR ADJACENT AREAS, INCLUDING BUi NOT LIMITED TO RINOINGS, PAVNG, CCNSTRUC-ON AND INS(ALUTION OF !NE PROPTAEO IMPAOVEMENiS, INCLUDING PAR N R NSi L NC ANY AND ALL UALI71E5, ELC., WHICH IS CAUSED BY PAE I G 0 I AL I pNY REQUISITE CWROINATION WITH iHC RESPECTIVE GOVERNING AGENCYJUTILItt P RM Y i R N LTING 7. SITE CEGTECNNICAL INVESTI017ION ERFO ED B E RACO CONSJ PLANT MA?IXIAL' PROVIDER ENGINEERS ANO SCIENTISTS. INTEAPUN LLC. ASSUMES NO RESPONSIBILItt FOR . 7HE GORAECTNCSS ACCURACY AND COMPLEIPIESS OF THEIR WDAI(. >HE 8. PLL DISNABED AREAS ON SITE SHALL BE FULLY SODDED ASIDE FROM DEFINED 3 ALL WRIER ANO SEWER CONSTRUCTION SHPLL CONFORM i0 ?HE STANA4RDS COMRACTOR SHAll 08?wN A CDR' OF 7HE CEOTECHNICPi ENGINEER'S REPoRT PUl7IING BEDS. S00 SINLL BE FREE OF WEEDS AND NOMIOUS PESTS OA DISEASES. AND SPECIFICATIONS OF 1HE VILUC{ OF 7EOUESIA AND LO%AH4TCHEE RMR FOR THIS SIZE AND COMPLY WITH AECOMMENDAl10NS CONTAINED (HEREIN. IF A6PEC?IVELY, ANO WILL DE SUBJECT TO THEIR lNBPECiION AND DlS1RICT WDIIICNAL SERVICES ARE REQUIRED, ?HE CON?AACiDR SHALL MAKE A P,EOUESI 7. GRADE, DRESS. PND 500 DISTURBED AREAS AS SOON AS POSSIBLE i0 PREVFM , ACCEPTANCE i0 7HE OWNER. EROSION. . CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEfORE INAALUTION 4 8. COMRCTIOA SHALL PROVIDE ANp INSTALL EkOSION COMAQL pEVICES (SILT B. ALL FUMING BOGS AND (AEC SAUCERS SHALL HAVE CYPRESS BRAN MULCH TO . ?0 DETECT PPPARENT DEFECTS. MARK OFFECIIVE LNTERUL$ WITH WHILE PRIM FENCE OR OTHER MiiHOOS) A7 LIMITS O} CONSTRUCTION AND AROUND UCH A DEPTH OF Y MIN. EXCEPT IN AREAS ON SLOPES GREATER THAN 3R WHICH SHALL AND PAOMPRY REMOVE FROM SIZE. STORM INIFi PRIOR TO CONSiRI!CIION, AI4D SHA1 NAIMAIN SAID EROSION ~ HAVE A CYPRESS BARK MULCH i0 A DEPTH OF 3' MIN. ~ ~ CONTROL DEVICES DURING CDNSIAUCTION, ALL 1N CONFORMANCE WI1H CURRFM " 5. UY SEWER PIPING BEGINNING Ai LOW POIM OF SYSTEM (CONNECTION i0 LOCAL. COUNtt ANO STATE CRITERIA ABOVE GAPE UNLESS STATED 9. CALIPER OF iAEEA SWU.L DE MFASURCD Ai 12 OFF SITE SYSTEM OR P'JMP B?ATTON), 1RUE 10 GRADES AND ALIGNMENT OTHERWISE IN PUNT LIST ON SHE7 LI. Ali TREES SWV.L BE INSTALLED IN AN INDICRTEO WI1H UNBROKEN COMINUIIY OE INJERTS. PUCC BELL ENDS OR 9. THE SIZE SHALL 8C CLEARED A$ MA7 BE Norm ON THE PUNS, DF WL UPRIGHT POSITION. CALIPER W TREES SHALL TAME PRECEDENCE WEA HE1GH1 OA CROON£ ENDS Of PIPING FACING UPSTREAM. OBSiRUC?IONS AND DELETERIOUS MATERIAL SbLH AS FENCES, WALLS, SPREAD, fOUNDAlION$ LOGS SHRUBS, BRUSH, WEEDS, O7NER VEGETATION, ANO CLEAR IMFAIOA OF PIPE OE DIA7 AND OTHER SUPCRFWOUS MIiERIAL AS 6 ACCL'MUU?ION OF ftUB815H OF WHAIEVEA NATURE. OFF-SITE DISPOSAL, I0. PUNT MIZ OF 8' SHALL BE TRLED INTO E%IS?ING SOLI N A BEPIH OF 24". . WORT( PROGRESSES, MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH INCLUDING ANY HAZARDOUS MAIEAIAL ENCOUMERFD, SHALL BE IN 9000RDANCE REFER i0 SHRi1B AND TREE PLANTING pE7AIL FOR ESiEM D'r PIANi MIX 10 BE JOIN! AS li IS COMPLETED. PACT PLUGS IN ENDS OF UNCOMPLfiED CONpUIi WITH APPL1CA91f LOCAL STALE, ANO FEDERAL RULES AND AECUUIIONS. PROVIDED. PIANi MIX SHALL CONSIST OF I/} PUi MOSS PAD 2/3 EXISTING SOIL WHENEVER WORK Si0P5 ' . 10. THE COMAACiOR SHALL IMMEOU?ELY N071R INTEAPUN U.C. OF ANY 11. ALL PUN! M4TLAIAlS SHALL RECEIVE A SLOW RELEASE FERTILIZER 1N 7. MAINTAIN 30° P7VER WEA MAINS AND OVER SCRJICES/UTERAIS. DISCREPANCIES BE1W'EEN THE PUNS ANO FIF1D CONDI110N5 PRIOR i0 STAA7 OF OIWNTlTlES A$ OIAECIED BY THE MANUFACNRER CONSTRUCTION. 12. OTL FLAN! MATERIAL SHALL BE SET BACK 2 FEET, AND TREES 3 FEES FROM B. WHEN PROPOSED CONSTRUCilON OCCURS Ai EXISTING MANHOLES, INLETS ANO OiHEA STRUCNRES, THE CONTAACTDA SHALL MODIFY 7HE VAULTS 11. INE CONMAL70R SINLL REMAIN SOLELY RESPONSIBLE FOA AM DESIGN INE BACK OF CDR&S OR EDGE OF PAVEMENT, , STRUCTURES, FHAMFS, AND GIWk510 MEET tHC PROPOSED GRADES UNLESS CHWCES MACH HE MAY SNCORPORATE INTO iK PlM'S WIIH0111 PRIOR WRTTIEN OTHERWISE DIRECTED. G7NSEM PND~OR APPROV/1 FROM THE ONNEA NIO !HE ENGINEER. 13. PIN ALL 50D ON 1I -0R CRUTER Sl-C~"ES. 5. INSTALL COMINWUS LOCATOR CAPE/WIRE, LOC4TED OIRECP,Y WEA POTABLE 72 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EACH FMISTINC I4, UNDSCAPING SHOWN ON 1HI5 PUN SHALL BE MAIMNNO) IN COMPLIANCE WATER MAINS AND SANI?MY SEWER MAINS Ai 12" ABOVE PIPE. RIGHT OF WAY WITH INE VILUG[ OF iEOOESIA AND THE FLORIDA IIEPARTMEM WITH LOC4L UNOSCAPING ORDINANCE. OF ?RAI~pPoR?ATiON. 15. A TWELVE-MONTH WMRANtt SHAH BE PROVIDED FOR M1 NEW PUNT 10. WHERE APPLICABLE, MLItt TRENCHES CA0551NG PAVEMENT AAFAS 51wLL BE BOCK FILLED WITH COMPACIEO GRWUTAR MAIERTAL IN ACCORDANCE W1TN t3. SCS SOILS. Si. LUCIE PND PAOU SAND MATERIAL STPAIMG FROM DATE OF FINPL ACCFYIANCE BY OWNER. WIRIIN THIAIY SH T0 -1-99 AA GAYS OF NOTIFICAiIDN, DUO OR UNHEALTHY MATERIALS SliAll BE AEPUCED, IN . . , . 14, SiORMWATFA MWAGEMENT IS PROVIDED BY ONSRE UNDERGROUND COMOAMANCE WI?N THE APPROVED IANDSCPE PUMJ, Bf THE LANDSCAPE I I, COMRACLOR SIiAL PROVIDE 9LCE<(S FOR IRRICA; ION IP+ES 'JNOEI? SiORMWAITR SYSTEM. CONiRACiUR PAVENCM. COORDINATE W!TN GENERAL CONTPJJ'iOR. 15. ME CON?RACTOfl SHALL RESTORE OFF-SIZE AREAS i0 A CONDIION EOUAI 16. THE COIJTRACIOR SFLAIL -ROVIDF AN AS-BUILT DRAWING qN A REPROWCIBLE 12 ALL TRENCHES EXCAVATED FOR THE PURPoSES OF IRWIY/STORM TD OR BETTER THAN LHE CONDI110N E%ISYING PRIOR t0 COMMENCEMENT Of MEOWM (SEPIA OR MYIAA) SHOWING THE LOG?lON Of ALL UNOSCAPE M4ifRIAL INSTALU?ION SHAM BE KEPI ORY FOR THE GN2ATION Of UTILItt/STORM CONSTRUCTION. PRIOR i0 FINAL ACCEPTANCE. CONSTRUCTION. DCYIATERING OF UTILItt/STORM 1AENCHES MAY BE REQUIRED 16. ALL DISTURBED AREAS SHALL BE SODpED. TO PREVENT FLOiAIION DF U?ILIIY/STORM PIPES DURING INSiALU?ION. UTILITY SEPARATION NOTES 17. Ai LUST 30 D4YS PAIOA TO AMICIPATED COMPIfFION OF SIfE 13. 1HE CONIR4ClOR SHALL NOTIFY THE ENGINEER WHEN CONBIRULTfON IS CONSiRUC1I0N, THE FINAL CERTIFICATION PROCESS WILL BEGIN. INE UNOEAGROUXD WAT[R MAINS INClU0E0 IN !N(5 PROIECi WILL NEW DA RELOCA?EC i COMPLETE FOR WATER, WASTEWATER AND S10RLIWATEA SYSTEMS 50 HMELY CONfRACig4 SHALL PRWIDE OOGIMENTS AND INFORMATION, iN A 11NELY , . • BE UID i0 PROVIDE A HORIZOMAl DISTANCE OF At LUST IHAE£ FE7 BETWEEN ?NE ~ CEIiIIRCAHONS MAY BE IN[TIA1E0. ~RI~FA i0M 7 RIOT •ICAI T Si ^ RFCIII tS PRFicLU+ T ST REWJLi9 ANp qV AS FJlli SLM7/Y BHNA BE WM97ER, t0 ENGINEER, iNCIUDING, WI1HgJ1 IIMIlATION: L ' ~ OUTSIDE OF THE WATER MAIN AND THE OUTSIDE Of ANY E%ISifNC OR PROPOSED PER AS-BUlll BURYEY SCOPE IN SPED WNUA o. SUR4FYE0 AS-BU16iS VACUUM-ttPE $ANI?AAY SEWER. S70RM SEWER, S?ORMWALER FORCE MAIN, OA SUBAfiiED i0 ENCMEER PRIOR TO FNAL CERTIFCATON. b. COMPACTION ANO DENSITY TEST REPORTS, AND PIPELINE CONVCYINC RECLAIMED WATER REGUULED UNDER PART II] OF CHAPTER c. PRESSURE IESIING 0.N0 BAC1EAtOLOGIGL TESTING RFSULIS, AS A H091ZON?AL DIB?ANCE OF al LEAST SIX FFEI BETWEEN 7HE FA C 62~7A IA. $LA?ARLE COUPLINGS COMPLYING IVIIH AS?M SPECIFICA7IUNS AAE REQUIRED, FOR WATER DISTRI&1TION AK1/Ofl WASTEWATER , , OUTSIDE OF niE WATER 4AIN AND THE OUTSIDE OF ANY EMIS7IN0 OR PROPOSED REQUIRED FOP JOINING DISSIMIUR uA?ERIALS. COLlEC110N/TRWSMISSION SYSTEMS. CRAVItY-ttp[ SANI?PAY SEWER (OA A HOR!ZOMAL DIBTwJCE OF Ai IEASi THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF AM EXISTING Oft I5. OCFLCC?ION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE TESTING THE CONNUCiOR SHALL NAVE 1W0 (2) $E15 OF AS-BUlli PUNS, SIGNED AVD H~i70M OF 7HE WA?EA MAIN 1S PROPOSED GAAVItt-ttPE SANITARY SEWER F ?I REOUTAEMENTS 1~ NO PIPE SHAD EMCEED A OEfiECTION Of 59.; 2) USING A SFPJ.ED Hf SURYEYOA OF RECORD, ON SIZE INE 0.4Y ~ THE CML ENGINEERING - A Hg21ZON?AL DISTANCE UID AT 1fA51 SIZ INCHES ABOVE INE i0P OF THE SEWERJ RIGID 8411 OA MANDREL FOR LHE DEFIEC?ION 1ESi WRH A DIAMETER NO7 LESS FINAL PUNCH L1S! 1NSPECIION. THE DEMEAN. CONTR4Ci0A 15 i0 GIVE 7HE , OF Al LFASi SIZ FEET BETWEEN LHE OUTSIDE OF 7N[ WATER MAIN AND THE OUTSIDE THEN 95% OF 7HE BASC INSIDE DIAMETER OR AVERAGE INSIDE D!AMEIEA OF TW'0 AS-BUILT PLANS TO THE AEPFESENTAiIVE FR01.1 (NTERPIAN COMPLETING OF aNY E%ISiINO OA PROPOSED PRESSURE-ttPE S4NILMY SEWER, WASTEWATER INE PIPE', 3) PERFORMING INE TEST WI1NOUi MECHANICAL PULLING DEVICES INE INSPECTION IF Rff DEFICIENCIES ARE NOTED, ONE SET 6 AED-LINED FORCE MAIN, OR PIPELINE CONNEYINC RCCUIMED WATER NOi REGULA?E- UNDER PART 0.S-BUILT PUNS WILL BE CNEN 101HE GC FOA REVISIONS TO BE LMDE III OF Ci{APTFA 62-a10, Fa,C.: ANO A HORIZOMAL DISTANCE OF Ai I~SI TEN FEET R MATERIALS (WAIEAI REVISED AS-BUIIIS WILL NEED i0 BE PoRNAROED TO [NIERPUN BEFORE ANY BETWEEN LHE OUTSIDE OF TN[ WATER MAIN AND ALL PARTS OF ANY EXISTING OR CERTIFICATIONS CW BE INHUIED. PROP05E0 'ON-SITE SEWAGE ?RUTMENi AND DISPOSAL SYSTEM" i. SERVICE PIPE SNAIL BE POLYETNttENE (PC), ORS. iB. ALL IRAffIC CONTROL OMCES, EOUIPMENi AND INSiN1ATI0N SHALL MEET UNDERGROUND WATER MAINS iW11 ARE ING_IIDED IN THIS NEW OR REIOCAiFA 2 2. WATER MA!N$ $PALL BE PJC AS?M C900, DR 18 WITH IMEGRAL BELLS AND THE REOUIRCMENb OF THE LOCAL JURISOIC710N ANp/OR FLORIDA pEPAR?MEN! , . PROJECT AND THAI WILL CA055 ANY EXISTING OR PROPLSED GRAVITY - OR VACUUM ELASIOMEAIC JOINTS PEA ASTM C}I39 AND GASKETS PER ASTM F477. Of TRANSPORTATIOY. - TYPE SANITAR SEWER OR STORM SOWER WILL RE LAID SO THE OUbIOE OF INE WATER MAIN IS A'T IFlSi SIX INCHES PHWE SNE OTHER PIPELINE OR AT LFASi 12 }. DUCTILE IRON PIPE (D.I.PJ, IF REQUIRED. SHALL CONFORM 70 ANSI/AWNA 18. PARKING SFAHS SHALL CDMORM WITH LOCAL CODE ACCESSIBLE PARKNG INCHES BELOW INE OTHER PIPELtNf; ANO NEW DA RELOCATED, UNDERGROUND WRIER A21SI/CI51, CIA55 50 (MIND PIPE FOA ALL SIZES. SPACES AND ACCESS ROUTES SHALL FURTHER CONFORM WITH CURRENT Apo MAINS THAT ARE INCLUDED IN (NIS PRCUECi ANp THAT WILL CRO55 ANY E%ISIING OR REOUIREMEMS. PROPOSED PRESSURC-ttPE SANITARY SEWER ,WASTEWATER OR SiOAMWATER FORCE 4. CORPOAAlION SLOPS SHALL BE I i/2' BRASS. EQUIPPED W17H M4IN, OR PIPELINE COMIEI7NG RECLAIMED WATER WILL BE WD 9C TNC OU61OE OF CONNECTIONS ~MPATIBLE WI7}f SERVICE PTPf AND iHRUDEp IN ACCORDANCE ZO HANDICAP PAVEMFM MARNINC$ ANO SIGNAGE 6HPLL CONFORM WITH P P N A Ai T 7 INCHES AAWE OR BELOW LHE DTHEA I ELI E THE W TEA MAIN IS LEAS 2 r N WWA R S?CPS SHALL BE 5f(ED 0 MATCH WI1H $PECIF1C4i10 S IN A C808. CU B R i A IREMEM$ AND IOCAI OADIN4NCE. CU REN AOA EOU THE METER SIZE ANp CONFORM WI1H AN'WA C800 AND AWWA 0901. J. AT THE MLIIY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH O< WAIEA MAIN 21. LANDSCAPE SHALL ~ TRIMMED TO ENSURE SIGHT VISIBILItt OF 7PAFFlC PIPE SHPLL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE 50 THE WATER MAIN S f]TIINGS SHALL BE BRASS, CAST AND MACHINED IN ACGO~ANCE WITH AWWA CONTROL DEVICES. JO1MS WILL BE AS FAR OS PoSSIBLf FROM INE OTHER PIPELINE 48 ?HE PIPES C800 nND AWWA C901, WITH LDMPATIBLE PIPE CONNECTIONS. SHALL BE ARRANGED SO THAI ALL WATER MAIN JOIMS AAE ai LEAST THREE FCEI 22. ALL PAVRI,ENT S DIMENSIONED IO FACE OF CURB. FROM W1 JOINTS IN VACUUM-1wE SANITARY SEWERS, STORM SEWERS, $TOAMWA?ER fi. SER/ICE SADDLES SHALL BE USEp fOR ALL SERVICE LING TAPi, SERVICE FORCE MAINS, OR PIPELINES CONVEYING RECtAIMEO WATER REGUUTFD UNDER PART S40DIL5 SHALL BE DOUBLE STROP, ANCHORED R' A MINIMUM FWR (4) BOLT 23. ALL BUILDING DIMENSIONS AND TIES PAE 70 OU(S[DE FACE SEE III OF CHAPTER 62-610, PAC., NJD hi tFASt SIX FEET FROM ALL JOINTS IN PATIEAN ON A OUCLIIE IRON SRDDLE BODY. FOR PVC PIPE, DOUBLE 57L7APS AACNITECNPAL PUNS. GRAVItt - OA PAGSSURE -TYPE SANITARY S64CRN, WATEWATER FORCE MAINS, OR SHALL BE CORROSION RESISIAM ALLOY STEEL $RED Ez4GTLY ID INE PIPE PIPELNES CONVEYING RECUIMED WATEN NOT AEGUUTED UNDER PART III OT CHAPTER OUTSIDE DIAMETER. SEALING CdSKEis BHNL 8E BONA-N RUBBER 24. ALL GUAR RETURN RADII PRE 5' UNLESS NOTE0. fi2-610, TA.C ~ ~ ~ 7. PLL PIPE AND PIPE fI7TING5 !NSTALIED UNDER THIS PROJECT WiIL BE 25. BUILDING AND SITE (MPR(MMEN7S ARE PARALLEL AND PERPENDICULAR iO ~LDR CODED USING BLUE AS A PREDOMINANT COLOR. THE NOR?N PROPERTY LINE. f MATERIALS (~VlERI 26. WKICANi WILL CONTRACT WHN PRIVATE COMPANY FOR DAILY 1RASH . COLLECTION/SHREDDING OF RAGGED TRASH STORED IN WORICAOOM/BRFAKROOM. 1 AU GAAYItt SEWER PIPE pN0 FITTINGS SHALL Cg NON-PRESSURE PDLYVIML CHLORIDE PIPE (PVC) CONFORMING 7D ASLM D J034, SDR 26, WITH PUSH-GN RUBBER GASKET JOINTS. MA "FA r R R PP I BY 2. OIL FITTINGS AND ACCESSORIES SHALL EE NM C U EO 0 SU l ED ?HE PIPE MANUFACNRER OA PRIOR-APPAOVEp EgUAt. }, REDOING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALL BE SPND WHH NO ROCK URGER THPN Y IN DIAMETER. I T D. MATERALS s1QaN I_ RLINFORGID CONCRETE PIPE (RCP): 0-RING PIPE BH4LL CONFORM 10 ASiM C 76 (CLASS Ill, W{tF55 0?HCRWISE SPECIFIED) ANO A45Hi0 M 170 STANOARO $PECIFlGATIONS, AND ASTM C 447 SIANPARD tpEC(fICATION FOA JOINTS FOR ACP USING RUBBER GASKETS 2 FllIPIICPI R;,7 SNPLL CONFORM i0 ASfM C 507 (CLASS III) AND AASN?0 M ?07 STANDARD $PECIFlC4TIONS 7. HOPE PIPE AND Fl7TING5 SHALL MEET 7HE AEOUlREMENIS OF A4SHI0 M-25 {3'-10"J, M-291 (12" AND LARGER), ttPE S (CORRUWTED OUTSIDE -SMOOTH INSIDE 4"-60], AND MP7 (60" TYPE S). A BEL~SPI(bT GASKET FOR HOPE PIPE $IULL BE SOII/SILi TIGHT PER AASNiO SECTION 26 WHH RUBHER G4SKE1 MEETING A57M F-477. 4. PVC STORM SEWER PIPE (12' OA LESS) AND Fl7INC5 SHALL BE NON-PRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMNG i0 AS?M D 3034, ~ ~ SDA 26, WT1H PUSH-ON RUBBER CASKET JOINTS, ^ SITE DATA S IiE ARU PAVEMENT SIDEWALKS / IMPERVIOUS 4 BUILDING OPEN SPACE (GREEN) NN ZO 1 G BUILDING HEIGHT 45600 SF 1.05 AC 24 966 SF 4 7 5, % 63.1 $ 7820 SF 4 8. % 1 fi,814 SF 36.9 % - MM N tt f MM A I IRICT C2 CO U I A E CIAL D S MAX. W PROPOSED 50 fi 25 F! (1 SOAY' 12 fi (CANOr'Yj~ INTO ARCHITECTURE ENGINEERING IMERICR DESIGN PROJECiMANAGEMENi as oosa20 CA 8660 ER DUTAED PROVIOp 999 LEE ROAD, FIR5I FLOOR BUILDING SEIBAC7(S OAWMDO, FLENIIDA 32810 GAON? (WEST) 25 FI 41 R PH d07.645.5008 ElDE (NORTH) 20 R 80 F7 F%407.629,912d SIDE (SOUTH) 20 Fl 96 FI ~~ REAR (EAST) 10 Fi &) fi UNOSCAPE BJFFER ~L' 0 FRONT (WEST I0 F! 10 R SLUE (NORTH 10 FI 10 Ff O N S CC SOU?N I ( I FT 0 24 FT REAR (FAST) FRAMING AEWIAEQ 10 Ft 23 F? m (3.820 Sf / 2A0 SFj = I9.ID OR 20 SPACES 8 PPANING PRWIDEO V REGULAR 27 RCBEAT ZIEGCNFUSS, P.E. HANDICAP _ 70@L 2 ~ FL REG. F56752 -~ LEGENDS I C~SU"`~ PROPOSED COIdOUA MEP? F%ISTING GRADE EDGE OF PAVEMENT SIDEWALK GRADE BREAK HIGH POINT SPOT ELEVATION DIRECTION OF FLOW AND PERCENT SLOPE STORM SEWER h INLET DoWT+sPDG~ DAwns SANITARY SEWER & MANHOLE CLEANON WATER SERJICE FIRE HYORMJ? WAIEA METER BACNFLOW PAEVEN110N OEVI CA1E VALVE REDUCER UNDEACAOUND TELEPHONE UNpEAGAOUND ELECTRIC SITE OCH7ING iRAN5F0AMER AIR CONDIIIONINi, UNIT FRAMING SPACE TOTALS DETAIL NUMBER SHEET NUMBER OWNER 20NING CURRENT IfNO USE PROPOSED -73.50- MEG EOP SW GB HP 1,0% -SS-0. CA. -N- -w~aQ -4- CE -~~r --DO-- -~- -~- _~- -0 ^~ O 2 C4 JOHN DOE B-3 VACANT IRRIGATION LEGEND CUSS 162 WC LITERAL LINE- SIZE AS SHOWN UMII A SMALLER 512E IS SHOWN. 4" PVC $LELYE ------ PIPE CROSSOVER ~L VOUE ZONE FID. VALVE CPM 28.8 1~ VALVE SIZE H4CKTLOW PREVENTEA -~ IRRIGATION MELER -Q- CONiRDLIFR LOCATION ~C RAIN SENSOR LgCA?ION 20NE NUMBER I AEVlSI0N5'. I No. pATF AEMANS I~~ ®REGIONS REGIONS ID 3 flSEW2170N s.E.c of us ~Wr) d cAMAi sr. IE9UESIA, Fl COPYRIGM ©2067 7MERPfAN LLC RESERVES COPYA'FiM d OTHER RICHER AESREICRN61HESED000MENTS TO tHE OAIC-,IP14 SPE OR FWtPCSE FCR riMCH 1HEYYrEAE PREPARED. REPRODUCTIONS. CHANGES OR ASgGNMEMS PRE PROW&1ED. PROJECT N0. X07.031 B DA?<: 615-07 GC NOTE: C~ A COPY OF THIS SHEET C0 SHALL BE PROVIDED •r TO ALt BIDDERS ANO SUB-CONTRACTORS. cHECxED )2~~~alc~i~ ~~• B^14~ eN01NNp/'M/4) Ie%'E3 ~~~~-A\AfbWN~MaI\"~MJJIBNAN~NNNNG Y- ROIRO. 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'~1~ 1 H ~T~.~ .•~~ 1 I } 1 1 11 ~ .~ \L i 1 1 l :` 1 I `l 1 1 Il 1 ~ 1 `='1, ~~ . `, ~. ~ 19 1. 1 I,l 1 11 1 ll 1 )`I 1 1 ~ 1 1 I` 11 1 t SITE DIMENSION PLAN 1 v DENNIS R PHILIA 1 RS ~1 SINGLE RESmENnAL ~t1 1 ~l 1 / / Y >~ /' NOTE 1: NOTE 2: REFERENCE FOOT INDEX JDI, CONSTRUCT RAMP r0 LEAET PAGE t, GENEAAI AND POSSIBLE SLOPE (MA% = hl2). DCSIGN N01ES. CA055 ttOPE OF FAMP AND IANGING SHALL NOr EXCEED I:90. 5' x 5' IEVEL LANDING Ai IOP~ SIDEWALK OMIT JOIMS ON OF RAMP ~ 5 MIN. CURB RAMPS RuIP ANO SIDEW4IK CURB 2' DErECrABLE wARNmc 1:12 ~ r (REFER i0 DCTAICJ _/ SLOPE --6~ PICTORIAL VIEW PLAN VIEW Ol HANDICAP END RAMP 3D00 PSI INTEL) CONCAEFE NTS APMP60S.OWG TRAFFIC CONTROL & SIGNAGE INTERPLAN`; i Oi HANDICPP PN7KING PND STRIPING ARCH7TECIURE ~ 4 ENGINEERING NANOICAP SIGN (2 FtocES) 2 INTEfNOR DESI6:? C4 PROJECT MQNAOEMEfdr 3 O PAVEMENT M+RNINCS C4 pg0034;'G CA86nH O iR0.FIC YEILOW PAINT ON 'FACE OF NONOLfINiC SIDL'wAl;( CORE aN0 FIR51 6' ON TOP Of SIDEWALK 933 LEE ROPD, FIRST FLOOR O 4" WHITE (PAtM) OIiLAN00, FLORIDA 32810 PH 401.645,5008 EKaD7,e299124 24` WHITE STOP BAR (PAINT 7 ~~ ~ O 5 3a"StoP" slcN (RI-r C4 (ivP) SEAL: ~ N O 'W NOT ENTER" SIGN (RS-I( ~ 4 DweN rLUOw ALL TRAFFIC CONTROL SJGNACE SHAL CON40AM TD 'MANUAL ON UNIFORM ROBERT ZIEGENNSB, P.E. TRAFFIC COMROL D[VICES° BY 14E U.. OEPAR11dFhT OF TRANSPORTATION, FL REG. X56752 FEDFFAL HIGHWAY ADMINISTRATION. ~ - CONSULiAM: FIRE UEPARIMEM NOTE i0 GC CONTRACTOR PROVIDE AS BURT DRAWING TO FIRE DE-ARiMENT (N THE FOLLOWING FORMAL I. ONE (1) FULL SIZE SET. 2 ONE (1) 11"~17° SET. 3. ELECTRONIC AUTOGPD ON CD. ~ , RI 6 . -~°'~ / i ' TRIP COUNT CALCULATIONS ~ / /~~ ~ ~~'15 ~/ ~ E%ISTING AND PROJECTED TRIP ENDS RRE DETERMINED IHkOUGN THE liE TRIP GENEFAiION / NORRIA CROSS (71A C-ITION). UNDER UNO USE 91P DR14E-IN 84NK FOA TrIE PROPOSED SITE, BPSm ON f / ' , ~~ /~ ' R5 THE SDUNHE FDOrAGt 1337HSFI FOA Tdc PROPGatO 6AIJK FrLNI`L '~~ ~/ SAMUEL LONGNECRER CG GENERAL COMMERCIAL SINGLE RESf0ENT1AL I°=aa TYPE OF BUSINESS EAPECTED DAILY TRIPS F%PECIED TRIPS DURING %F FERN HIXIR DRIYEIN 64NK (PER 1DO0 SF) 947 175 507 ENTER/ SA9, FXIi 87 / 87 PAS BY TRIPS 44J BP V v °OV w aI / 41 a93 8J _- ___ a7 u NORTH SITE NOTES ~ i6 13 ~I SIDEWALK HPNDICAF RAMP C4 C4 ~2 E%15TMC SIDE%ALk WHEEL STOP (29 PLACES) ~ C4 ^q 6° CURB 6 C4 ^5 MONOLITHIC CURB AND SIDEWALK B C4 CONCRETE WALKS ca ~7 CONCRCTE WPLK EYPAKSIDN JOINTS AND SCOftC MARKS 9 C4 ASPHALE PAVEMENT 11 C4 ~9 BOlIAR6 (SEE ANCH. PUNS FOR PUCEUENi) 14 C4 ' 10 GONCRCIE PAVEMEM (SEE ARCNITECNAU PIANS) 12 C4 I1 "REGICNS° MONUMENT SIGN 12 DRAINncE srAUCTDRE (sEE sHE'r c31 1 13 1a HPNDICAF END RAMP C1 C4 ~, 14 E%1STING DRAINAGE Si~4ULiURE 15 E%ISiINC 6' NIGH GDNGRETE BLOCK WALL TO REMAIN. (PAINT TO MAICN 6llILD1NG) i6 6' BUCK VINYL CHAIN LINK FENCE WI(Ft 2 - 4' SWING GALES n ¢vwT PaE 13 Ig INSTALL DETECTABLE WARNING SURFACE IN THIS AREA, C4 FRIEND i0 LIMITS SHOWN. 19 ENiSiING CURB AND GUTTER t0 REMAIN. 2g PROPOSED lOLA1fON OF UTILITY POLE. CO~D1NAif WITH URLIIY COMPANr 15 ~ 27 DUMSTER ENCLOSURE AND CONCRETE PaD C4 O uFr >TanDN (SEE cs SHEET) 43 REMOVE E%ISTING 61N7ER AND IXMSiRUCi nPE "F" COR9 AND GUTTER PER FOOT INDEA 3B0 P4 REMOVE EXISTING DRIVEWAY AND CON57RUCT CONCRETE SIDEWALK PER FDOt INDE% 31O APIR1CANi WILL CONIRACI W17H PRIVATE CJMPANY FOR GAILY 1AASN COLLEC110N/SHREDDING OF BAGGED 7RASH STORED IN WOAKROgd/BRFANROOM. 2EVdKKMS'. NO DAh RRJA2YS a i i ce-er cm aauuctts I ~-0~ IP GC ~ ®~~ REGIONS ID N F4SE06217DN S.EC OF US Hd1' 7 & CAN0.l iEBUEStq Ft coPVRIGI+r ©2DO7 mrtnPlnN uc aESERVEs COPYRIGM & O1HER AIGfTIS RESIRICIING THESE DOCUA~N 101NE ORIGINAL SITE ON P1N809E FOR WHICH 1NEYWEI PREPARED. I~PROWGNONS, CHANGES OR ASSIGNMENTS A PROJECT N0: 2007,0918 DATE: 615-01 REFER TO SHEET C0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPEC[FlC NOTES AND REQUIREMENTS. cHECKEo-, t2~3~d`I~Sk- _ ~~~. 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REMOVE ELECTRICAL B7R, LDOROIN47E WITH ^ UiILItt COMPAMI f0A D15CONNECTION AEOmAEMENTS. ^3 6' HIGH GHNN LINK FENCE -x-~- 6 GENERAL DEMOLITION NOTES 1, CLEAR SIT[ Of ALL BUILDINGS, SiRUCIURES, PAVEMENT AND IANOSGPING PER SPECIFICAlIOJS UNLESS O7NEAWISE SPECIFIED ON THE PLOT PLAN OR BY THE OWNER'S ENGINEER. SCE SURJEY FOA EXISTING STAUCNRES ANO CONFIRM WI1H A SITE VISIT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIR'INO U-Ott COMPANIES EO LOCA1C ALL UNDERCfl0UN0 UtILIiIES PRIOR TD ANY ERCAVAiION. 3. RESTORE iO ORIGINAL OR BE11EA CONPI7ION All AREAS OISIURBED BY CONSTRUCTION 9. E%ISiINC LNDERGROUND UHLIllFS UNLCSS OTHERWISE NOTED. SHALL RF?EA N AND N4F ?0 BE PROlrflE-. WxEJi NECESSARY. 5. REMOVE ALL PROOUCI PIPING VEM LINES ANO RISERS, iSIANOS ANG UtILIiIES GORES PER SinlE DA LOCAL ORDINANCES. 7 6. CONTRACTOR SHALL REMOE AND DISPOSE OF iNE CONCRETE ANO SOIL AS NECESSARY 70 COMPLETE PROPOSED CONS'RUCTION. PNY IMPACTED SOILS ENCWINEEREO SHPIL BE STOCK PIED PEA DIRECTION OF OWNERS AEPRESENTA7IVE. UNLESS OTHERWISE O~RECTED, CONTRACTOR SHALL USE au EXCAUAE~u )uILS, 7 REMOVE AND D13POST OF LIFT STATION IN THEIR EMIREiY, PER SLATE AND LOCAL HEALTH CODES INCLUDING SEWER PIPE AND Plt BELOW CRME APPURIWPNCES, F1tL ERCAVA710NS WITH APPId1PRIAiE fuTEAIAt AccDROINC To LocAL canes. & CONTAAC70R SHALL BE RESPDNSiBLE FOR tAYOUi OF MF ENTIRE SITE THE PROPERtt CORNERS SHAL. BE MAP,KED. IF GIRNER PINS ARE REMWEO OR DISTURBED DDAINC r~NSTRUnION, comROCTOA sNUI REMAAN PROPERtt CORNERS Al HIS ESPENSE USING A AEGISIERED SURvFfp7. • 9. 7NE SITE DEMOLITION DEBRIS ING.UOING SUCH JTEMS Ac FENCES, WAILS fOUNDATI0N5 LOOS. SHRUBS BRUSh WEFO$ OTHER VEGCIATION AND ACCUMUUtI0N5 OF RUBBISH OF WNAIEVER NATURE SHALL BE SAi13FAC70RILY DISPOSED OF OFF SITE 10. THE CONTRACTOR $FIALL 08i41N AND HAVE ON 511E ALL APPLICPBLE ERCAVAIION AND OEMOLIiION PERMI7S PAIG0. i0 BEGINNING ANY coesTRDCrLON 11. ASBESTOS REMOVAL CONTRACTOR 10 PAOJIDE FOR AtJY 0.SBE5105 ABATEMENT REQUIRED. ANY ASBESTOS WORN TO BE PERFORMED SNAIL BE DONE IN ACCORDANCC WITH aLl FEDERAL, siATE aND LocAL REGOwnoes. 14. PRIOR 10 iHF START OF DEMOLITION, THE CONTRACTOR BHALL P<Il 1N PLACE EROSION CONTROL FACILITIES AND SILT BARRIERS AS SHOWN ON THE PLANS 17. CONTRACTOR EhWLL AOUAINT HIMSEU WITH iNf CONSTRUC710N DOGJIkIi75 AND BE RESPONSIBLE f-R PROTECTING ANY ERIS(ING FACILITY SO DESIGNED OR DESIGNATED TO BE U-LIZE- IN THE YNRN. 14. CONiAACLOR i0 PR0110E SUIiABLC AND S10.8NZED SOIL SVRFACE FREE OF ALL DEMDLITLDN DEBRIS IS SPECIFIED IN THE GE9iECHNICAL REPORT. 15. SECURE SITE FROM WIu1TN0AIZED ACCESS FOR ME DURATION OF PHASE I DEMOLITION ACTIVITIES INTERPL/~N ARCHIiEC?URE ENGINEERING INTERIOR DESIGN PROJECT NIANAGEMENi AA 003420 CA 8660 933 LEF ROAD, FIRST FLO(M OAL4ND0, FLORIDA 32810 PH 407.6A8 F%AOL629. sr>u fV O /'7` \ ~ ROAERi ZIEGENFUSS. P.E. I FL REG. E56?52 ^~~ ~ c~BDLt~: REV510N5~. No. gOTf AEwens 6 I I-:0-0t Cltt C°N6€NiS J 1I-~-bt IF OC ®~ REGIONS ID i fLSED621 ]DN S.E.C OF US MNY 1 & CANAL IE9UESiA, FL REFER TO SHEET C0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES ANO REQUIREMENTS. ~molcuii/ia/a~ Isca:,s aVNxmaAawN\xnanetnul~l.l amr¢¢ nryaln sn~an nw ixernrsazm\w,uievnwixu COPY171GM ©2007 MERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHFS RESIPoCiING MESE DOCUMEN TO 1HE ORIGINN. $RE OR PURPQSE FCRN19CN THEY WEI PREPARED, REPRODUCTIONS. CHWJGES OR ASSIGNMENTS A f170JECt Nq: 2CW.031B ~ DALE: 615-07 C I ~ I a/a,~-a uw s/a'=~'-e • s a 5 s 5 Y- Y I ~aJSA, ~/1 ~yc , °~a I ~o 6JaS 1 2 S~ L1 i Z ~ 0 1 s I _, NAO T'y. aA , ~ ~ ZLrr. ~!, 1 N i ~~ ,, ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ 1 ,, ~ ~ ~ ~ 1 I ~ r 1 1 L N 1 L 1 / / j / ` 1 c I '- ~ ~ 1 I I / L ~ I E ` ~ T / I ~'/ Lp1 ~ T 1 T, 1 1: / 1 ! ~ 1 1 ~~ / 1 v~ syP s. 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R[SIORE RICHI-OF-WAY PN0 USE SIMILAR GROUND CDNER TO MATCH AOIACENi CONDITION. 3^ REMOVC EXISTING PAVEMENT, WHEEL STOPS, AND 6ASE MAiFRIPL ® ee~vE EXlsnrw cnra aaslN. ^5 REMOI~E EXISTING 15" RCP. fi ^ REMOVE UNDERGROUND GAS TANK IN ACCORDANCE WITH LOCAL STATE AND FEDERAL RULES ANO AEGUUilONS. ^7 REMOVE EXISTING LIFT STATION (W[T WEUI~ B ^ REMOYE EXISTING NRCE MAIN i0 A POINT 5' WliNIN THE PAOPCRtt LINE AND THEN DAP- MAAR WITH A 4 X 4 POST PAINTED CAEEN 8 SAW CU7 ANO REMOVE EXISTING DRIVEWAY, AND CONSiAUCI NEW ^ CURB PND SIOEWPLM IO MATCH E%ISTING CONDITION IN ACCOADPNCE W[iH FDOT SIANOAADS, / IB REMOE 4' CHPIN LINH FENCE. i 11 REMOVE LIFE STATION ELECTRICAL PANEL CONOUIIS AND CONCRCIE SLPH- 12 RCMOVE EXIST!NG UTILITY POLE I 11 RELOCATE IXIStING UilLltt POLE, COORDINATE WITH CLECTRICAL COMPANY FOA LOCATION (SEE SHEET C2 FDA PROPOSED LOCATION) 14 RELOCATE WEAHEAA F1ECiRiCAt AND ffLEPBONE l1NES, ccaRDlrwlE WI1H ELELiRICM1l AHD rE~rnHOrx DoMPnHr FoR LOGAnONs i IS EXISTING 1REE5 i0 REMAIN i Ifi FXISiIN~C SICK TO REwIIN 17 AOCN BAGS (EAOSiON CONTROL) 18 REMOVE EXISTING TREES 1s MISCEHANF0U5 urlLln MPNHaF 20 REMOVE EXISTING SPRINKLER CONTROL BOX z1 AEMOPE cLEaN oLA 22 REMOVE EXISNNG WELL 23 B' NIGH CHAIN LINH 3ENCE -~-y- CWIiRACiOR SHIM REPAIR ANi SIDENNNS Lu4AC£D WRING PHASE 11 DEMOlfTIOR ANY UIS'ING WATER OA BEWCR SCAVICE Sf1LL IN SERVICE MUST BE CUT AND CPPPEO BY THE CITY AF THE CiGE OF THE R.OW. IF FISTING SERVICE 6 i0 8E USED, THE CONiRACtOR SHALL COORDINATE WITH CItt FOR TEMPORARY CAPPING. ~ GENERAL DEMOLITION NOTES 1 cLr~R snE DF ALL BuaolHCS sTAUCruAER, PAVFMENr AND ~DSCr~INc PEA SPCCIFlCATIONS I,NLCS$ OTHCRWISE SPEGIfIED ON THE Pl0i PUN OR BY 1NE OWNER'S ENGINEER. SEE SOAVEY FOA EXISTING STNUCIUAES AND CONFlRM WI1H A SITE VI517 2 CONiRACTCN SHALL BE RESPONSIVE FOR NOIIFl'INC UNLJtt COMP,WIES i0 LOCALE All UNOERGAWND NILIiIES PRIOR i0 ANY E%CAVATION, 3. RESTORE TO ORIG(NPL OR BEitER WNO(iION ALL AREAS DISTURBED BY GDNBIRNDTION 4, EXISTING UNDERGROUND UTlll'IES LMLCSS 01HERWISC NO7E- SHPLL REMAIN AND PRE i0 BE PROTECTED WHERE NECESSARY 5 REMOVE All PROWCi PIPING VENT UNES ANO RISERS ISUNOS AND UTILITIES BONES PER STATE OA IDCAL DAOINANGEE. ~ 6, COMAACiOA SHAD RFMDVE ANO DISPOSE 9F ANY CONCRETE AND 50.L AS NECESSARY i0 COMPLETE PROP~F- CONSiAUCTION. ANY IMPACTED SOILS , ENFAUNiEREO SHG.L BE STOCK PAID PER DIAECiION OF OWNER'S AEPRESENiAT1VE UNLESS OTHERWISE DIRECTED, CONiRACiDA SHALL USE r 7. RelAOVE AND DISPOSE OF LIFE SiA110N IN THETA EMIAEtt, PCA STATE ANO LOCAL HEALTH CODES INCLUDING SEWER PIPE ANO AlL BELOW CAADE APPURTENANCES. FILL EXCAVATIDNS WITH APPROPRIATE MATERIAL ACCORDING t0 LOCAL CODES, & REMOVE AND DISPOSC OF WELL IN 7NEIR ENTIRETY PER STATE AMD LOCAL CODES, INCLUDING ALL ABOVE ANO BELOW GRPDF APPUAIENANCES. FILL IXCAVATIONS Wf(H APPROPRIATE MATERWL ACCORDING i0 LOCAL CODES ~ 9 COMRACiCA SHALL RE AESPoNSIBLE FDR UYOUi OF THE ENTIRE SIZE. 1HE PROPEKf1' CORNERS SHALL RE IMRNED. IF CORNER PINS ARE AENOJEO OA DISTURBED WRING CONSTRUCTION, CONTRACTOR $NPLI REMARK PROPEASY CORNERS AT HIS EXPENSE USING A REGISTERED SDAVEYOA. 1B. THE SITE DEMOLITION DEBRIS INCLUDING SUCH ITEMS A5 FENCES, WAILS FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS. OiHCR VEGEtAlION AND M1CCUMUTATIONS OF RUBBISH OF WHATEVER NATURE, SHALL BE SAi15FAC10RILY DISPOSED OF OFF-SRE. 71. THE CONiRALTOA SHPLL ORiAIN AND HAVE ON Slif ALL APPLICABLE EXGAVAT]DN AND OEMOLTSION PERMITS Pft10R i0 BEGINNING ANY CONSTRUCilON. 12, A~ESi05 ftFMOYPl: COMAAC70A i0 PROVIDE FOA ANY ASBESTOS ABASEMENT AEOUIREO- ANY ASBESTOS WORN t0 BE PERFORMED SHALL BE DONE IN MCOR00.NGE WIIN P.L FEDERAL, SIAiE AND LOCAL REODU~ICNS. 1}, PRIOR i0 iNE SiAAi OF DEMOLITION. 1NE CONIftACiOR SHAM PUi IN PLACE EROSION CINd1NOL FAGILIilES ANO SILT BARRIERS AS SHOWN ON 1HE PUNS. 14. CONFRACiCR SHALL AOwINi HIMSELF WITH THE CONSiAUCNON OOCUMENiS AND BE AESPONSIBtE FOR PAOiECi1NG ANY EXISTING FACILITY SO DESIGNED OR DESIGNATED i0 BE UFILIZED IN THE WORM. 75. GDMRACTGR i0 PRWIOE SUITABLE AND STABILIZED SOIL SURFACE FRCP OF INTE . ARCHITECTURE ENGINEERING IMERIOR DESIGN PROJECT MANAGEMENT A4003420 CA 8660 933 LEf ROAD, FIRST FLOCR pRIANEIO, FEOaIEw 32e1o PH 907.645.5008 F%407,d29.9724 sEAL~(/\~\\ N ~ / ~\\ O ROBERT 21EGENFU55, !L. REG. E56752 CONSUl1AM', REVISNJIJS', No. wre Ar4Aa1Ms 6 11-79-01 CITY COMYEMS n-3c-ei .v a ~ ®~~ REGIONS 1D A FlSE061flDN S.E.C OF US fMN 1 & CJJlAI Sf. iEAUESTq FL COPYRIGM ©2007 IMERPIAN LLC aESERJES COPYRIGHT & OTHER RICHES RESIRIC-NG THESE DOCUMEMS i0 THE gRIGINNt SIZE OR PINEPCSE fCR VHTIGH /HEYWFRE PREPARED, aEPROGICD0Y5, CH4NGE 5 OR ASSIGNMENTB PAE PROHIBITED. PROJECT NO: 20010318 DATE: 615-07 ALL DEMDl1ilON DEBRIS A3 ~ECIFIED IN THE GEOTECHNICAL REPCRT. ^ /~ Ifi. SECURE SITE FAON UNAUTHORIZED CCCESG FOR THE DURATION ~ PHpiE II ~ ~ ,'/ DEMOLITION ACIIVIt(E5. (~ B ""~~ , YOOIHN i~/t8/Bi i5,2e^ ~,\M1~M~A'~ 1NNl)~B1~r01i8Lt1.Pd4 5/A'•t'-C MMQi~"'cc FlonEa a/H/W i51a9 xXAAA61u5&uR~1A1mLEiBliYp.CM 5/6=9-e' .~wncc SITE DEMOLITION PLAN (PHASE II) ~+ ~ ~ r i p ": • I~ i POTABLE WATER-MAIN COLOR CODING REQUIREMENT All water main pipe, including fittings, installed on or after August 28, 2003, except pipe installed under a construction permit for which the Department received a complete application before August 28, 2003, shall be color coded or marked using blue as a predominant color to differentiate drinking water from reclaimed or other water. Underground plastic pipe shall be solid-wall blue pipe, shall have a co-extruded blue external skin, or shall be white or black pipe with blue stripes incorporated into the pipe wall. Pipe shall have continuous blue stripes that run parallel to the axis of the pipe, that are located at no greater than 90-degree intervals around [he pipe, and that will remain intact during a<~d after installation of the pipe. and all other aboveground pipe shall be painted blue or shall be color coded or marked like underground pipe. I 1 11 1 , EXISTING FIRE HYDOAM 1 1 1 1 t ~ ~'~ 1 l i~ 1 1 t I 1 '~ - i~ ' i 11 ,F '~"tr 4 ~~ //~ /~ 1 l i • 1 1 t ~'O ,oA'V""ox ~ X11 ~ ~~ , ~~ I r "'~1~ ~. ~e ~~ ~~ N1 1 11 ~~' ~ / P A/21f '' S'~~ L \\ 1 1 /~ 11 1 11 4 ~ - ~ ~~ ~ „E A2D~c~c ET ~ ~ ~/ ~ 1 _ ~, ~ 1 I, Y a ~ ~ ~I ~ ~~, t ,I I 11 I k~~ } t 2 I ~1 r ~ F' ~ C2 ~~ 1 1 ~ , d 1~1 ~ w s~ `, ~~< l~ n ~'~ 1 1- ~ t ~ I It ` 1 1 t '1 7 „ 1 1,, I ,g 1 ~ ~ I I pR p 1 I . T ~.1 . ~ , ~, ~ ~, A 1 l 1 ~1 ( 1,` tr 1 t 11 r ~ i t ~ rT 11 1 1 \ 1 T ~7 ti 11 1, 1 ~ 1, T . 11 711 11 II , A I T ~ ` ~ L , 1 ~,~, ~, I , € ~ 1 12 I ~t 71 C I T1~1 1 ~ 1 ~,- 1 , 1 1 1 1 11 ~- ~ 1 1 1 11 11 , 1 ~ = TAE! ~, N~ I ~1~. to i 1 , ~. ,', + ,. I ~ 1 ~ , c~O, 1 1 t7' ~~ i T ~, ,, ~~ I "~' `1 ~ ~~, I ', , a 1 R. T ~1, ~''~ `' ET ,, s N" 1 OO 1 1, s ' c 1 1 ~ 1~ o`r 'E r„ E T I 1 1 1, 1 E\ b~ \I 1 1 ~I l 1 ~ T l 1J 1 j `l-i 1 1 ~. l 11 11 1 1 ~, , 11 TI , ~~t, (~. 1 ~~ IT 11 2 ~1 , 1 '1 , 1 1 22 R N 1 1 ` , r.1 i ,`1 1` 1'~ `c~~~ 1 ~ ,1 1 1 ~ I . 1 ~ T ~ ~ ~: 'T ~ T 1 1 6. 11 1 11 i A ' ~ .7~ I ~ l ~ I I 1 T 1 L ~1 1 I,1 TI 1 SITE UTILITY PLAN ~~~~ ~0 \c~~ /" % ,~d~Yel :DT , \ 1 'y, 10 i `y `l ~~~7~ 11110"\ `--' ~ , ,~>_ 1 ~~ ~ 7 T ~ }1, ~ t 1 1 1 1 ~l 11 , 1 f+° X11 T ,,, 1 6 1 ~ , 1 1 1 ~ R 4 19 ~ ~ 1 C2 ~ ~ 1 r 1 1 1 ~ 1 1 ~Y TT ~~~~ 1 1 ~ 1 ~ ~I T , 1 T ~ 1 I ~Ip ~ ~ 11 ~' ~ g2O SF553 , 1 ~` s n ' 11 1 F E 28 F. ' ~ Y "~ 11 1 2 1E 1 x,111 1 1 Is 1 1 ~ ~'~11~ ~1~1 1 I t ', 1 1 \j~l 1" ~'n T ~ ~'. 1, l 1 11 ~ °~ 11 f Y 1 11 h~~~/' li •b 1 1 ~'~ 1 1 1 s 11', T 1.111 e ~ 1. 1 , 1 1 1 $ 1 1° { eZ '. J 14 ~1 1 W ___ _-~~ 1,11 ,_~~ ,,_~ T t ~ ' _ _~ -- ~ ~~~ ~ ~# ~ 'rs55gW % _~ 51- _ ref, I ~/' . -' ~ r~,OUg~ /" `, 1"=20' i FRAME a solo uD. NEEN4H No R-ISra-A ~, (ROUIVII) OR tRPAWEO EQUN.. WITH CLFAA OPENING EQUAL r0 PIPE i.D. FINISH GRPDE 14.25 FIN1SHEl) PAVEMENT rROWEI-FINISH WHERE REQUIRED FINISNCD GRADE F 10.39 $EflCR 6• 12" CONCAEIE I" PE NA7ER [1NE 10.48 COLIA4 8' 7HK. 8.98 8.62 INV. = 72J 45 BEND J 673 ~7 SEWER E%FIURAnoN Is" HpoE ~-- rAENCH STORM PIPE 6 wrE~ a8' BEND O STORM AND WATER CROSSING NiS 1o DROP CLEANOUT NTs une2z DwG 11, t 1 1 1 1. ~ 1 PAOP~EO 5' UflLltt E48FMEM 1 ~ ,1 1 11 1 1 11 1 11 11111 ! `I 1 ~ 1 1 1 11 1 ,, 1 1 1 ~1~11 1 1 1 11 \ 1, 1 ll 1 1 1 1 1 1~ l ~ 11, 1 1, l 1 1 1 ;) V V O NORfH _~ _ FINISH caaor vaalrs m o 10,68 2'-40 PVC FOACEkA1N 104A 8.98 8.82 INJ. = 7.23 6.73 E%FILtAAiION X78" HDPF TRENCH SiOAM PIPE )~ STORM AND FORCEMAIN CROSSING %' NTS 997 K PVC saN¢AAr LINE 9 42 ~ 8,98 B.fi2 INV. = 7.23 J 673 E%FIURAr;ON 18° NDP[ rRENCEI STORM PIPE 15TORM AND SANITARY CROSSING N FINISH GRADE 13.08 IDSB I' PE WAiEA L1PL 10.48 r 8.98 I 8.62 INV = 723 J 6.17 E%FILIAATICM -15 HOPE TRENCH SiORU PIPE 04 6STORM AND WATER CROSSING Nrs UTILITY DATA IfVTERPL/~N; snNmxr sEwER ARCHITECTURE ENGINEERING I 4° w4lraaY sehER smB our ERaw ~ININC Ai mV = u.a3 INTERIOR DESIGN s tf - 6' rorc ®LBZ C4 (irP.J PROJECT MANAGEMENT O DROP cO T naoDa42o INJ. ]N = 11.97 CA 8660 INM, OUi = 10.01 C2 60 LF - C PVC ®L0% 933 LEf ROPD, FIRST FICOR LIFT ttAitON oRLaluDO, FLO171DA 32810 PH 401.648.8008 O 8 LIFT SiAr(ON FX401.629,91~d iDP ELEV. = 13.67 (WJ INV. = 9)3 C6 e ~~ B04lOM ELEV. = 4,8J SEAL'. C " " ~ © ON AIL $10E5 OF 1NE RPZ BAC1cFLOw 4 CONCAEIE PAD ExIENDING fi PAEVENIER NJD 1NE SruB ON PIPES r O 4" aF GRAVEL COVER W17H FILTER FABRIC WITHIN THE FENCED AREA ~ O LIFT STATION ELECTRICAL PANEL -SEE E2 SHEEt FOR OEiAII Og 6' 81AC1( VINYL IENCE WITH 2 - 4' SWING GALES ROBERT ZIEGENFU55, P.E. F9~Q6AL FL AEG. 156752 I 4 ~ ~ 19 220 LF - 2" SCHEDULE A0 PVC (MAINFAIN 3' Of COVER C4 (ttP) CONBUIFAM. 11 48' FIIIINCS (fi) (PROVIDED B7 PIPE %NNUFACIURER) 12 PROPOSED -E-IN LOCATION (CAISiINC SN90Ur) WA1ER CONNECTION IJ E%IS71NC WA1ER MEIEA, GDOADINarE WIiN VILLAGE DF IEOLES'A U71LItt DEPARiMEM ECR CONNECTION AEOUIREMENTS (IXISIING SNBOUT) ~' OOMESIIC 14 I° GATE VALVL, i' MEEEF, AND 1' RPZ ftACKfIOW PREVENiER I 15 C6 (ttP) 170 LF I' - PE SEAUCE LINE C 4 g RENS'ONS. 18 I" r I" x t' tEE pp ph AiRNVtA$ 77 2 7~ GATE VALVE i 10 A9 0]FPSL CDMMLMS J ~8-26-01 PBCn,P [nd0 18 i IF 1° - PE SERVICE LINE 10 BUILDING fi II-i8-e7 Cllr LUWdENIS 19 118 lF - 1" PE SERVICi TINE i0 L1Fr AACION PO I' GAFE VALVE, 1' RPZ &1CK FLOW PREVENiER, 1" HOSE H;OE IARICAEION 21 1" CAIE VALVE, I' MBCA, ANC t" AP7 BACKFLOW PREVENiE 1 C6 4 22 I-t/4" IRRIC4110N SERVICE LINE (6f OIHFJtsJ 6 ~~ ~ ®REGIUNS 23 CONTRACTOR SHALL COOAOINntE CONNEC110N POINT AND SE'N(CE slzE. rRa4sroRMER Pap cDwsTRUCnaN u+D LocnnoN wDN nEGrRlc SERVICE PNOVIOER PRIC0. 10 CONSIR'UCCION. GC. 10 SUPPLY NECE~ARY UNDERGROUND CONDUICS ABER rP,ANSFOWUER LOCiION !S FINPLIZ[D. 24 PROPOSED iRAN8F0AMER LOCATION. COORDINACC WIiN THE EUCiRICPi PRWIDFR FOA E%ACr LOCATION, SIZE ANp DETAIL OF iRANSFORMEA CCNLREIE PAD. 15 CONNECTION AElaarED urlun PDLE. cnoRDlNarE wires ELECTRIC aND IELEaNONE SERVICE PAMIOEAS, c ~ Ez - C UP N S G 26 Cti.4 0ti PLAN fOR AC7 BUILDIN REFEA iO ARCHIiECr RaL coNrRACrOA BHALL ccDRmNaIE caNpulr slzE coNNECncN PoINr AND SERVICE SIZE wIM iEIEPNONE SERVICE PROVIDER FAIOR l- CONSiRUCtION REGIONS croNFlucraR TD PRwloc Twc 2 conpmrs ro NEARER Inlun CONNECTION PO1Ni. COMAACrOR SNPLL COOROINAiE CONOUII sln cONNECnDN POINT AND SERVICE 5¢E WITH rFLEPHONE n 5[PVICE PACVIDCe PRIOR m coNSravcrlaN IDAflSE062110N L'~ 3 S.E.C OF US HPJC I &CAPU15 27 sroAM AND S4NITAAY caomNC C2 IEQUESTA, fl ~~~ coNrAncrDA NarE, cowRlGxr ©2007 1. iEIEPHONE CCNiRAC70R r0 INCLUDE IN PABE B:D 08' DF ONE PAIR " INiERPUW LLC RESERVES COPlfEIGHT & OTHER RIGHI$ ) CONDUIT FOR TELEPHONE (2 REBFRICIING IHEBF DOCUMENTS 2 ELECTRICAL SECpVOARY'. rO THE ORIGINAL SITE OR F rRhV8F0AMFR b LOr"AIEO DIRECILr BEHIND OUILOINC. Pll BIDS 'D PURFOSE FOR4SMICH THEY YhRE NCLUDE A MINIMUM OF 25 OF SECONDARY CONWIT ANO WIRE PROVIDED PREPARED, REPROWC1tt~NS, AS UNIT COST ON BID PROPOS FORK 10 BE USm fCA ANY AOOED CHANGES IN20.551GNMENiS MI CA @LCTEO CONDUIT & WIRE. PROHIBITED. PROJECT N0: 2007.0318 DarE: o-l e e7 REFER TO SHEET Ce FOR GENERAL NOTES, ~~ SPECIFICATIONS, AND LEGENDS, IN ADDITION 10 SITE-SPECIFIC NOTES AND REpUIREMENTS. CHECKFD'.IZ IIJ. J ^ Comm n7o>ro~ rs:ozc aw,aai~sm+"Van.eriarnanaczox sle=r-¢ axn~ n / nµVa~io-rse~nvUeer.nie7elerittwxc s7e'a'-e• ,morn • • 8 A I ~ ~ 8 I § 0 t 99 E 4 1 'z 1 / I 1 , Il 11 1 I ~y I ~1 1 2° ((// 1 1 ` II y 1` II li 1 , ~ _1Rn ~ \I 11 1 I , ~ 2, I 1 I 1 ~1 ~ I / 144ga 1 \` _ ~ 1 1 ~ ~N~ ~~~~~~~ 1 1 ~L I 1 III ~~~ 1 ~\ 1 ''../~ ~'\ i ~ I IIJJ ~/ 1 III I ~ \\\`1~~ 1 1 11 1 @ / {~, I 1 J ~ ,,~ I 1 - ~`i ~ 1 ... F~51 I, k~ I,'~ ~ ) ~ Ise 1 ~. I 1 11 L ~ 9 1 , 11 I `(~ ~e. h ~. ;1" 1 1 ~~1 1 ~ ~~'~~,'''~~,ggg1~ 1~ ~( " 51 1 1 ~E ~., ly I 11 , l ~,I~ 1 ~ l 11, 1 1~ ~1 nn ` 11 1 1 luv I I~ 1µ ll 'a41 1 1 I ~~ I I (74. ~ ~~~ ~ ~~ 1 ~ 11. ', ~s ' ~,~~ 1.re ~ ~)'a I `, ~1` ,116,, I I l1 4 \~ ll . 1 I 1 ! 11 ~ '~ t 1 1 ~>,~1 1 ~ 1 V \ '~ + `I ,~~~ 1'1 '~ ~l 18211 1 ELI ~1~WC. ~WSZ 11 A'I) n.~ I I 11 I I ~~~ 11 I1 11 ~I~ ~ '~f 1 11 i ~ 'I ~'' I 1 ' ~'N 11 1 ~. -e 1 1 ;I~ T I 1 ~ 1 1 I` 1 I~ 1`\ I I1 1l 1 1 I'' I 1 1\ 1 1 I~ 1 1 1\ l 1 11 ~1 1 I I, 1 1 11 1 1, 1 1 ~ 1 ~~~ p, l 1 `~ I 1 ~ \ I l \ 1 t 1 `, I I / 1 I` 1 1 I` I 1 ,1, ~1 I\ 1 llI it ~ i 11 I 1 I I ,~ 1 1 I Y 1 1 I 1 I 1 1 )~~,' 1 ~ GRADING AND DRAINAGE PLAN 1 t 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 / / / ! / ~ / / ~ / /?zp / // N0~ -~_ ~I T I Ao 1111 ~i'ti' ~ AEPrIAII PA`^'~'^ PLAN FOA ous+ErER ~i SELECT Fill (SEE SHEET CAJ WASHED N0. 57 SCONE (COMPAC7EOJ. PERFORATED HOPE WITH FILIER FABRIC SOCN (SEE NOTE BELOW) FILTER FABRIC (D-J) FO01 STANDARD INDEN 199 NOTES 1. PRON,DE FILIER FABRIC SOCK !N ACCORDANCE WfiH FOOT SrAN0AA0 ANO BPECIFICA710N Fqi RQAD AND BRIDGES SECTION 9487 znu FlLrER FASUIC ~mN>s SHALL avLauP A Mw of I' l0 SECTION A-A (EXFILTRATION TRENCH) r 2'-6" THREADED CAP ?~/j~//~~ ~~~/i •.; \, CONCRETE PPRON CIGNOUT RISER (NON-PEAFORAr[p) 1/9 ELBOW WYE FR7NG- // .-'~- _ ' J _ _ ~- L_UNDERORAIN PEPC A STORM DATA 9 Ez[arAAriaN iRENCx 1 (nP) LEUCrH=na', wIDrH=a' C3 127 L` 15" PERF~AiEO HOPE W1rH ) 4 (iYPJ FILIER fAHRIC SOCK ®0.0®% SLOPE C~ CA ttPE C INIEF e a TF = 14.00 (IYP) INVERT ELEV. = 7.25 D3 N.L DOwNSPOU! DRAINS PAE r0 CONNECT r0 DAttICHr rNAOUCN CURB. 4' PIPE TO ~ B MP.) BE CENTERED Ai ENPANSIDN JOIM IN C4 S10EWALK PNOfOR GUABING- EMFILiRAiION TRENCH LCNGrik167', M110rH=4' © 17S LF 15 PERFORATED HDPC WI1H FILIER FABRIC SOGN ®000% SLOPE 7 TryE c INIEF rF = 17.96 INVERr ELEV. = 7.27 I?0 I.F 72' PERFORATED HOP[ WITH e ^B FarER FABRIC socN ®a ae% aDPE C4 (~ ) IXFI'~iRAr10N TRENCH LENGTH=119', WID1H=4' 729 LF 15' PERFORAFED HOPE Wlrn I® FILIER FABRIC SOCK ®000% SLOPE 11 TYPE C INLET iF = 10.92 INVERT EI& = 7,23 T2 297 LF 12' PEAFDR47ED NOPC WITH FLIER FABRIC SCCN ®0.00% SLOPE E%FiL1AAlION 7REt~R'H 13 LEN4RN-189', WIDTH=4' 201 if 15' PERFOFATED NDPE WITH f1 FILIER FABRIC S{1CK ®0.00% SLOPE 15 71PE C INLET Tf = 1087 INVERt FLN. = 7.23 As FlrnNCS AND G~oUrs (wrc) 2 i6 (PRGVIDEn BY PIPE uANUFA:tuRER) C3 (nP.) J7 ExFUrRAnaN rAENGH IENGlk=112', WIDri~4 10 HANDICAP ZONE -MAY, 2.0% ROPE IN Aur OIAECIION COMAACSOR BH4LL FlELD VERIFY LaanDN, invERr nEVAnoN, MAtERIALs F AND PIPE SIZE BEFORE CONSTRUCi(ON BEGINS PND INFORM rHE ENGINEER IE ANY LGNRICi FSISI. CQI7RACi0R SHALL VERIFY AN0 EKGANATE lDW BEARING SOIL, AHD PERFORM fOUNDAiION TREAIMEM IN ACCORDANCE WITH tERAACOIJ CONSUUINC ENGINEERS rWU SCIENi1575'S GF07ECHNICAL REPORT PoUR FEET FROM DR4INA,E SIRUCNRE$ AND ALL FI1rINGS LSE NON-PERFORATED PIPE INTE MCHITECTUfiE ENGINEERING IMERIOR DESIGN PROJECTMANAGEMEM A4003420 CA 8660 I 933 LEE FIORD, FIRST BOOR I ORNIJDO, FLOPIDA 92810 PH d07 645,5009 FX 407.629.9144 SFAC. R00ERr 21E0[NFU9S, P.E. FL REG. X56752 ~~ I CQ480LiMR: 1 REVISIONS, NO P11E REMFNS t I lae-er cin amMCnRs I-se-er IP a ®R FLIER "FABRtE •~ ~. ~ ~~coA9sgACCREr>ArE SECTION A-A 02 CLEANOUT FOR STORM SYSTEM Nrs I I 2 4 • i m 4' I1• 11" 2" / A I °o °o "_~ ~ ~ SUMP PIT DIMENSIONS 8 8' L II ~~9 2~~1 PLttN ~ 5 J/<' 2~0' S 3/a" I I/2 T~E C I /2 m12. PAYED AREAS CAST IRON CRATING CRATE ~ APPROY. WEIGHT 235 LBS 1/4' CPLYANIZED HARDWARE ClOIH 2 CL No. 57 COARSE AGGREGATE n FILIER fFBAIC (I' ~ I r t') yd 3 1 . ~~: .. ~.. t2"OC. \\\\ SECTION A-A JBae Psl coNc AIL 57RNCTURES IN PAVEMENT ARFAB SHN.L CONFORM 30 H2O L04DING SJRNDAADS FOA AEBAR IAMUr, REFFA i0 NOT INDEM 232. 2 I/2 a 2 r 1/4 ANGL[ SEAT (2 SIDCS) W/~3 NOOK ®9 Ot. 3 TYPE "C" INLET (MOD,) NTs (AER Four INOEY 25z1 ~ wLwe4.Dwc WomE¢u110/61 aae.et aAA1e!4KxS&tigAOAWmFmen96[ ttomo. iz(a/n m~eLSl aTATAFLIMSUtS\E9BLwiBleBn&it REGIONS ID#ftSE06Y17DN S~E.C OF US HWY 1 &CAH0.t Sf. iE9UESiq Fl COWAIGM ©2007 N1EA%AN TLC RESERvfS COPYR(GHi & OTHER RIGNiB RES`RICTING ME9E OOClIMEtR9 iO MEORiGIW4 SItE OR ' PURPO9EFOR WHICH rNEY WERE PREPARED, REPAODl1CIgNS, CHANGES IX2 P99GNMEPJf$ARE PROHIBITED. it l PROJECT N0: 20310318 D41E, 6-1507 6 C3 cHECNED:12~3J~~~_ w s/e'=r-e w 67e=r-0 • pp710NAL PCSI POSITIONS ~ ;~. PRINCIPLE POST POSITION yJ'"~v'-~- (CANim 2B' rOWPi7D FLOW) 3 ,/ FILTER FABRIC ,.,.,-SILT RGw SECTION POST ~OPilONS: 2° X 4" 2 I/2 MIN. 010., WOOD, STEEL fltTEfl FABRIC 1,J3 L05/F7. MIN.) 6' MAx. °s ,~~ i ® d ® ~ EINAiION 1 SILT FENCE EROSION CONTROL DETAILS I I t ~1 1 1 411 11 i S 1 1 1 f61 1 l 1t 1 ~ 1 1 , I 1•~ 1 II 1 '1 tI_'~ 1 1\ 7 1 ' s~ 11 1 \ . I I t-. 1 d 1\ ''. \~~ v.. 1 I ' ~ ,1 i, `r ', /,i 4 ~`'- 1L ~ (~` I I 1 'I. ~/ X117 rll ,~( II {~ I I } 1 1, l1 1 ` 1 l .~. ,,~ rt I 1 1 t.~. I I ,111 II ~~ lI'I 7 ;1 '1t 11 V1 I ~ . ''1 'i0. b I t l\ I \ ll 1 1 i I ` 1 ~ 1 4 V 1 1 ii tx 1 1t `. 1 {, A V CONSTRUCTION SITE FENCING LOOSE SOIL PIACF- 6Y SHOVEL AND TIGHTLY COMPACTED ALONG UPSTREAM FACE OF SYNl1ETIC 8ALE5- ~SYNTNETIC BALES BACKED BY E ~-- ~ saT slaw --r-----~-.- ~~1 ~~ 11 11 LEI -~' ~~ 1 L' 1 L 1 Lr1 ~~ 11 l ~4 II 1 ` ` 'TA ~, `sy I L ~ a 1 1 p ll 10. A 1 111 1 1 1 ~1po^, l 1 ~ -~rI ~ j ~ L 0. 1\ 1 T+ II r 1 1 11 ii . 1' 1 L I C1~ A, 11 L ~~ 1 ~ 11 L ` 1 r t 11 1 1 7 `A, 't \ L 1 ` 1 h 1r I 1 ~ 1\ 1 1 ~i t ~y~ 1~rr 1 L\ - 1 T I ~, 6 1 , 1 T L I 1 -11 1~~ F A ) I SQ~ 1`;/ "~ L , 1 1 /i ~t s T 1 \ )l 1L\ 1 ~1 \` \ \ ~ i ~ _ ~` . l 1 ~I 1 A \\ ~_ r~ \ 1 1 ~ . 1 1 1 4 t 1 1 ~ A SWPPP / STORMWATER POLLUTION PREVENTION PLAN r-za MINA $rANES SYMHETIC PFR BPLE. Ya2" STANES ] I/2' r0 2' WIRE PE - IN Cfl0UN0 SYNTHETIC BALE TIES l %7. SECURELY BOUND SYMHETIC PALES REQUIRED fqt DURABItItt ANCHORING SYNTHETIC BALES ' ~ LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY % COMPACTED ALONG 7NC UPSTREAM EDGE OF SYNTHETIC BALES itow ~~-%~l~ ~ ~~~ 1 ~F ' 'I :`~; ~`~`~T;i ~~111`i EiEVnnav PuB+ 131RARRIFRC Ff1R CI f1PFC r/ / ~ / . NON1H ... .~~. -~ ANGH~ $YNrtrtIIG PALES WHH 2 - ~. A r~ g ,~ ~ POLLUTION CONTROL NOTES I(yTERPLAN ~ SIOEWpLg ./ Sla(ES PER SYNTHETIC BALE NL EROSION WNIROL MEASURES $HAll REWN IN PLACE UNTIL CONPIEIION aF caNSTAUCnoN ARCHIiECiURE _ lie I Lj j!i ~ _ 1. PLL EROSION PN0 BEDIMEN7 CONTROL WORK SHALL CONFORM WITH LOCAE ENGINEERING -- cnY/cWHtt 0.ND WATER MNUO[MENI DISTRICT SPEClecwnoNS, sue~F~I ro IMERIOR DESIGN DrtCH _. ® = mreH AurHORa[D AIwD APPAO~D vARIAHeES. wAIrRS A<wD/DR coNDlnoes uF slrE PROJECT A7ANAGEMEM PERMITS. ~ ~~ CURB @ viJ1iER __ __ PAOO3a2o ~i ~~ _- 2 EROSION AND SEDIMENT CONiRO[ MEASURES SHAI1 BE PLACED PRIOR t0 OA i I i it I I jb 1 I I ! (1i11 A$ 1NE FlxiT STEP IN, CONSIRUCi10N. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED A. A PERIMETER DCF6uSE PGP7NSI ANY iRWVS°OftrAtIDN DF SILT DFF ^+ COMPLETED INLET ^5 DITCH BOTTOM INLET THE mE, INIfI CRMC 7. ALL ARCS AFFECIEO BY THIS WORN SHALL BC ALSTDRED f0 A CONDITION 933 LEE ROAD, FIRST FLOOR EOUAC r0 OR BEDER THAN E%ISiING CONDITION, UNLESS SPECIEICAILY ORIANW, FLORIDA 32810 ILSER FABRIC ENEMPIED BY THE PLANS. THE CQSr fOR SUCH RESr0RAr10N SHALL BE PH 407.645.5008 INCIDCNTAL TO OTHER P7NSIRDGIIDN AND NO ADDITIONAL CONPENSA710N SHALE FX 407.6299124 I f I~I II - INlfi STRUCTURE eE ALLOWED. ~~ PEN 4. lNC CON7WICTOR SHALL IMMEDIATELY NOTIFY THE ENCINEFft OF ANY - 015CREPANCIES PETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR r0 '~'~ ISER n~ ~<, coNSleucnau. p APRON ~ 5- PAIOA TO CONSlRUCIION THE CONTRACTOR SHALL PROVIDE TREE PROrECION \. CURB k CURER BARRIERS r0 MEfi !HE RE9UIREMENTS Of LOOAL SPECIFIOAIIIXJS N ,I„I II 11111 6. THE CONTRACTOR SHALL SCIECTIVELY CLFAA ONLY THE PAPAS REDUIRED CONSrRUCTIDN AND STABILIZE ANY POTEMIAL EROSION AREIS IMMEDIATELY ®PART[AL INLET QEROSION CONTROL SOCK foanWlNG GPMPLEr1oN or cowsTRUCION. l r IRACT'H :h l RCFP wN. 'N9 A SAt p L OP 0 1 FfiR FN .d R. 2~fCENFUSS, P.E PROTECTION AROUND INLETS OR SIMILAR STRUCTURES +,Ar t~ _ r _IIE hL~ ~uD MAN~,A s r E .~ .,_T m I PRNPEm, P~A g.Bls2 n . .~~f ~~ / /~ 8. COMRACTOR SHALL ALOCx INTRUSION OF SAND, SILT DR 01NEA D`.BR!5 CONSULIAM: INTO ANY DRAINAGE OR SANITARY SEWER SiRI'C1UAE DA PIPING ON OR ADJACe.M iP SITE. / 9. PLC CLEARED ARES FOR IMPROVEMENT AND/OA CCNBTRUCTION SHALL BE WATERED r0 PREVENT WIND EROSION. ~ 1B. FOR P-DI110NAL INFORMATION AND DETAILS, SEE F.D.O.i. INDEX N0. t%t. / I L UNLESS SPECIFIEG, BIL7 FFNCCS MAY RE OSEO IN LIEU OF SYNTHETIC HARD SURFACE PARRIEAS. PUBLIC ROPO 72. ADDITIONAL PCSTS AND RAILS MPY BE NECESS4RY i0 SECURE AND SUPPORT / ~ M BARRIERS. AN ~ 13. ADDITIONAL BPRNIEft LENGTHS 1dAY BE AE-UIRED BY THE COUNTY ENGINEER / / CN BY RECUUIOm AGENCKS. 14 FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT All. TIMES REN610N3: WHEN INLE15 ARE NOi PROTECTED Pt SILT FENCE OR SYNTHETIC BA1C5, UNIV. / THE LIMEROCN BASE IS fINISHED ANO PRIMED. ~ 00.1E ~~ 6"MINI IS THE CONRACTOR IS AEOUINED IP HAVE THIS PLAN ALONG WI1N A COPY OF 6 tl-3@-40. Gltt LOMMFNIS n1E NPOE$ NOTICE OF INTFNI P0.5rED IN A 1751&f LOCATION ON IRE NSA. R 2(15') 5"J ~ CONSTRUCtION 511E Ai ALL 17MES. COARSE AGGNLCA'E 16 'CONTRACTOR I$ REOJIRED BY NPDE3 TO NEEP A LDG ON SIZE FOR THE N07E. FC = SDDB SOLE EROSION AND SEDIMEN7 CONTROL MEASURES INDICATED PN THE PIPN. THE (28 WY;) GEOIEMrILE UNDEAtINER P5 ! L~ SHALL CONTAIN DATES FOR: INSTALIA7ICN OF CONTROL MEASURES, MNOR . . SITE CONSTRUCTION ACTIVITIES. INSPECTION DN Ar LFA57 A WEEKLY OASIS AND rNSPECTION Af1FA ANf RAINFALL CVFNr THAI IS I/2' CR GREATER". ~l CRUSHED STONE CONSTRUCTION EXIT iH'EIi ~ina~ ~o-om~Ml~ aaiN~AOe~iEmairvAO ~ Toe uaoNMinE°DN IP MS COMPLCIION OF CONSTRUGi'ION. RETAIN A L RECORDS FOR A PCRI00 OF INREE YEARS • ~~ iDiAt AREA "DISTIlABEO UNDISTORBEU 1MPERViDUS' PERV]OLiS' (SF) ARC (SF) AREA (SF) AREA (SF) AREA (S~ (AC) AREA (ACi AREA (AC) AREA (AC) AREA (AC) 45,6@8 45,600 0 28786 16,814 1.05 L05 0 0.66 0.39 13. CONTRACTOR SHALL E FOLLOWING THE NJi1CE OF TERNINATION. 19. NGN $IORMWAIEA DISCHAACFS SUCH A$ FIRE FttPFANT RUSHING. ETC SNAIL ®RE(iIONS BE DISCHARGED i0 EMISTING UNDCRGAOUND S10RMWAiEA FACWtt OA ON i{iE R[1EMION FOND. 20. ANY POIENIIALLY HAZARDOUS CHEMICALS AROUCM ONTO THE JOB SITE WILL eE uMIRD wuD NFPT IN ORIOIINl CONTAINCR wnH Msos IABR. 'IMPERVIOUS + PERVIOUS -DISTURBED 21. NO Slli SHALL ~ iAACNED OMO PUBLIC ROADWAy$. ANY SILT DEPOSITED Slovnrater Poum on PrevenUan wan Inspxt'on RgpaM1 Porn ON PUBLIC ROADWAYS SH?ll BE REM04ED BY iNE CND OF THE WORN DAY. Ins0a0YOns muri uea• of lead one' u rceA and e4h'n 24 oars vl the end o/ a 4oim 'veal Iho1 a A50'nthes or greolx. woi~l Ncme.___-_-____-___ FDEP NPOES 51wm~oler Idml'r 4on Number: FLPIB RAIN ME GATE LOPATION DATA OF CONTROL WSTALIID CUARENt CONDITION / CDRAECIM ICTIINI (andaia Gade. 6 = Caad M ~ Naryinok medn mainlenanu or rep.'acemenl 0aan P =PAW, 'Baas immed le mala~wnw or rePiaaamaal c = uesas m m e~ea o = Dme I S'd! Fence 18. Storm drain inlet protection ~. e1m aining e ary 2 Earth dikes 11. VB elotive bulfer s0i S'Slam 3. Smclural diversion 12. Ve elaGve Presxrwtlon oreo a an 4. Soak 1J. AefenUOn PonO e ~ s sedim<al Da 6. Ch k dam 14 corrso-Ndmn emraace st bi2 N 22 T m o r eed xd r n ].Sb i d n 15 P t R 4.Mk,h 8. P I d- 6 b a y 5 th Uc Bales 9- L I e d 7 P d i 1~ 6 I Il 16 R k ~ 't. 7 R' GonlRUrDR(s) AxD suetonrwcmR(s7 THAI IMPICUErtt >m PAS of rnE LwsIDN/PODUnoN BavmDL MEASUA(s a(amAED ar THE nPOES PERNIT SHUL slaty D[ml i jury anew oanAnr m ia• mm i aaderalwa ena seal camyiy rHn, nm leans ary mndSAas of Ine Slnle al BmNa Genxk PermR Iw Smrmrala Oisei;age tram large ena Smell Cwsimcbon klHiti00 ena This $tormeekr PdNGPn Prmnlian Pbn Dreparad IherewAer 128.7 D I I' n 1 W d ILDURkBtDn7 33. Sand Ba IP9 D l f Pod 12 B )4. Olher 30 R l I' D d 71ape.lm 7nlmmMiom. FNGNFEPS CERT~pIf,A1NN _ Dly uMe pe Ity I I Ih I tn' da. I d P t l I peps a _ undo Y d (' n suP d 'U y0. d 9 d Na Nom Dal YWhA a pvswM p D N gala M M eval I a N: l 1 b L tl. B d O:a(f t my ' a) U pe P ~o g th y t I paw a Ly llz bo p t ako sndl eM'ry 1M11N 1 'fly' )a' Ih the $Iwmvcler pori'bl 1 golf g N l 1 ih ai I bm'lted l U b 1 I y ' ' Po9ul' P 1' PI d Ih Si l I Lb is G~ P 1 9o mxahr Wstnarge Iron I r k 4ag and b F i t U d mpkl I e Ib N g Larq d Sn II Ca sE I' b.3"1' T Ih 1 ary -aeM f mn ¢anpl'once pe 1 I d ling i I ~ 1 Y nclva'Iq the Pa55Wn'!Y of Ine and 'mpmonrtvr tleNfa Wv. I k ryrvl l' 'I < NYy wa0 pendly i t M1 l N' d t tl II II h U p p a G y 6recl' p mn 'n o N U ryst tl g tl! N i q II'ed pe _ NPpz ~ ya he a, and evCUC;¢. P¢ 'r~.rretla ;vd 4 Bess., or m7 nqu 0 ..nc pe..on Rp8ER1 IIECFi1F11SS, P E p~l•A2 Gote or p h ag tk sy t th pe s I y po.-bl f g S 'nq the nlorm? the 1 1' b Ilea ' 1 Ih be 1 1 7 k kaq d beG I True. - d pl I I o U f In re 'g t' C pe it I bmlr 9 floe iobmml on, 'nalW'ng UT pass b'I7y d Poe wa 'nap enl far knai nq rdalbne. OWNER/AGENT GERHFICATIO+It. - I NAVE REWEWN IRIS PLAN ArW AGflCC i0 COYRY Wm THE AEOUWEMENi$ _ _ __ Name (flesponSiMe Wihodty) Date - --~- SNO'A'N XEflECw'. NOTL MI6 E%IMPIE INSP(CI(ON LOC IS CMN fOA RE(EA(NCE PIMPDSES THIS DA A SIMILAR FOAM IS flEW(AEO PEfl ND1E I6. Name Cue Campony Name, Addresz k phone number Gale REGIONS D A FISE08217DN S.E.C OF US H0M 1 @CANAI S 1EWESiq Fl COPYfdGHI ©2007 IMERPIAN LLC RESERVE6 COPiRIGM & DINER AIGH15 RESIRICBNG THESE DOCUMEM! TO THE ORIG 'INll SIZE OR PlRPGSF f0A WHICH THEY WEPo PIHPARED. RER70LYJCTIq^b, CHANGES GRASSIGNM1fNTS M PROHIBAEO. PROJECT NO', 2007,0318 DALE: b-15-07 aWxEa/AUUINOR¢EO AEFRESENTATM DNe I cHeclcED, ( DACOW.DWG~ ~~ xoda¢m npatyr um~u aAgtaas~re\~rmmlmenxv.owe veer-e~ Vmnas RniiFR~ 13/8)70) NAPi`A JARIPEWeNS&ae~9V81i8\OYdilEt:.1.OW6 5/Y=r-e' AMrfN SEE SEPARATE DETAIL FOR SIGNAGE REQUIREMENTS i I, 6- WHITE CHEVRONS EQUALLY SPACED PER AISLE' WHITE HANDICAP SYMBOL Id (3OR 5' HIGH) SINGLE WHITE 4" STRIPE 1Y 5' 12' -SEE PUN , m �1 WHI 1m u 6° 6' FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1:50 SLOP' IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP HANDICAP STRIPING SHALL CONFORM TO FDOT INDEX 17346 (LATEST EDITION) lO HANDICAP STRIPING NM MISC004.DWG 2'-6- I I RI-1, 9GA SHEET METAL BOLTED . TO PDT - FAINT BACKGROUND RED, LETTERS AND BORDER WHITE. ITT I I _JOINT CONCRETE BAS] III IL 1 NOTES: 1. ALL LETTERS ARE 7' SERIES 'C' ,.,. PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED PAPo(iNG 81. (ENGINEERING GRADE) WHITE D.FD BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. PQWR ERMI 4. FINE NOTIFICATION SIGN SHALL LY HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE UP TD 1250 TINE LEGEND & BORDER. F.S. 316.1955 CONTRACTOR SHALL VERIFY FINE AMOUNT & ORDINANCE NUMBER. 5, ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). FIN. GRADE OHANDICAP SIGN NT , 6' t", W.)NTR NOTES: (CONIC. PVMT.) 1. COST OF 2-F4 BARS (COW.) SHALL BE INCLUDED. 2. PROVIDE 2-#6 SMOOTH BARS W/ EXPANSION CAPS AT EACH0 EXPANSION JOINT, 20'-' O.C. MAX. J. CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (10' MAX.) BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS SKkL BE SAW CUT IN THE UPPER 1/3 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. 4. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. PLAN SYMBOL O5 STOP SIGN DETAIL NTS O 6" VERTICAL CURB M MISCO15.DWG (3.500 PSI (MIN)) PVT007 KEY TO TYPICAL PAVEMENT SECTIONS 1 3/4' TYPE S-III ASPHALTIC CONCRETE - F.D.O.T. SECTION 331 MIN. MARSHALL STABILITY OF 1500# 2 1-1/4' TYPE S-I ASPHALTIC CONCRETE - F.C.0.T. SECTION 331 MIN. MARSHALL STABILITY OF 1500# . 8" LIMEROCK BASE COURSE STABILIZED TO FLORIDA BEARING J VALUE (D d OF 75 PSI AND COMPACTED TO 98% OF THE MODIFIED PROCTOR MAX. DRY DENSITY (AASHTO T-180). FDOT SECTION 200. 4 12" STABILIZED SUBBASE STABILIZED TO A MIN LIMEROCK BEARING RATIO (LBR) OF 40 OR FLORIDA BEARING VALUE OF 50 PSI AND COMPACTED TO 98%. F.D.O.T. SECTION 160. TYPE B. 5 GRASS AREA 6 SIDEWALK 7 6" VERTICAL CURB PARKING DRIVEWAY PARKING DRIVE 7 6 5 2 J 4 11 TYPICAL PAVEMENT SECTION NIS PVTO17.OWG a ►� ■....ilr9a_ACG�� eN WHITE 3 2" (01111 PAVEMENT MARKINGS NTS TRAFFIC OPAINI I I ITI i NOTE CONCRETE SHALL BE 3,500 PSI 2B DAY STRENGTH 0WHEEL STOP ASPHALT PAVEMENT (IF APPLICABLE) .❑ PORTLAND CEMENT CONC. PAVEMENT 4 ` 1. GENERAL RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED PORTLAND CEMENT CONCRETE PAVING ON A PREPARED /4 CONT.�It, SUBGRADE. THE UHLITIES AND OTHER ITEMS IN AND BENEATH THE STREET MUST BE PROPERLY COORDINATED WITH THE CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS. THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF 4SOALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND INCIDENTAL NECESSARY FOR THE PROPOSED RIGID i❑ FOR SLAB THICKNESS PLEASE REFER TO STRUCTURAL DRAWINGS, 6- WELL GRADED CLEAN SAND, HAVING 5% OR -LESS PASSING THE NO. 200 SIEVE. ALTERNATELY, A GEOTECHNICAL FABRIC SUCH AS MIRAFI ION, OR EQUAL, MAY BE USED BELOW ALL CONTROL JOINTS IN LIEU OF THE SAND. 12- STABILIZED SUBBASE COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). �4 BASE AND SUB -BASE PER ASPHALT PAVEMENT DETAIL. 12 REINFORCED CONCRETE PAVEMENT STEEL REINFORCEMENT (SEE STRUCTURAL PUNT) p4 CONT. LgtlU ■NIL 2 PULL HANDLES - STALEY ICU 1298 B'W X 16°L X 4'TH. NOMINAL MMUF. BULLNOSE STONE WITH DRIP CUT AT THE TOP OF THE WALL LAYERS EIFS FINISH COLOR TO MATCH BUILDING (MAIN BODY COLOR) w2 ewl 3 LAYERS UPS FINISH - COLOR TO MATCH BUIU (MAIN BODY COLOR) M4NUFACTUREO STONE BASE TO MATCH BUILDING -U h fiNw g ra 51■E ■ALE Ta ■■■ MW¢ STONE BULLNOSI to m Ao doling -7 - STONE BASE I TO MATCH BUIREDLDING i0 HATCH BUILDING MASONRY VENEER WALL _ pE TIES 8' CNU WA T WEEPS W � oA CONTINUOUS VINYL HASHLNG- 25 GA PRIMED METAL DECK (PAINTED) - 1 PAR CAE BOLTS (STANLEY I1WO - 18 i (VULCRAT 1.5F OR EQUAL) W/ (2) 1- CONDUIT SLEEVES IMBEDDED IN WATERPROOFING MEMBRANE CONCRETE. 15 DUMPSTER ENCLOSURE NTS ■ PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATION. 2. CONCRETE STRENGTH REQUIRED: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 (PCI) PSI AT 28 DAYS. CONFORMANCE TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY ACT STANDARD 318. LATEST EDITION, SECTIONS 4.8.2.3 AND C5.3. B"W X 16% X 4TH. NDMINWL MANUF. BUUNOSE STOLE WITH DRIP CUT AT THE TOP OF THE WALL TD MATCH BUILDING 0-/-Elm FINISH III f6: -GROUT CELLS (TYP) 1/4- THICK T. t Il-r I� /h SIDES. c r, A: I 5 W/ 05 l BOTTOM,Top 4, �R)TE: PROW SLOPE MAY TRW THE WALL; RE: CIVIL PLANS PROVIDE A 5' BERM 0 FINISH FLOOR ELEV. ON THE OUTSIDE PERIMETER OF THE DUMPSTER ENCLOSURE FOOTPRINT. + &ARS CONT. 16" O.C. EACH WY. (2) /4 CONT. (TAP.) NTS 0220WG NTS PVT026.DWG MISC005.DWG SIDEWALK (SEE PUN) 1/4" PER FT. SLOPE PAVEMENT 1:1 SHOE EXISTING GROUND ~ REMAINING BACKFILL.BASE AND SURFACE MATERIAL TO BE PLACEDPLACED AND / COMPACTED PER APPROPRIATE SPECIFICATIONS OR MINIMUM 98% PER MSHTO-i-180, 6" MAX SIZE (MIN. 90% DENSITY IS REQUIRED FOR NON -TRAFFIC AREAS OUTSIDE OF ROAD RIGHT OF GRANULAR BACKFILL PLACED AND WAYS.) COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY PER AASHTO-7-180, 2' MAX. SIZE. BEDDING MATERIAL MINIMUM 98% COMPACTION PER AASHTO-7-180. 4 MIN. NEW 4- CONIC. WALK W/ 6X6 W1.4XW1.4 WWF--\ TOOLED EDGES \ NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM. EXPANSION JOINT (1/4" PREMOLOED ASPHALT STRIP) SHALL BE SET 1/8' BELOW TOP OF WALK. SCORE MARK (1 DEPTH) SHALL BE 4' (MAX.) O.C. U MONOLITHIC CURB AND SIDEWALK NIS I�Z) CONCRETE WALK (3,500 PSI (MIN)) PVTO06.Dwc ■ (3,500 PSI (MIN)) DOME PATTERN SHALL BE IN -LINE ED( S 2' 2.35" WITH DIRECTION OF TRAVEL' DETECTABLE WARNING 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND .N CROSS SLOPE SHALL BE 0.02 OR FLATTER. 0 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEKmING TRUNGTED DONE /(SEE DETAIL) OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. 0.0.0. STANDARDS FOR ACCESSIBLE DESIGN, A.DA 0 O DEPARTMENT OF JUSTICE ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. Cl 0 3. WHERE A CURB RAMP 1S CONSTRUCTED WITHIN AN EXISTING CURB. CURB O O O O AND GUTTER AND/GR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSIIONS PLAN VIEW ORTO NE EXTENT THAT NO REMANING SECTION OF CURB OR CURB AND CUTTER IS LESS 1" 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS TIM 5'. 0.9= 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS 1 POR 1 CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS. THE PLAN MUST NTECRA DONE ® PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT-ON-QMK. (SAFETY YELLOW OR BRICK RED) 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) TRUNCATED DOME OLYMPIC TOWERS. 3RO PEARL STREET, SUITE M. BUFFALO, My14202. PHONE (BON) 602-2525 13 DETECTABLE WARNING 3000 PSI (MIN.) CONCRETE Y ( iX1L1ARD St' 1 I j REINFORCED GONG I 3.000 PSI WK i e' CMU WALL \.I.LIE IN ttUSH ELT i . CONTRACTOR TO /2' EXPANSION JOINT -/ �\ PLACE BOU ADDS 1 / \ NSURE THAT / \ / \ PSiER OPEN -3 0 SECURED -APRON 2CEp _ N GOWCRETE WITH CAME B�IS P51 MIN. - 3'em i NOTES: 1, BEDDING MATERIAL SHALL CONSIST OF IN -SITU GRANULAR MATE OF WASHED AND GRADED LIME ROCK 3/8'-7/8" SIZING. UNSUITAE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED AND IN ACCORDANCE WITH ASTM D-2321, 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH, 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGER ROCK, MUCK AND DEBRIS. 5. DENSITY TESTS ARE REQUIRED IN ONE (1) FOOT LIFTS ABOVE F AT INTERVALS OF 400 FR. MAXIMUM, OR AS DIRECTED BY V.O.W. 6. THE DEVELOPER / CONTRACTOR SHALL BE RESPONSIBLE TO COM WITH ALL APPLICABLE TRENCH -SAFETY LAWS AND REGULATIONS. 7. THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN PERMIT / CONTRACT DOCUMENTS. INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FB2ST BOOR ORBANDO, FLC 328 W PH 407.645.5008 FX 407.629t4 II M O NITS RCBERT ZIEGENFUSS, P.E. URLO17.DWG FL. REG. 156752 CONSULTANT: PROVIDE MIN. OF 2' COVER OVER PIPE CURB. PAVEMENT 1 1 /2" SION JOINT. /2- EXPAN CONC. WALK _ WELDED w WIRE MESH. 4"STORM ' - DRAIN PIPE '� z SECTION A -A �II-II 2,_0• 6X6Xp'0Xd10 E.W.W.M. CONC. PTPE ON SCORE MARK. - A .. r �I o I A STORM DRAIN PIPE THRU CONC. WALK NTS 10 DRAIN PIPE AT CURB Nrs PVT019.DWG DRGO17.DWG CROWN CONC. (HAND SMOOTH) 6' DIA. STD. PIPE FILL W/ CONC. TO APPROX. WT. OF 150 LOS. PAINT SAFETY YELLOW FIN. GRADE OR TOP OF PAVEMENT, NIS RAM1P001.DWG [ICEUi.�S OTE: INSTALL 2" TOOLED CURB IS ON ALL EXPOSED RAMP (BEYOND) DETAILAR AS SHOWN CURB (BEYOND) CONCRETE FLUSH 1 WITH PAVEMENT PAVEMENT SUBGRADE COMPACTED AS SPECIFIED SECTION A -A 10 16 SIDEWALK HANDICAP RAMP 3000 PSI (MIN.) CONCRETE CONC. FOOTING DIA 14 BOLLARD 1 4" THICK C014CRETE SIDEWALK SECTION 1:12 MAX RAMP /\ '5W�a -2' DETECTABLE WARNING (REFER TO DETAIL) MONOLITHIC CONCRETE HANDICAP RAMP (3000 PSI) NOTE 1: REFERENCE FDOT INDEX 304, G- PAGE i, GENERAL AND DESIGN NOTES. NOTE 2: CONSTRUCT RAMP TO LEAST 2' DETECTABLE WARNING POSSIBLE SLOPE (MAX = 1:12). (REFER TO DETAIL) CROSS SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. NTS MTSC006.DWG REVISIONS: NO. DATE REMARKS PAR'. 't 1 I REGIONS ID # FLSHM217DN S.E.0 OF US HWY 1 111 CANAL 7ECUEs1A FL COPYRIGHT © 2007 INITERPIAN LTC RESERVES COPYRIGHT & OTHER R GHTS RESIRICTING THESE DOCUMEN TO THE ORICMNAL SITE OR PURPOSE FOR WHICH THEY VVE PREPARED. REPRODUCTIONS, CHANGES OR A99GNIAGNTS A PROHIBITED. PROJECT NO.. 2007.0318 1 DALE: 6-15-07 C444 N(Ej- 2P�fc, RAMP011.DWG WG CHECI�D: MfgN1E0;117M/W1 ;k.. N:\R\RECIpa9lvXu■)■SIB\B1eliBGDN'C FLOTIEU II/n/m S:il:43 d.\RIREG,M6WVK\3N).WIB\eiBli8C4LW I'-1-9 • s a R b • i I I ~` RILEY 8c COMPANY, INC. (H-2~ GP~~ O - PL s SCOPE'. SUPPLY ANO INSTALL ONF COMPLETE X20 CP PRE-FRB L(FT STATION, PER DESIGN. PUMPS SHAH % CAPABLE OF GRINDING ANO PUMPING DOMESRC & COMMERCIAL Sf14Afd. COMPLETE SYSTEM SI141L BE SUPPLIED BY. RILEY & COMPANY, WC. LONGV~OOD, FL 32750 (PHI. 407 265-9963) CONTAACI i0 BE AwARC~ED O4 THC BASIS OF THE BASE 81D H-Z0 GP LIFT STATION. ,NiEANA7IVE DEDUCT SYSTEMS WILL ONLY BE COHSIDEAEO WIER AWARD P M R f R i N i ME AND COSTS TO REVIEW N fIN ASH BE REI BU SED 0 A00110 PL I P F AT T M . IH OES G EN, EE ALl F T T AND IEANAT MUST BE 5 EC] L0 810 I E E ! 0 CON RAC AL E ANY ALTERNATE EOUiPMENi DR DESIGN. ANY SAVINGS TO CONTRACTOR SHALL AE SNARED WITH THE OWNER. OUE 10 THE STRUCTURAL STRENGTH, CORROSION RESISIPNCE AND THE LEAK-PROOF DESIGN OF THE H-Z9 GP COMPLETE SYSTEM, CCNCAEIE WETWFllS MILL NOr BE APPROVED. OERTIAICAiION OF THE WETWELL H-20 LOAD RATING MJ51 BE SUPPLIED WI1H SUBMITJALS, PUMPS. SUBMERSIBLE GRINDER PUMPS 9ULL BC HOMA MODEL CRP. 7NE PUMPS SN4LL BE IPISTALLED IN THE N-20 CP FRP wEiWCt1 UTIIQING A DUr< SLIDE AAII SYSTEM. 1Nf GRINDER UNIT SHALL BE CAPABLE DF MACERAIINC Pll MATERIAL IN NORMAL DOMESTIC AND COMMERCIAL SEWAGE, INCLItDING FOREIGN 0&LECTS SUCH AS PLASTIC. SANITARY NAPKINS, AND DISPOSABIL DIAPERS IN70 A FINE SLURRY WHICH WILL PA55 iNR01/CH THE PUMP AND 7NE SCH.PA PVC 015CHARGE PIPING. SINGLE PHASE MOTORS SHALL BE OF THE CAPAC]TOR START, CAPACITOR RUN ttPE FOR HICK STPA7ING i0R0UE. STATOR W!NOING SHALL BE OPEN TYPE WITH CLASS F INSULATION AND SHALL BE HFATSIFRINN FITTED INTO itiE SiaiOR NWSING. THE USE OF PINS. BONS, OR OTHER FNTENING CfVICES IS NOT ACCEPTABIf. A HEAT SENSOR iHERMOSTAi SyALI BE AiIACN[D t0 THE TOP ENO OF THE MOTOR WINDING ANO SHALL DC CONNECTED IN SERIES WITH THE NAGNCTIC COMACEOR COIL IN THE CONiktlL PANEL 10 STOP MOTOR IF WINDING TEMFERATURC IXCEFDS 140' C., BUT SHALL wTOMATICALLY RCSET WHEN tHE WINGING iFMPERATURE RETURNS 70 NORMAL ,TWO HEAT SENSOR IHERMOSTAS SHALL BE USED ON THREE PHASE MOTORS. hiE PUMP u0T0A CRINGER SHAFT SHALL BE GF ANSI 430E SS THREADED TD TAKE PUMP IMPELLER ANO GRINDER IMPELLCR. UPPER ANO LOWER SEALS 41ALL BE SILICON UIRBIDC t'; SILICON 4~@ID[ DUPLEX PUMP CONTROL AW~Et'. 1NE ENCLOSURE SW+LL BE F;OAA 3R, MINIMIhA 24" HIGH X 20" WIDE X B" DEEP, FROM TYPE J0q i4 GA STAINLESS STEEL WITH PADIDCNaBLE DRAW LATCHES. THE ENf.LOSUFE S~A;1 hM'dE E%TFANAI MOONING FEET TO AEON FOR WALL MOUNTING. ALL HAROWPRE SHALL AE STAINLESS STEEL. All CONDUIT PENETAAlI0N5 SHALL NAVE APPAWED SEAL OFF FIRINGS AND SHALL BE PROPERLY SEALED TO PREVENT YfcTWCLI CASES FROM EMEAING ENCLOSURE THE FOLLOWING COMPONENTS SHALL 9E MLONIEO THROUGH THE ENCLOSURE. I FA RED A{ARM BEACON I U. AURM HOP,N I C0. GENERATOR RCCEPTACIE WITH MEATHCRPROOE CGVER 1 U SHENRF PUSHBUTTON THE B.ACKPANEL SMALE BE EPBAICAI© FROM .125, 5051-H37 MARINE PllOY ALUMINUM. ALL COMPONENTS SHALL BE MOUNTED BE MACHINE STAINLESS STEEL SOWS. SELE IAPFING SCREWS ARE NOi ACCf."IABLE >NE FOLLOWING COMPPONEMS SHALL 6E MEJNTEO TO THE 84CK PANEL'. 2 EA MOTOR CONTACtDRS 2 U. START CAPACITORS i0 MATCH MOTOR REQUIR[MENTS, SINGLE PHASE ONLY 2 FA. RUN CAPACITORS TO MATCH MOTOR REDUIREMFMS, SINGLE PFIASf ONLY 2 FA. START REUYS TO MATCH MOIOft REOUTAEMFNTS, SINGL[ PHASE ONLY I FA VOLT METEk (SINGLE PHASE) PINSE/MOtOR (THREE PFIASE) 1 EA CONTROL tAAN;EOAMEA WITH PRIMARY AND SFPANDAAY FUSES, 480 VOLT @VLY 1 FA. SILENCE RELAY 1 Ea. INIRINSILALLY SATE FLOAT INPUT MODULE EA, D'3PLIX AE'L.,PIAiOR 20 U TERMINALS FOR FIELD CONNEC710NS 6 U 1EAMINAIS FOR EIOIOR CONNECTIOKS, SINGLE PHASE ONLY J FA GROUND WCS I EA. SPACE HEATER THE INNER O'YJ,R SH4L BE FABRICATED FROM 080,5051-H37 MAAINC PLLOY .4LilMiNUM. THE INNER DOOR SHALL HAVE A CONTINUOUS ALUMINUM PIANO HINGE A HANDLE AND f,0.7CH AND SHAH B€ INSTALLED BY STAINLESS STEEL SCREWS FOR EPSE 0( REMWAL. iNE INNER OOgt SHALL OPEN A MINIMUM Of 110 DEGREES !d A0.0w SAFE ACCESS TO IMFK PANEL THE FOLLOWING COMPO-NENiS SHALL 6E MCUNTEO THROUGH 1HE 1NNCA WOR~. I EA MAIN LIAGUR BREAKER 1 FA EMERGENCY f..IA.:JIi pfifAKER 1 EA MECIIAVIC4L 'MITCRLOCK FOR MAIN SPEAKERS 2 U. MOTOR SHORT C!Rr,UIT PROTECTORS 1 EA COMRLY CIRCUIT BREAKER 7 G. FUND-OFF-AUTO SELCCTGA SWITCHEt 1 EA SEQUENCC SELECTOR SWITCH, I-AIDU-7 I EA AiIEANAIOR TEST SWITCH P G. PUMP RUN vii01 LIGHTS I EA PUMP ON P4LOi L',CH 4 EA. FLOAT INDICTING PIIOi LIGHTS 2 FA SEAL FAILURE PILOT LIGHTS 1 U ELAPSED TI?dE MEEERS 1 U GFI DNPIEX CDNVNiENCE OURET PUMP DATA ELEVATIONS PRIMARY PUMP CAPACitt J7.A GPM TOP W WFI WELT. 13.61 PRIMARY NH 32.5 TON INIfI IMIERT 9,11 PUMP MANUFACTURER NQMA HIGH LEVEL NPRM B.BJ PUMP MODEL 12 3 2ND PUMP ON B]J R.P.M. 3,d5A i5f PUMP ON 7.83 HORSEPgYER 1.1 PUMPS R"F 613 ELECiNCAI-WLLS PH4.SE 2J0 460 BOTTOM OF W£fNELI 193 PUAP DISCHARGE SIZE y~ WETWELL DIAMETER 1B" CLECTRICIAN NO1ES ,1. DRnwiNC Is Nor ro s~ E. + 2. ALL ELECTRICAL WJRK SHALL 6E IN ACCOAGANLE W1iH LOCAL CODES. 1 ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WEM'ELL AND INSIDE OF CONTROL PANEL 4. ELECTRICIAN TO MOUNT LIGNiNIFC aRRESTON AT SWITCH DISCONNECT. 5. B07N WEIWRL AND VALVE BO% SHALL BE LOCKABLE fi. COMRACIOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 7. ALL HARDWARE AND FASTFNEAS SHAtI Ek SIAINI£S5 STEEL. A. CONiRACiOR SHALL VERIFY POKER SOURCE PRIOR TO ORDERING FAUIPMEM. ILEY & C0./ H-20 GP i7.-08-AI ~~~111 GREEN VENT FIBEAGIASS VALVE BDx /BRONZE BUG SCREEN 5 C (~' % 3fl' X 24" Oj oooA EILTERmc DEVICE 3" EMERGENCY PUMP 1 1 4'SCH BB PVC W/ WICK CONNECT ~7MEGRAL LIKING GS CABLE HOLDING I4' Id' t" S!ZC (7-3) EIE1D INSrALLLD KNdcxooTS FoR FIECTRICAL CANDUITS- SWITCH D15CONA ELi~ CONTROL PANEL, 5.5. A~~N ~ e O.AE. R LIGHTNING ARAESTOP, - - FIELD MOUNTED Bt' RECiRiCIPN UNISEAUT (OA E0.)-- sEAL OFFS- a1 (2~- 2' CONDUITS REO'D FOR 2 NP PUMPS T 13;- 2' CONDUITS A[OD FOP 1 HP AND j/~Il"'- WATER LEVEL CONTROL 'g° 3/4 ° GAL4' RISER TO PUMP NO ! 3/4 ^ HOSE Bi )~ ~ _ ~-,- -AL. PIPC OR COUIV. 4[Ni~ SLEEVE REQUIRED TO PUMP N'u 2 TO WATER SUPPLY IL " ~ I LCONCREiE AROUND PDSIS NO1B L~}J.J 12' A x 7V DEEP REDUCED PRESSaRE (APZ) BACKFLOW PREVENTEA TO PPNEI. RP2 CIRCUIT TO BE 1NSiALLED 7N WATER SUPPLY LINE 10 x'80 3-~'B, ~8 CND, IN UFl STA¶DN "FEBCO WAiiS CAE" J/4' C ELECTRICAL RISER FIN CAADE INTC ARCHIiEC7URE ENGINEERING INTERIOR DESIGN PROJECT NIANAGEMENi AA m3azG CA 8660 933 LEE ROAD, PIRBT FLOOR IX21AND0, EL021DA 32BI0 PH 407.645.5^.08 FX 407.6 9124 SEAL: O (~, CV IH M ROBERT ZIECENFdSS, P.E. FL REG. (567;2 ~~ CONSUIiAM: ~RENSIONS no. anN r[Mmu 4 10-29-07 IP CC s n-17-RT va~w0 en x L i~ ®REGI ONS REGIONS RA Kti 2 PVL 5.5. ALUMINUM ACCESS HATCH ~ SCH 40. & COKR (LOCKABLE) DISCHARGE l 55 LIFiIN CCpeSS I •A HIB~RGLI~S RET WCLL FlBERGUSS VALVE BO%(LOC1G19E) CABLE PIOG L'A~VE o AiEV - EMEAGNCY PUMP Wi W/ pUICK CONNECT CPLG. FlANGED CASE IRON PLUG VALVE T FVC SCH, 4A~~ Z FVC DISCH4RGE 2' FVC DRAIN T ®RIGHi OF WAY ("p_TApo~ FLANGED CAST IRON O r 2" PVC OAAIN LINE % LINE 7 FIELD NNSIALLFD 4d 2 MIN. ~ INTEGR4LKSlOPE FOA PROPER DRAINAGE PVC CISCNAftOE COMPONENt SPEGIFICAT10N5. ALL CIRCUIT BREAKERS SHALL BE MCLDED CASE THERMAL MAGNETIC. CIRCUIT BREAKERS SHUL BE SUlfO BY THE MANUFACTURER ArTLR CALIBFA710N i0 PREVEM TAMPERING. EACH BREAKER SHALL BE WEOINTELY SIZED i0 MEET THE EQUIPMENT CWERATING CONDITIONS. THE MECHANICAL INERLOCK SHALL FAEVENT THE NORMAL AND EMERGENCY MAIN BREAKERS FROM BEING ENERCRED AI FNE SAME 11ME, THE INTERLOCK SNAIL BE FABRICATED FROM ALUMINUM OR SEAINl65 STEEL N H N AT R PTAL'LE SHPLL BE AO UAiELY AN EMEACCNCY GENERATOR RECEPTACLE SNAIL BE SUPpLIFD IN ACCORDANCE WR. OEP 5':ANDAROS. i E CE EA 0 REGE AO E PA F R NDEA VOLTAGE AE EASE AND SIZED 10 MEET THE EOUIPMEM OPEAAEING CONOI110N5. ALL MOTOR SIgRi LIRCM PROTECHON DEVICCG MILS LWIDE 0 V L CUSS IB OVERLOAD PROiEC710N ON ALL THREE PHASES. VISIBLE TRIP INOIGiION, TEST, AND RESET CAPABILITY MUST BF PROVIDED WITHWi OPENING INNER DOOR. OPEN FRAME, ACROSS THE LINE, COMACTORS SHALL BE PACED PER IEC STANDARDS AND PROPERLY SIZED PER ME MOTOR REQUIREMENTS, CONTACiOR$ SHALL PROVIDE FOR SOFE TOUCH POWER ANO CONTROL TERMINALS. CONTAC70A CONTACTS AND COIL SHALL BE EASILY REPUCFABLE WITHW7 REMOVING THE CON1AG10A GROM ITS MOUNTED POSITION. LIGHTNING ARRESTOR ID MEET OA EMCEED THE REOUIRE7.1ENT5 W PNSI/IEEE SID. C62.21-1964 SEC-ON 8.8.1 AND 8.7.3 SNAIL BE SUPPLIED BY ELECTRICIAN AND MOUNTED ON THE BOI10M SIDE OF THE SWITCH DISCOiJNECi ANFAD OF 7NE PUMP CONTROL PANEL VOLTAGE MONITOR SHALL W SUPP! LCD FOA SINGLE PHASE SERVICE. 7NE WLTACF MONITOR BHA1L 8E DESIGNED i0 SENSE A LOW VOLTAGE CONDITION. THE RELAY SHP1L DF-ENERGIZE ME MOTORS NHEN THE LINE VOL7aGE DROPS 15& BELOW THE RELAY StiTING. THE VOLTAGE MONITOR SNAIL BE PROTECTED BY DUAL ELEMENT FUSES. " R H ~ N i SENSE A LOW VOLTAGE PHASE LO55 PHASE MONITOR SHALL BE SUPPLIED FOR THRFF PHASE SERVICE. THE PHASE MONI iO S All BE DE.,IG ED O POWER FAIWRE AND IMPROPER PHASE SEWENCE CONDI-ON. THE RELAY SHALL DC-ENERCI7£ THE MOTORS UPON A CONDITON fAUIT. RIE PNfSC MONITOR SHALL DE PAOtECTCD BY DUAL ELEMENT FUSES. THE CDMROL SYSTEM SHALL DE DESIGNED EO OPEAALE THE FLOATS AI lNIRINSICALLY >AFE VOLTAGE LEVELS (5V ®IAA MICAOAMPS). EACH INPUT SHALL CAUSC A CONTACT CLOSURE TO SEARi AND STOP PUMPS AS WELL AS ENERGIZE ALARMS. THE DUPIE% N.iFRNAiOR SHALL 8E THE SOLID STATE ttPE THE ALiERNATOA SHALL SWTCH EACH PUMP IO LFAO UPON A SINGLE C01.1PLEli CYCLE AND SNN1 PAWIDE FOR LAC PUMP OPERATION UPON LEVEL RISE iNE DESIGN LOGIC FOA THIS SYSEEM SHALL INCLUDE'. FLOAT FAILURE, THE LOGIC SHALL AUTOMATICALLY COMPENSATE FOR EHE LO55 Bi REMOVING ME fAILEO FLOAT FRWA THE CIRCUIT AND EfCTRICALLY RC-PCSIIICNJ THE FLOAI< FOR A FAIL ~ MOGE. AS PN E%AMPLF, IF THE 'STOP PUMPS" FLOAT FAILED, THC "START LEAD" FLOAT WOULD BECOME THE '$rW PUMPS" FL-Ai, THE "START UC" I'lO.OT WOULD AUTOMARIf,N.LY BECOME THE °STAR( CUD" fLOAi ANO THE "HIGH IEVEi FLCAI WOULD BECOME THE "START LAC/HIGH LEVEL' FLO0.i. FURTHER IF THE "SLOP PUMPS" ANG 7NE °STA4T LFAD° FLOATS FAIIEq THE "START LAG" FLOAT WOUI- BECOME THE "STOP PUMPS" ROaT AND THE "HIGH LEVEL" ROAi WOULD BECOME THE "START LEAD/SEART LAG/HIGH LEVEL" ELOAT. AN AIIEANAIDR >EOUENCE (T-AU70-2) THREE POSITION TOGGLE ttPC SELECTOR SWITCH SHALL AE SUPPLICD 70 MPNiALlY PIEAIOE THE OLTERNAiOR. 1N 1NE'1' POSITION, MOTOR ~1 SHALL ALWAYS W THE LEAD MOTOR. IN THC 'AUTO' FOSITIGJ, THE MOTORS 910.11 SEQUENCE i0 BECOME THE LCAO MOTCR. IN 1HE '7' POSITION, M070A p7 SHALL PLWAYS BE THE LEAD MOTOq. ON ALIEAIJATOA TEST SWITCH, IWCiE ttPE SHALL BE SUPPLIED TO TE9 THE AUEANATOR CIRCUIT. NAND-OFF-AUID THREE POST-ON SELECTOR SWITCHES SNiM1 BE SUPPLIED FOR EMH MOiOA. A RED PILOT LIGHT SHALL DE SUPPLIED FOR EACH M070A. THE PilOT LICHi SHALL ILlUM7NA7E EACH TIME THE MOTOR IS CALLED TO RUN. A YELLOW PILOT LIGHT SHALL BE SUPPLIED FOR EACH MOTOR. THE PILOT LICHf 9ALl ILLUUINATE UPON DETECTION OF WAGER IN THE SEAL CH4MBEA OF THE PUMP. EACH MOTOR SHALL HAVE AN ElAFSFD TIME ME1ER i0 RECCRD THE ACCUMULATED RUNNING TIMC. THE EiM SNPLL BE A 2" DNMEIER, NON-RESEiABLE, SIX DIGIT, TOTALLY ENCAPSUTAIFO UN71. A AED PILDL LIGHT SHALL DE SUPPLIED FOR EACH FLOAT, THE nPPROPRIPTE PILOT LIGHT SFALL ILLUMINATE EACH TIME iNE FLOAT SWITCH CLOSES. A GREEN PILOT LIGHT SHALL BC SUPPLIED FOR COMBOL POWER THE PILOT I1GHT BHAt1 ILLUMINATE WHEN CONROL POWCR IS AVAILABLE IN THE PANEL. REUYS SNWL BC ICE-CUBE PLUG IN ttPE. RELAY CONTACTS SHALL BE RATED 10 A0.N, MINIMUM, OPDi. TWENTY (20) 1EAMINALS SHALL BE SUWLIEO FOR FIELD CONNECTIONS. THE TERMINALS SHALL W RATED 25 AMPS MINIMUM AND SHALL W MOUNTED ON A 10. DECREE ANGLE FOR USE OT FIELD WIRING. FLOAT CONNEC710N 'IEAMINALS SM1TALL BE ARRANGCO SUCH THAT EACH FLOAT IS CONNECTED IN CONSECUTIVE ORDER AND DOES NOT REQUIRE ANY CROSSING W WIRES EACH MOTOI7'S OVER TEMPEAANRE CONTACT SWML BE CONNECEm TO THE TERMINAL STRIP PND SHALL OPEN A CONTACT i0 DE-ENERGIZE THE APPROPRIATE MO70R UPON A HIGH TEMPERATURE WITHIN THE MOTOR. A ISA GEI WPLE% CINNENIENCE OUTLET SIU1L BE SUPPLJED ANO MOUNiCO ON THE INNER WOA i0 PROVIDE SERVICE 7ECHN(CIANS WITH AN OULET FOR SERVICE LIGHTS, ETC. GROUND LUGS SINGL BE SUPPLIED AND APPROPRIATELY SIZED FOR EACH MOEOR ANO FOR SERVICE ENTRANCE. A SFACf HEATER SHALL BE PROVIDED t0 MAINTMN THE TEMPERATURE WITHIN TMc ENCLOSURE A MINIMUM W 2-J DEGREES F. ABOVE PIIBIENi t0 PREVEM CONDENSATION BUILDUP. THE H(A1EA SHALL BE MOUNTED WIiN STAINLESS STEEL SCREWS AND PROTECTED Bi A SHIELD. SFlf ADHESIVE MUMS OF FASTENING 8Y C[DE, TAPE ETC. ARE NOT AGCEPTABLC P F TN r A RAPHI D SIGN :FEC6ICN.LY DCPICTING THE INTpNT FDA EnCN DEVICE. ONE NAME.LATE .HAG NAMC UiES OH E INNER DOOR SHALL & 0 G G E SUPPLIED FOA ALL CONTROL DEVICES. ONE NAMEPUiE SHALL BE SUPPLIED FOR AV POWER DEVICES. WA TEXT ONO GRAPHICS ON EACH NAMEPLATE SHALL BE SCRATCH RESIAANE. ENE NAMEPUTES SHALL BE FPBRICATEC FROM iASER-SCREENED LAMINATED MYUR. NAUEPUIES FOR EHE BACK PPNEL SHN.L BE OF A GRAPHIC DESIGN, SPECIFICALLY OEPICIINC THE IN1ENi f0A FA.CH COMPOFIENt. OM NAMEPUiE SHALL BF SUPPLIED FOR EACH COMPONENT. ALL lE%T AND GR,APNICS ON EACH NAMEPLATE SHALL BE SCRRECN RESISTANL THE NAMEPNiES SNAIL BE FARRIG41E0 fROM LASER-SCREENED LAMIN4TED MYUA. Ml$GELIANEOUS', ALL WIRING 04 1HE BACK PANEL SHALL BE CONTAINED Y7IIHIN MIRING DUCT. ALL WIRING eEtt1FEN iNE INNER DOOR AND EHE BACK PANEL SHALL BE i N W 7H N A P IC SPIRN. WRAP. Lorv AI ED I I wsr EACH WIRE SINGL NAVE A WIRE NUMAER Ai EACH END IO CORRESPOND TO THE ASOJILE DRAWING FOR FIELD TftOIIBLESHCOTING. THE CONTROL PANEL SHALL BE N'SEMBIE- AY AN UNDERWRITERS IABIXNTORIES ULS08 LISTED WNUFACruAIN'G EACIIJtt. fasrEaERS W APaueruwacES: ALL FASTENERS, LIFTING CA&ES, FLOAT CABLE BRACKETS AND APPURTENANCES SHALL BE NaDE W PNSI }A455 OA O1HEA MATERIAL INEAi N THE HIC10.Y CORAOSIK ATMOSPHERE L4" A YWAGE i1FT STATION. HINGES FOR THE WFLWELL AND VN.V£ BO% SHALL BE ANSI )0455 MINIMUM. AN AUMINUM SICf/UTCH ASSEMBLY SHALL BE PROVIDED FOA HOLDING THE DOORS OPEN ON BOTH THE WE1WELl AND VALVE BON. SLIDE RAILS SHALL BE SCH 40 AN51 33A4S5 PIPE. PUMP LIfi1NC DN1CE5 SHALL BE MODE OF ANSI 30455 (MIN.) CABLE (I/4" N1N) OR }0455 CHAIN OF SUFFiCIENt SIZE, WITH SAFELY FAC1U9 TO SAFELY HANDLE THE SPECIFIC PUMPS. AN51 30455 )MIN.) PUMP LIFTING BNLS SHALL BE PAOVIDF-. H-2A LQAD RATED WERYELL WI7N LIFTING LUGS: EHE FIDERGIfSS WEIWELL MUST BE H-2B LOAD RATED w/`NTECFAL LIFTING LUGS, AND CCRTIFICATION OF THIS RATING MUSE BE SUPPLICD AI TIME OF SUBMITTAL ME WE"ELL SHALL % MPNUFA.CNRED OF FIAEAGU55 RLINFORCUO POLYESTER (TAP) W DIAMETER AND OEPTN AS SHOWN ON THE LIFT STATION ELEVATION DETAIL THE WALL THICKNESS SHALL BE ADEWATE FOR THE DEPTH OF THE WEIWELL 10 MAIMAIN rHF H-20 LOAD R411NG. REINFORCING MATERIPLS'. THE RFINFORCTNC MATERIAL SHAl1 BE COMMERCIAL GRADE 'f' ttPE GLASS IN THE FORM W MAT, CHOPPED OR ROVING fABRtC, ITANNG A COUPLING AGENT THAT WILL PROVIDE A SUITABLE BONG BETWEEN THE CUSS AEINFORCFMENT AND TNC RESIN . ADDITIVES, SUCH AS iHIY0TA0PIC AGEMS, CAiALY5I5, PROMOTERS, EEC., MAY BE ADDED AS REQOIRED BY THE SPECIFIC MWUTACTURING PROCESS TO BF USED i0 MEET DIE REOUIRCMENiS OF THIS SPECIFICATION. FILLERS AND ADDITIVES: FILLERS OF PLAY TYPC SHNl NOT BE UTILIZED. IXECUIIONL INSiALLAiION SHALL BE IN STRICT ACCORDANCE WITH THE M4NDFACTDRER'S INSiRUC110NS AND RECOMMENDAlIDNS IN 1HE LOCATIONS SHOWN ON THE DRAWING. INSPECTION AIVD TESTING A FACTORY AEPRESEMATIVE SHALL BE PROVIDED FDR qJE (I} DAY AND SHALL HAVE COMPLETE MJ40WLEOGE OF PROPER OPERATION PND MAIMENANCE EO INSKCi THE FINAL INAPLUTION AND SUPERVISE THE TEST RUN Of THE EQUIPMENT. MEGCEA THE MOTOR. THE PUMP MOTORS SHALL BE MEGGED OUI PRIOR EO STARTUP 70 ENSURE THE INSULATION OF THE PUMP MOTOR/CABAL SYSTEM IS IAIACi. THE PUMP CONEAOLS AND PUMPS SHALL DE CHECKED FOA MECHANICAL AELIABILItt AND PROPER OPEAAT[ON. - T I/4" SCH 80 PVC SLOE RAILS (LS" SCN 40 AI51 30455 PIPC) PUMP DISCHARGE WITH SEALING RANGE q ,r F OiARION ~~ SS~ER~N~YD1 9NN----I~I WITH BOROMITSIC~POUR d 'C" NOTE'. PUMP CCwiROL SHALL BE LOCATED 3 fLET FROM WE7 WELL PERIMETER OPTIONPLLY AL'A", 'U', OR 'C" LIFT STATION PLAN THC DETAILS DEPICTED ON THIS SHEET ARE SUPPLIED BY iNE APPROPRIATE GOVERNING JURISDICTION FDR THIS PROJECT. THE ENGINEER ASSUMES NO IJABILItt FOA THE ACCURACY OF RIESE DETAILS AS THEY WERE NOl PREPARED UNDER NIS/HER DIRECT SMPERJTSION. ~ LIFT STATION PLAN N.TS , BAIL CONCRETE BASE SLAB AS PER T--BASIN AN71-FLQTAIION FIANCE SPFCIFICAlIDNS W/ ~' < AEftAR 10~ O.C. AND 1" CLFARANGY FROM GROUI~ LIFT STATION SECTION 'RP VALVE BOM ID R flSE06217DN $.E.C OF l5 HYfI ] 9 CANAL S1 IEWESiq fl COPYT7IGHT ©7007 NTERPlPLJ LLC RESERVES CLLRMIGM & OTHER RIGMS RESI2ICTING THESE DOCUMEN1i5 ro wE OAk;INAL 51E oR FU2POSE FOR WHICH THEY WERE PREPAfffD. RE%iODUCIlONB, CHANGf6gi ASSIGNMEMS ARE PROHI&TeD. PIiOJECTN0: 2007.0310 aAT€: 6~15~07 C5 UTL037.OW6 ~ECNED:~~L~~ , . WU;Nm'. n/6/ef p2d; AaVI1q[aSflWp'JP1Al0FNl9l;&SP~NA :~=I'-0' SMIe Ha,hA ;;rnA., .»nn ~gMmexsa<`uDareAwievAronttxoue ra~~ ~~ 1 I I ~, I I, P fi E R a '4 Y 6 • a a ~i ~ CI1Y DETAIL O 1'~ i-1 PkMi[ Biel vptK ~. ~ i/a'-a+Y; -eq[XFl9w PAEVHtiCF ~.1 brercul p ------- elraizE oau vuv[ 0>P:) ~bpg Bkl v0.K BAbr SHY.) IJf.OR YY dronE eiLlvnK Ct~i' lh' an z'Y ~ exanDw PirEV[xibx fE 1 F[iEa w/ wk¢R r t avi vuKS ~ ~+~ {~:) ~r um. a[tiaaxcJ aeiEN ara 8' IrcF fq(U x.M! L%Y[ M WSttyRR NGIES. i, ar. PiRYN6 ~S,uE1ER SIII' $ PlL vIRaNG R 8RI4 YS9f MR[,1pEb flMN¢$ 1 MI5 bEiu[!4AL50'MPICiBIE LO 5/8' A!q )/~' .4ERHDf YMERF A BALRFLQw PNEKNn-k DE"zbE IY R[WIBEp VILLAGE OF FEQUESTA CDNSTRUCTION STANDARDS & DETAILS ItEVI&ION P, t V2'. AND 2' MEl'Efl VAi~ NA '"tABGYE GRGUNGI D~ 2"METER (ABOVE GROUND) Nis 1HE DETAILS OEPICJE- ON IkIS SHEET ARE SUPPLIED BY THE APPROPRIATE GOVERNING JURIBUICiIDN FOR THIS PROJECT THE ENCINEEH ASSUMES NO LUBILItt FOR THC ACCURACY OE THESE DETAILS AS iNE( WEAE ~i PAEPAREN UNBEA HIS/HEA BIRF.Ci SUPERVISION. UR&77JWG xmlNm~ll/x(u w:~sst 1\R\MOmxsg~.'gvBe29~9WVIttGt RMN IP/8!(W 13A1+5 ~:M\P[Lim.5BWA1E¢EiuIN]miS6.[ TNT ARCi ENG iNiENic ~aaECi n-taN 939 LEE ROAD, OAWJDO, FLC PH 4( E%U SEAL: Y ROBERT ZIECENFUSS FL. REG. Y%752 CIXJSllLTAM RENSgNS~, N0. DOLE AEUAM ®RE( REGIONS ~~E~z„GN S,E.C OF US HWY 1 & CANAL Sf lEWE5fA fl cor~a~cM ©zam INTERP WJ l1C RESERVES COFi1tIGHi & OTHER RIGHTS RESRi1C-NG IHE& COCUMEIJIS i0 THE ORIGINAL SITE OR PUtPOSE FOA WHICH IHEV WERE PREPARED. REPRC9UC110NS, CHANGES Olt ASp(iNMENtS ARE PROHItifIED. PROJECiNO: 2007.0318 DA'E', I1d607 C6 CHECKED: i'=i-0' xN~9P i=f-Y Anp9 • j R 8 8 a x a 8 1 i $ a i PROHIBITED SPECIES 1 / ~ 1 1 / 1 1 1 1 ~ ~ ~ 1 3A A 1 1 1 1 ~ ~ ) 1 ) 1 ) 11~~ ~~ t ~ / ~ ) , 1 ZONIPiC. RESIDENTIAL / F STEPHEN G. iRAPANf ~ o ~ ~/ / / l 1 (O.R.B. 7095, PAGE 1058) 1 - ~ ~ L .- ~/ ~ / 1 / ~ i L / 1 ~CMMFR IPI~ ~i t ~. GR~ j ,/ "GN Pft0 RTIE~ {y ~~ ~ I ,,) 1 r_ ~ 1 I ~ l r 7.0705 PAJI _~a~ fj9'd9 ~ ./ 1 I '~ SIGni VIS7B~.13Y"PI21 GLF ALL PlkNi - 1 , 1 0~ I ~ LNT AC'(0 BE MAIMAINEO BELOW , - 1 II II , '~I r ~ - 6' HEIGHT wlTNirt MI5 AAFA ~~° ~ ~ t 1 // 1 \•, 1 ( i,~,1 ) ~a~ / OD~th PT 1~ ~ 1 1 I ` ~ ~~ ~~ 1 ~ ~~~ 5J E ~o~ lI I 1\~` ~ ~ ~// 1 1 I SO'J t 1 1{l `-J~' Mai VI518iL11Y iAIANGIi ~ ~1 ~ ~ o ~, t ,1 Y ~G Z X II L ~ ~ ~ 594 0 ~ 40 ~ ~ Ati00~ ~ ~ 34 rSOG )A Zf I 1 I I PA , 1 NC d~Z•A5 < - s 7 1 QV ) ( ~I 1 ~ '1- I I ~ ~ 9P ~ I 1 SOD' ~ 19 '9NING. kE510ENTIAI 1 A I ~ l ZF ~ ~+'~ 26 ~ TGNY)HAWKER J ~ ", ~ ~~ ~ 3 CE - (O.R.R- 1721~t, PAGE 1256i~ `Yl ~ ` l CA ~ I BP 54 S ss ~ ~ soD ~T 1 Ls 5 ~ I I N In 36 I ~ ~ ) ~ ~ 'P ~ p % ~ ~ FN ~ °D 1 7 I I ~ 5 52 ~ i ,,I ~ I ' ~ ~ 7 SP ZE I ~ 37 'RR ~ S ~ ~ _ 1 1 Ir I , I 1 M ~ ~MF SP ~ ~ ® ~ T 1 I 11 ~~~, , LISA / / I 1 ~ ~ ~ . Ql 15. ® l , 1 1 ' ~ I I I ~ ~`~ 1 FM ~ ~ I' ~ ~ S ~,I 1 ~ ~ ) I sI L J ~ JB ;~ '~ ° ~ 1. ~ / 17 L a ~ I (m ) I JI ~ . 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I ~ I CI ) °' CE ~ CE 1, I ~~ .' 38 I II II TI I o RiR ~ 1 i ~ ~ ZF 10 ~ T xS4 P~ " II ~l I I ~ ~ rv J ~ 49 A SAP ~ II 42 .` I J ~ ~ + ~ SOC ~ 3 ~ I1 I II EN ~ ~ ~i 37 U` ~ .. SO 00 `~ T {P ~ , wxoscAPwG ALONG us H GHwnr 1 DESIGN[D Br LMIDSCAPE AICHIIICi V I` PROVIDED BY THE VILIACE OF 1EQUESTA ; 'I I t ~ I P I ~ .1 1 ~ 1 ^r I ~ T ' : IN AcDOeOANce wI+H BEAU IEIannDN 1 I ~ ` I ~ i I PLAN, 11 I L ~ ~ SIB 1 I 1 I I , ` 1 A II I k ~ 1 l I I ~ I~ I hU 30 , 1 ~ IV V~\~ 1~ tt :. ~II~ 1 ,I 3 A V~ ~a l 1 I l 1 M ~ y l a .. I I I I .-~ ~,. 95 I N ~~ 1 / V LANDSCAPE PLAN ^ 0cC ,. <" 1"=2U K g5 11D ~ 56 CE J / ' g5 CHT Vf5181L1'Y 7AIA PUNT / 36 ~ MATEA(AL t0 B AINLD BELUY ,~'~ 30" WITHIN THLS AREA , 1 3 CE ~-"~ ~ ' 1, rv C ~gZ 3~yT ~ K ~ zoNLNG. RestDENruL - 1 0 _ I NOFJdA CROSS ~ (D.P 8. 9660_PAGE 02FB) J ZONING RESIDEMIAL 1 SAMUEL LONGNECH.ER ~ ~._-(r,.P..S 20"14. 'aGE F33)_ I ~~ MEIAIfU"A WINOUENERVIA (FUNK TREE) SCHiNUS IEREBINTNIFOLIUS (BAAZILIPN PEEPER) CASNAA(NA SPECIES (AllSiRRLIAN PINE] ACACIA AUAICULIFORNIS (FAALFAF ACACIA) AL8IZIA LEBBECN (WON4NS TONGUE) 4ROISIA SWDNACEA (SHOEBUiiON PRDISIA) CWUBR]NA ASIAIlCA (LEATHER LEAF) OIOSCORCA BULBIFER4 (AIF POTATO) FISCUS ALTISSIMA (LOFtt FIG) FlSCUS BENGAifNS15 (BANYAN( HIBISCUS iILJACEUS (MAUOE) JASMINUM OICHOiOMUN (JASMINE( LYGOGIUM MICROPNYLLUM (SN4LL-LEAVED CLIMBING FERN) MIMOSA PIGRA (CAT'S CUW) AHOOOMYRIUS TOMENIOSUS (DOWNY ROSE uYAIIL) LANDSCAPE CALCULATIONS NaRrn euF7cR: I7D LF ne/~ = 61RiES uauleEo 6 TREES PRONDED souM eu~: nD ~ 170/50 = 6 IRCES REWIRED 6 TRFfS DROVIDED FlSt BUFFER, 210 if 240/30 = 8 TREES REOUIREO 8 TREES PROVIDED wESr BLCFCR: 210 LL IANOSCAPING kONC IJS HIGHWAY 1061GNEU BY UNDSCAPE ARCHITEC] PROVIDED BY THE VILLAGE OF IEOUCSIA IN ACCORDANCE WITH BEADTIFI' PLAN. WIDSGPE REOUIREYEN6 Isz ceass PARKING AsEa sHUL ec DEVmN TG uxascAPlwc 7,837 SF X 15R = 275 SF REGUIRCD 1,507 I,BJ7 = 82R ~ PROVIDED fi TAFfS N BE REFIPlEO I 10" FICUS I 12" FICUS 1 16' FICUS t - 20 PALM TO'AL CALIPER INCHES REMO4C0 = 58' 7AEES i0 RF4AIN 1 - 30" FICUS TOTAL CALIPER INCHES RLIAINEO = J0" 10TAL 1AF~_S PROPoSEL NUMBER DF TREES = 47 10iAL CALIPER INCHES PROPOSED = 146" f 21 PPLMS Fi10 REFER TO SHEET C0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. ALL [MPROVEMEMS SHOWN HEREON WERE OBTAINED FROM DEVELOPER DRAWINGS AND WERE NOT CDNSTRUCTED AT THE TIME OF SITE DESIGN. ENGINEER ASSUMES NO LIABILITY FOR ACCURACY OF UNCONSTRUCTED IMPROVEMENTS CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES EXIST. ~~. PLANT LIST . INTERPLAN° 80UHICAl NPME uiNIMJM OPoUGHI HARDINESS S7HP~ !1 saE i sPAaxc Q( I0. 3~E ARCHQECiURE ENGINEERING ICES INTERIOR DESIGN ~I IAGERSTROEMIA INDICA 8'-10' Hi, x 4'-6' SPD- tI H ea-11 PROJECT MANAGEMENT (CRAPE MYRIIf) 3' CAL, MULTI TRUNK, SPEC, fULL A4003420 'N ITEM AlIENUAiA 12' Ni. z 6' SPD. 6 H Bo-!I CA 8660 (EAST PAIAIXA HOLLY) 3" CM1L., 5 CS. FULL CANOPY JI JATROPHA INTEGEARIMA 5 NT. z 4' SPD. 10 H 10-17 933 LEE AOPD, 0012 (JAifiOPHA) MUlil-STEM, FULL ORWNDO.f 10 'OV WERCD$ VIAGINIANA t2' HT, 5" CAL. I7 H Ba-tl b e '90114 0 "C TA .. SP SABAL PALMETTO 12'-15' HL 12 N Bo-11 (CABBAGC PAIAI) 72' CIFAA TRUNK tRR ROYS~ EA AECIA 24' M. 9 Ba-I I Q (ROYAL PW.M) 12' CLEAfl TRUNK 6 Fu L FRaND 39/47 = 89R NATIVE SPECKS ''7f 2N11A Fl0A1DANA 3 CJO., FULL 315 N 8-70 (000NTIE) I6' O.c LS LIRIOPE spp. 3 GAL, FULL, 6 BPP 178 H 8o-I0b (IiLY TURF) 29' O.C. FM FIC1l5 MICROCARPA J CPL., CREEPING 176 H 106-11 (GREEN IswND Ficus) 24' D.c. 'NN VOMIiORIA'NMIA~ 30' -3 Hf. }I N 8a-10a II (DWARF YAUPON HOLLY) 7 CAL, 30" O.C. 'CC CONOCAAPUS F.RECTUS 74" HT 285 H 101rit (savEA BImGNwOOD) 7 GAL, 3e" a.c. 'CI CHAYSOflMANU3 ICAFO 24' Ht. z 22" 61 H 10a-1I (RED TIP AGOPmM) } CPL, Nu EM EUPHOABIA MILLI 'DWARF' IZ~ Hf. x IA" 80 H 8-11 (DYWff CROWN Of THORNS) 2 GAL, FULL HIB HIBISCUS 24' N1. x 22' 20 N 7-I1 (melscLrs sHROe) 3 Gu., Nu ro BASE PINK (CORER `HPC HAMELIA PATENS 'COMPACTA 22° flt. z 32" 16 M 8-11 (COMPACT FIRE@JSHJ 3 GAL, FULL `IV ILEX VOMIiONIA 16~ Ni. x I6' 130 H 8-10 (STOKES OWARf HOLLY) J CAL FULL 'MF MYPSINE fLORIDAN4 24' Hi. ~ 2Z~ 92 N 7-11 (MYASINE) } G41 FULL ANC NEPHRDlfPIS CORDIFOLIA .4' HT z 12' 102 M 9-11 (NATIVE SWORD FERN) 7 Gel. FULL CA CRINUM ASIATICUM 14' F!<. z 12" 6 M 9a-11 (CRINUM i1LYJ 1 CAL, PULL AHN ANNUPLS-i.BD. 1 GAL., INSTALL 170 L 9-11 (ANNUUS) IusiALL w/ PoTTINC sou FMG FICUS MiCROCARPA 14' HT. x 18` 56 H 9b-11 (GREEN ISUvVO FICUS) 3 CN.,, FULL PA P!UMBAGO AVAICULAIA 18~ Ni. x 21' 40 M Bb-Il (IMPEAIA! BLUE PLUNBAGO) 3 GPI., NIL 500 51. AUCUSNNF 'PPLNETtO' ODAN7ITY i0 BE CPLCUUIN BY THE CONTAACiOR Q' DENaIES NON- NJASIVE NATIVE SPECIES 1,032/1,698 = 613 NATIVE SPECIES PUNT cunNnn~ 7 AZ ~- PLANT svMM3L ~. WHERE GALLON REFERCNCES MAY CONFLICT WITH HEIGHT/SPREAD ANO CALIPER MFASURL'uENPS, THE HEIGHT/SPAF40 ANU CALIPER MElSUREMENiB SHALL GOVERN, X~ 7REE PROTECTION BNiRICADE LOCATION (ORIPLINE OF CANOPY = EMISiING TREE x ONE FOOT OF RADIUS FOR FACT! INCH iD BE RENGVED +B 0 OF TRVNK DUMETCR) MIN 4' 6" 0 CLUIUNCF GY ALL SIDES SIZE pT INSTALIAIION I `I 512E Ai 5 YEARS SITE DATA 51 /R A 45,600 SF 1,05 AC INPEAVIOUS € PAVLIlENi/SIDEWALKS 24966 SF 54,7 %~ 63.1 9 (( BUILDING 3.820 SF 84 2 OPEN SPACE (GREEN) 16,814 SF 769 3 zodleG C2 - COMMONItt COMMERCIAL 0141HCT iANDSCAPE BUfiLA ~R-C ~~ FflONI (WEST) 70 P 10 FI SIDE (N(KtTH} 10 Fi I0 Fi 510E (SOU(R) 70 fi 24 FT REAR (EAST) ]B FI 23 FT JONCLLC MAN-ZIPP, C FL. RLC 81 I CONSULIA REVISIONS: N0. CAIE NEM4M5 05-J1-N) IPZ 6 II-.}N-g] CIw COMMEJJIS ~ ®~~ ~ REGIONS lo~E~EOasnorl S.E.C OF Ltt HWV I & CA}141 Si. 1EOUES(A, Ft COPYi21CMl ©2(q7 MERPUW LLC RESERVES COPVfEIGHI & O1HER RIGHTS RESIRICIING THESE DOCUMENiB FO ME OAIGINPl SITE a2 PIMPOSE FOR WHICH IHEV WERE PREPARED. REPROWCf10N5, CI W~IGES OR PSSIGNMENIS ME PROwren6D. PROJECT N0: 2007.0310 GATE: ll CHECKED.(~'~(~~_~ u0lrao n/wln Irlru sAW~ICrwrzi~m.eAielmenmi~' s/e'=.-a' ""''tttt ~ e~pil@. 19/IJ(ii t0.Y~ x\M-IhMeOnsazvr4 ~.1alsNn]~almv s/a'a'-d milmF • I i - R S 8 R b e A Y a I I PRC1ECi 1AEE W~ REINF. '~ AU36ER NOSE. y ~~~ - AEO PLASTIC FIAC ON F WIRC ABOVE NRNDVCKLE ~. a" ceoano. P a ~ ) ///~~~ )" MIN. MULCH OR / AS SPECIFIER TT fi BERM 10 HOLD F Wr,T[R. .~ I' ABOVE y c' ' - -i hN I ' UC II IOB~E S N D b W E ~ Y ~' F]NI3NEG ~ V i i V. GAL .WIRE WIS ED @ GAL F. / GR4DE ~ BUCKLE. % ~ -~_ ~ FINISHER GFADE i2l..~:~':..~ I 1 YY ::..0 2'X4'k3' BERMES BURIED I _ 7" BELOW GRADE, TAMP i0 PRfVENIJ 1 1`PB4PARE0 PIANFINC STTLING SOIL AS SPECIFIED. l0 TREE PLANTING DETAIL Nrs GRADE Ai WHICH SHRUB CREW PREVIOUSLY. (MIN. I" ABOVE FIN. cRACEI 3" MIN. uULCH IAIER uIN. DEPFN OF 12' PREPAR[D /~Ir IUNIING SOIL FOR GPOUNDCONER 1 / BED. FINISH GRME LAMP TO PREVENT SETTLING 0 SHRUB AND GROUND COVER PLANTING DETAIL PREPARED PLannNw smt u SPEC!FIEU NOTE. WIZEN SHRUBS O4 RDUNDCOlER3 ARE USED IN EN,4E BEp .S?O 9E KW,vAkD iG RECEIJE PIANTWG SC~.L b PLANT MATERIAL -UNLESS OTHERWISE SPECIFIED. NTS _~ 3o TREE BARRIER DETAIL TREE PFAlEC11ON NOTES 7. DURING CONSIRUCt10N, PROTCCTIVE 84RRIERS SHALL BE PIACCD Bi SITE COMPACTOR i0 PREVENT OFSfRUCTION OF TREES WHICH ARE DESIGNATED FO REMAIN PAOiECTION &RR!ERS SHALL BE [RELIED PRFGA i0 CONSIRUCFIDN OF ANY HIND ON 1HE SfTE. 7 F P i i W N P 1 iW N E Y 2. &ARflIERS SHAU. CDNSIS G AO EC IVE 000E OS S 0 Z I CN 5 B ~) FCUR (4) INCHES OR IARCER PLauRO IN SUFFICIEM DEPTH i0 BE STABLE W11H AI LEAST FOUR (4} FEET OF PCSi VISIOLE ABOVE FHE GROUND. POS1S SHNI BE PULED ND CLOSER THAN FIVE (0) FEET i0 tNE iAUNN UNLESS PROPOSED PAVING CONSTAUC710N WILL NO7 PERMIT. POS75 SHALL BE NO FURTHER INAN SIX (6) FEET APART. REFER?0 TREE PftOiECFIDN &iARIEA DETAIL EACH SECFION SNAIL i A 'DI RAN P YFROPY' N N T FENCE MATERIAL. BE UNNEO OCf1HE W. 0 GE DL ~E E E AA N iA' 1 R MA N L MAINFAWED 10 3. PROPOSED GRADES DUD E<S 0 E I SHAL BE WITHIN FOUR (4) INCHES OF THE EXISTING GRADE. 4. rNE CONFRACFOA GhwLL FOILDW 1REE REMOVAL, 7REE PAOrECiION AND GENERPL PUNiI~ REO7S. AS DEFINED BY LOCAL JURISOICfION 5. PROTECTIVE 64RRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH illk AS CONSIRlW1I0N IS COMPLEFE ANC ALL EOUIPMENi 1S REMOVED FROM SITE. 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR lEMPOAARx SOIL DEPOSITS SHALL BE PWCED WITHIN THE PNDFCCiNE DARRIER 20NE3. 7. BANRIEAS SHPll- BE PUCEO Ar tHE TREE CANOPY LINE EXCEPT AOJACEN( TD THE PROPERLY CDNSiNIK"ION AREA WHFAE D MAY BE A7 ONE NAIF OF THE CaWM CISIAACE ON ONE S.DE ONLY. x 7REE PROIEC7ION BARRICADE \~~y/ LOCATION (DAIPIINE OF CANOPY = yy E%ISiINC 7REE k ONF F001 OF RADN$ FOR EACH INCH / _ \ t0 BE REMOVED i8 ~ OF TRUNK DIAMETER) MIN 4' 6° 0 CLEARANCE ON ALL siDEs I,! 8 LANDSCAPE DETAILS PLAN Mrs I T ~ • ~ s PRUNE AND 71E FRONDS. A MINIMUM OF 7 FRONDS WfiH HEMP TWINE. fRDNDS FO REMAIN TIED UNTIL PALM BECOMES Ep ESiABLISHEO. ~L"~ PAD 1RUNN WIIN 2 DYERS OF BUAIAP 7U' i0 PROTECT rNC TRUNK. USE A MINIMUM OF 3 GALVANIZED SFEEL BANDS TO -E (5J 2"X4"XIB° W000 BAIFENS AROUND iRUNN. NAIL (J) 2'%4" BRACES TO BARENS 120' APAAi i0 PREVENT SLIPPAGE. _ PROVIDE (7) 2~%4° SUPPORTS, CN tOF OF EACH SUPPORT Ai ANGLE PND i0 P Ni0 1. NS AN GROUND EN JL I BA'E BRACES AS SHOWN. SUPPGWIS SHALL REMAIN IN PLACE A NiN. OF 6 MONFHS. ~ MULCH AS SPECIFIED. i~ ~ ORIGINPL R001 BNL T ~ PLANT PIT -DIG 1WICf THE SIZE OF a _ ROOT &1LL, iNE ROOT 94LL SINLL BE ~° o Pv~NTED To THE oMCIruL DEPTH As OCCURRED IN THE NURBCRY CGNFAINER OR ESTABLISHED GRADE IN FIELD GROWN cowpmoes. RDDr BULSHALl Sli ON UKEXCAVATED NAFJVi SOIL. BACK FILL WITH CLEAN SWD iHOROUGMY WASHED IN. 6" SOIL S4UCFA. 04 PALM PLANTING DETAIL Nrs HED PLASTIC FtAC ON WIRE AOWE NRNBUCNLE RUBBER ~ 4" A95VE GAOUN0. (7YP) HCSC ON J" MIN. MULCH OR EACH ~ p5 SP[CIEIED- uA>oR TRUNK ~ L 6" BERM i0 HOLD (py) / ~WAIFA. I" ABOYC~ ~ \ ~ ~A / ~ DWB~ STRAND CIA GAUGE ~ FINI ~E. h «1XXX GALV. WIRE, twlsrCD A sniV. \ GRADt ~ A BUCKLE ' \ 2n j FINISHED CRdDE y 12 % ' I ~~ ! YX4"N3' SFAKES BURIED s 3' BELOW GRADE. TAMP 10 PREVENT-~ LPREPARED PLANING SETTLING SOIL AS SPECIFIED. 05 MULTI-TRUNK TREE DETAIL LANDSCAPE NOTES L THE WiD$CAPE fANiHACTOR $HAtL VI511 iNE SIZE AND FAMILIARRE HIM$[lF WITH ALL CONDITIONS UNDER WHICH 7HC WORN IS N BE PEAFDRMEO. P M n R Nn N s P oeD'NANCES, 2. uNDxA LNG snDWN seau EET GI o cou u D cn E i NIR F H' V R FY 1HF UANFIIY Of EMISIING PNNi$ AND SHPLL 3, HE CD K OA 5 &l F I D NRNISH AND INSTALL ALL PLANT MAIERiA15 AS INDICAEFD IN iNE DESIGN INTENT. INCLUDE ALL PREPARATION, LABOR, MAFERlALS, PIAMS, EOUIPMENr, INCIDEMALS ANO GLUNUP UPON COMPLETION OF THE WORK. ff THERE IS A DISCREPANCY IN iNE PUuNi COUM, THE PLAN AND DESIGN MIENi SHALL GOVERN. 4. THE UNOSCAPE CONiRACNR SHALL MARK TREES OR LIMBS r0 BE PRUNED PND PLANTING BEDS SiAKCt. lF IS EXPECTED THAT THE PLAN BE IMPIEMCNTED IN P A AR ' f AVA 1Y Or FINAL ENGINEERING OR IANDBCA. E BET II REG O~ESS 0 IUBILI ARCHIFECFUF/M OAAWINGO. 5. GRpCS SDD SHAT l BE PLAN AND REASONABLY FREE OF WffDS AND NO%I016 PESTS OR DISEASE. 6. GROW B1CS AND CONTAINERS INCiWING SYMHEIIC BUFUP BHPLL BE COMPLETELY REMOVED FROM THE ROOT BALL PRIOR 10 PIANP,•NG. AIL 7WME ANB WIRE SHAD BE CUl OFF FROM AROUND THE iftUNN A7 FNE tOP Or ROOT IMLL, 7. ALL PLANT MAiERINS SHALL 8F INSTALLED IN A SOUND WORKMANLIKE MANNER AND ACCORDING FO ACCEriED GOOD PUNTING PRDCEDURES WIFH THE OUALII' OT P(PNT MATERIALS AS HEREINAFFER DESCRIBED. ALL ELEMENI3 OF UNOSCAPINC SHALL BE NBTALLEO SD AS i0 MEET ALL AFPLICABLE ORDINANCES ANB CORE ~Ou'IRtMtNS. AIL GNiflAr NC ~tiPLL tlt ~ LLty n~uuRU uv v ~fL.L'ING AND PUN?1NG rgEES AND SHRUBS", PUBLISHED B'! THE UNIVERSItt DF FLORIDA/FLORIDA COOPERATIVE EXTENSION SERVICE (INSTITUTE OF FOOD ANB ACAICULIURAL SCIENCE, CIRCULAR 058, JUNE 1990 AND SU&SEC4ENi EDITIONS). 8. CORE ANU LOCATION OF ALL UNDERGROUND OiIIIIIES SHALL BE NOTED PRIOR ID BEGINNING OF WORK, 9. ALL SHRUB BCDS SHALL CONAIN 1 FOOT MINIMVM TOPSOIL. FEft11LIZER SH4i eE PALLETIZED 10-IB-10 APPLIEp ACCORDING TO rNE MANIfrAC1URER'B RECOMMENOAIION THREE WEEKS AFTER PLANING. 10. NO SlIBS11MI0N Q PLANT MATERIPLS SHALL BE AilOWEO WITHOUT WRITTEN PERMISSION OF 1NE OWNER OR LANOSC4PE ARCNITECt. 11. MAINICNANGE OF AIL GROUND COVERS Bf THE IANCSCAPE CGJiAACTOR SHALL CONSIST OF. WATERING, CUUIVA7INO FERIIIIZINC, CNTINC, IX~ING 0.ND WEEDING. MAINFLTANCC OF ALL FREES AND SHRUBS SHALL CONSIST OF- PRUNING, RAISING 7REE BAILS WHICH SElilf BELOW GRADE, NANISHINC AND APPLYING SPRAYS AS NECESSARY TO KEEP IHF PRNING FREE a INSECTS ANB DISUSE 12. THE UNDSCAPE CONTAACFOR SHALL DELIVER 70 THE OR'NCR A WRIREN CUAAAMEE COVERING ALL PIAN7 MATERIALS FOP A PERIOD ~ ONE YEAR. W.L PUNT NATCRIALS NOI IN NE4iHY GROWING CONDItIOK, SHALL BE REMOVED AND REPLACED WITH PUNFING OF LIXE KIND AND SIZE BY 1NE IANDSCA°E CANTRACFDR A7 NO CHARGE i0 THE OWNER. 13. PLAN MATERALS SHALL CONFORM iO iNE SIPNIM!R00 FOA FLORIDA N0. I OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSCftt PIAMS, STAtE DF FLORIDA DEPARTMENT CF lwRlCUIiUAF. AND CONSUt1EA SERVICES, FALW7NSEE (97T-05. SECOND EDHIDN, FEBRUARY 1990~- 14. ALL F'IANF IWFEAIAL SHALL BE PLINTH IN SUIFABLE POINTING SOIL iFfAr HAS BEEN AMENDED i0 PEkMIi 175 SURVIVAL. 15. IF VELETA?ION WHICH IS AEOUfAF- i0 BE PIPNFFD DR PRCSEhVEO OILS, 17 SHALL BE RFPNCED WIFH EOUIVALEM vECEFATION. ALL IRF.ES TOR WHICH CREDIT WAS AWARDED AND WHICH SUBSEOUENFLY DIE, SHNL 0E k<%AEO OY THE REDUIS!iE NUMBER OF ININC FREES. 10. ALL LANDSCAPIN& SrNLL BE IN AC07RONJCE WITH PROFESSIgUL & GENERALLY ACCEPIE- fAMMERCIAI PUNTING PROCCDURFS. SCIL WHICH IS FREE OF LIME ROCK, PEBBL[S AND OTHER CDNSIRlC110N CEBRIS SHALL 9E USED. INSTALUTIDN OF LANDSCAPE MATERIALS SHALL OE ACCOMPLISHED IN ACCOPWNCC WIIN THE APPRMED IANOSCAPE PLAN. Nrs INTC ARCHIIECNRE ENGINEERING INIERIIX~ DESIGN PRQIECi MANAGEMEM A4 W3420 CA 0660 933 LEE RgleS~ ORLPNDO, FLO 1 PH4 0 24 SEAL: W JDNELLE -EIPP, CIARR 1 R. AEC. I<9] CONSOLr REXVSION3~, No. CArt rsMwms i~ ®REGIONS REGIONS N M ftSE06217UV s.E.ca usew+f a cu+u s 1EOUESIA, R CCFYRIGM ©2007 IN/ERftPN LlC RE~RJES CCWRIGM &OTHER RIGHTS RESIRICIING THESE DOCUMENIfE i0 THE ORIGINAL SDE CR PJRPOSE FOR 4MICH IHEVWERI PREPARED. REPROWCiK)NS, CF WNGE3 OR A931GNMEN73 ARI PROHIB1iED. I PROJECT NO'. 2007.0318 I DALE: L1.11_ CHECKED I`Z /E~J/~,. NaonFmM/r,/ ~ x\x-~A uw mmmAe~eT a. ux: la-rr wmiu t- y ROmA reS/ tee ~\n .W ',6\0» N '-B' wKtx .i R fp, fl I 3 II I ~ 'a 1 T ` 4 1 1 7 , / /`' 1 l Y 1 L 1 1 T ~ E ~ \ 4 1 `\ ~~ / 7 l / 1 1 l % V 1 \ // L \ 1 1 1 2 7 ~ ~ ~ \ ~ ~ 1 ~ 1 1 ~~ 1 7 ~ \ 1 1 1 1 ~ /' ~~ /' \ ~ /~ . 1 1 ~ \ / / \ \ V l~ /~ l 1 f } \ E 1 1 la \ \_ \ \ / D r 1 \ ;~ i L \ ~ ~ \ /\1 P l 1 .\ 1 1 1 ~ \ , /~ ~ \ \1 \\ s 1 \ ~\ ~ / 4 PYC SLEEK (IYP) ~ ^: REE \ ,/~ ~$~ 1 ' \ I I/4" IRRIG4 (PN MAIN LINE ~l"P)-~ ~~ ~ ~ 11 ', y,. ~~ 1 ~ ~ / Op ~,.. I 1 I I0 l2 / 1 n. r r~g"E i ~T 1 1 1\\ `s . ~ N •45 ~ ~1 l 1 /~ ~ g / `. T ~ ~~, '%/~\\1 I 1 'p ~ -~i ~~, ~ 1 1 ~ " l ~,~ ~ ~ .F ~ ~ ~ / \ `s ~~ ~ ~ ®O f 1~ 5 ~ vI~ ~ v \ I EI i1 1 ,. t ~/ / 1 l 1 11 'i \ \I 't ~ 'lY! ~ 11 T I' 1 1 ®' 1-. 1 \ TT ~ . vv I ILL U'~ 1 ~/i ~ %k,.. I'• \ = 1 1'i., 1. \ \ ~ 1 "~ S ;I -~~ ~ ~ ~ ~ a v - ~Ipl~ 1 1 4" PVC 1 vv vv ~1 ~~r~ i SLEEK( ®~~2854-55 3 ,15 v v~v ~ I~'I l~ i' F F E \ ., \• ` ~ AaIN sENSaR LaarlaN ~ \ CONiftCNLEA LOCA?IONS `1 f`, 1 I% I I~ r \ i / 1 1~N \\ i1 ~~ 11~ 7~ l sE~ {1 i ~ ~ ~ 1 i `~" 1 v d~t~ vI ' I 37~ 11 I ~a•T 1 i .gib' 00 \ ~~ \ \ ~1 11 ~Y \ \\ N , ~+ l 1 \~ ~ •. 1 II,~4 IRAI~'J,1ION MAIN LINEA1~n) , ~~ 9 1 V° ~1 ''\ \ ~ ~ 1 E 1 --Py _ r ~-K ,, \ £ I\ 1 Il ) ~ ~ I i 1 T 4" PuC 11 ~ 9 1 l 1 111 rr1) \ ~~ ~. V1 1 d i ~' v I v~ 1 '~ ~ ~ ~ ~~' \ \ \t POIN1 bF CONNEC ION ~ \ ~ - ~ 1\ L ~; ~ ~ 1 ~ 1 F, i~ E\ ~ I' 11 / / ~120C \11 l 1 11 `~ /- SV24 6 \ 1 ~ 1 1 `~ l\ .,r ~ 1u r 1 1 T \ 9 1 \ ~~,,® IRRIGATION PLAN r1= za -, IRRIGATION NOTES i. iNE DFAwINGS ARE DIAGRAMIAaTiC. THE CONIRACIOA SHALL BE EXPECTED TO MAKE iNCSE MODIFICATIONS NECESSARY IN [HE FIELD i0 RFACI TO ACNh FIFLO CONOIiIONS, WITNWT DEPAR711RE FROM iNE DESIGN CONCtP7S OR INTENT 2 N.L WORN MALL CONFORM i0 ANY AND ALL APPLICABLC REGULATIONS ANO CODES FOR THE LOCAlIg4 OF THE WDAK .THE INSTALLER SH4LL OBTAIN ANY NECESSARY LOGTES, PERMIRS dN0 INSPECTIONS 3. ALL WORT( 4iAlL BE CLOSELY COOAOINAiED WITH THAT OF OTHER iRACFG. IN ORDER TO AVOID CONFLICTS. REFEF t0 UNDSCAPE AND NILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDER GROUND UTILITIES. 4. ALL MAIEP.IAL AND LIBOR REQUIRED 10 PROVIDE A COMPLETE, OPERAIIONnI AND FULLY CUARANiEEU SYSTEM SHALL BE CONS;OERED PART OF THE WORN, WHETHER OR NOT THCY ARC sPECIF7CALlY INDICATED IN THE DOCUMENS, 5. THE CONTRACTOR SHALL PREPARE AN AS-BLNL1 DRAWING ON A REPRODCCIBLE PAPER (SEPIA OR MYLW) SHOWING 0.LL IRRIGATION INSTALU110N. A M'MR OR $EPU OF THE ORIGINAL PLPN MAY BE OBTAINED FAON 7HE OWNER'S REPRFSENIATNE. P,IE DRAWING GHALL LOCATE AIL MAINLINE AND VALVES BY SHOWING FMAC7 MEASUREMENTS FROM HARD BUAFACFS. PLEASE SHOW WIRE olRECncN. 6. ALL HEADS SHALL BE OF THE PROPER ttPE FDR (HE PREAS WHERE LOCATF-, AND SHALL BE INSTALLED PWMB AND WITH INE PROPER HEIGHT. AIL NFAOS AND OTHER EQUIPMEM SHALL DE INSIAllED wI1H ADEQUA7E ANO UNIFORM CLEARANCE FROM ALL HAQO-SOAPING, TO MINIM!iE WRIER OKREPRAY ON iMP[INIOUS AAUS. 7. THE WA1EA SUPPLY FOR THIS SYSTEM SHALL BE Cli WAtER WI7H n I" GATE VPLK, I" METER AND 1" REDUCED PRESSURE BACKFLOW PAEVENTCR CONNECTING i0 I I/4" IRRIGATION MAINLINE. 8, NIGH VOLTAGE POWER SUPPLY TO 7HE lRRIGAiION CONTROLLER SNAll BE iNE RE6PONBIBIIItt OF THE GENERAL CONTRACTOR. THE IRRIGATION GONTAACiOA SHALL DE RESPONSIBLE FOR INSTAIINC THE CONiR011EA AND Ll)W VOLTAGE WIRES. 9. ALL COMAOL WIRMG SHALL BE INSTALLED UNDER M4INLINE, IF NOl POSSIBLC 7HFN ELECTRICAL CONDUIT BHALI BE USEII f0A WIRE PROTECTION USING PULL BOXES 150' O.C. WIRES SIt41.L BE TPPED EVERY Za LE WITx ADEQUATE SUCH AND SURGE/EXPANSION LOOPS ANO SHALL BE SPLICED ONLY IN VALVE BOXES, USING SNIP illE CONNECTORS. iNE CONTA(0 WIRE SHALL BE X14 PJC JACXETED, SINCIf CONDUCTOR CABLE, IISIN6 AED FOR 'HOY AND WHITE FDA VALVE CIXAMON- SEE PIA,M FOR SPARE WIRES- 10. ALL PIPING AND WIR( PASSING UNDER PAKD AAFAS SHALL EIEEYED WfTN SCN 40 PVC PIPE, SIZED A MINIMUM OF TWO NOMINAL SIZES URGER 1HAN THE CONTAINED PIPE. il. AMI PIPING SHOWN Wt51DE THE PROPERtt LINE OR RUNNING OUTSIDE A LPNDSCAPE AREA IS SHOWN THERE FOR CURin ONLY W-L LINE SHPLL INSTALLED ON 7HE PROPERtt AND INSIDE THE LANDSCAPE AREA 12. THE INSTPIIER SHALL BE EXPECTED TO BE FAMWh9 WITH AND FOLLOW INE INSre6cnoNS rAHruNEO HEREIN aN n~E DRAwiNC IN THE corvsTRUDnoN DETAILS, AND IN THE WAITTCN SPECIFICATIONS. SHOULD A COWLICi BE DISCOVENED WITHIN tHE DOCUMENTS HE/SHE SHALL IMMECIATELY NOTIFY THE PROJECT NANACeR PNO RCOUFSI CURIPICATION. 11 PROVIDE 1009. IRRIGA?ION COVERAGE FOR ALl vECETAiION. i ~d 1w 1 ~ 1~ ~ ~) ~~, ~, P ~ ~~• ~ ~i 1 I/4" IAAI~anoN MAIN uN~ (rm) ~~ ,1i ; 1 ~ o~ ~ 1 1 i ~ 1 ~~ T 4~ Pv~ ~ SLEEVE b'~) \ V Z,~; T3N r `NO 1\ ~ \ o. \ 1 ,~ 1 1= , v1 TA I' ~ )~ ~~ ~N ~, ~ F I I~ ~ T 1 \ 1 I I ITT 1 ~ 1 1 , ~~€ ~ ~ T 1 T II RY ~ ~ ~ 4 1 I , \ ~ 7T ~ ~ 1 1 ~ I 1 ~~ ~ . s ,) 1~T ,~ I T ~11 ~ ~ T 1 1t ~ YC i / ~._ ~ l ..., ~ ' / s _ ~. 41 ~ 1/4" IRAI~nr~RAL bE (nP) ~ / ~ aEE4t' 1~) ~ \/ ~ O NORTH WALL OA STRUCNRE n' INSiMl RISfR 4' ABCK f INSTALLED PUNT MATERIAL 4" ~` PAINT A COLOR CHOSEN Bf THE LA. - PVC SCH. 40 R75ER -- ULTRA-VIOLET PROTECTIVE PVC TEE ORP ELBOW ~ MULCH REEL ANGLE -- ' to SHRUB RISER DETAIL SIDEWAIK,CUAB e' ETC. SPRINKLER tNOZZCE FINISH GRADE ,. ,,,,JIANY \V I BODY ASSEMBLY FLF% PIPE 1/Y FOA SPRAYS 3/4' FCfl ROTORS FVC LEE SXSkT OR ELBGW SRR~E LITERAL LIM . O HEAD DETAIL cnLY uN7GN o .c ,.~ ; 12• FLOW ' 03 BACKPLOW PREVENTER l8" NTS N N 2CNE CNARi ZONE TYPE CPM RUMIME GED I SHRUB/TURF SPRAY 18.5 20 MIN. 370 2 SHRUB SPRAY 9.6 2A NIN. 192 3 TURF SPRAT 19.1 20 MIN. }82 4 SHRUB TURF SPRAY 77.4 20 MIN- 746 5 SHRUB SPRAY 139 2a MIN. 27B 6 TURF SPRAY 182 ZB MIN, 364 7 SNRU6 SPRAY 135 20 MIN 270 8 NRF SPRAY 14.5 20 MIN. 290 9 TURF SPRAY 22.9 20 MW. u40 10 SHRUB/1URf SPRAY 18.4 20 MIN. 76B TOTAL 165.1 3 tIRS 20 WN. 7.302 REFER TO SHEET C0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. GRWNC lEVF1 DOUBLE CNECx VALK ~ BACKFLOW PREKNIEA -G9LVANIZED PIPE __ CALV. 90 -"' i0 METER -~- WAPi 70 CLASS 20a PVC IRRIGATION LEGEND 0 Nl1 6` POP-UP SPRAY HEAD 570-3-F p I/4 6" POP-UP SPRAY NEAO 578-&-0 p 1/2 6" POP-UP SPRAY hC;AD 570-,4-H O ]/7 fi' POP-UP SPRAY HEAD 570-8-i Q 2/} fi" POP-UP SPRAY HEAD 570-EIi 9 7/4 6' POP-UP SPRAY HEAD 570-B-i0 ~ FULL 6' POP-UP SPRAY HEAD 570-t5-F V/4 6" POP-UP SPRAY NERD 57®-IS-0 I/2 6" POP-UP SPRAY HEAD 570-15-H ~ I/7 6" POP-UP SPRAY HEAD 570-15-T ~ 2/7 8• POP-UP SPRAY HEAD 570-15-ii ~ 3/4 6• POP-UP SPRAY HEAD 57®-IS-TO ~ CENTER siRiP SPRAY HFA11 510-/-CST O SIDE STRIP SPRAY HEAD 57@-4-SST ^ END 3iRIP SPRAY HEAD 570-4-EST O Q~-- OENOT~S wft10.9LE 6• POP-UP SPRAY HUO 570-15-PA1 IN 15 PATTERN O ®©G- OCNOTFS W" POP-UP SPRAY HEPD OR ROTOR ON PYC RISER ~ POP-UP STREAM AOiOR # 500 SERIES STREAM BUB&fR TORO PU371C YANK . - . cuss 286 PUG MAIN ^NE LASS I60 PVC LATERAL LINE _ _ PVC SLEEK 4" IN DIAMETER ~_ PIPE CAOSSOKA /-BACKFLOW PRfvENTER IRRIGAl10N METER © CONTROLLER LOCATION Mo~L Y cc-Pas a^ RAIN SENSIXt LOCATION -VALVE CIXvE N0. b 21. iVAIVE SIZE VALVE GPM VALVES 254-96-07 3/4" VALKS 252-A6-04 1' VALKS 252-25-86 LS" VALVES NOTE: MODEL NOS, sHtlwN REFLECt TORO SPRiNKLEN HEADS. ANY HEADS OF EOVAL DUAIItt NAY Bi USED WITH THE APPROVAL OF THE OWNER VMVE BOY F14Sh GRADE FN 71 ONNECTOAG `e ,' ~ EXPANSION SURGE vBL[ PULE CONTROL VPLVE W ftE$ UNOCA M41N ~,wcLE r0 M41N wires 4s ofc ELBOWS 04 ELECTRIC VALVE DETAIL Nrs _~WALL OF BUILDING '~-SINGLE IHgOw I6 AMP ELECTAICN. CONWIT 120V. POWER WIRCS WIRE AS PER LOCAL CODE INTC ARCHITECTURE ENGINEERING IMERIOR DESIGN PROJECTMANAGEMEM A4003420 CA 8660 933 LEER ORLANDO, RO 0 PH 40 29. SEAL ~\\~ .gN0.LE R. 0 1PP. CIA FL ACC. REWSIGNS'. N0. DATE RENMYS ®1\rh7I ON REGIONS to aELSEOezuor+ S.E,C OF US HWY 1 & CMIM 1E0UESIA Fl COPYRIGHT Qc 2007 IMERPLAN lLC RE~RVES COPYRIGHT @ OMER RIGHTS RESERICTING THESE DCCUMHJ i0 ME ORIGINAL SITE OR PUtPO$E FOR WHICH MEYWE PREPARED, REfROWCTI0N6~ CHNJGE6 OR AS6IGNMEM6 A PROHIBITED. PROkC7 NO'. 2007.0318 DATE'. L2 05 CONTROLLER DETAIL Nis CHECKED: RTA I~ .~ ~~~R,1/99A, ,0,4~, I,~ ~I~~~B~,~~>aM 1NP Sa~-Y.O' ,~M )LII@, 09(11/01 10ifi19 f~-RLB[CroH6b~L]MI0]1WBYS1di1M'~ 5/B'=1'-9' AxNS •I I I • E~ F ~pp 1 d 1 t 1 1 1 ~ ~- ~ L ~ - ~ %` ~ 1 11 ' ~ / 1 1 1 ~ 1/ ~ 1 l 1 E ~ , ll1`\ ~' / ~ 1 1 1 t 1 1, ~ 1 t j , A / 1 1 l 1 1 1 1 1~ 1 1 1 1 l 1 1 1 1 1 11~ / w/ 1 / / / ~~ i~ / -~_ _- t ~~ / ~ / / 1 r 1 , D2 1 ~ o a ~o o L~~ y9 ° / 1 D.0 0.0.0 0.0 0.1 0 01 03 /TO ~~ 0,a 0.a 0.3 0.2 ~.I DO OA' O.D~ .0 0~0 1 , ' / / /~ _aN"~ 1 e' ~o ~ ~~ o °zo o v o a~' 1 10.0 O1 /u.' ~li /a~V"~6.1 0,1 01 r(0, 0,5 O.I /~,7~'°~OS ~d3 ~ ~0.0 tl,0 0.0 0,01 0.0 / , ~. ~" ? l~ 41 , ~ 1 , ""~ ~ ~ ~ ° G 1 /~ ~A ~-a"'~ E 5 1 ;~ ' '' ` ,~r~'0,1 D//0~ 01' y~ 0~1 0.1 ~0'~ ~ ~9 ~' 1~~~ 1~0 a5 0.2 Ob O.D 0.0 0.0 0.0 1~ 1 ~ ~ ~ 5~i~~~ - " 1~1~1 ~ 1 __~ ~ EE''~~ ~~., y~ .~~ ~1 ` ` l~Q 0.1 0~2 OP / 0-? \ 0 ` 4 ?>~; 1~ „12.3 !~0 I 0.3 0.1 ~1 DO 0,0 0, 110 ?~ /B 0.7 ~Cr ~ ~~ 231 -3~2 a 8 6~ 9 Po ~,1 ', 5.5 ~,1 2.3~ DJ 0.0 1 D.0 0.0 0.0 0.01 y ~ ` 6 1 ~/~1/ ~r ~ MA / /~ ~ ~~~ ~1 ~ ~ •1 ~1 l j ~ / / 'f~ o ` ~ ~ - o~ ^I LAE~ 11\VC ~ `~ ' ~ o i, a n o , oz ~~ ~ zl ; D 4.71 as _~s3 s .. ~~'7 1}E~ l '2 07 Ds qa D,D D.o D.a ~ T ~} 1 ~~,.~' .1 ~' ~%% ~~.~~ ", ~~ o ~ ;P ~1 ~ 1 ~~ 1 0 0 0 ~- 0.5 r 1,3r ~34.~ 53 X54 4,9 4.7 ~ 4.0 3. `P , `.3.BNR 1 3, 1 2.6 1.3 03 Oi, 0.0 0.0 0, 1 ~A a 1 ~ ~ _ ~~ i ~I~IA ~ ~ , l '1 ~ ~ 1 ~., RP-t5 ~ a o t i~ 1 ` J~1 ~ 1 1 1~ \ ~ ~. ~ w" 99,, 1 d ~~ 1~ 1 ~ 1 11 s 1 P ~ P I ~` 3.3 a,4 4,3 d411 ` 7 2N 2.4 21$71 1 3,0 A 33 1 3~9 a5 0.1 ` 0.0 0,0 0,0 1 1 \~ ,'~ 1 11 1, ~ 1 ~ ~ U:4 ~~1~~ ~}1 ~ ~o`~~ ~ a ~ 1 o p `1 d p 1 IE ~ ~! 1 0.9 ~, ~D 29 32 ` 3.2 2~~, 25 0 y. ~ 19 , ,2 1y~ ~6 P 5.7 OS D.l GAL l 0,0 O.D ~ i ~ l e ~1 1 ~ ~I 1 ~~ ~ ~ ~ 1 ~•~~~ i 121 1 Tl MAH 1 1 ~~ 1 ~~~ 1 11 1~1 ~F ~~ i , d ~~~ S ~~ . dl~A ~le~ 11 `11 N / ~ L 1 1 ° ~ 1 IE 1 ~ 1 0I~ ~0 44 2.4 1.9 6 \ 'C ~F 7. ~D / \35 ~ 1413 1'"3,3 D.2 01 O.I 0.0 1 ,1 ~~ V~~~11 1 11 ` ~~ '~ METER 1~ ~ ~ 1 9 ~{t1~ 0 1 4 , 1 1 I o ~ la it o. 11 11 1E ~,:~., Rp, 1 as 1~ oe a.7~ 16CD as e.z !.6 l 1 *FC 32 T 1 1~ ~s ua 0,2 1 a.l o.D 11 ll 1..0: 1 50 p 1 / a 1 1 + 1E ~,. MnH31 '1 " ~ D ' ~ 1 1 3 1 ,X ` 1 11. 1 1 ~ 1~ ~, 0 1 "~ a E~I~ Mlwo 1 1 '$ _,,1 1 1~ a ~1 0 0 `o 111 iE '1 ~ ~ o~ Dz 1 i~ D ~~~20 Sf'~~ ~' f f ~, ~ ~~~ dal ~~1 e.~,l is D.6 0~3 IDZ o,l 1 1~ l ~' X15' I ~t1 711 1 11 11 1 ~i , ~ 1 tl ~ ~.F~E~ ~ ~ uw~ , ~ , ~~ ~ 1 1 '~ 1 1 11 1 1'1~ 0 1 ~ 1 , TI t 11 d 1 1~ a a 1 1 ! of D ~.o. ~s s3 aD 5.+~" 1 1 1$.I 1 1 is 1. as o.~ of , 1 1~1 ~'`~ , 1 1 1, Mwo t ~1 ~ R~ 0-1 ~1 ~ T i ! 1 tn~ 1 1! ~. 1 J^ 1 ~ I l 1 1 t? ,e 1 0~ o 0 0 ~ `~ ~ 1 /a Q 1 10l j 1 1 11~y~ T~D~, 1 a2 ~ ab 11 ~~ 4s 4 7j'II, / 1~~ ~¢z 111~1~~lah, 1~~4 i6 i.D o3 1 al y g 1 r , T o 0 1 A 1~1 1 04r, I `t~ «~7 i 1 cJ to ~1 ~~ p a ' 1 'y Try 11 O;q;. , ~ o~ 06 ~ n`u3 I.Sa , 45.7 3 - 7,4 s 2 Q 1 2.3 .P, ~1 ~ k. 1 3.1 L7 0.5 1 d2 N • t1 G L", 11 ~ ~ / s t .y 1 0 ~MqN 1 1 1 1 1 _ ~ ~~ o ~ a o ~~o ~ ~ 1 ~ o o~~ 111 r 1 ~ 1 h 1' 1 W. ~ 3.3 18 9 0 1,~ 1 ad 1, ~~. ~ 1D as 1 6 1 477 ~ I all w~ ~ ..1 n / ~~ ~'1"~~ ~' '. ~ 1 1, 1 01 ~~M 111 1 1 0 ,1'.' 'o. t p~ ~e1_ \ Il 1 /, L o / 1, ~, 11 11 Do ,~ o -~ pa ID d; 44 47 4Jy~ ~ as 2,7~ , .3 Js on/ 0.3 1 _ ` l ~ t\p ~11 ?, 111 D.0 ,` ¢'~1 131 A04 1 0 ~~ // 5 ,6.1~ ~~:~,'~ 3.8 1~`D 28.0 ~ ) 1. 07 0. ,~ ~~ IIVTE ARCHITECTURE NOTES: ENGINEERING O ROUTE CIRCUDS THRU ®~CONTACTOR INTERIOR DESIGN II FI%iURE TYPE "MPH" PROJECT MNNAGEMEM SITE SIGN - 2 FIELD VERIFY E%ACT LOCATION SEE SCHEDULE A400S420 PROV]DE OISCONNEC7 AS REQUIRED CA 8660 CONTACTOP, ROUTE CIRCUITS THRU ® RL DESCRIPTION: PAD MOUNEED TRANSFORMER FI%TURE TYPE, W4P, WATTS, DIFFUSER 3 COORDINATE WITH LOCA1 UTILITIES G0. I aND MDUN7ING AS NOTED ON "LIGHT " FIRST FLOOR q33 LEE ROAD I . POLE HEIGHT AND F]%TURE SCHEDULE " , ~~DO RORIDA 32810 O TWIN HEADS MOUNTED Ai 180' FINISH A$ 40TED ON LIGHT FIXTURE PH A07.645,6003 I SCHEWLE". FX 407.629,914d ' ' " O USE 2- x 10, x 10 GND IN 3/4 CONDUIT II O L1F1 STATION SEE DETAIL THIS SHEET. II SEPl', Numeric Surlroary Prn iPrt: Pro Tart 1 LDbel ~ Avg Min Max Max/Mln ColcPts X43 7U,U 529 OOD E snare Schedule P oject Pro lect_1 Label Des pt'or. DTy LBD Watts SS Lith la AS2- t pe V 2 0.7 4.45.6 STLAN 5 TELLER CANOPY 1 N,a. N.A. ND2-R WB2 2 0.7 100 S3 UtHonln AS2- t pe 1[[ 1 D.7 444 53-40 S3-HSS 400 2 07 A68 SA=SR S4-NSS 4 0.7 460 SW.ICH D coNr2DL I POLE I SEE FIxTURE SCHEDULE ll II j) II II 11" D1A, II Botr cIRaE II __ II II - ., _• , ENTRY Hb. II II ~_ II ~ II % n 172' II ~ 4 ~ p POLE BASE PLAN NAND HOLE 80LT COVER \ 0 (WI7H PCLE)~ I GROUNC WIRE LUG OOLTEC e TO LIGHT POLE ! GRO!J? GAP BE1wEEN POLE BASE AND SHIRT ANCHOR OOLi FURN. BY ', L ~~ POLE MANUFACTURER II "III ~~ ~ I D I 4 ~ I ~ ~ III CIAMP No a coPPER _ ~ ~ GND WIRE-1/2" RACEWAYS AS REO D. °T~a °~ L 5/3" x 10' GROUND ROD ~• POURE CONCRETE SASE 3.000 P.S.f. MIN. -NATURAL CONCRETE BROOM FINISH I VERIFY DESIGN 4 - ~,5's VERi. W/ ACCCADiNG TO LOCAL 8 - !%3 TIES AT 71° O.C. SOIL /FOUNDATION REQUIREMENTS ~crvrnxiun nc~cri00.E ~ICHTNING ARAFStOft IELD MouNrED Br z'-e" ELECIRiCIM' - UNISiRUT (OR E0.) SEAL OFFS-(n / ` _ _ ((s11- 2' Dw+DUns RED'D FoR 2 RP PaMPS (3) 2 G P~'0 FOR S HP 1ND TP R I 3/4 • HOSE BIBS LA GFR UM - ~ }~ WATER LE4EL CORIROL ! 1 7 ~ 3/4 ^ GALV RISER 10 PUMP No. i ~ TO PIJMF N0. 2 FOUNDATION PIAN l SLCEYE AEOUIR[OI 2" CAL. P]PE OR FAWV - GRAAE FORS a NOTE: ro wAIER su PLY 6oucacrE A~ouwo aos?s 12'A x 2W' DEEP ALL CONCRETE POEE BASES TO BE INSTALLD A MINIMUM tE OF 24"-28" BEHIND BACK OF CONCRETF. CURB. REDUCED PRESSURE IRPZI B4CNROW PAEVENTER TO PPNEL RP2 CIRCUIT FOR THOSE LOCATIONS WHERE OBSTRUCTIONS MAY OGCUR, A TO BE lNSTALLEO IN WA A SDPPLY LINE TO IIFf ST TION FE8C0 WATTS ORE" Rq0 3-,fP ~8 GND, IN ~ MINIMUM OF 12° IS NEEDED BEnNEEN BACK OF CURB ANO ~/q C FACE OF CONCRETC PCLE BASE A 12 1 LIFT STATION ELECTRICAL RISER NTs O , 11 ,. 1 MAhIS' / ~ i o ~ o 11 1 oa ~ 1 ~,~; 2 1 04 ~ ~ 1.4 %2s ~ 3~a was .~ 3 z.l .~' _ a~o.e 1 ' ~1 1 11 1 11cV. ~ =.-~~ SS-~ / /12 / ~4i 1 0 0 o a a t 4 i.. 1 ,E DOE, ~ ~~ 2 1 03 ~ 07 1.4 9 E/9l Q1 ~ 2S 1.6 1. 1 1.4 I3 ~.1 0.8 ~ ~0.4~ 0.2 $ ~ it 1 ti~ l03' '' / F o `1 1 ~ ~ 0 % `4, IY ~~EI 1 i."~;~\t ~- UGE'~.r,8w 170/ //~ 0 1~ 1lFFF T ~ 1 1 , ~' 1 ~y~5v AS q.- J o o r~ / ~ 1 11 ~' 11 0.0 11 Ot \.~ 1 3 OS ~ 1.1/ /I~ 1.6 12 „6'vCO 1.5i~1,6 i 0.7 ~~D.B 0,7 / U,~ 03 0.1 1 l 1- 111 , 1 ~~ ~ ~~ti ~ ~ 11 al' 1 O 1 v o 0 0 1 v S 1 OA 1 O.p 0.] 11 ~- 0.2 0,3 0,6 I.I 1.3 0.9 O.B D.7 6 ,B. 0.4 03 \ 0.2 0.1 ~'. ~i1 1, 1 / i / 1 ~D~fff SITE ELECTRICAL PLAN -LIGHTING ,,=2~ ~ ~ to SITE LIGHTING POLE AND BASE MS WIND LOAD DATA LIGN7 FIXTURE SCHEDULE EPA RATING'. L .DESCRIPTION MAH} UTHONIA-AERIS FI%TURE'. FIXTURE = 1.2 AS2 400M BA7 20B RPA DF y RTA 25 8G = 6.2 ®150 MPH POLE: p POLP. LITHONIA ~RTA 25 BG p POLE: pRTA 25 BG = B.8 ®130 MPH LAMP W/a00MH/FR- PHOSPHOR COATED MAH4 LI?HONA-AERIS AS2 400M SR4SC 208 P.PA OF POLE. LITHONIA ERTA 25 BC LAMP W/400MH/FR- PHOSPHOR COATED MARS LITHONIA-AERIS AS2 400M SRS 248 RPA DF POLE. LITHONIA ~RTA 25 eG LAMP W/400MH/FR- PHOSPHOR GOATEO MWD KIM- WALL DIRECTOR wD14D2 IaeMH12a De-P U~MP W/I00MH/FR- PHOSPHOR COATED I CONSULTAM REVSIONS', No care AEM+ANS 4 197'!9/Bi IP 6; I REGIONS ID k fISEDb217DN S.E.C OF US HWV 1 & CANP1 iE9UESIA, Fl cov,wicHT ©4DD7 IMERPIAN LLC RESERJES COINRIGHT & 01HER RI6HI5 RE6TRICiING tHESE DOCUMEN' i0 THE ORDINAL SIZE OR PURPOSE FOR W}pCH iHEYWEI PREPARED. REPRODIiC110NS, CHANGES OR ASSDNMEl415 N PROW&IED. PROhCi NO'. 4007 03IS DATE'. o77ovro7 E2 i aIECKED I •-~1 KOlti[p ~p/g9JB1 iSERS ~:1R~fi[GIOM9wv\tM.B118\B)blt9EE1M4 i'~B' v! A Rmi[0. 09/11/-] iiA~}6 dl\M-A\A61gC~&vXW~1.B]IB\Iie],&~20:F' r=]B' 9WYN • • • LEGAL DESCRIPTION PARC0. 1 LOT(S) 1, 2, 3, 4 ,5, 6 AND 7, BLOCK 3, JUPITER HEIGHTS, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN ANO FOR PALM BEACH COUNtt, FLORIDA, REGORGED IN PLAT BOOK 2J, PACE 69; TOGETHER WITH A PARCEL Of LAND 40 FEET IN 'MOTH MEASURED FROM EAST TO WEST AND 140 IN LENGTH, MEASURED FROM NORTH TO SOUTH, LYNG IMMEDIATELY WEST OF AND ADJACENT TO LOTS 1 THROUGH 7, INCLUSIVE, BIOCN 3, JUPITER HEIGHTS, RECORDED IN PLAT BOOK 23, PAGE 69, 0.5 ABANDONED BY THE COMMISSIONERS OF PALM BEACH COUNTY AY RESOLUTION R-76-1004 AND RECORDED IN OFFIgAL RECORDS BOOK 2608, PAGE 1709, PUBUC RECORDS OF PALM BEACH COUNTY, FLORIDA, WHICH WAS 1NE FORMER RIGHT-OF-WAY U.S. HIGHWAY N0. 1, SAID LANDS SINATE, LYING AND BEING IN PALM BEACH ca1Ntt, FLORIDA. PARCEL 2 LOT(S) 13, BLOCJC 3, JUPITER HEIGHTS, ACCORDING TO THE PLAT THEREOF ON FlLE IN THE OFFICE OF 111E CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNtt, FLORIDA, RECORDED IN PLAT BOOK 23, PAGE fig, SAID LANDS SINAIE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA. PARCEL 3 LOT(S) 25, BLOCK J, JUPITER HEIGHTS, ACCORDING i0 THE PLAT THEREOF ON FlLE IN 7NE OFFCE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, RECORDED IN PLAT ROOK 23, PAGE 69, SUBJECT TO RIGHT-OF-WAY IN FAVOR OF AMERICAN TELEPHONE 0.ND TELEGRAPH COIAPANY AS RECORDED IN DEED BOOK 812, PAGE 50, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SINATE, LYING AND BEING IN PALM BEACH COUNTY, FLORIDA. PAAI~L 4 LOT(S) 8, 9, 10, 11 AND 12, BLOCK J, JUPITER HEIGHTS, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE gRCUIT COURT IN AND FOR PALM BEACH COUNtt, FLORIDA, RECORDED IN PLAT BOOK 23, PAGE 69, AND THAI STRIP OF LAND LYING IMMEDIATELY ADJACENT TO THE WEST OF LOTS B, 9, 10, 11 AND 12, BLOCK 3, JUPITER HEIGHTS BEING 4D FEET WIDE AS MEASURED FROM EAST TO WEST AND BEING 100 FEET LONG AS MEASURED FROM NORTH TO SW1H, AND LtlNG BETWEEN THE WESTERLY BOUNDARY OF THE SAID LOTS 8 THROUGH 12 AND EASTERLY OF RIGHT OF WAY LINE OF LLS. HIGHWAY N0. 1. SAID PARCELS CONTAINING IN AGGREGATE 0.94 ACRES, MORE OR LESS ALTA/AGSM LAND TITLE BOUNDARY AND TOPOGRAPHIC SURVEY FOR: SURVEYOR'S NOTES: SAIN ASSOCIATES INC. SHEET INDEX SHEET I -COVER SHEET SHEET 2 -BOUNDARY SHEET & BUILDING 11E-IN SHEET 3 -TOPOGRAPHIC DETAIL SHEET B RIN THE NORTH LINE OF LOTS 7-12, BLOCK J, OF THE PLAT OF JUPITER HEIGHTS, AS RECORDED IN PLAT BOOK 23, PAGE 69, PUBUC RECORDS DF PALM BEACH COUNTY, FLORIDA IS TAKEN TO BEAR SOUTH 1714'02" EAST, AND ALL OTHER BEARINGS SHOWN HEREON, ARE RELATIVE THERETO. PROJECT LOCATION SURVEYOR'S CERi1FICATION THE UNDERSIGNED HEREBY CERTIFIES i0 REGIONS FlNANCIAL CORPORATION, SAM -'ASSOgATES, ATTORNEYS' 1111.E INSURANCE FUND, AND REGONS BANK: A) THAT HE IS A DULY REGISTERED LAND SURVEYOR IN THE STATE OF FLORCA- CORRECTTSURVEY OF 1HE PROPERtt DESCRIBED THE EIN (THE 7ROPERTY") BENGRUE AND APPRO%IMATELY 0.94 ACRES AS FURTHER DESCRIBED BY 1HE PROPERtt DESCfi~P'10N ON THE PLAT; C) THAT THE PLAT IS BASED UPON A FIELD SURVEY MADE ON FEBRUARY 15, 2W7 BY ME OR DIRECTLY UNDER MY SUPERNSION IN ACCORDANCE WTH YAINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA RND NSPS IN 2005, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6, 7(A), 8, 9, 1U, 11(A), AND 1J OF TABLE "A" THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPIF.O BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED NRIHER CERRFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGSTEREQ IN THE STATE Of FLORIDA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NDT EXCEED THAT WHICH IS SPECIFIED THEREIN; D) THAT THE PLAT CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS STRUCNRES AND OTHER IMPROVEMENTS ON THE PROPERTY; 8) THAT THE PLAT CORRECTLY SHOWS THE LOCAl10N OF ALL EASEMENTS, RESTRICTONS AND RIGHTS-OF-WAY DESCRIBED IN THE TITLE INSURANCE COMMITMENT NUMBER C-71W0863, DATED AS OF JANUARY 24, 2007, ISSUED BY ATTORNEYS' iUtE INSURANCE FUND; ' F) THAT THE LEGAL DESCRIPHON SET FORTH IN THE TITLE COMMITMENT IS IOENtICAL IN ALL RESPECTS TO THE PROPERtt DESCRIPTION SET FORTH ON THE PLAT; G) THAI, EXCEPT AS SHOWN ON THE PLAT, MERE ARE NO DISCREPANCIES BETWEEN THE BOUNDARY LINE OF THE PROPERTY AS SHOWN ON THE PLAT AND AS DESCRIBED IN THE LEGAL OESCRIPIIgi Cf RECORD; H) 1HAi THE PLAT INDICATES E%IS11NG SURFACE AND UNDERGROUND TRANSMI5910N LINES OR UTIIJPES, OF WHICH THE UNDERSIGNED HAS KNOWLEDGE, SUCH AS NANRAL GAS, TELEPHONE, TELEGRAPH, IV CABLE, WATER, SEWAGE AND ELECTRICAL POWER WTH! ALL UTILItt POLE LOCATIONS WITH OVERHEAD WIRES INDICATED; q THAT EXCEPT AS SHOWN ON 1HE PLAT, THERE ARE a) NO NSIBLE EASEMENTS OR RIGHTS-OF-WAY THEREON OF WHICH THE UNDERSIGNED HAS KNOWLEDGE; b) NO PARtt WALLS ON THE PROPERtt; c) BYO ANYRBUILDNGS, STR~CNRES,P ORPO ER IMPROVEMENTS LOCAITED ON~THETPROPERTY~S OTHER THAN WHAT IS SHOWN DN THE PLAT, ~ NO ENCROACHMENTS ON THE PROPERTY BY BUILDINGS, STRUCNRES OR DRIER IMPROVEMENTS LOCATED ON THE ADJUNING PROPERTY, OTHER IRAN WHAT IS SHOWN ON THE PLAT; e) THE BOUNDARY LINE UMENSIONS AS SHOWN ON THE PLAT FORM A MATHEMATICALLY CLOSED FlGURE W11HIN 10.01' FOOT, AND O ALL ADJOIN NG PARCELS, OADSROHIGHWAYS, STREETSUDRSALLEYS AS D~SCR BED INNTHEIOR MOST RECENT RESPECTIVE LEGAL DESCRIPTON OF RECORD; -0 THAT THE BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS LOCATED ON 'NE PROPERLY 00 NOT VIOLATE ANY BUILDING OR SETBACK LINES, UNLESS OTHERWISE SHOWN; K) THAT THE PROPERtt HAS DIRECT ACCESS TO INLET COURT, A DEDICATED PUBLIC STREET OR HIC4IWAY; L) THAT THE UNDERSIGNED HAS CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM MAPS AND NAS FOUND THAT IN ACCORDANCE WITH SAID MAPS, P NEL NUMBER 12019201068, GATED OCTOBER 15, NO PORTION OF THE PR I S FLOOD HAZARD AREA. Z¢ 67 Q 1007 LBFN 4w. OAIE C1Y1TaN KNCdOCH, PSM /5057 TITLE NOTES CONTINUED FRW BELOW FBCHT: ITEM 10 -THE AGREEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 2960, PACE 1510 "RESERVES SERVICE AVAILABILITY FOR CONNECTION TO A WASTEWATER SYSTEM FOR PARCEL 1 Of THB S~RVEY SUBJECT TD CERTAIN FEES BEING PAID. ITEM 11 -PARCEL 1 OF THIS SURVEY IS SUBJECT TO A REMOVAL AGREENEt(T AS RECORDED IN OFFCIAL RECORDS BOOK J298, PAGE 1519, FOR REMOVAL OF CERTAIN CONSTRUCTED IMPROVEMENTS LKINC IN A POSSIBLE NNRE COUNTY RIGHT-OF-WAY. ITEM 12 -PARCEL 2 IS SUBJECT TO RESTRICTIONS AS LISTED AND RECORDED IN OFFICIAL RECORDS BOOK 679, PAGE 762, AND OFFICAL RECORDS BOOK 1660, PAGE 919. ITEM 13 -THE FLORIDA POWER & LIGHT EASEMENT AS RECORDED IN OFf1Cl L RECORDS BOON 15909, PAGE 1692, AND OFFCIAL RECORDS BOOK 15909, PAGE 1694 IS PLOTTED ON 1HE DRAWNG. ITEM 14 -THE RORIDA POWER g LIGHT EASEMENT AS RECORDED IN OFfICI RECORDS BOON 15909, PAGE 1690, AND OFFICIAL RECORDS BOON 15909, PAGE 1696 IS PLOTTED ON THE DRAWNC. ITEMS 15 & 16 -WERE NOT REVIEWED AND ARE NOT A MATTER OF SURVEY ITEM 17 -PARCEL 4 IS SUBJECT TO RESTRIC710NS AS SET FORTH AND RECORDED IN DFFlCIAL RECORDS BOOK 30J6, PAGE 1688. ITEM 18 -PARCEL 4 IS SUBJECT TO A REMOVAL AGREEMENT AS RECOR9E0 ,IN OFFICIAL RECORDS BOOK 3225, PAGE 209, FOR REMOVAL OF SIGNS THAI MAY FALL INTO A POSSIBLE NTURE COUNTY RIGHT-OF-WAY. ITEM 19 -PARCELS 1-4 ARE SUBJECT TO LIEN RIGHTS OF THE LOXAHATCH~4i RIVER ENVIRONMENTAL CONTROL DISTRICT AS RECORDED IN OFFICIAL RECORDS BOOK 4984, PAGE 1254, OFFICIAL RECORDS' BOOK 7048, PAGE 655, AND OFFCIAL RECORDS BOON 7787, PAGE 1712. ITEM 20 -PARCELS 1-4 ARE SUBJECT TO ORDINANCE 83-23 (FIRE CON1R0~ TAXING DISTRICTS) AS RECORDED IN OFFlCIAL RECORDS BOOK 8340, PAGE 1168. ~, ITEM 21 -PARCELS 1-4 ARE SUBJECT 70 THE RESOLU110N RECORDED IR OQFlCIAL RECORDS BOOK 1664, PAGE 216, CHANGING ROAD NAMES IN THE PLAT OF JUPITER HEIGHTS. all ITEM 22 - 1HE DRAINAGE EASEMENT AS RECORDED IN OFFCIAL RECORDS B OK 1683, PAGE 876, DOES NOT AFFECT THE SUBJECT PROPERTY DIRECTLY, BUT DOES BENEFIT THE PROPERTY IN YHE F~CT THAT IT ALLOWS FOR DRAINAGE OUTFALL TO TAKE PLACE GOWN EACH OF THE EAST-WEST PLATTED ROADS IN THE RLAT OF JUPITER HEIGHTS TO FLOW EAST TO "YACHT NARBOR° ANO OUTFALL. ~I ITEM 23 -THE RESOLUTON R-76-1004 A8 RECORDED IN OFFCIAL RECOR09 BOOK 2606, PAGE 1709, ABANDONS THE LANDS 1HAT FALL EAST OF LOTS 1-6, (40' X 100') STRIP THAT CURRENTLY I~ INCLUDED IN PARCEL 1 OF THIS SURVEYS OWNERSHIP. ITEMS 24 k 25 -ARE NOT A MATTER OF SURVEY ANO WERE N01 REVIENE 1) THIS PARCEL IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND RESTRICTIONS OF PUBLIC RECORD, IF ANY. 2) THE FlELO SURVEY FOR THIS PROJECT WAS CONDUCTED FROM FEBRUARY 15, 2007, THRU FEBRUARY 20TH. 2002 3) AERIAL/SUBSURFACE IMPROVEMENTS TF ANY WERE NOT LOCATED AS A PART Cf THIS SURVEY (W1TH THE EXCEPTION OF OVERHEAD UTIUtt LINES). 4) ADJACENT PARCEL OWNERSHIP INfORMATON WAS RESEARCHED FROM THE PALM BEACH CWNtt PROPERTY APPRAISERS WEB SITE. 5) THE SURVEYOR NAS REVIEWED ATTORNEYS' TITLE INSURANCE FUND, INC. 111LE COMMITMENT N0. C-7160863, EFFECTIVE DATE JANUARY 24TH, 2007, AGENTS FILE REFERENCE NUMBER GELJDU, FOR ALL ENCUMBRANCES, AND THEY ARE EITHER SHOWN GRAPHICALLY ON THE SURVEY MAP, OR NOTED BELOW UNDER `TITLE NOTES". 6) THE LEGAL DESCRIP710N SHOWN ON THIS SURVEY WAS TAKEN FROM THE ABOVE REFERENCED TITLE POLICY. 7) THE PLAT Of JUPITER HEIGHTS AS RECORDED IN PLAT BOOK 23, PAGE 69, DOES NOT SHOW ANY INTERIOR ANGLES FOR BLOCKS 2-5, 0.ND WERE TAKEN TO 8E 90 DECREES BASED ON FOUND SURVEY CONTROL AND A PREVIOUS SURVEY AS PROVIDED BY 1HE CLIENT. e) HORIZONTAL CONTROL WAS ESTAPUSHEO ON SITE FOR THIS PROJECT BY USING GEODETIC POSITIONING SYSTEM EQUIPMENT WITH REDUNDANT MEASUREMENTS TO ALL THE FOUND LOT AND BLOCK CONTROL 1HE TOPOGRAPHIC INfORMATION SHOWN ON $NEET 3 OF 3 WAS COLLECTED USING CONVENTIONAL LEICA TOTAL STATION EQUIPMENT. 9) ALL CALCULATED AND MEASURED DIMENSIONS SHOWN ON THIS SURVEY ARE °CRID MEASIREMENTS° BASED ON THE RORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MECATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, AND WAS BASED ON THE FOLLOWING NAl10NAL GEODETIC CONTROL STATIONS HORIZONTAL FIRST ORDER STATION "F018" POINT IDENTIFICATION NUMBER "AD8712" 1HE STATION IS AN ALUMINUM DISC SET IN CONCRETE MONUMENT STAMPED "F018 1992" LOCATED 0.7 MILES NORTH OF TEOUESTA IN THE MEDIAN OF U.S HIGHWAY N0. 1 IN SECTION 19, TOWNSHIP 40 SOUTH, RANGE 4J EAST, MARTIN COUNtt FLORIDA. THE STATION LIES WEST OF BLOWING ROCKS MARINA AND 331 FEET NORT'd CF MEDIAN BULLNOSE NORTHING COORDINATE = 862629.25 FABLING COORDINATE = 952476.74 NATIONAL GEODETIC STATION "7402° POINT IDENTIFlCATION NUMBER "AD8022" WAS CHECKED INTO FOR THIS SURVEY AS FOLLOWS: PUBLISHED COORDINATE FOR "Y402" IS ~JsS FOLLOWS: NORTHING 948885.11 FASTING 95147D.$3 FELD MEASURED COORDINATE FOR "Y4G2` IS AS FOLLOWS: NCRTHINC 948885.14 FASTING 951470.:12 THE SCALE FACTOR = 1.00004116 GROUND DISTANCE X SCALE FACTUt =GRID DISTANCE 10) ALL ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) AND ARE BASED ON A CLOSED CONVENTIONAL BENCH LOOP FROM SfCOND ORDER CL95S 1 NATIONAL GEODETIC SURVEY CONTROL PUNT `MAR 10 FLDNR" POINT IDENTIFICATION NUMBER "AD6243". THE STATION IS LOCATED 1.65 MILES NOR1N ALONG U.S. HIGHWAY N0. 1 FROM THE BRIDGE OVER THE LO%0.HATCHEE RIVER, AND 78 FEET WEST OF THE U.S. HIGHWAY N0. 1 SOUTHBOUND LANE AND 2.2 FEET EAST OF THE SOUTHEAST CORNER OF A 6-FOOT HIGH CHAIN LINK FENCE AND APPROkIMATELY 450 FEET NOR1H OF THE MAR-N/PALM BEACH CFUNtt LINE. ELEVATION = 15.03 FEET (N.A.V.D. 88) 11) NO BUILUNC SET-BACKS, HEIGHT RESTRIC710NS, FLOOR SPACE AREA RESTRICTIONS HAVE BEEN SHOWN ON THIS SURVEY OR WERE FOUND IN THE TI1LE RENEW. PER THE SURVEY CONTRACT NONE WOULD BE SHOWN UNLESS FOUND IN 1HE TITLE POLICY. 12) UNLESS 1T BEARS THE SIGNANAE AND ORIUNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 13) PARCELS 1-4 AS SHOWN ON THIS SURVEY LIE IN FLOOD ZONE "C° (AREAS OF MINIMAL FLOODING) ACCORDING THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP -COMMUNITY PANEL NUMBER 120192010fiB, REVISED OCTOBER 15, 1982. 14) THE TOPOGRAPHIC PORTION OF THIS SURVEY IS INTENDED TO SHOW ALL ABOVE CRWND IMPROVEMENTS ON THE SUBJECT PARCELS AND ALL ADJACENT ROADWAYS WITH SPOT ELEVATIONS SUFFlCIENT ENOUGH TO SHOW A 1-FOOT CONTOUR OVER THE MAP. Bil£ NOTES SCHEDULE 8-II ITEMS 1 - 4 -WERE NOT REVIEWEC ANO ARE NOT A MATTER OF SURVEY. ITEM 5 - ALL MATTERS CONTAINED ON THE PLAT OF JUPITER HEIGHTS AS RECORDED IN PLAT BOOK 23, PAGE 69, HAVE BEEN GRAPHICALLY SHOWN ON THE SURVEY. ITEM 6 -WAS NOT REVIEWED AND IS NOT A MATTER OF SURVEY. ITEM 7 -REFERS TO ORDINANCE N0. 546 OF THE VILLAGE OF ffOUESTA ANNEXING INTO THE VILLAGE PARCELS I-3 SHOWN ON THIS SURVEY. ITEM 8 -THE LIMITS OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY COULD NOT BE DETERMINED ON THIS SURVEY. THE DOCUMENT DOES NOT GIVE A LEGAL DESCRIPTION FOR THE LOCATION AND IS DESCRIBED AS LYING OVER. ME EXISTING CABLE AS LAID OUT AND IN USE AND THAT ABOVE GROUND PEDESTAL MARKERS WERE PLACED EVERY 300 FEET. NO ENDENCE OF THESE MARKERS WERE FOUND DURING THE FIELD SURVEY. ITEM 9 -THE URLITY EASEMENT RECORD IN OfFIgAL RECORDS BOOK 2608, PACE 1712, IS PLOTTED ON THE SURVEY. (SEE CONTINUATION OF TITLE NOTES ~ THE LEFT) CONSULTiN¢ CIVIL ENGINEERS ~~~ ALTA/ACSM LAND TIThE p,~ srovw VERIFY SCALE ~ , SURVEYQRS 4 MAPPERS seAl,: n/e BAR Is EOVAL To ONE "p17rhLOts For Resutts, EOUNDARY AND TOPOGRAPHIC SURVEY FOR: comp. By cNx CNK INCH ON ORIGINAL DRAWING INC. ValvAj By Design' Q}I9d1 CHK AEWEa aRAWM'G PER nRad1EYS CAAVAENR LEHfA. CNeeL By: ce F1Me s D 11~~ I A 6gie D,ginaeNmj CwnpOrt/ INC. SAIN ASSOCIATES osam cnx nDCeo an4Ea sumFxozs ccenrACniroumoveD ~Ga+oros~FSaANns. r Fe waau NV ADJUST ALL SCALED 3550 S.W. Corporate Parkway, Palm ty, Florida 34990 , 'TE UESTA GARDENS" oaoxm cnx eEVaeo aEaeueu~scawnDas, aEVS[n sulnEV rrorFS, LEGEUO. nuo WEWGCiI.'snEAr] (Po9r v.o DIMEN910N5 ACCORDINGLY (772) 286-3883 Fax: (772)1286-3925 lbfh com BPR k FBPE Ucense No: 959 www O]+F[CIAL BSAL Q DATE BY REVISIONS Find Doty. SLI EraTH . . P~.IECF Ne: 16227 SHEET l OF 3 PJee )Io.le'1 • I T ,~j N t, Z JEFF CFLMAN 5 FLORIDA PONEA & (O.A.B. 16446, PAGE 716) 11CN1 EASENENi ) IOEN71F1CAOW UNREMABL£) FWND PK NAIL~DISC -120.00'P _--/ 694) 5' RORIDA POKER § UC41i EASE1AENi ) SORB 15909, PAC{1690 (OR.9. 16446. PAGF 718) )_______ - FWND PK NAIL & DI' (NO IOENOFICAIIW) Rr~ •} - f - 0.4 Wy \ FOUND PK NA0. (NO DISC) p 1.5' tA' o FWND 5/A' LAW AOD (NO IOEN7eICAiiION) N NOR7H LINE Cf LO15 ~ PUIIEa AMETWAY N (NO IOENIIFICAPd1) t-12, etas 3 \ (BFARINC BASE) ~0j". tar \ (D.I' sWiN, D.I' NEST) St7'14'02"E 210.00'(CxP) ~`w,/ • n li m p J a' n 2007 IBFN Me. ^l~ LOT 27 ~~~~~ LEGEND ~ ~ = qJY ANCHOR ®= SANITARY SERVICE ~ =WOOD POWER POLE ~= CABBAGE PALM TREES LDr la -GHU-= OVERHEAD UTILITY W1RE5 ~ = FlCUS TREES ® =TELEPHONE BO% ®= WATER SERNCE 4 20' 40' ~! = SICK ® ~ =DRAINAGE MANHOLE - FlRE HYDRANT ~- SNw I' ~ p =MAIL BO% D0=SANITARY GATE VALVE ~= BENCHMARK ~= WATER VALVE ®= ELECTRIC METER BO% ®= WATER METER ®= ELECTRIC SEANCE p =CATCH BASIN (C) =CALCULATED (0) =DESCRIPTION ___ ___t= BURIED TELEPHONE (P) =PLAT ___ _ =BURIED FORCE MAIN O.R.B.= OFFICIAL RECORDS BOOK --- -= BURIED WATER MAIN w~ - -SANITARY CLEAN-OUT t0T t5 ®=SPRINKLER CONTROL BO% ELEV.= ELEVATION LOi 22 ~ =UNKNOWN TYPE OF STRUCTURE ENT. -ENTRANCE (PO$sIBLE GREASE TRAP) BLOCK 2 R.C.P= REINFORCED CONCRETE PIPE CONC=CONCRETE - ti C.B.S=CONCRETE BLOCK STRUCTURE L0716 2' D 2D / FOJND 5/8' IRON 800 NO OENIIFlCADCN ( ) I Fawo s/a' IRON Rao (NO IoENnFrcanoN) g ~ LOT 23 LOT I5 ai is NEST 4D FEET aF eR I LOT 15 I i TONY HANKEA BLOCK 3 Fauxo s/a' TRW Roo / (O.R.B. 17214, PAGE 1256) & CM 6TANPED 'LB 54BY v BLOCK 4 I ~ 3' WOOD FFNCE LOT 14 S L07 24 0 o LOi 14 ~ I DENNIS R PHILLA ~ (O.R.B. 75764, PAGE l7)8) FdaD 5/0' IRON Roo 5/8' IRON RW (NO IOENIIFlCA710N) (NO IDENNFIG710N) -17.0 (a2 tlVEST) 1.Y L_ SI7'14'02"E 210.00' C P ttaao P 12a.oD'(P) a a ~ v i.6 8' CONCAEIE BLOCK WALL I APPARENT USE' v 'APPARENT USE' I (01ERIEAO UIIUtt O e (FENCE AREA) CRIES) O PARCEL 3 o PARCEL 2 ° ~ LOT I3 Lar u - Lor 23 STEPHEN C. TRAPANI Loi 2s g ; w N Lora NORMA CROSS (O.R.B. 7098. PAGE lase) JEFF GEIMAN n ~ (OR.B. 8660, PACE 0258) NOTE; RIE PU7 OF .NWIIER HEICNrS DOES NOr SHOW ANY INFERIOR ANGLES OR BEAPINCB FOR THE BLOCI(6. BLOCKS BEARNGS BNONN AflE FOR PNCUUR REFERENCE AND OISTPNCES SHONN AAE CWPPRED TO PUT Fdt REFERENCE. BLOCKS AAE 90 DEGREES BASED ON FWND SVRN:Y CONTROL AND A HISTdi1GL SURVEY PRONGED BY THE CUENr. 20'(P) pp~(p) '. _. _.. Zd(P) . p,'~0.(P) 20'(P) Ya'(P) 20'(P) 10.0' tE HEIGHTS ~ 36.a' I, AGE 69) BLOCK 3 I U.SI TE TA LLC (O.R.B. 2a B, PAGE 1026) 0 0 I I ~ I o ~ o PARCEL 4 I ~ 36.0' I - 1DD'(ogc) - I ~ E%ISTING BUILDING ~ (SEE SHEET 3 FOR DETAILS) b d I.--4 CHMN t1N% FENCE o p .___-_-___--_ ~---------------- --------- toD'(Dj(c) np,ar' au---au-_--aerVf- I // aU FWND 5/B' TRW ROD (LEANING NOR1H) (NO IDENNFICAl10N) U.S, HIGHWAY N0. i (STATE ROAD N0. 5) _ - ~- ~-- --- a ] BLO K 4 U ~O E u a z 8 I SAMUEL L GNECKER N I (DR.B. 2052 PACE 873) 3 I n lV n h I i I 20 20 6.Y _p,W~_pµ__ __ary_.__ryµ _a~__a,y__ay~__ayt__gy}__ay FWND 5/8" I ROD (NO IOFN71FlCAliW) -- CNIe: Wa7ro7 VERIFY SCALE Style: w BAR IS EQUAL TD ON c,,,,R Po, cNK +x INCH ON OPoGINAL DRAWL t:hxN Br. o Gfi ld B F 0 ~ 1 ,e ie F.B.-olPolU k9. ADJUST ALL SCAIID P"~ 2a» OINENSIONS ACCORDING DATE BY REVISIONS FNM Dora: Nor coNSUI.nNG clue ENCwEERS, ALTAiACSM LAND TITLE RAOJECT xa SURNFYORS 6 MAPPERS "Partners For Results, BOUNDARY AND TOPOGRAPHIC SURVEY FOR: 16227 NG A ~. EnyaaeHA q ~N~Rr VDlue By Design' SHEET 3s50 s.W. corporate Parkway, Palm city, Florida 3assD SAIN ASSOCIATES, INC. 2 OF 3 (772) 286-3883 Fax: (772) 286-3925 "TEQUESTAGAR-ENS" LY BPR & FBPE Cicalae No: 959 www.lbfh.com E I by M1a ,)' ~' M1' 1 LEGEND Z i ~o ~( =GUY ANCHOR ®° SANITARY SERVCE ~ ,P p 1 M1wp i a a ~ ~ t y M1C ," Q =WOOD POWER POLE *= CABBaCE PALM TREES a ,-_-- ~ - -OHU-= OVERHEAD URLITY W1RES ~ = FICUS TREES :10 o a ~ " I EXISTING RESIDENCE EXISTING ftE510ENCE ,_6-~'' I , / ~~ ®= IELEPHIXJE BOX ~ N I /1 (FINISH FLOOR ELEV. = tD.64'j" ~ : ~ / ,5r ®=WATER SERVICE \ ~. a ~ (FINISH FLOOR ELEV. = 9.40') h e, ~ r \ ~! =SIGN NHOIF ~=FIRE HYDRANT l ~ ~ \ 0 < : ~,~~` ( a I yp ".S ~ =DRAINAGE MA ( ' 0 ~ I 3' WOOD FENCE I _ CONCRETE A°j I tr r~ ~ q m' Ko' = MAIL BOX pd =SANITARY GATE VALVE ~ e I ( / 6' CONCRETE BLOCK WALL DRIVEWAY a - r r-~' ~= BENCHMARK ~= WATER VALVE y W ,, _-- --- t 0 Q9",1- _ - ba ~ba ~ oe h 9 1 I Smk: 1. ~ ~~ ®= ELECTRIC METER BOX ®=WATER METER oM1 b ~ ~ g " ya r ~~ 9~ 10. fi~ , >.~ y5 f ~M1 ~ ®=ELECTRIC sERNCE ~ _ CATCH BASIN ! ~ py i 4tr al 9 ,_ tyyy IMF ,e' f (C) =CALCULATED F= BURIED TELEPHONE ry ~ . ,. .. -~ ~ It - (D)=DESCRIPTION ___,_ CONCRETg~ 4 rA ,.,.,~.~ .y . _~".~_.. .,_.~ _.,~ ~ ..,.. -,>..., ,, ,.~- yv _ w ,. y .___ .v A ., a..:: 'gy (p) =PLAT -- m- =BURIED FORCE MAIN DRIVEWAY ~ 0h w ^ ~.. p ~ ~ 0 9 y cy O.R.B.= OFFICIAL RECORDS BOOK =BURIED WATER MAIN ~ ,9' ~ ; I ^. SANITARY GLEAN-OUT 13 ~9 Dry ~~ ~~~ND ND.u osc h ~ e EOGG\Of PAVEMENT yh 9ti^0 ~ ~~t 4`~ ®=SPRINKLER CONTROL BOX wp~ - 9' (Disc NOT READA9u: EEEK~•IO 2-) o" I op of ~ a0 ~ y° ~ x ELEV.= ELEVATION 0 =UNKNOWN TYPE OF STRUCTURE w \ , « « ENT. =ENTRANCE (POSSIBLE GREASE TRAP) P 9ye ~! ~ ~ I /ate " ~ y : R.C.P ° REINFORCED CONCRETE PIPE CONC =CONCRETE °~ ~ 3 ~°' unutt EASEMENT 1U1rottEAsE~+T ° C.B.S. =CONCRETE BLOCK STRUC7UR€ / IDA PowER x uCr~ ASPHALT PARKI \ ASPHALT PARKING (PLaaDa PONS 0 Ih lp ~ Pn~e~ W Dlec yN ~ ~ i~ ,o ~D.R,R. Issas, PACE lest) -(~10 $~IPNJG) ~i~ `\ (NO STRIPING) \ (o.R.e. lssoe. vAae Is (NO ID[unecAnaN Luv.-lass') °~ §~ ~ -_ OR. lsswrP.coe ~A2 __ (a R.e. lssos, PA¢ISeo) -- -~ __ -- -- -- ---"---- 9' a' / \ ~ by ~I)` J ~ --~---- ~ --- ,-- ~~=-.` r-------- ,~ q oM1~ 1^°~ NOTE: DAAINAGfi SrYSTEM \ \~__J ~`p'"~^--F - _r_--r ~ CONCREiE~ 0 ~ I ab, ~« ^ e. o ~ ~ ~OOES NOT HAVE^V?JY APPARENT\ \ I _ _ ^ry9 - yATH TNO ST~ r ~ o WAY TO OUTFALL o9 ,~.'\dh ,~ ry"'` I^ ry ____` '. ' -~ ~PHAL'I`DRIVE- -\ 9 ` ^ EDGE DF,.PAVEMENT AND DOOR ENT ~ ^ z ^o" p o ~' W /r ^hh 4 ^ ~`~ PRDPERIY,BgUNDARY UNE \ ,yq yh ^^r^12-ryh-~~`_ I ^9y 0 "' ^ ~~" -~I-__ __ M1 \ / hp s S y l a ~ 0~ t ~ ¢ I ~ ~.~`' ... ~ 5 - 'r' '~ ha i h N 5d « I r p~ ~TZ 0 / 4 ~~ h M1 oh ~9;' 9 ~ h~ ~ ~' ~ h '1 ^ O ' i ^`'^ 2D wy. ha h"' ~ M1, i7- _ ~'v `/ i ,~ q ly 4'1 0 0 lea IM1 - `b ^ 1 / ¢yw / 1 UNDERGROUND LP~ ~~ ' I yy 48.5 yp d' I ro ~ v ~ w ~,e ,-~Q' GAS TANK y~ nM1 ( LwQNCREIE AiR 4 q I w h'K `.. _ Ip ~ Y_ o ^v ~ ~ w ^ / ~+ . ^O DITIONER PAD ~ ti ~ y N1IHCDOOR ENDT. tih ~4I .1 1~ r _ ~~ I w ^ r b' Ip CATCtI BASIN 'y°~ ______-~T~ BASAL /. ~3~^-~- 00 ~ • po °y / ah Ae ~ ~ 77 ~ ¢ ~ I ( ~ w° fjNG ELEV. = Y21T RIM ELEV. VARIES ^ I ~ 1 STORY ' Q~~^,r~4,: hA ~~- T N r : ~+ _ {I ~v r^'S ^a~ 15" R.C.P. PIPE (11.83' WEST SIDE, ^e p ti ° COMMERCIAL a ~~ a b N y a a ~ ~ $ -~ T r r (N0. 1NV. ELEV. 8.82' 11.60' EAST SIDE) ,y I ~ ~ ,~ ° ~: -13-~T- gv ry / ) \~~!' ~ BUILDING '. z a \ ^w I ~r i (50. INV. ELEV._8.97) " ^ m ADDRESS )Jt962fi he '~ / a a \ l9 I Z y~ r ^/ q 9 \ T ~'~ / N \ ~ /U z ~ ;; ~ /) ~ ~ ~ ,/ : // ~ py +p .^p 4' GNAW LINK FENCE +,~ tiq" FNISH FLOOR ye` ^'oV ~ /°q ~ xy ~ ~ . ~ 9y ~' ^ y ELEV -14 44' > > y T y' r ," e n < r I was \ a ~ ; i ~ ~ ' I '. u ~ ; yy 1 _ I p'D CONCRETE AlR y ^, h /.. >r\ ~ ~ ~ O i =' / ~ ~ ~ LTFT STAIN;' ~ ~ I by ~' ~ CONDITIONER PAD ( 4: ~ f i p ~'v i ~ ~, ~ / !5~.../ ELECTRICAL NEL ~' `pyh ~ ' pP ^* 5` o >9 ^ a ~ ~ / o ~ `48.3. ,I / w ~ ( 7h y M1y I M1 - //,T~~/ p p1~"" MENT USE' :y, " ' y. ~ ,(Th,, Ah y, 3..... ^: 1yI'~/. O - i I 'DEAD END' 6~ \ ~ 0 p'o„~y \ y - 5 KKIYIfNG 'p 9 / r ' /7~ __ ta/ ' ~•/d/ ~ __ i ~ ~ ./ ~~ J - } I \ `. 13' ~ L1FT STATION ~y e ~ p~M1p ~ ti4 V14 `p!~ ~ y ~ r\yl .g y~ TOP ELEV - 164fi' y~ o ti ° a I5-~P ERtt BWNDARY uNE ~ e p CONCRETE SIGN BASE r ~ M1 ^°+' o~ e BOTTOM ELEV - p03_ A ~ y --yti ---_- v we M1 ,-- __ -16 d°`~ I ¢ ASPHALT PARKING 9 ~ ~ ,; h r'' w 0 «gi0 Untltt E h 6' M1 9 1a W \ ~ ' I w ~~ (ELaRIDA P a uwp y' ~ I"' ~I 8I PA KIN ACE ~ rvr - \ ~ ' (a.R B rieae, PACE 1712) 2° STEEL POST ,~ -L---~(NO ANDIC~SPA~-~ ~ / V' 'r ~ RAISED CNy'C. CURB k ~p °~16 ~ (TYPICAL) i II, d / e per, '' ~-\ \ tp A QG~I~P~YE6iE J~J_ ~ ~_ _ cD+~ y`° it r __________ ~ ~` ^ r ;~ 67 yh 0 h , b ~ ~p ~ y~ ,~ M1 y . ~`{ . , .... _-.. ., M1a ~ „y 0~ ¢ RAISED CONC. CURB 8' CONCRETE WA~K \Ay~ _^yy y G~ } ^~S\ RAISED CONCRETE-G41R8--B'~0 BETE WALK A~ ~vI_~~ i®'~ "ye ~ - «by RAISED CONC. _CU_RB 6 M1M1 ~,M1° 6 «_~ ____ ~__~-__~___~__~__ __ ^ ~UM1p y - 1 h ~ 0 h I 0 y y- B- - S M1 M1M1 9 M10 M1 __ /_ p___ ,~ 17~ o- p ,M1 s~ ~ M1 /o° M1 M1 y h n NG > h ^; a '~ -b. ,~ ,0 h e e ro goy a M1 7y^' o y a ~^ µ~~ e 1"s„wdM1' yy M1_6«~ a~M1y ~- awe M1 ^%`e. °' a __" ~ yr ~4 ~ m ~ o' ~gf~a~~py a ~_a„r. M1 ~~ ° a~ aM.4~ TYPE 'F' CONCRETE CURB k GUTTER ~' _~ s ~~ _ .g wu _I~w _ _ n . 'gM1~~,lB ~y .1~~ '.'Gp ~ M1 r~ wu- wu-~-w +r~''"?wng 'a0 - n4-;-,w... w4 ~aw-1 .._exw- s..,ry 1pw- I• ..:~~ y@ ~,~.~6' CONCRETE WALK :. -[b' b ^ 9M1 _tM1ywy_ M1 ~` ~ - - 1 M.t.M^- FNS' Ea . ' h ;n qrM -.w w b ~44` ~ ~ OhU C ~` ~\ 0 G~ tt y" •.. ~, - y a y.: ~, ~ ^ TYPE 'F° CONCRETE CURB & GUTTER .~ ,y.r ,M1yb 0y ya I` 'i yp hM1 M1y ~ ep ~ p9 yy '~ hh 6 a 0 M1y~ '' q fi` ..~-.: h M1 , ~ 4~: y y^ : : yh:~ ~,e-~-ry nom' a c y y ~ M1 d' ~ _' ~ ' . ~ ~ ~ P EOCE OF PAVEMENT M1~ e M10 Ay ~, moo- s _7e__-~ ,D _ ` ^ --- yh __ ____TRAFFlC STRIPING _ SIGN °ONE WAY _ a __ ___ _(NORTH BWND LANE) y0' ______LL P TYPE C TCH BASIN RIM ELEV.=16.73' ~ CUj(B-CDT & OLD ENTRACE TO PROPERtt TYPE °F' CONCRETE CURB & GUTTER (NOR'(,H BWNO LANE) ~ EDGE OF PAVEMENT a "P° TYPE CATCH BASIN RIM ELEV.=17.23' '~1g___~~A~ TO SHOOT INVERTS) te'a'' ~ yy _ 9`'--- a\, ,~' s (UNABLE TO SHOOT INVERTS) ___~ ----_____-' TRAFFIC STRIPNG y' ^ =_~___~____ _ ___ ~ ,p !~________ ___________ ___-__~-___ - ,9 f I9 __ qq1 TRAFFlC STRIPING i rm ~ 0 (NOR1H BOUND LANE1__--' 4 "? I 9'?0 b a.~h a ,^~ _TRAFFlC STRIPING _ .~ ___ _ _ __ 4 __ 4 1_-- _ __ e w A'b.80, 100 h"-~ _ __-- , ^q~^9 ~ ~ 9~ ~5 M1 e~ey hoyy a ~+. , ~> _ 'y yyy q EOCE OF PAVEMENT TYPE "B" CONCRETE MEDIAN CURB. e4, TRAFFIC STRIPING (LEFT NRN LANE) ho Thy 4 y, .. `-- ^ . -l-l• )... --~ - .' r, ~ . -.. ~ - "~ ,,. , vk n~ h9 . ~r,_, ~ » - ..~„ z ...:..... ,:.,, .,. .,.. EDGE OF P ~, ,. . n,h ah :.::, roy 9. TYPE "8" CONCRETE MEDIAN CURB CON ETE MEDIAN ~ M1.. b EDGE OF PAVEMENT U.S. NIGHVYAY NO. 1 CONCRETE MEDIAN AVEMENT ha (STATE ROAD N0. 5 40a7 IBfX De. CONSULTING CIVIL ENGINEERS, ALTAlACSM LAND TITLE x tcT N ~ -•- Dau: afoum VERIFY SCALE SURVEYORS & MAPPERS ~~ r ¢ w: _ 6mM: wa BAR IS EDUAL TO oNE "PaTfners For Results, BOUNDARY AND TOPOGRAPHIC SURVEY FOR: 1622 Comp et ~"K CHK INCH ON ORIGINAL DRAWING INC. value -esign' SHEET CMck qy; la a ~° o ^~ 1 A Boyle EngineMng Company SAIN ASSOCIATES INC y: Fx miar43 ra ~ ADJUST ALL SCALED 355D s.W. Corporate Parkway, Palm City, Florida 34990 , . " " 3 OF 3 saoa p ~ DIMENBIONS ACCORDINGLY (772) 266-3883 Fa: (772) 266-3925 lbfh 59 w TEQUFSTA GARD)sN5 E BY . REVISN)NS ppy; sEe ND w .eom BPR 8 FBPE L¢eDSe No: 9 w. - I I I 'I i • ~ I I~ _ I 1 I a • s m s lb) 4.4 4.2 04 3.6 31.2 ~ n~ Y L `T' Y n8'-10" 2' 3' I'-5" 1 A4 i ~ m r A3 I SHELVING FURNISHED BY dWNCR amo INS1ALhD F1Y GC (FASIFNN i0 WALL) n5 ~ _ O W~~ -_ A4 1 A 9T x J 1 4s E LINE GF ARCH- A804E E' _n- NOTE I'-s, 1. BOOT AlL OGA'NSPOU75 (EXCEPT ORIVF D'ND SIDE) UNDER CONCACf( WALKS OR NNOSCAPIrn, IHAU 10 FACE OF CONCRETE tA1P.BING. I I I I I I 1Y-S" J'-IB° 3'-Y 14 1 Ba'-1• Y-6" ~n-,._~ 27-9 3ilfi" ~ 22' S" 10' 4" 54'-9" I I I 1 2'-il" I I I'-ii 7/2" 1-91/I " ~ 7'-G" i 8'-6 I/2" 16' S/8" I '-fl 9/10" Y-I }/16" 10' i I/ ' ~ g~_fi• p~_g^ 3•_H^ 2' g^ g'_0° '_g" g_fi° }~~.fi• g•_}° ) I 1 i 1 LINE OF CONC LURE -RE'. CI I IL I I C/iEIE W p ~ ~ I®7 FORNIEHED 6Y O N ft AND IN57ALL BY C l _ ~ _ _ WALL GABINL7- MmU 7 ®7'-0" A.F,F. - e ~ ~~ I s 12 y Ds , ' MEN 1 H I _ H_ WIDE BODItO P AY ' ft RFY HLUA W TH 113 IJ i y ery a VAULT °, ~ ~y ~ 7 IB A . DE OSI D WI N EOJ~PME i VE I OOR CANOP{ A LINE Of D IVC i U L I '' I J ~ 10 ( \ 9 II e yE ~6 M CH t - SEE NOSE N0. 6 3A I Al r v F~ 8 ~ ' -~ CPo ~ 106 }' 'HIGH (A Oyf OP s o y N ~ tl2 I ~R I-~ ON 2 ~ ~ ~~~ OF ISUNO) PI PAINT SAFEP' ' EI E LO l1PAD. UNE OF C B Aid r ST N REi 1V~ i U 2 fVORK RCICIM 91 - Lg - 1111 ° " v ~ (iYr ICAI Al A WITHOUT OOW I5, N6, US HIS A REFER i0 - iRJOi RAL 1 1 9-8 17 . ~~ - ENG OF ISM ) V~MI:N 1 I - 9, ~~ n ~114~ V 1 -~ AE', DEi. [/AI ~ I N ~° 7 ~ 9. E. - ~s ptP ~vz~ 5 B 3 IYPC 'B' 7 3 An CONCAEiE AE CIVIL UWtl 5 I . B, le AI Al ' ' . AI _ _ - 18 _ cy5 " __ _ _ _._5 ttP A 116 ~ E A7 8 I 9. i n ~ / / '^ \ ~T T 1 N MOJ 1JR W/ n9 N/0 1YJRK ~ -. ~C G 0 1 QQQ555~~o o ~ J ~ - _ ' " 1W1LJdWNEELORPl FURNISNN AND INSTAL! E ~ _ LOS r _ ~ ~' __- r L ' ---I I _ - ~ ~_~_ -I ~~ ~~~ ~- 13 0~ i u I J ~ j4 Er 6riNEH _ _ -'~ I z~ ~ ~ 6 < I T ~ _ I DEFILE I (SEE CEiAIL 6/A74J I - I PNEUMAIIG ) lll ACCCSSIBLE ~ 5 I ~ ~ I m SERVICN I ry 19 I, couNieR II i~ TELLER COUNTER I I I ~ ~ DRIVE-uP BANKING EOUIPMEM I i ) uC RE DEl41L I/A-1g II I' t in _ RAISE 10 9AME NEIO RS Y YL ~-G SJN BOFRD PURR IX/JM E I I I i J c ~ 1 Ai AS V ttP CA 1 i I 20 ABNVE rYP 80.80 i~ I I ~ , < l . . OFFICE'. I STOP Ai 1 0" AF-F-11 LL8 SE DLIA L~ I ~ I I ~ e ~ o) ~ STEEL PIPE. m o ~NDiG GC 7d I ftI~' L CHFCNEiANd RE DETAIL a A-9 7 / I I OUN'NG I 10 I IDBBY ~ II ~I AI I _ BOLLARDS - o PICPL - AiNi S4FEtt YELLOW AIM iYP BOLLAd WITH CB E6 E IPM, e 11," i IDa J TEL I I 3 $ ~~ -ALUM. SiOREFAONI li ~ PAHIIOON I r 104 I N N I I I VEST [BOLE ~ r ~ RE GET. IklO/A-8 I ~ ~ ~ ~ \ III O ry ,t'- I B" '~s lt5 6-5" I ~ I ~ IB ~ ~ a ~ __ __ __ ~ ~ ~ J c 4 aPlE ~~ 2 n . I I ~s BLINDS INCLU01 _ I G- I I ~~a, ~ UOOR h 7RANSOU irP. Au INTERh7R ozs WORK RDDM :; ~ t03 P I a ~ ,a I - v, (rt P 1c 'I 1 A7 / ~ ' ' - I OFFICES CDNfERENCE OFFICE 102 ul 6 4 9. All ~ 9 I _ TELL ER w;NOOw t1NE a COKCRFIE ' m k~ µ, M F 101 ___ _ ___ ~ VERI FY W/ EQUIP. STAB AEF Ai DAIVF-1NRU ER i0 SiRUCiUAA L ~ ~ ~ -- r ' " -- - ~_ vEND OR - - - f _- I 'tl' ~ ~ 70' '0'-i0" 7E'-5" 1 5 7 ='0' N1CH fABWE 1 I AB PIPE BOWRD PAINT 3' 16 -10° B~ 4' 8' 8'-4" 20~-i" $7ELl BOIURD ( (TYPICALLY 2 A7 AlL'~. B I/B" y_0' R0. N-O- COLUMNS, BOTH ENO 19'-1 3/4' 41'-II }/4 12'-9 1/4' 27 5' IA' 4" LINE df ARCH ABO`h I IB -10° ~Y / DN 2. OChR NUMBCR IYISH 4kROw Q-- ]NDIC0.7E tHROBCH-DOGH uiCwER }. cG Io VERIFY BMCKE[ Rm'uis 5,1 5 ~4 ~ 3 2 ANd m INSIALAnLKV REa'M1s w!Ci?RE Pu. 2'-A" 2'-8' to FLOOR PLAN ue° _) -0^ '4 o ~~ __ ~ ~ m NORTH I i ml i t 6' 'I-3"- ~6" 1 x TOTAL CONDITIONED; 3,675 SQUARE FEET ~ ~ o- TOTAL UNCONDITIONED; 1,947 SQUARE FEET (INCLUDING DRN'E"UP TELLER AREA 1 ~ 16.1 I,_N. 6" TOTAL UNDER ROOF; 5,622 SQUARE FEET (INCLUDING DRIVE-UP TELLER AREA) TYPE °A" TYPE "B" O ENLARGED ISLAND rrz°= r-o" ~ A 4 b3 i ' m DE IsuNO; su[N vELmw suNBS wITN ~_ X ISlANO I G.J. I E, 4PPLIED VEAiI(ALLY OR HOR4ZCNiALLY 1 LAYER 5/6" GYPSUM HONiD SCREW AIIACHEO ID 80tH SIDES OF 6' IJCiAI S1UU5 72"O.C. m REVISIONE: N0. Q4iE PEMMNS ®REGIONS GIONS FLSE06211DN NVrr (a cAwu sr. 70ESiA. Fl 2007 - REBEMES a owEn alGlns THESE OOCUMENi3 NAl51iE (IR I wH~cH IHEV wEaE ~ar:ooocnoes, i PS$IGNNIEMSME -AACi nMOUNi wlu AE PROJECT NO: 2007,0318 not Nm AcduAIMiNG Hate. al~a2~m R AEOUIREMENFS DA suPaLlEe. Gc. FuRNISHN a INSLa>fd A ~ IOFINGJAIR B4ARIER w/ Si0 GOLD TER aN dursmE FnCE of cMU rttPl • ` (EIFSMIR ~ _ ~ CNECNED'.l~s ~ ` INTCRPLAN - - - ARCHIiECiURE _ ENGINEERING MEN la - ~ -- 3 I Ivt 1 S FFII INTERIOR DESIGN 113 na , a eE a e a AEF. PRGJECiMANAGEMENT ~16 1} - AA 003420 iA-2 , CA A660 _ - -- [4 F u ~NER _ A F Nh ~L7 TAY - I/4 FuIME~sSS MIRROR ABOVE SINIf 9331EF ROAD. F6t51 FiCgR •1 LAV JAN. )4 WIRE FRAME SNCLVIHb ORLANDO, FLOAIDA32810 PH 407.6Q5,0008 I ItZ d l1ftNi5HE0 BY dwNER FM 407.629.9124 ;iA-5 ' vzs f @ 2 m ~ V 115 ~ 1 , ',15 ~ f ~II` YDNEN' , ~ ' OI~iLINE OF SOFFIT 114 T ABOVE ®A -0' a F F. 8 STDR Ii6 ~~ ___ _-- 02 ENLARGED PLAN ua^ = r-o° I CONSOLiANI T l uwlntRtePllm sa~~is s1K-.vlpECiwsawv.\s~e~ereta»,nari.ouc il6=f-a muu ROIRO'. ~0ty1/Di Mi9.u .~~-A\~CI KBV~\Yd1Nie\4MI~UiR1G rlB'-i'-!' tvµ4 • • ~ W 4 z la z C • la ly e 7 O'HAGIN'S CLOAI(ED VENT 11LE - sEi PRIMARi viNi m eFD ar ASPHALS ROOF GEMINI. WINO (,YIP HOOKS SMAIS BE fULIY ENGWm UNDER NfAD DE PRECEDING i!lfs. PA7M i0 MATCH RWf 71LES CONCRETE ROOF TILE ON SELF-AOHERm uNBERCrMENT OVER PLYWOOD DECKING WITH PRE-EJGINEEREO 90CE iRU55rS D'HAGIN'S Cl0AKE0 KNI P,LC - SEi PRIMARY VEM IN BED OF A$PHAIi RGOf CEMENT, WIND CLIP NpOK$ SHALL AE FOLLY ENGAGED uNDER HEAD of PRECEDING nLEs PAINT i0 MAICN ROOF HIES .aNCREiE RODE nLE oN SELF-WHERm UNBERIAYMCNi J OMER PLYWOOD DECKING WITH _6 PRL-ENGINEERED ROOF 7RUS$ES it ~ \~ $IGNAGE BY OTHERS LF E 5 9AN0 D, y+ ,- ~ 7.5 . . . FINISH COLOR. Pil 7) FIN. FlR. A'-B" iINTN INSUUiING cuss IN AIUMWL'M STOREFRONT PRE-FINi$NEEI GUTTER ANC OCWkSPOLT$ E1F-$. FINISH COLOR. YTJ -~ i,F{,~b01-I~`~ ~ I W' ~'Ff~ iw~ ru4A ~~ E.IR.S. BgNO FIN sN COLOR: P- y,}-~,r±, { y. Y y-y-:,Nr~ ~-;o- r , .~ ~ ~aN wEk I N' fi„~' xu~+r ui M: r IZ 1r~ Y ~ }~y~'v, -kt I L rrn ?~ ~~ ~-,r~li'-E 3 ~+4'yr1 '* ~ q pv ~4N, y~h y.'~~e1~~+4.1^uw,~4 i.li~, - 6 _ _ __ __- 3 °~ / 65 _ ~ E I f 5. R[VEN. FINISH COLOR: PT2 I ~~ ~ 1 5 uaNDEACiuRED -g ° STONE VENEER BASE RNFED IN$ULATINC CLASS IN ALUMINUM 9TgPEFFONT WINDOW EEFS. BAND FINISH coLOR: Prl to NORTH ELEVATION 1(8• = uo^ NOTE: PROVIDE RECESSED BBLWOSE Ai AREA. OF NORRlCANC SHUTTER. SEE $HEE7 Ai6, DETAIL 5 O'HWIN'S Cl-AkEU VENT T1LE - 5<i PRIMARY M£NT M BE- OF ASPHALT AOGF CEMENT. WIND CLIP HDDNS SHAV. BE FULLY FNC-0Gm UNDER NEW OF PAECdDING TILES. PAIN? 10 INJCH ROOF HIES SICNAGE BY OTHERS C I F.S. RANG FINISH COLOR: PTI E Efs. wxH Is FINISH DLaR~ Frl ~ i ~. ~. iN.jn wUm. 73 -- }- Is'-s' ' tP F aACH T I1 PRINC Pi 1 2 ~ 4 m ELF.S. &4ND FINISH COLOR: 18'-6' 12 12 7.5 e NM - x N1E. ~A R' A' ~ 17-7" i ;, ,.. ~. ERUSS BRG. ~ PRE-fINISHEU m `-° GUTTER AND DOWNSPOUTS ~ I 5 5 g ~ I ~ -3 I 6 4 ~ ~ - ~ - ~ -3 '~ FIN. FLA. FIN. ft. STEEL PIPE BOLUR 1 9 9 ~ [LF.$. RNEAL -) A11 All - ~ E.LFS COLUMN PT} flwisH caLOA Ptt wlrH lMNF. STONE BASE AROUND STEEL EI F.S. COUMN - ttPICAL A7 FINISH COLOR: Pia DRIVE THAU CAWJPY EIFS NIGHT DEPOSIT . FINISH COLOR: PTI LOCATION- VERIFY w/ vuEBDR- cooeDINATE w/ BASE OETA!L PROVIDE PAEFINISHCp - BIACN BIWAN METAL SE7 IN SEALANT DEAL ORAWER- AT sia snues Aw, Hvm To suRRauNB 4 SOUTH ELEVATION 118°= 1'-0^ coeemNaTE w/ DRIVE IHRU wINDaW VERIFY w/ aacH aasE BRAa NOTE. PROVIDE SMOOTH NOTCH AREA IN MANUFACTURED STONE dA$E ANO BULLNOBE f0A NIGNi DEPOSf1 AND DEAL DRAWER i0 SII FLUSH WITH FACE OF $TONE- COIKRE[E ROOF TILE ON I/~ ~ 7/p' WIDE x I/2' DEEP SELF-ADFIERm UNDFAIAYMENi 1 'III// V-f,ROwE REVFal OVER PLYWOOD DECKING WITH i PRE-ENGINEERED ACOf TRUSSES i / _ ~3 ~~~ E.I3S eAND FINISH GaLDA. Pr: ~~ RECESSED SIGNPL FINTUAL I ~ I~ CI}uRANCE SIGN w' ~ u x zs ~~ eeeESSeo a1M sICNADE C~ ~, ~~ ~~ ~ ~~ COLRO Nd E A01>CH OPENING " ~" ~, ~ wiAN slcN VENDOR Re DErAU ~ ~5 EIFS REVEAL DETAIL I2" = 1'-0" hl AGE$SLD SIGNAL FINTUAE I ~ n ;y w~ r „ ~ v~ ~.Er,~.,. IJa 4 I~ o, _o, ~ YRUSS aRC. EIFS ® DRIVE IHRU CANOPY ` 7\ I i ~ 6 ~ 5 ( OVERNUO e OEllVFAY $ FINISH COLOR : PE7 ry I CLEARANCE SIGN ~_ 6 _ -3 I 6 EOUPI- COUAL SYSTEM ~ I -3~ ~ J 1 -4 ~ A'-0' FIN. HA. 5 1 ~ _ _ _ EI f 5 COLUMN CAP -5 -5 _ _ F!NI$H COLOR: PT4 I 1 riNise ceLae Pis ELFS MEDALUDN DRIVE-UP BANNING EWIPMENi 2" PROJECTION EIf.S COLUMN 6Y OTHERS FINISH COLOR: Pit WJ MW F_ STONE \ F MAIN BODE P73 E I S E.LF S. COLUMN &SE PAOUND STEEL COLUMN -TYPICAL AI J 1 . . . . . i1NIE0 INSULTING CIAtS IN ,INI$H COLOR: PD STEEL PIPC BOLUA09 - DRIVE IHRU CANOPY O PWMINUM STOAEFRON( WINDOW WEST ELEVATION ve^ = r-o• VERIFY LOCATION AND SIZE E I.F.$ FINISH HERWIN SW~'PSA 06 EIFS REVEAL DETAIL 1 lrz• = r-a 0,_®. FIN. FIR. MMNFACIURm $TgJE VENEER BASE 7UIlE- INSULATING CLASS IN ALUMINUM S7OREERONT E Lf S. &JVD FINISH COL09. Pll NoiE. vRDVioE REGESED euLLNDSE Ai ARC ar HURRICANE seuTTER. PAINTED MECH. VENT, REFER DE1A;L 687/A6 E LF.S. FINISH CW.OR'. PII I 75r EXhRIOR SUSPENDED ~Y CYP$uM eDneD GEIUNc UNDER DRIVE IHRU CANOPY PRE-flNrsHED GUIIEA AND DOWNSPoUFS 3 i -4 ~ - ~aVEAHCD- DELIVERY I I SYSTEM CONCRETE CURB EIFS. MEDALLION 2" PROJECTION -J FINISH COLOR PT2 I EI f.S COLUMN CAP l FINISH COLOR :Pit I STEEL PIPE ~111AR05 - VERIfY LOCaliON ANB $li~ OAIVE-UP BANKING EOUIPMENi AY OTHERS -- EI.f.S. FINISH COLOR ~ MAIN BOOT. PTJ 03 EAST ELEVATION 1(e° = r~^ :;ONCRr7E AOCF iltE ON SELF-AOHERm UNDERIAYMENi OVER PLYWOOD DECKING WITH PRE-ENOINEERm ROOT TRUSSES a~tMCINZ aDnuD vENr il;f - SEi PRIMARY VENT IN BED OF ASPHALT ROOF CEMCNL WIND CLIP HOGK$ $I1AlL Bf. FULLY Et~AGEO It UNDER NEW OF PAEC2-ING TIES, ~-= PAlrr TO MATCH ROOF TILES I~ EMHAUSi VENT -RE. MECH. PAINT i0 MATCH 1RIM COLOR ~ _6 ° ~~~ - ~ ~ 56 m PRE-FIN1SNm _ GU7iFA ANC COWN$POUIS FIN. E1R. P ~ I / / NANUB CTUREO STONE BASE lusrau ELECT sEavl~~ -5 __ DISCONNECT BF110W MAEERIAL & COLOR SCHEDULE STONE BULLNOSE REF- TO S4EEi E4 FUR LOCATION ROQF. CONCRETE I1LE'. HAHSDF -VENETIAN J BO% FOR MWD R%7URE CULFNE "NOVA 4N41J7" SFE EI i/OTCII STONE BULLNOSE - ---- EJ.F.S MAIN TRlM PTT: FINESTONE "FS MI0809" FOR EIECE. SERVICE DISCONNECT EIFS REVEAL 'RIM COWMN CAPS @ REF. i0 SNEEt E4 MEDPLLIONS PI7: FINE$iONE "FS ;~33 PEACH" FOR LOCATION NOTCH STONE BULINOSE E I F 5 MAIN BODY PI3' FINESTONE "FS X10606° FOR EIECI. METER/CT BiDNE BASE(LINTELS ', REF. TO SHEET E4 AARISCRM $PLIIFACE "PAPRIKA" FOR LoLnaN PAINTED NETAL PANEL i5 OREFftgNT NAWNEER '80NE WHITE" REF. DEEAIC 647/A6 fASClfs/CUTIERSIWWNSPOUIS ~ ~ 1TE NOTE'. REFER 70 ELEVATIONS FOR MANUFACTURED STONE STOREFRONT LINTEL AND Sill FOR CQRRECT JOINT LAYOUT. NOTE. MANUFACTURED STONE BOLWOSE DETAIL TO BE NOTCHED AT ALL UONNSPOVT LocnnoNS FoA BDwNSroui m siT FwsH WI1H GUIDING E%TERIOR NOTE. AEPER i0 DEUI I/A5 FOR RECESSED HEADER GWRSE LOCAilONS. Nore. PROVIDE ME1PL DRIP SHIELD A7 THE i0P OF ALL LOWERS AND A. DOOR HEADS. PAINT i0 MATCH. , AECESSm IILUMINA7E0 12 AIM NETWORK SIGN. ~1.5 BY OTHERS. COOAOINATE ROUGH OPENING WITH SIGN VENDOR OPEN/CLOSED SIGN NOTE. RECESS 1D BE 9" DEEP FROM FINISH FACE OF EJ,F.S. 18 I/4" , ~~ .. E0. E0. . Js-urvrs O RECESSED SIGNAGE ELEVATION I va^ INTERPL/~(y ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMEM AA 003420 CA 8660 933 LEE ROAD, FNST BOOR OIilANDO, FLINiICN 34910 PH d07.fi45.5008 ~FX 407,629.9124 S~ rA``1I i' W JN l~V \J CONSUt1ANT'. REVISIONS', N0. fMIE REAM9N5 I ®REGIO] REGIONS ~ k NSF06211DN S&C Of US MAN 1 A CARAT Sf. 1E911ESiA, fl CO?YItIGHi ©2007 IN1ERPUW LEC 2ESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMEiJFS 3Yf11 _ 701NE ORIGINAL SITE q7 euRrosE EORwNICHYHErwraE w.u ~ PREPPRED. REPROIX1C110NS, CHANGES OR ASSICdJMEPlTS ARE ~ I PROHIBRED. - EL ARA EE SIGN EI,fS COLUMN Nmurtrto9Prh~ ~ w x\=a MCwbaa..Azw~~eneAaaniw xmrto~ aralw ~sm+ x~ ~MaiaaP+agannmAenna PItOJFCi NO'. 2007.0318 DATE; 07-020? A3 (EI CHECKED me i/e'.r a iNUUA