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HomeMy WebLinkAboutItem 03 Approval of First Amendment to the Development Agreement for Prairie Lake Subdivision ocoee florida AGENDA ITEM COVER SHEET Meeting Date: September 15, 2020 Item #: 3 Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: Ext. 1018 City Manager: R..- Fr/i Subject: First Amendment to Development Agreement; Prairie Lake Subdivis' - i ge Homes); Commission District#4—George Oliver, Ill Background Summary: The Prairie Lake Subdivision received PUD approval with a Development Agreement on June 2, 2020. The Development Agreement provided for future improvements with the development of the townhome subdivision. Upon completion of the Preliminary/Final Subdivision Plan and after the City Commission approval, Meritage Homes requested a further review of the requirement for the extension of Ocoee Vista Parkway beyond the entrance to a cul-de-sac and to change the requirement town emergency exit only based on engineering design and due diligence for purchasing the land from the City. The First Amendment to the Development Agreement proposes to make that change to the development agreement and is summarized below: Original Development Agreement Roadway Improvements. The Parties agree that the Ocoee Vista Parkway is intended to be extended from the entrance to the Prairie Lake 056A Subdivision to a cul-de-sac at the point of terminus at the Seaboard System Railroad 60' right of way ("Roadway Improvements") in accordance with the PSP/FSP. The Owner agrees to design, engineer, permit, and construct all Roadway Improvements at no cost to the City. First Amendment Development Agreement Roadway Improvements. Section 3 of the Agreement is amended to provide that Owner shall construct an emergency access, stabilized roadway from the main entrance of the Subdivision, south to the secondary access point to the Subdivision consistent with the standards set forth in Exhibit "B", which is attached hereto and incorporated by reference (the "Stabilized Roadway Segment"). The Stabilized Roadway Segment shall be at least fourteen feet (14') in width, shall be constructed in the existing Ocoee Vista Parkway right of way shown on the approved Final Subdivision Plan (the "FSP"), and shall terminate just south of the secondary access point to the Subdivision. The Stabilized Roadway Segment needs not to extend further south or include a cul-de-sac, as shown on the FSP. Issue: Should the Honorable Mayor and City Commissioners approve the First Amendment to the Development Agreement for Prairie Lake Subdivision (Meritage Homes)? 1 Recommendations: Staff supports the requested amendment to the Development Agreement based requiring the development of the road to the future development of the vacant parcel to the east. Attachments: First Amendment to the Development Agreement for Prairie Lake Subdivision (Meritage Homes) Original Development Agreement for Prairie Lake Subdivision (Meritage Homes) Financial Impact: None Type of Item: (please mark with an"x) ❑ Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading 5CJ Consent Agenda E Ordinance Second Reading ❑ Public Hearing ❑ Resolution ❑ Regular Agenda Commission Approval ❑ Discussion& Direction GS Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by 2 THIS INSTRUMENT PREPARED BY: Dana Crosby-Collier, Esq. SHUFFIELD, LOWMAN &WILSON, P.A. 1000 Legion Place, Suite 1700 Post Office Box 1010 Orlando, FL 32801 (407)581-9800 AFTER RECORDING RETURN TO: City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 For Recording Purposes Only (407)656-2322 FIRST AMENDMENT TO DEVELOPMENT AGREEMENT (Prairie Lake Subdivision) THIS FIRST AMENDMENT TO DEVELOPMENT AGREEMENT (this "Amendment") is made and entered into as of the day of , 2020, by and between CITY OF OCOEE, a Florida municipal corporation existing under the laws of the State of Florida, whose mailing address is 150 N. Lakeshore Dr., Ocoee, Florida 34761, Attention: City Manager (the "City") and MERITAGE HOMES OF FLORIDA, INC., a Florida corporation, whose mailing address is 5337 Millenia Lakes Blvd. #235, Orlando, Florida 32839 (the "Owner"). WITNESSETH: WHEREAS, on , City and Owner entered into a Development Agreement, which was approved by the City on June 2, 2020 (the "Agreement"), for the Prairie Lake Subdivision (the"Subdivision"); and WHEREAS, the Owner and the City desire to execute this Amendment to revise the Exhibit "A" to the Agreement and to revise provisions of the Agreement relating to Roadway Improvements. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged,the parties hereto agree as follows: Section 1. Recitals; Definitions. The above recitals are true and correct and incorporated herein by this reference. Section 2. The Property. Exhibit "A" of the Agreement is hereby deleted in its entirety and replaced by Exhibit"A",which is attached hereto and incorporated by reference. Section 3. Roadway Improvements. Section 3 of the Agreement is amended to provide that Owner shall construct an emergency access, stabilized roadway from the main entrance of the Subdivision, south to the secondary access point to the Subdivision consistent with the standards set forth in Exhibit "B", which is attached hereto and incorporated by reference (the "Stabilized Roadway Segment"). The Stabilized Roadway Segment shall be at least fourteen feet (14') in width, shall be constructed in the existing Ocoee Vista Parkway right of way shown on the approved Final Subdivision Plan (the "FSP"), and shall terminate just south of the secondary access point to the Subdivision. The Stabilized Roadway Segment need not to extend further south or include a cul-de-sac as shown on the FSP. Nothing herein shall be construed as a waiver or release of the requirement in the FSP that the stormwater improvements to be constructed within the Subdivision account for the stormwater runoff of that portion of Ocoee Vista Parkway from the main entrance of the Subdivision south to the boundary of the Subdivision once the Stablished Roadway Segment is constructed. Meritage and its successors and assigns hereby agree to cooperate with the City or the developer of such segment of Ocoee Vista Parkway, including the granting of such easements as may be reasonably required, to facilitate tying into the stormwater improvements within the Subdivision. The modification described in this Section is binding on the City so long as Meritage, or an affiliated entity, is the developer of the Subdivision; the rights contained herein may not be assigned to another builder/developer of the Subdivision. Section 4. Amendment. The Agreement and this Amendment constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. All terms and provisions in the Agreement not amended herein shall remain in full force and effect. Agreements to and waivers of any of the provisions of this Amendment shall be made by the parties only in writing by formal amendment. Section 5. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 6. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Amendment or because of a breach by the other party of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. -2- Section 7. Counterparts. This Amendment may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 8. Captions. Captions of the Sections and Subsections of this Amendment are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Amendment. Section 9. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Amendment is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Amendment can still be achieved. Section 10. Effective Date. The Effective Date of this Amendment shall be the day this Amendment is last executed by a party hereto and such date shall be inserted on Page 1 of this Amendment. Section 11. Recordation of Agreement. The parties hereto agree that an executed original of this Amendment shall be recorded by the City, at the Owners' expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owners, execute and deliver letters affirming the status of this Agreement. SIGNATURES TO FOLLOW -3- IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. Signed, sealed and delivered OWNER: in the presence of: W B i'/1 P e: fLt N L� Its: Y0*OvN p(LFSzIjENI Print Name FF STRt b r-0-- . 2- Print Name OLFILLYdo-ibuP STATE OF- FL COUNTY OF 0 LA at E I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of 14 physical presence or 0 online notarization, by IVIVIA, hyfituE , as the ( mc1bN PRIES;bEdr of 14-it7AGr HinF5 ,who [ c 1 is personally known to me or F 1 produced as identification, and that he/she acknowledged executing the same on behalf of said company in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. 411, WITNESS my hand and official seal in the County and State last aforesaid this I day of A'r , 2020. Sig re ofr Notary TRACY RICHARDS - f .9;4,.."' TRACY M.RICHARDS p Name of Notary(Typed,Printed or Stamped) =x• c Notary Public-State of Florida • Commission Number(if not legible on seal): • 1'X"o; Commission=GG 210068 --'or fl.�' My Comm.Expires May 27,2022 My Commission Expires(if not legible on seal): 4 Bonded through National Notary Assn. -4- Signed,sealed and delivered CITY: in the presence of: CITY OF OCOEE,FLORIDA By: Print Name: Rusty Johnson,Mayor Attest: Melanie Sibbitt,City Clerk Print Name (SEAL) FOR USE AND RELIANCE ONLY BY THE APPROVED BY THE OCOEE CITY CITY OF OCOEE,FLORIDA. Approved as COMMISSION AT A MEETING HELD ON to form and legality this , 2020, UNDER day of ,2020. AGENDA ITEM NO. . SHUFFIELD,LOWMAN AND WILSON,P.A. By: City Attorney STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, by RUSTY JOHNSON and MELANIE SIBBITT, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2020. Signature of Notary Name of Notary (Typed,Printed or Stamped) Commission Number(if not legible on seal): My Commission Expires(if not legible on seal): -5- EXHIBIT "A" (The"Property") A portion of Section 9, Township 22 South, Range 28 East, Orange County, Florida, being more particularly described as follows: Commence at the intersection of the East right of way line of Clarke Road as described in Official Records Book 5076, Pages 4514 through 4525, Public Records of Orange County, Florida and the North right of way line of the Seaboard System Railroad; thence N 14°39'44" W along said East right of way line a distance of 324.80 feet to the point of curvature of a curve concave Easterly; thence continue Northerly along said Easterly right of way line having a central angle of 01°42'25" and a radius of 2439.25 feet, an arc length of 72.67 feet, a chord bearing of N 13°48'31" W and a chord distance of 72.67 feet to a non-tangent curve concave Easterly; thence continue Northerly along said Easterly right of way line, having a central angle of 09°24'01", a radius of 3224.05 feet, an arc length of 528.95 feet, a chord bearing of N 06°26'20" W and a chord distance of 528.36 feet; thence continue along said Easterly right of way line, N 43°48'56" E, 35.19 feet; thence leaving said Easterly right of way line, run N 89°14'07" E a distance of 207.50 feet to the Point of Beginning; thence continue N 89°14'07" E, 48.55 feet, to a curve concave Southerly; thence run Southeasterly along said curve having a central angle of 90°31'23", a radius of 555.00 feet, an arc distance of 876.86 feet, a chord bearing of S 45°30'12" E and a chord distance of 788.46 feet; thence run S 00°14'30" E, 206.90 feet to the North right of way of aforesaid Seaboard System Railroad; thence run S 75°20'54" W, along said North right of way line, 431.65 feet; thence run N 14°39'06" W, 483.56 feet; thence run S 80°29'53" W, 67.32 feet; thence run N 00°45'53" W, 411.36 feet to the Point of Beginning. Together with a non-exclusive easement for the benefit of the above described parcel as created by and set forth in that certain Drainage and Utility Easement Agreement by and between the City of Ocoee and Silvestri Investments of Florida Inc. recorded in Official Records Book 5076, Page 4501, of the Public Records of Orange County, Florida. -6- 'VIEII=7rilLU[im-U Cnn I UI I u LEGAL DESCRIPTION: A PORTION OF SECTION 9. 70'tl191P 22 SOUTH. RANGE 25 EAST. ORANGE COUNTY FILM& BEING MORE PARTICULARLY DE9CIeEO AS FOLLM COMMERCE AT TE INTERSECTION OF TIE EAST WHY OF WAY LINE OF CLARKE RAID AS DE90 BED N OFFICIAL RECORDS BOO( WM PAGES 4514 THROUGH 4525, ROW RECORDS OF ORANGE CUM. KOREA AND THE NORM RIGHT OF WAY LIE OF THE SEABOA1D SYSTEM RAILROAD. THENCE N 14W44' IT AIM SAID EASE ROB OF WAY LEE A DISTANCE OF 324A FEER TO IRE PONT OF DENATURE OF A CURVE CONCAVE FASRFRI.Y: THENCE COITNUE NORM LY ALONG SAD EASEAY MIT OF WAY LIE HAVING A CENTRAL. ANUIE OF 01'42'25' AND A RADIUS OF 24MZ FEET. AN ARC LENGTH OF 7287 FEET A DIM SEARING OF N 13'4W31' W AND A OIOD DISTANCE OF 7261 FEET 70 A NON -TANGENT CIRW: CONCAVE EASTERLY. THENCE CWMUE NORW AY ALONG SAID EASTERLY MIT OF WAY UNE. HAM A CFMIRAL ANGLE OF W2401, A RAOBS OF 3224.03 FEET, AN ARC LENGTH OF 528.85 FEET. A CHOD BEARING OF N W W20' W AND A CHORD DISTANCE OF jM38 FEET, THENCE CONTINUE ALONG SAD EASTERLY ROOF OF WAY NNE, N 4S48`56' E 35.19 FEET -,THENCE LEAVING SAD EASTERLYNW Y T OF WAY TEE RUN N 8" V07' E A DISTANCE OF 207.50 FTET 70 111E POUT OF GEGLDE747 7FENCE COMMIE N 8814'07' E, 4665 FEET, 70 A DARE COIGNE SOITEELT 11EN[E RUN SOIIIEAS1F7L7 ALONG SAID CURVE HAVWD A CENTRAL "I LE OF 90Sti3', A RAOF15 OF 556W FET AN ARC DISUME OF 878.86 FOR A CHORD FEARNG OF S 45701Y E ARD A CHORD DISTANCE OF 78L46 FEET; THENCE ERN S 0014'30' G 20LOO FEET TO THE NORM NIGHT OF WAY W AFOPESW SEABOARD SYSEM RNHROAD, THENCE RUN S 75785C W. NOD SO NORTH RIGHT OF WAY LINE. 431.63 FEET THENCE RUN N WSW' W, 48356 FE1T. THENCE RUN S BORS57' W, 17.32 FEET; TIERCE RUN 0045'63' IL 411.36 FEET TO THE FONT OF SECIRM TOGETHER TIM A NON-EUCUSIVE EASEMENT FOR THE BENEF11 OF THE ABOW DESCRIBED PANEL AS CREATED BY AND SET FORTH N THAT CERTAIN ORMAGE AND UTILITY EASEMENT AGREEMENT BY AND SE 1HIWWRN THE CITY OF OOOEE AND SLVESTRI N1ESIN M OF FLORIDA HNC RECORDED IN OFFICIAL RUM BOOK 507E PACE 450, OF THE PUBLIC RECORDS OF GUNGE COUNTY. ROMA. THE ABOVE DESCRIBED PARCEL. OF LAID CORDS L703 ACRES IDRE OR TES& INDEX OF SHEETS C-O01 Cowl SHEET 1 of 1 BOUNDARY AND TOPOGRAPHIC SURVEY C-OD5 SYMBOLS AND ABBREVIATIONS C-006 GENERAL NOTES C-007 CONDITIONS OF APPROVAL C-101 PSP AND SITE DIMENSION PLAN C-201 UTILITY PLAN C-301 DRAINAGE PLAN C-401 OWING PLAN C-601 - C-6D2 PLAN AND PROFILES C-603 OFFSITE PLAN AND PROFILE C-701 - C-702 EROSION CONTROL PLAN AND DETAILS C-901 - C-9D4 CONSTRUCTION DETAILS C-911 - C-913 CITY OF OCOEE STANDARD DETAILS LANDSCAPE PLANS PRELIMINARY/FINAL SUBDIVISION PLANS FM PRAIRIE LAKE 056A PARCEL ID No. 09-22-28-0000-00-056 SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, FLORIDA 00 MERITAGE HOMES =7 MILLENIA LAKES BLVD., SUITE 410 ORLANDO, FLORIDA .32839 PHONE: (407) 284-4191 Ay � ��UT 11 I kyj Is • • - 12:4§611 Its] F 26,10 \ Ur CIVIL ENGINEERS 431 . E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 PROJECT TEAM MEMBERS: DEVELOPER/OWNER: MEROAGE HOMES 5337 M83E78A LANES SEW., STATE 410 ORANOC FLORIDA 321139 PHONE (407) 2N-4191 CONTACT. NIC HO AS EVENLY MdcEwdy0—itogdiv — ENGINEER: MADDEN. MOORIEAD, 4: SICKE% INC. 431 E HORATIO AVENUE, SLIT: 260 MANRAND. R 32751 PNO@ (407) 629-8.730 - CONTACR BEN BEGMAN, PE bbedd—ft.dd—g— SURVEYOR: O9INAR SLWVEYNG I: MAPPING INC. 32 W. RANT STREET WHO GARDEN, FL 34787 PHONE.' (407) BOS-8877 CONTACT ARON B9WAN amObldnlmeuMyng.am ENVIRONMENTAL' BK-TECI CONS1LTK INC. 3025 E SOUTH STREET OdMM R 32803 PME' (407) 994-5969 CONTACT: SIEPHE N 9URLER tan9�b-!e han.AVngcan GEOTECHNICAL' ECS FLORIDA. LLC 2515 DIRECTORS ROC, SUITE 5W ORAIDO. FL 32B09I PHCI _ (407) 859-8378 CONTACT. MARK NdOHT _ •dghtj*.dMHed— LANDSCAPE: DALY DESIGN GROUP 1913 NORTH PE NSILVANIA AVENUE BITER PARK, FL 32789 PHONE-- (407) 740-7373 CONTACT: BILL UK RIA Un Wdyd441g — CirY OF OCOEE APPRO FOR PEAR fi RING �- BY, MICHAEL . RU o I3iYICFS DIRECTOR DATE 44020 RECEIVED MAY 2 0 2020 CITY OF OCOEE UTURY PROVIDERS: WATER/SEWER/RECLAU- CITY OF OCOEE 1000 AD. INNS ROAD OCOM. FLOROA5 34761 PHOE: (407) M-3159 TELEPHONK JOY BRITNN CENTURY UNIX COMER GARDEN, FLORIDA 3=0 PHOE: (407) 553-7111 h%bH111m6anhwAk n POWER ROD A RODRIGM DUO ENERGY 452 E CROM PINT ROAD VOW GARDEN. FLORIDA 34707 PHONE: (401) 938-8890 deNdtOdikr4n4r9%can CARTE TNA CUM SPECTRUM 2251 LIKEN WAY MAIRND. FLORIDA 32751 PHfIHE: (4O7) 215-8256 Uw.au W%I .— GAS: EVEETT HOJIES LAW APOPIG NATURAL OAS 132D INNER GARDEN WNFLAED ED WNTFR GARDEN, FLOWA 34787 PHONE (407) 658-2734 *.h.6.gAag N a 15t5tpp11 ITT/AAAA,� g imVV= o ;' Z � z w w � xAa r mva rn VICINITY MAP (NW TO SLUE) SRE ,p mue N° A4q 6TAp M. E NY. sent EWb.e.,V ro s Bn. ar er BBn.u® NON -TANGENT G924'01' _ R-3224.05' L-52&95' C9=NOB26'2O'W CH-52&36' 1 1 1 1 1 1 POINT OF COMMENCEMENT 1 eGP to aag0pe•— sTr rui � �'TM�mrv� non Bx 2 ® POno pazli a BMli� owls x rru V 9 ®axe • � BMrz roBO•� �� oe' �01 � . awr]rmo -_—_- ^ 67.32' I ,v No x lme _ _ R=2439.25' L=72.67' CB=S13'48'3YE CH=72.67' xml / zrn ® awe z® oMIB 0 xi84tturo ... FA awlo q aWdm oun �m g� VICINITY MAP s (NOT TO SCALE) 's am¢ SITE ' JL14R erM Hat CERBFlED TO, FOR THE EXCLUSIVE USE AND A-90'31'23' BENEFIT OF: R-555.00' CITY OF OCOEE s L=876,86' MERITAGE HOMES OF FLORIDA, INC. CB=S4530'12'E SHUFTTELD, LOWMAN & WILSON, P.A. SOUTHERLY AND WESTERLY LINE OF PARCEL W-2 DESCRIBED IN O.R. 8320, PGS. 372-374 e ®°M1 OMIO ®PMJe tLa�ree qe r ®aAcro 0 axra x\ rrr. ® alltb ®P/•�z nu l2 ,lu ®OACV ®BMIe 0 —12 x BMIB BMW° 1 TRACT xp„ eAYb PLAT BOGK 69, PAGES 93-70 owat CITY OF OCOEE x Ilu ®per, PARCEL ID/ 09-22-7241-00-004 BMW! Iza War �alo ®a„,2, Ix la, ® 2 ® OAY12 ®Owb ®ap ®�(dB1YA® Ar4a, 1 j1 VACANT LAND M`rx ® 141� xru `•'BAYI22 1 Mz 1 x rae IIN1e ®axrz Ix lae ax : (B aAl] �awle®� ®OAaB m 3w14 e vTGWIrIPAI IH eR,' x—®BMe (a Fxlo � u, x u.\ ® H�enw ® BFAIz z 8f ®PeB] n BOUNDARY AND TOPOGRAPHIC SURVEY DEm6PnDIc A PORTDIN OF SECTION 9, T00941P 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWA COMMENCE AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF CLARKE RGAD AS DESCRIBED IN OFFICIAL RECORDS BOO( 5076. PAGES 4514 THROUGH 4525, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA AND THE NORTH RIGHT OF WAY LINE OF THE SEABOARD SYSTEM RAILROAD; THENCE N 14'3944' W ALONG SAID EAST RIGHT OF WAY LINE A DISTANCE OF 324.80 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY; THENCE CONTINUE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE HAVING A CENTRAL ANCLE OF 01'4225' AND A RADIUS OF 2439.25 FEET, AN ARC LENGTH OF 72.67 FEET, A CHORD BEARING OF N 13'48'31' W AND A CHORD DISTANCE OF 7267 FEET TO A NON -TANGENT CURVE CONCAVE EASTERLY: THENCE CONTINUE NORTHERLY ALONG SAID EASTERLY RIGHT OF WAY UNE, HAVING A CENTRAL ANGLE OF 0974'01. A RADIUS OF 3224.05 FEET. AN ARC LENGTH OF 52&95 FEET, A CHORD BEARING OF N 0626'20' W AND A CHORD DISTANCE OF 52&36 FEET: THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE, N 431856- E 35.19 FEET. THENCE. LEAVING SAID EASTERLY RIGHT OF WAY LUTE, RUN N 8914'07' E A DISTANCE OF 20Z50 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE H 8974'07- F, 4&55 FEET, It) A CURVE CONCAVE SOUTHERLY: THENCE RUN SOUTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 90J1'23', A RADIUS OF 5=00 FEET, AN ARC DISTANCE OF 876.88 FEET, A CHORD !TEARING OF S 45'JO'12' E AND A CHORD DISTANCE OF 788.46 FEET: THENCE RUN S 0074'30' 4 206.90 FEET TO THE NORTH RIGHT OF WAY OF AFORESAID SEABOARD SYSTEM RAILROAD; THENCE RUN S 75WS4' W, ALONG SAID NORTH RIGHT OF WAY LINE, 43I.65 FEET, THENCE RUN N 1439'O6- W, 4IU56 FEET; THENCE RUN S 8029'53- W, 67.32 FEED, THENCE RUN N 00'45'53' W. 411.36 FEET TO THE POINT OF BEGINNING. TOGETHER! WITH A NON-EO(CLUSIVE EASEMENT FOR THE BENEFIT OF THE ABOVE DESCRIBED PARCEL AS CREATED BY AND SET FORTH IN THAT CERTAIN DRAINAGE AND URUTY EASEMENT AGREEMENT BY AND BETWEEN 'THE CITY OF OCOEE AND SR.VESTRI INVESTMENTS OF FLORIDA INC. RECORDED IN OFFICIAL RECORDS BOON 5076. PAGE 4501, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBE° PARCEL OF LAND CONTAINS 8.703 ACRES MORE OR LESS SURVEYORS NOTES, I. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OR DIGITAL 90HATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PRINTED COPIES OF A DIGITAL SIGNED AND SEALED SURVEY ARE NOT VAIN.. 2. LANDS 9HOYM HEREON Y•f.RE ABSTRACTED FOR RIGHTS OF WAY, EASEMENT$ OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY FIDELITY HA AL TILE INSURANCE COMPANY, PER TITLE CQUAOTMENT ORDER NUMBER 7525397, DATED 07/04/2019, REVISED 07/16/20I9. J. REVISIONS 00 NOT CONSTTUTE A RE-CERTIFICARON OF THE OUSTING FIELD CONDITIONS OF THIS SURVEY. 4. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH RG4HT-OF-WAY LINE OF THE SEABOARD SYSTEM RAILROAD AS BEING S7520'54'W (ASSUMED). & THE DESCRIPTION SHOW HEREON WAS SUPPLIED BY THE CLIENT. 6. THE UNDERGROUND UTIURES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND ETOSRNG DRAWINGS THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U71UTIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER W SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND up pis SHOWN ARE W THE ENACT LOCA170HE INDICATED. ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES Z THE LANDS SHOW}! HEREON LIE ENTIRELY WITHIN ZONE K (AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOOD) ACCORDING TO -FIRM- MAP NO 12095CO210 F, COMMUNITY NO 120185. DATED SEPTEMBER 2A 2009. B. THE ELEVATIONS SHOWN HEREON ARE BASED ON HAMM (NORTH AMERICAN VERTICAL DATUM OF 1988) DATUM. PER ORANGE COUNTY BENCHMARK NUMBER S766021'. ELEVATION - 124.905' 9. SITE BENCHMARKS ARE SHOWN HEREON 10. THE ELECTRONIC FILE FOR THIS PROTECT IS THE PROPERTY OF BISHMAR SURVEYING AND MAPPING, INa AND IS NOT THE PROPERTY OF THE CLIENT. �� z� zLQAJ W ON �N � N r e 10 xrJ:. a -12 J] ®wlu ®axrr BMe ® e ® B al TT'M-Iz ®� rwrx ®� xnu �wnz ID awe (B .12 ®wIB ®wI, °A'm au°ru1. ow ®® i ° awB o�lis� W n v ®aB ze \ \ \ xrsss _ CITY OF OCOEE AP FOR P 0 _ . BY: MICHAEL _ SERVICES DIRECT(-W DATE: -II IhI 0 S 2020 LETRI A[HBREVIATIONS x°r Na sJt®os No iM6 swrx re ral car Bc rlm e a ° v ,Yy1e J+ n r `" P, 1as _ Ge 0°A1° pBBae aua t$ raR, 0wre ° o to m ISM um ra..w ®nwls 6 axe ®File ®w.* aAna awem® x la, ®rsn2 Tar N Imp rnK IB —.22 wll�r J�tB :62 axr!®� ]u QaVnJ1�1® ,sNT Fpr i / J pt O wr✓a[ can 2 m wvle � w,e ®awe DI"e® ' I f O wuaxr � xwoz ®Owe x I 11e rae I] ® MRIB DIM _z ® ®P➢'lr ® �wn, � i ' - _• —e- _ � VT axe O,xJ] ®a'•vB OMNO OUN ® Owe :B PNID 10xl- i InJ V elw-a•J vole ze Ocala I °9 lo.slw. g W Oulu® o°wwi®axu T' av ,o WPY R1Ajg pTT�O S; W"y g aaoszvo xac Ica 1ZB TMETMgOAItO w In z9 arae,B o SLrs 30' / C, SEp90AR fio' o Btu , 0T2. 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CONDUT COUNTY 1-4 INTERSTATE HIGHWAY 00 — CLEANOUT Cx.UIIN IA 'SECTION AN INSIDE DIAMETER COUP COMPLETE ID F INSIDE FACE CON C CON CONCRETE CONNECTION IN INL NCHES PILL, CORBY ) CONTINUOUS CONTIMI9 INS INST INSERT INSTALL cow COORDNATE(S) UP IN RON PPE IR ROD CPLO COUPLING INT NTEASECT/NTERSEC71ON GFP m CONCRETE POWER POLE CONTROL STRUCTURE NV J INVERT DID CTR GOAnNO CENTER JB JUNCTI011 Box CTV CULV CABLE TEEVISNR CULVERT JOT JST JUNCTION JOIST CY CUBIC YARD aJOINTCYL OTUNOBt 1 D L L LENGTH - DEG OR ' DEGREE LAIL LATERAL DEFIL DEPT DEPARTMENT T La LF ND LINEAR FEET/FOOT GET ON DETAIL OESGN HIGH WATER LEVEL w UM LONG UWT(S1 DNA OWIETEDUCTLERRON LONO LONG POLE DIAO DIM OLAOCHAL DIMENSION LT LWL LEFT LOW WATER LEVEL DIP C DUCTILE PPE SCHR M DIST WH DISTANCE DROP MANHOLE MANT MATL MAINTENANCE MATERIAL ON IRON COW GRAN MAX MECH MAXWU MECHANICAL OWO Owe ORAMNO DRIVEWAY ME mm MITERED .0 MANUFACTURER E NW MILUCH GALLONSPER DAY MAN OLE E EA EAST EACH NO MHWL MANHOLE COVER MEAN HON WATER LEVEL EC ED EDGE OF CONCRETE ENERGY DISSPATOR MIN MISC UNNU11 MSCETLANEWS EF ETF EACH FACE EFFLUENT uJ IRP 14ECHAMOAL JOINT THETA_ LIGHT POLE SO Ea EXUSTINO GRADE EASEMENT LINE NLWL MON MEAN LOW WATER LEVEL MONUNFM Ea ELEC ELBOW ELECTRIC MPH MSL MILES PER HOUR MEAN SEA LEVEL ELEV EGIIP LOG EEVAnON DJUPSE/TLUPTICAL. ExcA5E T mm N MCUNTNO ENO MP ENOD.EER(NO) EDGE OF PAVEMENT NAWN N NORTH NORTH ED EWP EQUN./EQUAILON EOUPR17JENT NA NBC NOT APPUCAESE VIAL AND CAP EDIT EAUBEMENT NG NORTHEAST N VIRAL GROUND EST EW ES ATE EACH WAY NIC NO OR / NOTIN CONTRACT NUMBER EWL me ENDWALL EXCAVATE/OICAVATION NOW NIS MG/NAL NOT TO SCALE ENST EXP EXISTING E%PiTIND/EXPAIBON NW MIA. NORTHWEST NORMAL WATER LEVEL EXT EXTEND/ m-m-c 0 CO ON ER CENT CU OE OUTSDE DIAMETER OR EQUAL OPHO DPP OPENING OPPOSITE OR CP OVAL REINFORCED CONCRETE PPE OS OVEL CUTFALL STRUCTURE OVERFLOW OWm OVERHEAD r PC POINT OF CURVATURE IF PEP POINT W COMPOUND CURVATURE POLYETNYLDNE PPE PROP PROFILE GRACE PANT PI P/L PONT OF INTERSECTION PROPERTY LANE POB POINT OF BEGINNING PO1 PP PUSH ON JOINT POWER POLE PR Pfl0 PHONE RISEN POINT OF REVERSE CURVATURE PRESS P ai PRESSURE PROJECT POOP PRw PROPOSED POINT OF REVERSE VERTICAL CURVE PSF P9 POUNDS PER SQUARE FOOT POUNDS PER SWALE INCH PT POINT OF TANGENCY - PYC PWIT POLO_ CHLORIDE - PAVflIENT PWR POWER O R GLOW RATE R RADIUS RCP RCPA AD REINFORCED CONCRETE PPE R13NFORCED CONCRETE PPE ARCH ROAD MINUTE SH SHGWT SWEET SEASONAL HIGH GROUND WATER TAKE SM SiL SJT SETBACK LINE SL 9A SLOPE SHEET METAL SPEO SPI CAIION(S) 50 SO IN SQUARE SQUARE NCN(ES) SO FT s0 YO SQUARE F00T/TEET SQUARE TARD(SJ SR SS STATE ROAD STAINLESS STEEL ST 5TA STREET STATION STD SR STANDARD STEEL 5TR STS STRUCTURE STORM BEWER SUP SUSP SUPPORT SUSPEND/7"PENBON SVC SW SERH@ SOL HWEST sm SYM SOEWAIX 5TLIB0.(5) SY10/ SYS SYMNEDI SYSTEM T TB TANGENT TUNBLOC( I" IBM TOP AND BOTTDM TEMPORARY BENCH MARK Tc TO THE OF CONCENTRATION T"'MCH DIVAN TOM TECH TOTAL DYNAMIC HEN TEGHNI IWTECHIBCAL TEMP 7L IS=11 TERMINAL LAMPHOE 708 TOG TOS TOP OF BAIL TOP OF CURB TOE OF SLOPE WSW WET SEASON WATER TABLE YIT WENINT WV WATER VALVE WwF WELDED MIRE FABRIC vmM WELDED PARE MESH VD YARD Yn YEAR MISC B AND 0 AT 4 DELTA EXISTING LSYMBOLS LINES - -- - — CENTER LINE ` BUILDING LINE —0—0- WIRE FENCE ��81 CON4TOURS ' - CHAIN LINK FENCE RAILROAD TRACKS 0 WOOD FENCE GAS GAS MAIN GUARDRAIL UE UNDERGROUND ELECTRIC EXISTING PLATS UGT UNDERGROUND TELEPHONE RETAINING WALL g OVERHEAD R/W RIGHT-OF-WAY LINE ELECTRIC q OVERHEAD TELEPHONE SHORELINE CTV UNDERGROUND CABLE TELEVISION - SWALE _ - — — — — — - EASEMENT SANITARY SANITARY SEWER LINE — EX. FM — FORCE MAIN 0 CLEANOUT ® MANHOLE WATER & REUSE WATER —EX. WM WATER MAIN DIP PIPE D4 WATER VALVE —EX. RM REUSE WATER MAIN FIDE HYDRANT 0F/' cw BACKFLOW PREVENTOR ® WATER METER STORM DRAIN --------- STORM SEWER FOOT TYPE 1 INLET ® MANHOLE FOOT TYPE 2 INLET MITERED END L3 FOOT TYPE 3 INLET ❑ STORM .INLET L12s FOOT TYPE 4 INLET o FOOT TYPE 6 INLET a FDOT TYPE 5 INLET HIGHWAY & UTILITIES BENCHMARK --® GUY POLE BRICK PAVERS ❑YY RECOVERED 4.4 CM ' QI WOOD UTILITY POLE DIRT ROAD SET 4z4 CM CONCRETE UTILITY POLE 8' MAPLE TREE ® SET IRON ROD ELECTRIC MANHOLE Q 8' OAK TREE ® ® TELEPHONE MANHOLE 8' PINE TREE O RECOVERED IRON ROD m TELEPHONE RISER . 8' PALM TREE CONCRETE © ELECTRIC BOX TRANSFORMER l°J 8' MISC. TREE 520 COUNTY ROADS ® WELL 95 INTERSTATE ROADS ® MONITORING WELL 50 STATE ROADS ® DUMPSTER WOOD AND OR METAL RR CROSSING SIGN LIGHT P o--- RR CROSSING GATE CONCRETE LIGHT POLE ° TRAFFIC SIGNAL POLE YARD LIGHT SATELLITE DISH —o— MISCELLANEOUS SIGN 185 �- GUY WIRE CITY OF OCOEE 21 22 �SDECCTION CORNER HANDICAP PARKING A R FOR NQ W/O CURB AVEMENT 99.50 SPOT ELEVATION E PAVEMENT BY:MICHAEL VARY D sE1NICE3 oRRECTOR DATE: JUN 0 3 2020 PROPOSED SYMBOLS LINES STORM DRAIN BOUNDARY CONSERVA71ON 100 LF STS 24 HDPE 0 0.20% 1GO LINEAR FEET STORM PIPE SETBACK 24 HIGH DENSITY _ POLYETHELENE PIPE 0 0.20X — —� — CENTER LINE - — — — — — — — — — UNOERDRAIN B' HOPE PIPE CHAIN LINK FENCE DRAINAGE FLOW DIRECTION 81 CONTOUR IIA FOOT INLET TYPE 1 80 — — — — — — — — — EASEMENT 0196. FOOT INLET TYPE 2 A FENCE FOOT INLET TYPE 3 GUARDRAIL FOOT INLET TYPE 4 LOT LINE FOOT INLET TYPE 5 PA PROPERTY LINE FOOT INLET TYPE 6 RETAINING WALL ® MANHOLE R/W -LINE - - - RIGHT -Of -WAY MITERED END SECTION • • • • • • • • • • • • • • • • • • • • • • • • • • SETBACK LINE SLOPE DIRECTION ARROW �O Off. FOR POND SIDE SLOPE SHORELINE SPOT ELEVATION SWALE a STORM INLET TREE LINE SANITARY HIGHWAY & UTILITIES 100 LF SAN 8 PVC 0.40% 100 LINEAR FEET SANITARY B' PVC PIPE 0 0.4OX SLOF CLEANOUT v DOUBLE SANITARY SERVICE —RI—IM—RI—M—M— FORCE MAIN PVC PIPE MANHOLE WATER & REUSE WATER xW—rM—"•—M11—~—� WATER MAIN DIP 11 1/2' BEND 22 1/2' BEND �i 45' BEND 1I 90, BEND W TEE CROSS -{�}- CHECK VALVE -NN- DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SERVICE N GATE VALVE FIRE HYDRANT ® METER REDUCER 0 BLOWOFF G ,M BACKFLOW PREVENTER ® SAMPLE POINT 0 UNDERORAIN CEANOUT —R.u—Rai—ARM—NMI—. RECLAIM WATER MAIN ■ ■ DOUBLE REUSE LT WATER SERVICE 0 BOUND CORNER CONCRETE 520 COUNTY ROADS IRA 24 DETAIL REFERENCE ® DUMPSTER PAD FF-9&76 FINISHED FLOOR ELEVATION TYPE A W/ FHA LOT TYPE GUY POLE HANDICAP PARKING 95 INTERSTATE ROADS LIGHT POLE SIGNS 165 21 22 SECTION CORNER 50 STATE ROADS cD00000 SILT FENCE IIIIIIII► TRAFFIC FLOW PAVEMENT MARKING UTILITY POLE BLDG OR STRUCTURE TYPE F CURB & GUTTER MIAMI CURB 901 24 CROSS SECTION DETAIL s MADDEN CIVIL ENGINEERS 431 E. Horatio Avmu• Suite 260 MOItl.d, Fla idu 32751 (407) 629-8330 w $ 0 0 I g s m<� o'5g W ��V VVVVL, wL�A 144 I 1 4 d }9Lm/I/1 F04i .0 'S OM:11 �0�'89 ,QQ'00�� W ///1I1111 LITILQ Z m b a 0 to JOB # 19025 8 DATE. 12/06/2019 SCALE: N.T.S. o OBGNED BY: B38 DRAWN D Else g APPROVEED BY'. GROG C-005 GENERAL NOTES I. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST LOCAL AGENCY DETAILS, THE FOOT -STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' ADOPTED N 1991 BY THE STATE OF FLORIDA. AND All. SUPPLEMENTS THERETO, AND THE FOOT'DESON STANDARDS', WHICHEVER IS MORE ST INCE7NT. THE MOST SRINGENT STANDARDS BETWEEN THE CITY STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED 2 ALL FOOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEIEN. DONTRAC70R IS RESPONSIBLE FOR OBTAINING CDIPLEIE COPES OF ALL APPLICABLE INDEX DRAWNGS AND CONSTRUCTING ALL WORKS IN CONFORMANCE WITH THE FOOT DESIGN STANDARDS LATEST EDITION. I THE LOCATIONS OF EESTING UDLERES SUCH AS WATER MANS SEWER MANS, CAS LINES. ETC. AS SHOWN ON THE PLANS. NTH THE EXCEPTION OF THE LOCATIONS OF !EXISTING UTILITIES AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WIN UTILITY PROVIDER MAINS, WHICH HAVE BEEN HELD VERIFIED. HAVE BEEN DEER69NW FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR HOWEVER. THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTCR SHALL BE RESPONSIBLE FOR FELD VERIFICATION OF THE SZE AND LOCATION OF ALL EXSTINO UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. 3. 1T WALL BE THE RESPONSBBITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REWIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB STE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED 70) ARE: - ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND F - FDEP WATER DISTRIBUTION FDEP SANITARY SEWER COLLECTION AND TRANSMISSION - FDEP REUSE FDEP. DREDGE AND FILL FDEP NPOES GENERIC PERMIT FOR STORNWATFROSCHARCE FROM LARGE AND SMALL CONSTRUCTION ACTFIA FOOT DRIVEWAY CONNECTION RIOT UFIUTY FOOT SIORNWAIER DISCHARGE CONNECTION FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION PERMIT FOR IMPACTS TO PROTECTED SPECIES LOCAL OUGHT OF WAY USE LOCAL UNDERGROUND UTILITIES WATER MANAGEMENT DISTRICT CONSUMPTIVE USE FOR CONSTRUCTION DEWATERNG (CUP) WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) 4. OONTRA07OR IS RESPONSBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. & BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. F DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A LICENSED FLORIDA PROFESSIONAL LAND SURVEYOR (P.L&) AT CONTRAC70R'S EXPENSE 6. DFFEWO 51 CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WIERHER ABOVE, ON, OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUCRT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN WRITING. NO CAM FOR EXPENSES NCURRED BY IHE CONTRACTOR DUE TO OFFERING SITE CONDITIONSFILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH DDDITONS TO THE ENGINEER AND OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF All. EXISTING STRUCTURE& ETC, UNLESS OTFERWSE NOTED. ALL SOIL S7RPPNGS AND ANY UNSUITABLE MAIEIUAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. & THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTUTIES NOTED TO REMAIN FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. N THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WALL BE RESPONSBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACFLE7IT. 9. CONTRACTOR SHALL BE EXTREMELY CAU "I'S WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, NETHER SHOWN IN THE PLANS OR DESIGNATED N THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM VAIN ALL TREE PROTECTION/PRESERVAION PROVISIONS OF THE PRELIMINARY SUBDIVISION PLAN / DEVELOPMENT PLAN AND LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITIGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 11. IT IS THE RESPOIMIUTY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLAN& ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND FOOT, AND LOCAL AGENCY APPROVED PROCEDURE& 12. TIE CONTRAC70R SHALL RESTORE OFT' SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONOTON THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11 AS BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTEO TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. 14. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AGENCY REQUIREMENTS FOR INSPECTION AND TESTING 1& ALL NEW UTIUTIES AND UPGRADED URTIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT UNITED TO FIBER LOOP SENSORS RILL BOXES, CONDUIT TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OIHERWSE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. 17. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH UTILTY PROYIDEYS STANDARDS AND CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 15, CONTRACTOR SHALL NOTIFY ALL APPROPRATE UTILITY COMPANIES OF PROPOSED START OF WORK N ACCORDANCE WIN THEIR STANDARD REQUIREMENTS; ZMGMG BUT NOT UNITED TO, WATER, RECLAIMED WATER, SEWER, POWER, TEL GAS AND CABLE TV CO WANIES 12. PRIOR TO COMMENCEMENT. CONTRACTOR SHALL PROVIDE ENGINEER WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF CONPLEIION TO AGENCIES AND AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY/WMPLETON. 20. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER TUN OWNER/OVMOt'S REPRESENTATIVE SHALL BE REPOFITED TO ENCNFIO/ONNER/OWNFR'S RFPRESENTATVE PRIIXR TO 9PLEENTATON. CONPENS LION W�l. NOT BE /JJ.OWED fOt WORK iNAT IS NOT AUTHOROID BY ENGNEER/OWNER/OWNER'S REPRESENTATIVE 21. CONTRACTOR SHALL CONFIRM C OMPA11AUTY OF PIPE SLOPES AND INVERTS DIRONG SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES. 22 NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS BY ENGINEER/OWNER/OWNER'S REPRESENTATIVE IN WRITING. 23. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE PLAT(S), ROAD COMMUNE GEOMETRY AND BUILDING COORDINATES PROVIDED IN TIER PLAN& CONTRACTOR SHALL CONFIRM NTH THE ENGINEER THAT THE FLAT IS CURRENT PRIOR TO CONSTRUCDON. 24, CONTRACTOR SHALL CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN YETI THOSE IN THE FINAL ARCHITECTURAL DRAWNGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOME RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL NPROVEMEITS TO ENSURE ADEQUATE POSITIONING. BOTH HORIZONTAL AND VERTICAL, INCLUDING M14MLI SU99MG SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. 25. AL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE N CONFORMANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL AND DETAJM 26. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE APPROVED N WRITING. PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAYMENT IN ACCORDANCE WTH TYPICAL PAVEMENT SECTIONS AND LOCAL AGENCY SPECIFICATIONS. THE FINISHED PAYMENT GRADES SHALL CONFORM TO THOSE SPEARED ON THE GRADING PLAN. 2 RORIDA LAW (FS. 551831) PROTECTION OF UNDERGROUND PPELNES MANDATES THAT 'NO IXCAVAIOR SHALL ODW.E]ICE OR PERFORM ANY EXCAVATION IN ANY PUBUC LEY OR PRIVATE STREET, AL, RIGHT-OF-WAY DEDICATED 70 THE PUBLIC USE, OR OAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSBIE LOCATION OF OAS PIPELINES N THE AREA OF THE PROPOSED EXCAVATION.' THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFLLNG, DEMOLITION, GRADING, DITCHING. DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE CAS UTILITY MINIMUM ON 48 HOUMS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SWDAY% AND MEGA HOLIDAYS). 3. EXCAVATION, PAMN0. AND STORM SEWER WORK SHALL BE DONE N ACCORDANCE NTH FOOT 'STANDARD SPECIFICATION FOR ROAD AND BRIDLE CONSIRUCTOM, LATEST EDITION, AND LOCAL AGENCY SPECIFICATIONS 4. UNLESS OTHERWISE NOTED, GRACE TO MEET EESTNG ELEVATIONS AT PROPERTY LINE& CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE 37E TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. & DURNO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. & THE OWMC70R IS RESPONSIBLE FOR OBTANNO ANY AND ALL GEOIECHNICAL REPORTS PREPARED FOR THE STE. GEOIECHNCAL RECOMMENDATIONS ARE NOT THE RESPONSBLITY OF ENGINEER. ENGINEER HAS RELIED ON THE GEOTECHNCAL REPORT(S) N PREPARATION OF THE DRAWINGS. ANY CONFUCT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWNGS SHALL BE REPORTED 7O ENGINEER/OlMN R /OVMER'S RFPRESENITATYE. SHOWER ASSUMES NO RESPDINSIBIUTY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF GEOTECIICAL INFORMATION. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHILE ARE DESIGNATED TO BE SAPID OR RELOCATED. BEFORE CONSTRUCTION. THE CONTRACTOR SHALL MEET AT TE SITE WITH THE OWNER. AT MS TIME, ANY TREES TO BE SAVED SNAIL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE & THE CONTRACTOR SHALL. A MEDUIELY NOTIFY THE SUPERVISING ENGINEER IF A PAVEMENT ON FQUNDATION STAKE IS DISTURBED. 9. THE CONTRACTOR SHALL. INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WIN THE PROPOSED PAVEMENT, UNLESS OTHERWISE SPECIFIED. 10. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN STORM PIPES AND WATER IWNSASERNCES. SEE WATER NOTES ON THIS SHEER AND FDEP SEPARATION TABLE ON UfTlL1RTYY PLAN. 11. ALL PUBLIC STORM PIPE MATERIALS SHALL BE REINFORCED CONCRETE PIPE (ROP) ASTN C-78 CLASS II, UNLESS OTORWM SPECIFIED. UFTING HOLES ARE PROHIBITED. 12 ALL PRIVATE STORM PPE MATERIALS SHALL BE AS FOLLOWS: 12.1. DIAMETERS LESS THAN ON EQUAL TO 12-NCH SHALL BE HICK DENSITY POLYETHYLENE (HOPE) PIPE 12.2. DIAMETERS GREATER THAN OR EQUAL 70 15-NCH SHALL BE NON PEWOEIMANCE POLYPROPYLENE (HP) PPE 13, MINIMUM COVER OVER ALL PIPE SHAM BE 35-INCHES FROM TOP OF PIPE TO FINISHED OWE. UNLESS OTERIVSE NOTED. 14. ALL STORM SYSTEM MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. . 15. THE CONTACTOR SHALL USE CONCRETE WITH A MINIMUM 25 DAY STRENGTH OF .,OW P.SL 15. ALL SIDEWALK WDTHS SHALL BE AS NOTED ON THE STE PLAN AND SHALL HAVE 1-NCH DEEP CONTRACTION JOINTS EVERY 5-FEET AND AN EXPANSION JOINT EVERY 20-FEET (MNNU4 MAXIMUM SDEWALK CROSS SLOPES SHALL BE 2WX AND UAMMUM SIDEWALK RUNNNO SLOPES SHALL BE &00% EXCEPT AT RAMP LOCATIONS. MAXIMUM RAMP SLOPES SHALL BE 8.33X 17. PROVIDE FOOT TYPE III SLT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRICTION WITHIN THE OTHER PHASES THAT IS DEEMED NECESSARY. 1& ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPES SENT DIRECTLY TO THE LOCAL AGENCY AS SOON AS THEY ARE GENERATED, CLEARANCE FROM THE LOCAL AGENCY SHALL BE RECEIVED PRIOR TO PAVING 19. THE BASE COURSE SHALL NOT BE CONSTRUCTED UNIT AFTER SUBGRADE CONSTRUCTION HAS BEEN COMPLETED AND REQUITED SUBGRADE TEST RESULTS HAVE BEN S11BN7ED TO AND APPROVED BY THE LOCAL AGENCYS ENGINEER 20. THE FINISHED BASE COURSE SHALL BE PRIMED NT10UT DELAY. PROTECTED FROM WAVY TRAFFIC, AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE. 21. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THRTY (30) DAYS AFTER BASE COMPLETION. 22. ALL CONCRETE PPE JOINTS SHALL BE NAPPED N FILTER FABRIC. 23. ROADWAY MARKING, STRIPING. SCNS AND OTHER TRAFFIC CONTROL DEMO SHALL BE IN ACCORDANCE WITH THE'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS' (MUTER), INCLUDING SUBSEQUENT REVISIONS AND AODDRDUM% AS PUBLISHED BY THE USDOT FEDERAL HIGHWAY ADMINISTRATION AS WELL AS FOOT AND LOCAL AGENCY STANDARDS AND SPECIFICATIONS. 24, REGULATORY SIGNS AND MARKINGS SHALL BE N PUCE PRIOR TO FINAL INSPECTION OF PAYING AND DRAINAGE IMPROVEMENTS, 2& PAVEMENT RETURN RADII STALL BE MEASURED TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 26. POND SLOPES AND BERMS SHALL BE SODDED 70 TWO (2) FEET BELOW THE NORMAL WATER LINE (LLWL). IN THE CASE OF DRY BORER PONDS, THE BOTTOM WLL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED. 27. ALL PRECAST DRAINAGE STRUCTURES 70 HAVE STE. FRAME ALL STRUCTURES N PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES NTH H-20 LOADING. 2& CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED NTH SUITABLE PLANTING SOBS ACCEPTABLE TO LANDSCAPE ARCHITECT. 29. YARD DRAINS SHALL BE NYOPLAST INUNE DRAINS AND DRAIN BASINS, OR APPROVED EQUAL. WIN CAST RON GATES AND WATERTIGHT ADAPTER CONNECTIONS. DOMED GRATES SHALL BE PROVIDED IN NON -SODDED AREAS. 30. ALL FIRE HYDRANT LOCATIONS SHALL BE NARKED BY PLACING BLUE REFLECTIVE PAVEMENT MARKERS IN THE CENTER OF THE NEAREST TRAVEL LANE. 31. MINIMUM LONOIIDINAL SLOPE OF CURB SHALL BE 0.3OX UNLESS SPECIFIED OTHERWISE TEA WSE. 32. FINISHED FLOOR ELEVATION IS TYPICALLY 8' INCHES ABOVE DESIGN FINISHED AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WERE OTHERWISE SOWN. 33. CONTRACTOR SHALL RMOVE AL MUCK DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE FILLED. SEE GEOTECHNICAL REPORT. -34. DRAINAGE MANHOLES AND INIEiS TROT IN0.UDING CON7110. STRUCTURES) IN THE PLANS ARE IDENTFIEO BY TOP i1P� ONLY. CONTRACTOR SHALL PROVIDE STANDARD CATCH BOTTOM INLET TOPS AND TYPE V OR 'P' STRUCTURE BOTTOMS, SIZED AS REQUIRED TO ACCOMMODATE PIPE SIZES AND GRIENTAMDNS SHOWN. SHOP DRAWNGS SHALL BE SUBMITTED WHICH CLEARLY REPRESENT SUCH DATA 35. CONTRACTOR SHALL STABILIZE AND PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION . ETC. STRUCTURES THROUGHOUT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER. SANITARY SEWER 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2 GRAVITY SEWER PIPE SHAM BE SDR35 PVC AND SHALL MEET ASIN 03034, UNLESS OTHERWISE SPECIFIED. 3 ALL SANITARY SERVICE LATERALS SHALL BE BiNCH DIAMETER PVC AND SHALL END WTI A CLEAN OUT. 4. ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN. & ALL SANITARY SEWER MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 4B-I4ONES AND A MINIMUM ACCESS. DIAMETER OF 22-I11CHES. S. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MANS/ LATERALS AND WATER MAINS/SERNCES, SEE WATER NOTES ON THIS SHEET AND FDEP SEPARATION TABLE ON UTILITY PLAN. B. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL N THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH, AND INSTALL THE SEWER LINEN ACCORDANCE NTH A5TN D-2321. IT WILL BE THE CONRRACTOR'S RESPONSBLITY TO NOTIFY THE ENGINEER OF THIS LNSUITABLE MATERIAL 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER NCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES AND ORONAHCES OF THE WASTEWATER TRANSMISSION AIITHOFdTY INCLUDING ADVANCED NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN, MOORLEAD & STU= IN'- SHALL BE NOTIFIED A MINIMUM OF FIVE (5) FULL WORIONO DAYS PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWEt, PHONE (407"29-5300. It. THE CONTRACTOR SHALL SUPPLY COMPLETE 'AS BULL' INFORMATION RELATIVE TD INVERTS, RIM ELEVATIONS LOCATION OF MANHOLES AND LENGTHS OF PIPE LATERALS SHALL BE LOCATED FROM THE COnE W E OF THE NEAREST DOWNSTREAM MANHOLE THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARINE PRINTS TO THE ENGINEER WITHIN MC (2) WATERS OF COMPLETION OF SEVER CONSTRUCTION. 12 CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF BASE COARSE. 11 MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS SHALL BE IN ACCORDANCE WTH UTILITY PROVIDIVS STANDARDS AND CONSTRUCTION SPECIFICATIONS. LATEST EDITION. 14. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CVRNO AN W INTO THE CURB. 15. MARK RESU04TIAL LATERALS WITH 8-FOOT HIGH PIECE OF 2'x4' PLANK PAINTED GREEN NTH LOT NUMBER CLEARLY MDR® AND AN V IMPRESSED IN THE CURB. 16. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAN. 17. THE CONTRACTOR IS RFSPOVSIBLE FOR ENMSURNO THAT AN EVER TRANSITION IS MAINTAINED WHERE ASPHALT PANNO ABUTS MANHOLE/VALVE COMM IN PAVED AREAS. AT EACH OF THESE LOCATIONS THE CONTRACTOR SHALL POUR AN S-INCH THICK CONCRETE APRON AROUND THE MANHC E/VALVE COVER A MINIMUM OF 4k4' AT MANHOLES, AND r& AT VALVE COVERS LEVEL NTH THE FINAL UFT OF ASPHALT. I& PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERIME 19. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 20. PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS-S ULT SANITARY SHEER PIPE SLOPES. MINIMUM SLOPES SHALL BE IN ACCORDANCE WITH THE GREATER OF FDEP OR THE UTILITY PROVIDER'S MINIMUM CRITERIA ANY LINE NOT NBETINO MINIMUM SLOPES SHALL BE RELAYED BY CONTRACTOR TO MEET ME MIMWM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 21. MANHOLE LIFT HOLES AND GRADE ADJUSTMENT SINGS SHALL BE SEALED WIN NON-SHRNONO MORTAR OR OTHER APPROPRIATE MATERIAL 22 INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WIN A CASKEIED FLEXIBLE WATER -TIGHT CONNECTION OR ANOTHER WATER -TIGHT ta1NECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PPE AND MANHOLE WALL 23. WATER -TIGHT MANHOLE COVERS SHALL BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER. DEMOLITION NOTES 1. EXISTING UNDERGROOND UTLITESW UNLESS OTHERWISE NOTED, MAY BE CAPPED/PLUGGED AND ABANDONED IN PLACE EXCEPT V47HIN 30 FT. OF BULDIN0. CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, 6' MIMMUM THICKNESS AROUND PIPE. MANHOLE BASES MAY BE LEFT IN PLACE PRONGED IHAT PIPIT OPENINGS ARE PLUGGED AND REMAINING BASES ARE FILLED WTH CONCRETE 6' MINIMUM ABOVE HIGHEST INVERT. 2 CONTRACTOR SHALL BE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FCC PROTECTING ANY EOS71NO FACILITY SO DESIGNATED OR DESIGNATED TO BE UTILIZED IN THE WORK. & CONTRACTOR SHALL REMOVE ALL FOUNDATIONS CONCRETE SLABS, AND UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWSE DIRECTED. 4. CONTRACTOR SHALL COORDINATE WIN APPLICABLE UTIJTY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION. CAPPING -OFF AND REMOVAL OF ALL UNDERGROUND AND ABOVE -GROUND Ul1UTY SERVICES EXISTING AT THE TIME OF BODING UNLESS D9LECIED TO BD OTHERWISE & CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE MATERIALS CONSS7E7MT NTH ALL RUES AND REGULATIONS APPLICABLE TO THE EPEOM MATERIAL FOUND. SPECIAL PURPOSE 1. THE EXISTENCE AND LOCATION OF ANY OVERHEAD OR UDERGROUND U71UTY LINES, PIPES, OR STRUCTURES SOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF THEAVAILABLE RECORDS. THE CONTRACTOR SHALL TARE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SANE. THE CONTRACTOR SHALL USE EXTREME CAUTION WHOM WORKING NEAR OVERHEAD UTLRES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR AL COST AND UASLRY IN CONNECTION THEREWITH. WATER 1. ALL LATERAS AND CONSTRUCTION REOUREMENTEl FOR THE FIRE SERVICE, WATER LEES, DECK VALVES, BAOOLOW NRIfNTEn GATE VALVES ETC. WALL BE N ALSZ.7IDNICE WIN LOGY. ADD= STANDARD OETNS AND OLNSINJCDON SECFICATIO6 2 ALL WNSIRUCILN AND MAMOAS S AU. BE IN CRWNKE WIN AWWA STANDARDS AD IN ACCORDANCE WTH LOCAL AGENCY STANDARDS. 3 ALL PUBLIC WATER SYSTEM OOAPOINN$ EXCLUDED FIFE HYDRANT$ TNAT WLL BE 96TALID UNDER THIS PROJECT AM THAT WLL WILE ONTO CONTACT WIN DIN LNG WATER WLL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WLL BE MARKED WIN THE NSF SEA. OF APPROVAL. A CONTRACTOR MULL VERIFY SIZE AND TYPE OF FISTING MAN PIRR 70 ORDERING TAPPING MATERIALS FOR TENS & SITE CONTRACTOR SHALL COORDINATE AD VERO Y ALL URTY SERVICES WIN FN& ARRIIECIUVL OW.WNGS AND BAWD WNIR.ICIOE. 0. STE UIRTY WON( SURE 7ITIENATE 5-FEET FROM ELIU NGS UNJ SS O71EnSE STATED. 7. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF WE TO FINISHED GRADE, LNFs UMU MSE Holm & THE WATER MAN SINE BE LOG7W ABOVE THE SRYAftgTER AND SANITARY MANS AT 03NLCN WERE P09HE 9. VERIKAL SEPARATION BETWEEN UDBNROFD POTABLE WATER MANS AM SANITARY CR SIGN MOVRS, WASIEW'ATER ON SICAMWATER FORCE UAW AD fEl}/Bm WATER PIFFUMM &1. NEW CR RELOCATED, UEDIMICEDD WATER MAINS CROSSING ANY DMNG OR PROPOSED GRAM7Y- CR VA0 1L1-TYPE SANITARY gYER OR STORM SEWER SHALL BE UD SO THE OUTSIDE W THE WATER NMP IS AT LEAST 12 VICES AEKAE ON BEAN THE OfI90E OF IFE OSIER PIPELINE HD&'%M IT IS PIERRABE TO LAY 71E WATER MAN ABOVE THE OTHER PIPED E. &'L FEW CR RFIDGTEA UNDERGROUND WATER MANS CROSSN I ANY EXISTING OR PROPOSED PRIMAE-TYPE SMTMY SEWER. WASTEWATER OR SECRIAMATER FORCE MAN, OR REELRE CONVEYING RECLAIMED W47ER SHALL BE LAD SD THE OUTSIDE OF THE WATER MAN IS AT NEW 12 NOES ABOVE OR OEM THE OUTSIDE OF TIE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAN ABOVE THE OTHER PIPELINE, 10. HORIZONTAL SFPARATON WOMEN UDERAO.M WATER MARS AM SANITARY OR BMW SEWERS VPSIEIIATFIR OR SICI6NAIER FORCE LWNS, 180JDE0 WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL S15106 10.1. NEW ON RELOCATED, UNDERGROUND WATER VANS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE IF AT LEAST THEE FEET BETWEEN THE GRIST£ CE THE WATER MAN MD THE OUTSIDE OF ANY INISIM OR PROPOSED STORM SE1E11, STOWWATER FORCE MAN, OR PIPELINE CONVEYING RZEUAED WATER FMUTED UNDER PART ■ OF CHATTER 82-8106 FAG lot NEW OR RELOCATED, UNDERGROUND LATER MAINS SHALL BE LAD TO PROVIDE A 1101I12CNTA OISOVNCE OF AT LEAST IDES FEET. AND PREFO ALY IM FEET. BETWEEN THE WTSIDE (F TIE WATER MAIN AND THE OUTSIDE OF MY EXISTING OR PROPOSED VACUUM-1TPE SANITARY gWE L 10.3. NEW HR RELOCATED, UNDERGROUND WATER MAINS SWL BE LAID 70 PROVIDE A HMZONTAL DISTANCE or AT LEAST SIX FEET. AND P EFFRABY TEN FEET, BERM THE OUTSIDE OF THE WATER MAN AND THE CU79BE CF ANY DISKING OR PROPOSED LRANTY- OR PESSUK-TOPE SAeVRY SHYER, WASEWATER FORM NFN, CR PIPELINES CONVEYING RECLAIMEDNO RECLAIMED WATER T REGULATED UNDER PART 0 OF CHAPTER 62-810, FAG TIE MEAN H ORZCNTAL SEPARATION DISTANCE BETWEEN WATER MANS AM GLANTY-TOPE SANITARY SEWERS SAIL BE REAXFB TO T REE FRET WERE M BOTTOM O THE WAIM MAN IS LAD AT LEAST SIX MIRES ABOVE INS TOP OF THE SEVER. 10.4 NEW CR RELOCATED, UNDERGROUND WATER TERNS SHILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BE7YEE N THE OUT90E OF THE WATER MAIN AND ALL PARTS OF ANY ENSTWG ON ffia"'D 'ON-SRE SEW'AE TREATMENT AND Y'@! DISPOSAL SAS DEFINED N SECTION 381.00BN21 F.S. AM RULE 64E-.&00; F.A.C. 11. AT THE U71M IX06RRGS DESO EED N NOTES B AD 9 ABOVE ONE FILL LENGTH OF WATER LAN PIPE SHALL BE CENTERED AWE OR BELOW THE OTHER PIPELINE SO TIE: WATER MAN JOINTS WLL BE AS FM M POSSIBLE FROM THE OOER PIPELINE. ALIERINATVD.Y, AT SUCH CRQaWA THE PIPES SHALL BE ARAKED 50 THAT AL WATER will JOINTS ARE AT LEAST 7H EE FEET FROM ALL JWUS N VACUUM -TYPE SANITARY SEWN STORM SEWERS. STORM ATER FORCE MANS OR PIPELINES CONYMNO FEOIA® WATER REGLATED UNDER PART t OF QAPNER 82i10. FA,CL, AND AT LEAST SIX FELT FROM AL JOINTS N GRAVITY -OR PREMIRE-TYPE SANTMY SEW7CS. WlSTM7ER FGRCE MAINS CEO PIPELINES OORYDING REDAIMED WATER NOT REGULATED UDER PART B OF CHAFFER 52-510 F.A.C. 12 WATER LEES 2-940EB, OR LESS N DIAMETER SHALL. BE PSVERYIF?E 71HNC 13. WATER U6 4-INCH 10 12-11N04 N OA£IER SMALL BE NSF LOCO PVC PPE CO FGMIC TO AWWA O.900 AND BE DR-IB 14. ALL FITTINGS SHALL BE DUCTILE IRON (DILL) OR GRAY IRON MECHANICAL JOINTS WITH A MINIMUM PRESSURE RATING OF 250 P.SN. CONFORMING TO ANSI A-21.10 / AWWA C-110. OR 0.1. COMPACT FITTINGS FOR DIAMETER$ 4-INCH TO 12-INCH CONFORMING TO ANS A-21.63 / AWWA C-153. 15. FROM THE PONT OF SERVICE (P.O.S.) FORWARD AS DESIGNATED BY F.S. 83A FIRE SUPPLY PPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR 7M HOURS. I& CATE VALVES SHALL CONFIRM TO ANWA 0-609-97, WTH WORON NUT EXIEN" SIMS AND 01HM APgRRENAKES AS REQUIRED AND MALL BE NCR BWY FELL ERONZE MOUNTED, DOUBLE CSC PARALLEL SEAT, NQN-RSH O SRN VALVE WTH O-RING SEALS AND END CONNECTIONS AS GAITED FOR ON THE PLANS AL TEES. CUP$ FWD% MM VALVES ETC, SHALL BE PROWDEB WIN GIP RING RESTRAINTS. 17. ALL NON-LETNIO WATER UAM SNAIL BE I STMM WIN A OO MUCUS 90J ATO 10 OM(C WPPEH YCE NSWIID THEDIRECTLY ON TOP OF E PPE FOR LOCATION PUP0.g& ORADDITONC ALL PVC WATER MARS SHAH. BE A SOLD ELLIE COLOR. ALL LETTERING STALL APPEAR LEGBLY ON PIPE AND SHALL BN RE ERNE LONDON OF TIE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR 114E INTENDED USE. 1& SERVICE AWNS FOR FIE HYDRANTS SHALL BE INSTALLED N AOWEDMfE WIN WPA 24, LATEST EDITION. 19. NEW FIE HYDRANTS SMALL BE INSTALLED SO THAT 5-1 r INCH PORT IS FACING THE ACC. HYDRANTS BULL BE POSIM" NOT MORE THAN 5 FEET AWAY FROM THE CUB CRY BEN OF THE ROADWAY. 20. MOX67A7IC IMM AM THE DLS*UT N OF THE WATER DISTRIBUTION SYSTEM SOIL. BE DOE N ACOODANCE WTH C� FOR PVC PIPE ATIC STANDARDS. HYDROSTC9KECTING AD DACIBROOGCAATCN TO BETESTING To EE DONE IN ACCORDANCE WNAWAA DLE IN ACCORDANCE NTH AWNA O-MI AND RULE 62-555W FAO 21. THE CONRACICR SAL 81RiY CVEAEIE AS -BUILT IKOBJATIOH RELATIVE TO LOCATION AND ELEVATION CE ALL W m LEES AND SERNCER TIE WCNIUTION SHILL BE SIB ITHD ON LEGI0.Y WH01}UP PINTS TO TIE ENYDFiR WTW IWD (2) VEM OF THE COMPLETION OF THE WATER LINE CM60JMM 22 CONTRACTOR SWL CDC DM7E ALL MUTES SYSTEMS TEST SWEOIUNG TO ALLOW MIME 'S ATFEMAR/E PRONGING WARM NOTICE OF FIVE (5) WRING DAYS CINRAGTCRS FANS DOD PROIUELY NOTIFY DARM MAY RESULT N RETESBO AT ENGINEER'S OPTION AND AT OONTRAC707S E ARSE 23. NEW HYDRANTS SHALL BE TESTED AM N ROPER VORIKNG ORDER WIN WELTY PROlDE6ENUTON SUPPLED TO THE FIE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRAKTO L (LE FILE FLOW TEST 94AL BE PSOFOOMED) 24. DEFLECTIONS AT PIPE JOINTS SHALL NOT DLFID THE LESSOR OF THOSE RECOMMENDED BE THE PIPE MANUFACTURER LR UTILITY PROVIDER'S OWS061CTI N SPECIFICATIONS. a ALL PPE AND PIPE FITTINGS INSTALLED UNDER INS PROJECT SWW_ BE COLOR CONED N AMOORDMCE WIN SUB PARAGRAPH 6 21 B FAG TANG ELLS AS A PREDOMINANT OXM ALL DUCIIIE NCH WATER MANS BULL BE MARKED WTI A S STRIFE LOCATED WiHN THE TOP 90 DEGREES OF THE PPE SAD STRIPE MAIL BE A W&1UM 2 N]F3 N WDTH AND MALL BE BALE N COLOR. BIOKLL MULL NOT BE PLACID FOR 30 HARES FCLLMMPIG PART APRIGVKH FOR POPE WN AN NENAL DIAMETER O Ile OR GREATER, TAPE OR PANT SHAD. BE APHID N CONTINUOUS LINES A UM EACH SIDE Or THE PIPE AS WELL AS ALONG THE TOP OF TIE PPE 2& UAW FEODMA. SERVICES WIN S-F00T HOE AM OF 27W FLAN( PAINTED BLUE WIN LOT NUMBER CLEARLY MAID AND AV LFPESS71 N THE OLD. IT IS THE INTENT THAT EVERY LOT IS REOVED WINA WATER SERNIM NLIRfiEFOE IT IS TIE CONTRACTORS RESPOL7Y TO INSTALL WATER S3RNCE TO EACH LOT. 27. PPE MAIIRBA.S PVC - All. PPE PIPE FITIWCS POPE JOINT PAOONG AND "ITNG MATERAIS VALVES FIFE HYDRATES AND METES INSTALLED LMFR THIS PROJECT SHALL CO M TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED N ACCORDANCE WTH AWA STANDARD C900. LATEST EDITOR, PVC SHALL BE MAMpA.CRRFD N ALC O DANCE WTH AWA CITY OF OCOEE SPECIFIC COM THE PYC BULL RAVE A WAIN TAM ING RESASHALL OF 150 PAL AM ALL HAVE A DIMENSION RATIO1. (STANDOF I& PIPE ROLL BE THE SAME O.D.ARD IRON PIPE AS -GUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN PVC JOINT SV1L BE IN ACCORDANCE WIN ASTM W7 ACCORDANCE NTH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL N DIL"ILE IRON - SFIAL. CO M 70 AlB AWWA Cl4r5 . A NNMUM If LASS 50 PIPE WALL BE SUPPLIED THE FOLLOWING FORMATS: a. 1 For COPY. b. CAD COPY DRAWN N STATE PLANE COORDINATES. DUCTILE RON JOINT - B AU. BE IN W ANSI A21.11 AND AWA 071. SERVICES - SAL BE IN ACCORDANCE WIN AWEA O101/CBOD STANDARDS FOR PCLWMDE TUEM CLASS 160. - 2& WATER MAN CONNECTION MULL BE MADE UNDER THE SLPERNSCN O TIE UTILITY PROVIDER. ALL VALVES SHALL BE 2 All. IMPROVEMENTS TO BE DEDICATED AND OR MAINTAINED BY THE CITY SHALL OPERATED BY UTILITY PROVIDER PERSONNEL OILY.BE BE IN CONFORMANCE WITH THE CITY OF ENGINEERING STANDARDS MANUAL AND DETAILS FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE 29. AL PIPE AND PPE FITTINGS NSTAM MEIUR THIS PROJECT SHAL CONTAINNO AIDE THAN &OX LEAD, AD ANY REQUIREMENT& SOLDER OR FLUX USED ININS PROJECT SAL. CONTAIN NO MORE THAN 0.2X REM 3, ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE 30. NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A IR6UM VMDE DIAMETER OF 6-NOH AND MULL INCLUDE AN APPROVED IN WRITING PRIOR TO CONSTRUCTION. AUXILIARY VALVE 31. A CONTINUOUS AND UNIFORM BEDOID WLL BE FIM DED N TRENCHES FUR UDERGOUD PIPE INSTALLED LNDER THIS CIDC PROJECT; BADOLL MATERIAL VBL BE TAMPED IN LAIRS ARCUND ERGROUND ERGiOU D POPE INSTALLED UNDER INS PROJECT111� PLANS SHAD. BE IN ACCORDANCE NTH AM TO A SUFFICIENT PEGB ABOVE THE PPE TO ADEQUATELY SUPPORT MD PROTECT THE PPE; AND UNSUITABLY SIZED SRCIFS (AS OECRBED N APPLICABLE AWWA STANDARDS OR NAMFACNERS' RECOMMENDED INSTALLATION PROMA*" WAR THE eTH EDITION OF THE FLORIDA FIRE PREVENTION CODE; iRENOES WLL BE RELMED FOR A DEPTH OF A LEAST SIX NIC- S BELOW THE BOTRM OF UNDERGROUND FEE INSTALLED UNDER INS PROJECT. NFPA 101, 2015 EDITION NFPA 1, 2015 EDITION NFPA 14. 2013 EDITION 32 CONTRACTOR SHALL NDT ACTIVATE WATER S VICE UNTIL FDEP RAS CLEARED THE SYSTEM FUR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY ME OMEN. NFPA 24, 2013 EDITION NFPA I3, 2013 EDITION Si WHICH HAS NOT B_ _ BEEN TESTED. OBEFAVID BY ENGINEER, AND THE RIGHT TO WMCLD AUTHORIZATION CEREPORTED TO CPAYMENT FOR AM OMM PORTION OF THE TO PROECT SEECAAMOS, PIPE� RECLAIMED WATER 1. POLYVINYL CHLORIDE PLASTIC PPE (PYC) 4-NCH THROUGH 12-INCH SHALL BE MANUFACTURED IN ACCORDANCE WIN ANSI/AWWA 0200 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PS AND HAVE A OR (OIMEHSION RATIO) tl 1& PPE SHALL BE PURPLE AND LABELED 'BECLNMED WATER' OR 'NON POTABLE WATER' PROMINENTLY ON EACH PPE JOINT. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS SHALL COMM TO ASM D3139 DR13 PIPE 2. DUCTILE RCN PIPE (DP) SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 4-NCH THROUGH 12-­INCH AND CONFORM TO ANSI/AWWA CISO/A21.50 (LATEST EDMON)L ALL DUCTILE IRON PIPE SHALL HAVE CEMENT MORTAR LINING AS SPECIFIED IN ANSI/AWWA C104/A21.4 (LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE . CONFORMING TO ANSI/AWWA CI11/A21.11 (LATEST ETXRON). 3. PIPE SIZES GREATER THAN 12' IN BOTH PVC AND DUCTILE IRON SHALL BE SEPARATELY SPEOFIED ON THE PLANS: NTH THICKNESS CLASSES TO BE SHOWN BASED ON WORKING PRESSURES, PPE DEPTH AND TRENCH CDHDITON& 4. COMPACT HTRNGS FOR DUCTILE IRON PPE AND PVC GOOD PPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI/AWWA C153/A21.53 (LATEST ELATION) AND SHALL BE CEMENT WED IN CCNF'OBAANCE WITH ANSI/AWWA CI04/A21.4 (LATEST EDITION). 350 PSI MINIMUM PRESSURE RATING. & DATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO AIMS/AWWA C50B (LATEST ETMTCN) WITH 2-NCH SQUARE YARENCH NIT. EXIENSON STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES COMPLIANCE WITH AWWA C500 (LATEST EDI7q�) AND TESTS LISTED THEREIN WLL BE REQUIRED. VALVES SHALL BE GLOW, MUEL ER, KENNEDY, MEH. AMERICAN DARLING, OR APPROVED EQUAL S. VALVE BOX PADS SHALL BE 24'x24'x8' THICK CONCRETE WTH FOUR (4) RENFORCNG BARS PAD B TO BE SET AT FINISH GRADE. 7. UNDERGROUND VALVE IDENTIFICATION UN NARNETtS SHALL BE PROVIDED AT EACH VALVE LOCATION. MARKERS BE }INCH DIAMETER AND 1/e-INCH THICK SOLID HARD BRASS WITH 1/4iNON ROD ANCHOR WIN TAMPER -PROOF' HOG( END. SURFACE SHALL BE ENGRAVED WITH 1/4-INCH TO 7/e--INCH CAPITA LETTERS APPROXIMATELY .015-INCH DEEP - HAND PUNCHED METIERS NOT ACCEPTABLE FOR MARKER TEXT, REFER TO UNDERGROUND VALVE MARKER DETAIL SURFACE GROUND SMOOTH AND EPDXY CDATEO TO PREVENT TARNISHING. MARKERS ARE TO BE WAGOO MARKERS. OR APPROVED EQUAL E. DATE VALVES SHALL MEET OR EXCEED THE OES10N STRENGTH TESTING AND PERFORMANCE REQUIREMENTS OF AWWA 0504 (LATEST EDITION), CLASS I00. VALVES SHALL BE DUCTILE IRON, RESMENT SEAT, AND BE MANUFACTURED BY KE7NEDY, MUEILER, MAIN. AAERICAN DARLING. OR APPROVED EQUAL BUTTERFLY VALVES TO BE USED FOR SIZES GREATER THAN 12-INCH. 9. AR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAN TO PERMIT ESCAPE OF TRAPPED AIR THE VALVE SITE LOCATION. AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. AR RELEASE VALVES SHALL RE VALMATC OR APPROVED EQUAL 1 0. VALVE BOXES ON BURIED RECLAIMED WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WTH A MINIMUM INTERIOR DIAMETER OF S-INCH NTH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON THE TIP. RECLAIMEDRMED WATER BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE. AND SHA LL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL 11. PIPE INSTALLATION OF PVC RECLAIMED WATER MAIN SHALL BE N CONFORMANCE NTH ASTM 02774 (LATEST EDI110N} INSTALLATION OF DUCTILE RON PIPE RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C800 (LATEST EOTION� 12 RECLAIMED WATER SYSTEM PIPES SHALL BE INSTALLED SO AS TO GIVE A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER OF PIPE TO CENTER OF PIPE FNON POTABLE WATER ONES AND MINIMUM }FOOT SEPARATION FORM TSBE WALL TO OUTSIDE WALL AS WELL AS 18-INCH VERTICAL SEPARATOR N THE CASE OF A CO FACT WHERE THESE SEPARATIONS CANNOT BE MAINTAINED THE REUSE MAN SHALL BE UPGRADED TO DP. M COMPACTED BACKFLL SHALL BE TO 98 X MAXIMUM DENSITY AS DETERMINED BY AASHM T-180 UNDER AL. PAYMENTS WITH 12-INCH MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BAC(FILL SHALL BE TO B5X MAXIMUM DENSITY AS DETERMINED BY AASHTO T-INK WITH 12-4 NOI MAXIMUM LIFT THICKNESS SEE PIPE TRENCHING DETAILS. 14. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. IS. INDICATOR TAPE SHALL BE BURIED N THE RECLAIMED WATER MAIN TRENCH 18-INCH DIRECTLY ABOVE THE MAN. A CONTINUOUS COPPER DETCTDR WRE SHALL BE ATTACHED AS SHOWN ON THE PPE DETECTOR FIRE MARKER DETAL. INDICATOR TAPE SHALL CALL CUT THAT A RECLAIMED OR NON POTABLE SYSTEM 15 BELOW. PPE SHALL BE COLOR CODED PURPLE IN ADDITION TO MARKINGS. SIGNS INENGUSH, SPANISK AND INTERNATIONAL SYMBOLS SHALL BE INSTALLED NOTING TUT NO DBHIONO 15 ALLOWED. CONTINUITY CHECK WILL BE PERFORMED AND MUST BE ACCEPTABLE IS. ALLOWABLE LEAKAGE FOR PVC PRESSURE MAWS WLL BE INACCORDANCE WITH AWWA M23. 17. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REWIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT LOCH. AGENCY, UTILITY PROVIDER, AND ENGINEER IN WRITTEN FORM. FORTY-EIGHT (48 HOXRS N ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL ORM SATSFACTCIRY PRETESTING PRIOR TO NOTIFICATION. NO TESTING WILL BE SCHEDULED ON A MONDAY OR FRDAY. 1& THE RECLAIMED WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS PER UTILITY WONDER STANDARDS 19. ALL RECLAIMED WATER PIPES SHALL BE INSTALLED USING WATER PIPE CRITERIA MANS MALL BE CLASS 52 D.I. PIPE F 24-NIXES TO 30-INCHES OF 00YIIt IS PROVIDED AND MASS 51 IF 30-MCHES TO 36-NMES OF COVER IS PROVIDED. 20. SIGNS SHALL BE POSTED IN THE NCNITY OF PUBLIC RECLAIMED WATER RECLAIMED WATER IRRIGATION SYSTEMS, ADNSHG THE PUBLIC THAT RECLAIMED WATER I5 PRACTICED. ftWIllcmO:;�FczrQ.1 EE G O:.�C� 2920 4 MADDEN CIVIL ENGINEERS 431 E. Ho tlo Avenue Suite 260 M918a1d, Flalda 32751 (407) 629-8330 0 (` IW< 15n ''^^ _ / v! O O W Z QLL Q i J z W LU a It TIARA o Ir LL (L Z W o . W M,�.11 O. G n I SO. m . Y o W 05A 0 S F �:5 a F4 a l z a:3D W 5 q I VVV11111IMIA%AA , ., �G ye 61 g -�,22 0 L. ?i2 ' V�j Z C 6,N 1.I K z/11111 % ,I 1 a m 1 11 E 49 A II z a 0 I N >R li a o i z LOB I 19026 1. DATE: 12/06/2019 u SCALE: Na T. S.'3 DESIGNED BY. SSB I DRAWN BYI SSB APPROVED BY: BSB E_C061 E 3 CITY or OC I I KICETDNG 7TAR PUDIC PACHMES �• ZONING: PDBUC USE (PVD) . Dr � zOft*, Pw $RCg�R TRACT CT TABLE SITE DATA 1. PAAC9. ID NWBERS IF22-26-0000-Oo-0.76 xi �• TRICK tun uS Drum uwr. AREA (AC RI OCOEG VISTA PARKWAY s •«. ... .....•._ - D aft� TIP m Y PUBLIC RmHT-OF-WAY (WIDTH VARVARIER)Opj _� ��341i _ .�• B OPEN NAA HM In(I&7&h 2 LAND USE - - I PLAT ROOK 69. PA613 all -TO ,.* C D WALL / LUOSC FE / IMFFRI OPEN SPACE KOA. RAA K&A H.O.A.0.00 1158 (8.70R) (&" pRpp % 0lY ff N41Y PES100fRAL((IDR - - - - - E OPEN SPACE / REfRG11W KOA KOA 0.16 (7041) 1 �17q ICILY OF CpwHR AL Pw) 1 I I 1 1 I ) F RETENTION HOA KOA 1.04 (11.9Oh (Ott Or ODOM CONEROAL I ENGLE FAMILY LOTS PRNATE PRIVATE 3,31 (31LOS* L UMT TYPE TDWNDNE OONR118TY ( & TOTAL LAID AREA &A AC C SOETAX TOTAL 970 (100.003) 6. PROPOSED URNS 76 Tom 7. PROPOSED �.00000 csot rYAUE7 aETTN ■■•■■■r■��� 'P I rsam & NOUN LOT &96 DU/AC NSF BLIMPOR & MAN LIVING AREA . f • C901 i1PE-A VEDIAN WRB.�1�� 4,�� _ q.n�s+�,i y,. lO ILLY TAEWlO HOMT 75'(2-S70RY) 'ERECT P - R4-71Off WOR SO • - WOO ff WAY l • • — ; II. �D@�NXW4E, �IDT RETENTION ■ ■ ■ ■ - ■ TIP. EA VEDLAl4 EA END \ NEW\1s '. W T9, / tENIN KRIS, 20' WIDE 83Z GIVE •� NI ■ REAS 901D / \ 2 2 STOP 9O1 BAR AND 12 SOL TYPE -A &37 AC ..�,is REfMDD 101L TRICTB C901 WmSWALK W-IL - M-D 033 AC OPEN I • �, SPACE ACffSSIXE RAMP A EDGE OF PAE7INT Y YAHEY WTIFA IA OPEN SPACE . I DETECISLEE WARNIRC 0 AGff9HE PALOIO 30R NET AREA &70 z 0.30 = ELSE AC . 47 ( •• ..dam 'fT- �- �CONTROL \ C901 S.TSAm TRiGV. I SPACE a RAMP �� TIPE-A SM U7 z O35 = 2.93 AC \ IRACIS E. C. D. E S00 AC `0 0 No {♦ . • >d �,s r- 7 B 9 l0 11 0.2 LADDSCIiPE RAxs - / TYPE-F CARE PARK TYPICAL ON —STREET PARKING p 14. RECREATION &18 AC (TRACT E) ♦ ♦ -Rr 'S 6 p R J / C901 11 SOM ACE POPULATION z 0.322 - 25 OEM 4 4 R 7RANSON NAN/P-CIAi ♦} ■ ■ ■ I 2 7 & L L z \ \ - I& PAPgECNO ORW tE5/INIT - 12B SPAM R35' 6' 9DEW/OR� CENTER TINS A T- 92 SPMES PflffF7UT BWIDAIR. TIP. 38 I I I I (rnAc� 1G031H7G�FLOU7•. COM�IAL I ) SPAT, ZONENG: COMMERCIAL (PUD) CUT OF OCOEE BM71MG nu,. compact t ZONING: COMMERCIAL (PUD) p R 901E sf i \ PARK N IN KIN SPACES sSPACES 01R y • • R44��- lQ 4-sSDDwN� 901E GRAPHIC SCALE TOTAL 21v] _ �X c 04 n. BLUM SETBACKs Fm CB04 yC • W ACE # r5 av PauNEAR I� d •R2X � 1 PERIOD STNL � \ BN SDDTALK SDE O I& SULDNN SEPARATION FIT! _ ^\x ROE FACT E \ ✓ TION r \ ( IN PEET) as 1 lh = 60 EL1& � 70 � REAR 70 R1'5 /A • 53 RTB�PER.� • \ OEM NPACT9 - �' • \ 13 P WA SETA�R IffPD-T. L 4W W 78 24 S`1 • \ P� OBM FIE O 2-HOLR lldl yF \ F 14. 52 d 55 Y 77 • \ Y\ IS \ ��, Ip p1 \\ c Al \ \p \ • \\ \ \ tl GENERAL NOTES: A 51 NA \ \ 56 \ 76 Rq \ p\ \ 16 p \ 1, THE PROECT'NL IE BIILT IN ONE (1) PUIae \ \ 50 0 \ \ W \ • 7$ ` p\ \ • 17 C Fp \ \ a TIE PROECf NLL BE OL9OBD NM ONE ((1) STOOINATN WANAQ3OH POND 7NAT ELL ACONNODAIE THE PROPERTY. NE POD IEL BE DESIGNED IN ACWIDNEi WITH THE 4' SmERIR \ \ \ pl \ • 7' \ \ 1° CITY OFOCOFE AND S.RND STANDARDS. 49 \ A \ 2' uun CE 9 7YP Joou \ 9 6 W. o 57 .j 1 18 \ • \Z • \ 3• &LSD IRON NEW WOF, VEDINCO2 , THE 47 15 NDN 11000 2Qi L \\ • 58 9D 74 I4 11 F A WATER BERMS ELL BE PRONGED BY CITY OF OCCEE VIA All E WATER MAN LOCATED • (yt \ btl 4 d \ \ p ALONG OCOEE NSTA PAIONAY. \ 48 \ • p \ • 59 73 \ ut 19 & RECLAIMED WATER SRNCE BILL BE PRONGED BY THE MY OF OCOE NA AN W - \ \ \p \ \\ / \ m 1 1 I REC1AlED WATER WIN LOCATE] ALONG CODES VISTA PAW AY. \\ • p\ \\ \ p RY \ y' \ 1 L WASTEWATER SERVICE SMALL BE PRWW BY THE CITY OF OCEE VIA AN E TRAM p\ 47 s1 �10A4 p 60 Y \ 72 1 i \ .. 20 \ 1 MAIN LOCATED &M OARS NUN. \\ 46 • p \\ 1 • K1 \ 61 Fp \ 71 6 \ ^ p \ - \ • 21 \ p 7. FIE PROTECTOR SMALL BE PROVIDED BY CITY OF DODGE IN AID RESOLE \ \ pl \ • \ I p\ \ 6 RO PARIOIO SOIAOE RS-% TIP. & POKE PROTECTION SNAIL BE PROMOOD BY CITY OF OMEE POLICE DEPARTMENT. n \ \ 45 R \ K 62 22 ) MOD IOO-R OO ALONG Q OO'OE VISTA BLVD. DM2490N S. ACCESS 10 THE BITE WILL BE VIA OOOEE NSA PARKWAY. W \ \ \ 6 E \ K \ 44 • \ 24 x \ 70 \ X \ • B \ - la THE PRO= ROADS ELL BE PRNATHY OARED AND YNNTAINE0. X \ \ \ \ 1S \ TRACE OP7N \ It. 00101011 OPEN SPACE REY 1011 AREA ND LANDSCAPE BUFFERS SHALL BE OWNED AND \1 43 • • 63 "A 69 \ NO1C DPACE I MAINTAINED BY TTE NONE OWNERS ASSOOATIOR U14L NSIOITENP PoR N0.1 YANAGEIM LLL BE MARSHES BY ME OflOEeLTOpPFpA.g / \ • W8 K \1 \\ IV X\I 68 1701E \ CITY OF OCOEE IL ANTS I.&ITZrs \ \ \\ 42 \ p \ \\ 64 \p Id \ p C i 1 "+ 1 I 4 u• APPR '•T/5'A�E`/D/�+R PERMITTI G % EuDEVILMENT.'s.1 ca�PLY-EG(HL a AND IN EIFTLT AT�fwu SBD615OR RAN APRROVAL d \ \ % • 0 67 6 \ ! QIY IS MnlgOR Pmm WY BE no ONLY UPOT FNONO BY THEADDRESSED Ma ' \ A 41 \ p1 \ 2Y VIDE STAB ICHAEL W.ICES - -E NAU. BE AVAIABE COROURM NTH TIES AACCTMT. \ \ \ \ '\ 40 Id \ \TL y,\ i _ ' _ . _ AGOSS MEVfl IFiCti`YON 3 ��ZL) 14. A MOURNER A5500ATICN HILL LE CREATED TO P$OABE'Ff�R TE YANAAiNOR ff WMIDH AREAS AND FAOI70 AS��REXW Or OI'f ff OWFE IDO 71E PR0.ECT WIl9515.W.96-FWRY DWELLINGS ODUSIWICIED AS 2-SM. J9 24 b /� i 60 WTS ET, 7FRO fEEF BETWEEN BIRDFM IIILL L BE N F711EA 4 m S-URT GRORIDS FAN BIIIDNO HL BE 9RBCaID NUN 7. 6 � � "/11 XFPA 1W m 17R SYSIEY \ �' _ _ � 30 •i I. p p I RI R47 / / IS. STREET WW9RND IS TOBE PRONGED N ACCORDANCENaTr OF -GM VRD R8-3a 'NO PARKING' SIGNAGE NOT 10 MILE DELELOPIENFOS COA STREET UNM MAN. LIOTT ASS]OL7 (k >d i 901E R IL 23 DETAILS. SUN. BE ROILED TO THE 5 FAR APPA17/AL PRIOR TO CONSTRUCTION OF 25 24 1 1 - ,0 / STREET UGHTI G. 1 • • * ' I p W' IL p 27 26 - r J CMD'T 0T apEEYA S ODE/ Q I7. 1 CT PFA lSIARUD 9RtE--FAIRY LOT I1M5 ILL BE OWED AND BE GERM AND MAINTAINED BY ME ACS.ET�L 32 p 31 30 29 28 y0 ' I PT1T 09/ / I ' / �ANm�� ACTT OIMltS W. FFITIES ND/m WNLS ILL REgEE h p p 33 / / 35 34 36 • 20 TTP. DO UNIT LOT WIDTH Imay j4 Be ULF LOT EDiX 38 3 T- Lr •g� • / / 'o' FFA TVP. LOT MIN / ' (/ �-1-20 TIP. MDT WIN 1 '•• END IRI74 DID UNITS: ►• / slow BWAD060 Ra.+.Sti TONS 03D J `D, 1�p 'A AY YO 625 / LEGEND ■ ■ ■ ■ ■ S(1151RE . SOL HUIIBfIt SOL RAYEfFWQEE OUXIC FIS9R QCANDLER 4 I s5WW�� " oro6P FIN91'('SOP6 DWOWEE FIE SAW D BJA 5T Il1CIE FIE SAID, 0 TO 6 PERCENT SOPS OTAYARES-WIHWI 47 iR WMRIX " 0 TO 6 PERCENr S.ffE9 ACES 2 GARAGE PARING �ACF3 2 DNIENAY PIRNND SPEWS (2) Od1EWAY PARIONO� I cam _ um ' ' S)_ / •,®� () ORIEMA7 PAM S AM 11) DPo EYAY P. SPACE 25 NdIT SLiehOc s<_L :VJ �7., ..., ....: 4' SOEWALX TYPICAL LOT DETAILS TYPICAL LOT DETAILS EOOE ff PAAVflElTf ,> � u.s 1164. TE0 A"' '' i / ORANGE USIV, NANKIN. REDDIANCE R 2018vDDH axv10E B-UNLIT WWALK HOME 4—UNIT oOWNHOME Ow2Fa cauxN, rLm®t sNmBER 2oI6 DR7 OF OMER ®7N0 FLU: HIGH DG1ffiEY RES. ZONING: MULTI -FAMILY (R-8) MADDEN VIEGNRS 431 E. Horatlo Avenue Suite 260 Mallland. R.N. 32751 (407) 629-8330 Q Q 0 0 to iL O U) m o J. 13 W '4^6 11 vJ o 0 LL � U N o W q 2 N a. w Q <G^ H 92 cc W ,LL,will II1r4A,' 44 6,. �" %t2'L•u7 Z �� � i rpun u111� � Z� m W E 0 o_ JOB f I.U[a - OATE: 12/06/2019 2 SCALE DESIGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB C-101 1. THE CITY OF OCOEE. FLORIDA (THE VTYj IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORDA STATUTES, CHAPTER 183, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. Q 2. THIS PROJECT SHALL BE DEVELOPED IN ONE (1) PHASE 3. EACH PHASE OF THE PROJECT WLL STAND ON ITS OWN NTH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THE PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE OF ORDINANCES (THE CDOEJ, WHICH CODE INCLUDES CHAPTER 180. THE CITY OF OCOEE LAND DEVELOPMENT CODE (THE LAND DEVELOPMENT CODED, THAT THE DEVELOPMENT SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL ALONG WITH THE CODE OF ORDINANCES AND THE LOC 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAVER TABLE OR EXPLICITLY SET OUT ON TILE PLAN. 6. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNERS SOLE COST AND EXPENSE 7. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN/FINAL SITE PLAN. E. AL. EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WITHIN THE PROPERTY BOUNDARIES WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES 9. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN DEVELOPMENT AGREEMENT DATED AS RECORDED IN OFFICIAL RECORDS BOOK PACE PUBUC RECORDS OF ORANGE COUNTY, FLORIDA. 10. ALL LEGAL INSTRUMENTS INCLUDING. BUT NOT UNITED TO (I) DECLARATIONS OF COVENANTS, EASEMENTS AND RESTRICTIONS FOR THE PROPERTY; (B) ARTICLES OF INCORPORATION AND BYLAWS OF THE PROPERTY OTHERS' ASSOCIATION (THE 'ASSOCIATIW'J; AND (B) WARRANTY DEEDS, EASEMENTS AND BILL OF SALE DOCUMENTS TO THE ASSOCIATION, THE CITY, THE COUNTY AND/OR THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SAWMID') SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO PLATTING ALL OR A PORTION OF THE PROPERTY. It. PARKING FOR UNDIMDUAL LOTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LAND DEVELOPMENT CODE 12. EACH FIRE HYDRANT SHALL BE PANTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFT® TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 13. THE OWNER OF EACH TRACT SHALL BE RESPCNSULE FOR INSTALLING REUSE LINES ALONG WTH THE OTHER SUBDIVISION INFRASTRUCTURE. AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE OWNER SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. 14. PURSUANT TO THE LAND DEVELOPMENT CODE, ALL SUBDIVISION 9GNAGE MUST BE CONSISTENT NTH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION OF THE CITY. 15..TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONVICT WITH THE LAND DEVELOPMENT OCDE THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL 16. TO THE EXTENT ANY LIFT STATIONS ARE REWIRED ON THE PROPERTY THEY WILL BE CONVEYED TO THE COUNTY AT THE TIME OF PLATTING. LIFT STATION FACILITIES SHALL BE DESIGNED TO ACCOMMODATE A MASTER PUMPING STATION CONSISTENT WITH THE COUNTYS UTILITY MASTER PLANS. ALL SUCH LIFT STA71CNS SHALL BE FENCED WITH BLACK. VIM CHAIN-UNK FENCE. WITH POSTS AND RAILS PAINTED BUCK, AND SAIL BE SET BACK NO LESS THAN 2V FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED VAIN HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIWSTRUM. 1, EXISTING TREES EIGHT INCHES (B7 OR LARGER (OTHER THAN CITRUS TREES, OR TRASH' TREES) LOCATED RANG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT AL POSSIBLE; THE BUFFER WALLS AND ROADS WLL BE DESIGNED AROUND THOSE TREES 70 INCORPORATE THEM INTO REWIRED LANDSCAPE BUFFERS AND AS STREET TREES 2. THE EXISTING GRADES ON INORIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS OR TRACTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON THE SAME EXCEPT AS SPECIFIED IN THE APPROVED FINAL SUBDIVISION PLAN/FINAL SITE PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS/TRAGTS. 3. REMOVAL OF EXISTING PROTECTED TREES WLL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN/FINAL SITE PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS AND TRACTS WLL BE EVALUATED AT THE TIME OF SITE RAN REVIEW FOR THAT LOT OR TRACT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 4. IN ORDER TO ENSURE THAT AS MANY EXISBXG TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WLL BE RAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL NO CLEARING PERMITS WLL BE ISSUED FOR SITE WORK OR BUDDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS S. NO PERSON SHALL UNDERTAKE LOUD CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PM93LE AND NO AUTHORIZATION STALL BE GRANTED TO REMOVE A TREE IF THE OWNER HAS FALED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE 6. THE FINAL GRADING PLAN WLL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS AND TRACTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 7. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAN SENSOR. 1. ALL GROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 2. ALL UTILITIES TO BE RACED WITHIN THE TEN FOOT (10') EASEMENT ALONG THE FRONT OF EACH LOT WLL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 3. ALL UTILITIES INCLUDING ELECTRICAL CABLE, TV, AND TELEPHONE AND INCLUDING ON-STE EXISTING OVERHEAD WRES SHALL BE PLACED UNDERGROUND. 4. UNLESS OTHERWISE NOTED, A FIVE FOOT (5') UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND TEN FOOT (10) UTILITY. DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. S. ALL DRAINAGE AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OR TRACT OWNERS S. DRAINAGE EASEMENTS BETWEEN LOTS AND TRACTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS WLL BE SHOWN ON THE FINAL SUBDIVISION PLAN/FINAL SITE PLAN AND WLL BE SIZED TO MEET CITY REQUIREMENTS 7.. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY AND OTHER APPUCABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM NTH RESPECT TO THE FOREGOING. B. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON IS HEREBY GRANTED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OF LIABILITY UPON THE CITY TO ENTER UPON THE PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN TIME DRAINAGE SYSTEM ON THE PROPERTY. THE ASSOCIATION SHALL OWN AND MAINTAIN ALL COMMON AREAS AL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SMALL INCLUDE THE FOLLOWING PROVISIONS I. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF THE ASSOCIATION FAILS TO 00 SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE It PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN ALL COMMON AREAS SHOULD THE ASSOCIATION FAIL TO DO SO AFTER NOTICE FROM THE CITY. TO THE EXTENT THAT THE CITY UNDERTAKES SUCH ACTION, THE CITY SHALL BE ENTITLED TO REIMBURSEMENT FROM THE ASSOCIATION AND SHALL BE ENTITLED TO REQUIRE THE ASSOCIATION TO LEW ASSESSMENTS FOR THE PURPOSES OF PAWING SUCH REIMBURSEMENT. IF. PROVISIONS GRANTING THE CITY THE RIGHT. BUT NOT THE OBLIGATION. TO MAINTAIN/REPAIR THE STORMWATER MANAGEMENT SYSTEM FOR THE PROPERTY (THE SHWAS) AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE OWNER IF (A) TURNOVER OF CONTROL OF THE MEMBERS HAS NOT OCCURRED; OR (8)IF THE OWNER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE BRIMS IV. PROVISION PROVIDING THAT THE SCUMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATON/VAINTENANGS ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WTHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. V. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING NTH THE FLOPoDA SECRETARY OF STATE M. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS THE DEOARANT SMALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FCR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WIN ALL APPROVED PLANS AND PERMITS TO THE EXTENT THAT ANY SUCH ENGINEERS REPORT INDICATES ANY CORRECTIVE ACTOR IS REQUIRED, THAT DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION DECLARANTSAN AT THE EXPENSE D TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. Mi. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY 07HER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. M.I. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OR SCUMS REWIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. VIV. PROVISION THAT THE ASSOCIATION MUST PROVIDE AN ANNUAL CER11MCA71W OF THE STORMWATER-IRRIGATION PUMPING SYSTEM BY A QUALIFIED AND LICENSED IRRIGATION FIRM. THE CERTIFICATION WILL BE SUBMITTED TO THE CITY OF OGOEE UTILITIES DEPARTMENT ALONG NTH A COMPLETED ANNUAL MAINTENANCE CHECKLIST AT THE SAME TIME AS THE BACIFLOW CERTIFICATION IS SUBMITTED. 3. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE ASSOCIATION SHALL BE CONVEYED TO THE ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. A SPECIAL WARRANTY DEED IS PERMISSIBLE IF ACCOMPANIED BY A TITLE INSURANCE POUCY TO THE ASSOCIATION. 1. FINAL STREET NAMING WILL BE COORDINATED THROUGH THE SUPPORT SERVICES DEPARTMENT - INFORMATION SYSTEMS DIVISION AT THE TIME OF FINAL PLAT SUBMITTAL 2. [F PUBLIC STREETS] ALL INTERNAL ROADS WITHIN THE PROJECT WILL BE DEDICATED TO THE PUBLIC AT THE TIME OF PLATTING UNLESS OTHERWISE NOTED. 3. [F PUBLIC ROADS] STREET LIGHTS, SECURITY LIGHTS AND LIGHTING FOR COMMON AREAS MEETING CURRENT LAND DEVELOPMENT CODE REQUIREMENTS STALL BE INSTALLED BY THE OWNER PRIOR TO CERTIFICATE OF COMPLETION AT THE OWNERS EXPENSE IF UPGRADED STREET LIGHTS ARE INSTALLED, THE OWNER AND THE ASSOCIATION WILL BE REQUIRED TO COMPLETE AND EXECUTE A CITY OF OCOEE OTHERS AND HOMEOWNERS ASSOCIATION AGREEMENT FOR UPGRADED STREET LIGHTS NTH THE OWNER AND THE ASSOCIATION BEING RESPONSIBLE FOR OPERATING COSTS FOR THE DIFFERENCE BETWEEN STANDARD STREET LIGHTS AND THE UPGRADED STREET LIGHTS 4. 'INTENTIONALLY DELETED'. 5. THE OWNER SHALL CONSTRUCT APPROPRIATE CURBS CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT OR TRACT SHALL BE CONSTRICTED AT THE TIME OF DEVELOPMENT OF THE LOT OR TRACT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS ALL RETENTION PONDS WILL BE UNFENCED WITH MAXIMUM 5A SIDE SLOPES INTO THE POND. THE DEVELOPMENT OF THIS PROJECT WLL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC ROADS WITHIN THE PROJECT. _ ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE FIFTEEN FEET (15') FEET FROM THE TOP OF THE BANK. UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR, THE SCUMS, INCLUDING ALL PIPES, INLM. MANHOLES, STRUCTURES AND RETENTION PONDS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE ASSOCIATION. NOTWITHSTANDING THE CONVEYANCE OF THE RETENTION PONDS TO THE ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTANED IN THESE CONDITIONS OF APPROVAL THE OWNER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE SCUMS, INCLUDING ALL RETENTION PONDS, UNTIL SUCH TIME A9 I. THE ENTIRE SCUMS FOR THE PROJECT IS CONSTRUCTED AND THE APPROPRIATE CERTIFICATE OF COMPLETION IS ISSUED BY BOTH THE CITY AND THE SJRWMD; B. THE RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION;. ID. THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMO AND ALL TRANSFER RECORDS REQUIRED BY THE SJRWILD HAVE BEEN EXECUTED AND ACCEPTED BY SRVMD. IV. THE CITY HAS BEEN PROVIDED NTH A COPY OF THE OWNER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWAPS; AND V. THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE OWNER'S PROPOSED MANTENANCE PLAN NTH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPCNSBLE FOR THE MAINTENANCE OF THE SCUMS. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLA LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS AND ANY LIFT STATION TRACT SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE CORRESPONDING PHASES. I. ALL FINISHED FLOOR ELEVATIONS NLL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF EIGHTEEN INCHES (167 AND/OR THE 100 YR FLOOD EVENT FOR THE STORMWATER MANAGEMENT SYSTEM BY EIGHTEEN INCHES. 2. THE OWNER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTITIES VAIN JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY DISTURBANCE. SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES FURTHER, THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE WETLANDS IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 3. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY S, RWM0 AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. GENERAL OR INDIVIDUAL PERMITS ARE REWIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4, AT THE TIME OF SUBMITTAL OF THE FIRST PREWANARY SUBDIVISION PLAN OR SITE PLAN REVIEW FOR THE PROPERTY, THE OWNER WLL MAP THE JURISDICTIONAL WETLAND LINE ON THE SITE AND ESTABLISH A TWENTY-FIVE FOOT (25) UPLAND BUFFER FROM THAT LINE DEPENDING ON THE RESULTS THE CITY MAY ALSO REWIRE A CONSERVATION AND DRAINAGE EASEMENT OVER ANY WETLANDS OR ADJOINING CONSERVATION AREA THE USABLE AREA OF TIRE SITE WILL BE REDUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA WLL BE REDUCED PROPORTIONATELY. PION TO OR AT THE TINE OF DEVELOPMENT OF ANY PORTION OF THE PROPERTY, IF A CONSERVATION AND DRAINAGE EASEMENT IS REWIRED, THE OWNER SHALL CONVEY TO THE CITY THE CONSERVATION AND DRAINAGE EASEMENT, THE FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CONVEYANCE SECTION J. TOWNHOME PROJECTS 1. THE APPLICANT REQUEST A WAIVER FROM TOWNHOME COA /1 REQUIRING AUTOMATIC FIRE SPRINKLER SYSTEMS 2. OPEN SPACE BETWEEN TOWNHOME UNITS NOT PART OF AN INDIVIDUAL LOT. SHALL BE OWNED AND MAINTAINED BY THE ASSOCIATION. 3. THE TOWNHOME PORTION OF THE PROJECT WLL COMPLY WIN SECTION 6-15 OF THE LAND DEVELOPMENT CODE REGARDING MULTI -FAMILY DEVELOPMENT STANDARDS. 4. STREET TREES SHALL BE PROVIDED BY THE OWNER AT A RATE OF ONE (1) TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING 5. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE TOWNHOME PORTION OF THE PROPERTY SHALL INCLUDE THE FOLLOWNG PROVISIONS: 1. PROVISION PROVIDING THAT SHORT TERM RENTALS (RENTAL TERM LESS THAN SIX (6) MONTHS) SHALL BE PROHIBITED AND PROVIDING THAT THIS PROVISION MAY BE ENFORCED BY THE CITY. II. PROVISION REQUIRING THAT GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WLL BE PROHIBITED ON THE PRIVATE STREETS, EXCEPT IN DESIGNATE) OFF-STREET PARKING SPACES. 11. PROVISION PROHIBITING RV AND BOAT PARKING WITHIN THE SUBDIVISION. IV. PROVISION REWIRING THAT IF TRASH CANS ARE USED AT INDIVIDUAL UMTS, THEY SHALL BE STORED IN THE GARAGE, BUT IF THEY ARE STORED OUTSIDE THE GARAGE THEY SHALL BE SCREENED FROM VIEW WITH A DECORATIVE FENCE AND/OR LANDSCAPING. V. PROVISION REQUIRING A SIX FOOT (6') PRIVACY FENCE ON ALL THREE (3) SIDES OF ANY LOT NTH AN ACCESSORY STRUCTURE, PER SECTION 5-68 OF THE LAND DEVELOPMENT CODE M. PROVISION REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN CERTAIN REAR YARDS. VU. PROVISION REWIRING ALL LOTS NTH FENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. VS. PROVISION PROVIDING THAT TRASH PICKUP NLL BE PROVIDED. FOR EACH INDIVIDUAL UNIT AND THAT NO OUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL IX PROVSIONN PROVIDING THAT INDIVIDUAL OWNERS OF INDVIDUAL LOTS SHALL BE WHOLLY AND EXCLUSIVELY RESPONSIBLE, TO THE EEENT NECESSARY. FOR THE PERIODIC CLEAN -OUT, MAINTENANCE, UPKEEP. REPAIR AND REPLACEMENT OF ALL ELEMENTS OF THE SANITARY SEWER SYSTEM LOCATED ON THEIR RESPECTIVE LOT, FROM THE INSIDE OF THE HOME TO THE BACK OF CURB WHERE THE LOT UNE ENDS. THE ELEMENTS OF THE SANITARY SEWER SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL RING, UTERALS•AND OTHER COMPONENTS OF THE SANITARY SEWER SYSTEM. NETHER THE ASSOCIATION NOR THE CTY NOR ANY OTHER THIRD PARTY SHALL HAVE ANY RESPCN9BRUTY FOR SUCH CLEAN -OUT, MAINTENANCE, UPKEEP, REPAIR OR REPLACEMENT OF ANY COMPONENT CF THE SANITARY SEWER SYSTEM LOCATED ON A LOT. FOR DEVELOPMENT OR REDEVELOPMENT OF PROPERTY LOCATED OUTSIDE THE OCDEE COMMUNITY REDEVELOPMENT AREA (CRA) BUT WITHIN THE WE TVA STUDY AREA (WSA) BOUNDARY, AND WITH THE EXCEPTION OF A SINGLE-FAMILY HOME ON AN EXISTING LOT, THOSE PORTIONS OF PROPERTIES THAT CONTAIN AT LEAST ONE (1) OF THE THREE (3) FOLLOWING RESOURCES (1) MOST EFFECTIVE RECHARGE AREAS, 01) KARST FEATURES. OR (II) SENSITIVE NATURAL HABITATS INCLUDING LONG LEAF PINE, SAND HILL XERIC OAK SCRUB, OR SAND PINE SCRUB VEGETATIVE COMMUNITIES, ARE BE SUBJECT TO A MINIMUM THIRTY-FIVE PERCENT (35%) WFIKVA OPEN SPACE REQUIREMENT. OPEN SPACE REWIRED TO BE PRESERVED WITHIN THE WSA BOUNDARY IS DEFINED AS: ANY PORTION OF A PARCEL. OR AREA OF LAND THAT REMAINS UNDEVELOPED, OR MINIMALLY DEVELOPED, SUCH AS TRAILS AND BOARDWAIXS AS PART OF A NATURAL RESOURCE PRESERVE OR RECREATION AREA, STORMWATER RETENTION AREAS THAT FOLLOW BEST MANAGEMENT PRACTICES (SUPS), UPLAND BUFFER RETENTION SWALES (PER POLICY 7.7.3). NATURALLY VEGETATED AREAS, AND TRACTS FOR PEDESTRIAN CONNECTIONS. SUCH DESIGNATED OPEN SPACE EXCLUDES WATERBODIES. LOTS, STREET RIGHTS OF WAY, PARKING LOTS, IMPERVIOUS SURFACES AND ACTIVE RECREATION AREAS INCLUDING GOLF COURSES. ALL WETOVA OPEN SPACE AREAS SHALL BE RESTRICTED TO PROHIBIT USE OF FERTILIZER AND CHEMICAL APPLICATIONS, BUT MAY PERMIT MECHANICAL METHODS FOR ROUTINE MAINTENANCE. RULE 8J-5.GO3(84), F.AC. [WEOVA PARKWAY AND PROTECTION ACT (WPPA): CH. 369.321(3). F.S] - NATURALLY VEGETATED SWALES ARE REQUIRED TO BE PLACED WITHIN THE UPLAND BUFFERS SURROUNDING LAKES OR WETLANDS. THE PURPOSE OF THESE SWALES IS TO IMPROVE THE WATER QUALITY OF THE STORMWATER RUNOFF AND ENSURE THAT THE SWALE FILLS AND DGILTRATES INTO THE SO. SO THAT THERE IS NO SHEET FLOW INTO THE LAKE OR WETLAND. THIS METHOD OF WATER QUALITY IMPROVEMENT SHALL LIMIC THE ABSORPTION AND POLLUTANT REMOVAL ABIUMES OF A NATURAL LOW SPOT IN THE TOPOGRAPHY AND MUST FOLLOW ACCEPTED BEST MANAGEMENT PRACTICES (SUPS). STORMWATER RUNOFF. FROM DEVELOPED LIDS ADJOINING WETLANDS, LAKES AND/OR FLOODPLUN AREAS SHALL BE DIVERTED TOWARDS SWALES, HOD THE RUNOFF, AND THEN ALLOW IT TO SLOWLY RELEASE INTO THE SCIL COLUMON. [WXIVA PARKWAY AND PROTECTION ACT (WPPA): CH. 369.321(3), F.S] CITY OF OCOEE APPROVED FFOR PER IRO BYAICHAE W IJkI1,J _. I DEVELO DATE: `] JI1O�-'' s MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 Q O ` ft O o W ova W .J Z o W Z GI w U IL U N o III v 0 I'r L(I M p H � c w „ S VVV711L1 Illl/�,M •,� # A4 �3��4•aI • u�6p5�yy�F s• p Lrc.0 � Z z bo w m Ig D �pp g pp55 pSp, i A ii U b � N a ' o p o N JOB I 19025 DATE 12/06/2019 SCALL. N. T. B. DmGIiEO BY: BSB DRANK BY: 888 - APPROVED BY: BSB C-007 T x `E NV N=6610 W NY".50 IN NY OUT-64. I ;I I I I ,I I ;I I 1 EASTOIO SAN o PW 9753 W DN UR-KM N ROM 9EYA ONS CM FOR E105TNG &MARY SEMA FEATURES HIE PROVDFD FOR IEfFIom ONLY. ALL DOSING STRUCTIFES AND PIPES ARE TO RUM CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL Q CONNECTOR POINTS PRIOR TO WORK. SN NN S �ltill sw+GD � r- ( &FIRE HYDRANT ASSM I R'd' TEE I B'& REDUCER & e• &v. & f GLY. �T�2- 3 I4 13 t7lM I EL�m110,ax, r Lo.■111 SAN MAFRIOE ro -10465 R-10&05 20' UTILITY EASEMENT MblA E SA1N YAIR&lE &41 Q no, 20,,�Y N N-100.91 EASEMENT aT-IO&r-1a&91 ©I PROPERTY BOUNDARY, C(ISNG SAN UAIICE RIM-129M or RN NG rw GRAPHIC SCALE IF ss IY aD ( 7N rye ) 2 i-h - 60 IL FIRE HYDRANT CORRECT TO EXISTING r WA . R'r6' TEE & (2) r Q.V. CITY OF OCOEE APPROVED FOR PERM INO `BY. MIC EL RECT .� IV XT :-� — j�� L � FIRE HYDRANTOLEMANCE DETAL SIZES FROM RE REAR NED SMALL BE PLACED OR GROMN ON FRONT OF A ME KOLANT. 1 ` FIRE =I. FLORIDA 2WO EZI CHAPTER 15, SAID 1WORMI � `1_2. MEL MACKAY IN FRONT Or OM OF A WtWMT SHALL BE MARKED 1�. 1. -1 1'- ,mac I L PUBLIC ON PA HYDRANTS ARE 10 BE UARKED WERE BLUE ROAD RULDITIORS PER W FOLLOW STANDARDS A) THE MAIM SHALL BE IWALLIED IN THE CENTER OF iii UWE SIDE OF THE STREET AS THE ME HYDRANT NEWTHE MARKER SIZE SHML BE 4*.4?.3/V. MANERS SHALL BE BONDED TO RDAMYS BY USXO ERI HYDRANT UWANCE DETAIL =nM.Na t_u FIRE HYDRANT ASSEMBLY - T-ll&96 C O.Y. (2) 45'E]D5- EASING IrDr am MEN! (2) r &Y. & (1) if &v. INSTALL 2) 45' BOGS REMOVE RUG AM CORRECT 10 DOM 6' STUB ERG QS'q TO W,T G•CPIN- S. ROW TO t gl TYP. --O' GP IN 0 Q B. W w� ^EIOSING 17 PLC w 5 ROM 10 [ IN. /\yTe IA 7VP. \\ -. WATCH\ ( I FIE NDRAIR ASSENT 1 � I \` 6942 V I Y 6 1 NOTED , ' I` \ EE & CO\\ RD SHIP. TIP. !�T 63 11] I J ` OF 3 FEET OF COVER OVER ALL PRCP0.&SDDD WATER, REGALED " I. DNTIMA 41 \ \ 66, SAN STR foWiIG / \ TER LIM \ \ I' � - 2 ALL UTILITIES LOCATED OUTSIDE OF PUBLIC RIGHT-5-YJAIS�ARD RPIE EA31om SOUL RE 9\ 0 SAN ST �RN-07 \ STD--10241260-&tl!_ � �I PRIVATELY 0*0 AND MWAfM FLOE TESTS OF ALL FIRE 9WLRARTS SHALL BE CO DUCHD AND FLOW TEST RESULTS PRIAM C 39 M OTY OF O DEPA TUENT PRIOR TO 59UNCE Q A CERTIFICATE OF OCCUPANCY. " SW 3IR pDl-0B SU-704fOS -B.Ot 5507 ' (2) 45 BOOS AR AEIFA4 YALV7: "' iA IIAF6 A D FIRE HTDRAN9 SOUL BE I STA LED, COFLERA AD N wmcR PfmR-79- CODUSIWE MATERIALS BEING BPDIIOIT ON TO THE SIZE " ' ' ' 0.W I W & ALL SANITARYSEER LATERALS SOUL HAVE A MYIRIA SOPE Dr. I TY I EASEMENT. IYP. 23 24 j W & ALL &WARY SENIOR PIPE LE SOUHAVE "ROU SLOPE OF &70L 25 " 7. ALL SANITARY 9 $41MK tl61ES SM11 HAVE A UNARM DEPTH OF 4 FT. 28 7 " & "FIn,- VA. SNAIL BE LOUTED ON THE DOWNSTREAM END OF THE FIRE 10DW9 " " ' THE ' SAN SIR }!Fq 6'D6' LEE 31 32 " CO COE / Qj 9. ALL FriSIND of OU1NIllE9 TO BE FIELD Vf#IED BY TXE CdTIRA 13 i J6 35 ►1 i FINE ROW DEMAPD QALCUCATION� 37 78 - " / FIFE PRORD110N SCRUBS WIL$ -PAOV BY MY OF OCOfE• SO TIE NEEDED FIE ROR (NF7) 6 BASED Of CITY Q`yD� EO.WDEIN6 AR110E JI IF THE CHY OF ME D.11 D SAN0.11D5 yANMAT: OEIOBDBS Rff M®ED FME FLAW SHOULD E BASED ON 71E I59 OAOE 70 EIFWENNG NEEDED FYE TON, U1FSf ENRICH. fEA ISO WIDE EDITION 06-M CHAPTER I. NOTE 2. 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HorotTG Avenue Sidle 250 MGWlond FlortdD 32751 (407j 829-83J0 E. a s b JOB 111 19025 g DATE 12/06/2019 (( SCALE 1= = Go - DESIGNED BY: BSB DRAWN BY: BSB - APPROVED BY: BSB n C-201 s t EMEND M-5 Ku �lE� �-5 KU GRAPHIC SCALE - EDSINO TYPE-6 NO - �TE�1B�1.171 BOTrO"7.85 ae' rs ev 11e n. CRATE-101.56 001101ke6.94 .- -Sf5 SIR PI-DB :'•. ...., COS" TiPE-S NET QUTE=70S62 WIOFT ONM 1WODWDE IE6UA18Y, TIS MULE AREAS SBWID SE CITY OF OCOEE PPOP. NV. K_9 PJD _ 602499 _-_. _._ 504+w P7 °- - BO7Td1=97.17 MOM AND CIFNFD AND CIFANWIS SHOULD ff OEM TO iMSAE 0 PROPER OPDUTOL DNOALLY. TIE CUTOFF DRM15 SIOU D BE MIKE) APPRO FOR PEq ING ( w 1�T ) 1 _T r -if p w SYST CHEW MA DE CIFAIICUT AMBLES BY A QUAIFED OWWCIOFL I FaoL - 60 ft. P7 PDT C003 - - - - A - BY: MICHAEL . 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HOPE YP35 r 74ar 1.00% HOPE MAC CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MulUOnd. Florida 32751 (407) 629-8330 iLE ILE e On _ 15gv 'o H H � W A`ATpnuunP�� yWj ,'AY,glllDp� cl n S O as JOB f 1902E DATE 12/OB/2019 SCALE; 1' = 50' p DIESME0 BY: BSB m DRAYM BY: BSB a APPROVED BY: BSB C-301 E i ~-WYS YMA P w� iPACT B/C�� IM OF NAY 51 1ORAII PROPM 6' 1 SLOPE VARIES SDEt60x I 10% IAIL �-.-2x W. C PE -IN SECTION x1s QTY Q OCtFE TRACT B/C--►I►-FAMLY y �- 18A6T 0 PROPOSED TRADE I LOT so0 u SLOPE V� 06RR✓® �1 IOx VAX YEAS gi 9AONO FATE E TIE-IN SECTION xLi 601E ALL RE4AIYD AAt15 ARE m BE OESIM /JD Fa6mED SEPARATELY BY OTIBAS DERM 9LW. 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TkYP04 ssve 671r1 I I SAN b PYC 0 POT 27 IF STS 15 W 0 OM P03 132ILF STS, 1e 01.5¢ I021F fi 0.23% 5571 SAN S PYC 0 I-M Y B9QT III 1b W 0 I.37R m p05 r P27 15 W 0 1Y IilAl15511 _LE Sit 227 LF STS 15 W 0 Om tY mm S511 0.7DS STATION EWATI011 STATIQ4 EQUATION C - STA.304+2276 STEFI A SRTEET C - SR 101+4e94 - SIA 3*MOD ME0 - STA. 404IA10 y, STREET V tWf PROPOSED TRADE IJ15TW0 ORAOE RE Hyauff ASSDI9.Y C X*w PER Q %IEFP C-201 IN QY DP 14 110 9 20.31 3fL10 � 93 400400 401+00 402+00 403+00 40H00 4D4+03 CITY OF OCOEE A RO FOR P Ap ING . BY: MICHAEL D SERVICES DIREOT&K DATE: JUN 0 31020 e -a ea a vl aaa as aaa a as AAIAEIiIFASE YA -Q50.i— 0.50A -0.505 0'- GWT I I IYk1nPi2mE41 mW, 1DIP I I 19' WL (1) 45— ESNGWT IMk1141 SHGWF I I II - m14Q -- SSS0 E _.21Eg6w Flo 067xm _v SSDQ I msAR a Pe wi +w sae wt2 I'02 15 II IF SIS i 0 0.25R m STA71Q1 STREET C EQUA" - STA.30422.73 STA7194 EQ1Al10N S1REEt B - STA 204+ STREET D - STA.401+14.10 S,TEET 0 - 30. 405+ 12 i MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 M010 Flor (ida 32751 407 ) 629-8330 W 0 0 I mm W h .5 H 30 W ��AAt51T11 q7 y14N••0' ,p }AA �2 17r11 Illllm 1 c w Si I'i N JOB f ivvc0 DATE 12/06/2018 SLATE: 1' v 60' DESIGNED BY: BSB DRAM BY: BSB APPROVED BY: BSB DOOBE SANTARY SEANCE, IV Dam WATER SERYAF, TYP. e w TEE Q Q W ar Dr SN12E WATER MOE. TIP. 85a' REDUCER e' ar. a 2' 6Y. 515 SIR p-14 �� - STA-10N0250-IY1L / i- — YWPEQ FIE HYDRANT ASSBWAYQ I03E94.13-xA3 e50' TEF, (2) B' QV / 1 919 SIR p1-2J Q x' O.N. a 2' as _ � 2 � srA-Im444.o7-111 QUA SAN SDI pf-01 7 Q VALVE STA-100t2U"QFi 8 _ 9 10 12 _ S e fA-ION 1M-13M3M `s auT y 5T1EEEf '0� L° S, ��(I,g - 13 SIS Sip jOFl7 � SG.I0719/.15 5Q" e' DPW Q 170 RE T ' F 3t6 i20 YPW Q r U l2'aa POO 27 1F 513 Is W 00.- 60 ss7s 100 STREET 'A' PN . 117.13 K 1L22 L 1010) "IN PL 50.. 10N1B37 RGH PT E1EY. 110.N g� gg q loa 3iI -'3Ni OR A 'aa?s �,', � FIE HYDRANT AS316.Y $ ; az Mzz �� AIR REIEAY VALVE FIRE QASSFIH GRADE 0.5011 7 PE WQ SuOe I 12' 1EL. W: DP 1XN, TYP. 'RODx 5502 —_ ESHGWf EDGE EOOE ff P -- %e 62 If 4R IP o azlx3 le 0 1421E SR 15 IF 002J 51 IF STS 1e 1P o a2ax P25 C DIP II SSN 12 SAN a PVC 0 Q1Tx V FOB Q17 P yN It ION. 30' UN. COYDR OVER %7 AT am m Q Off Pi mm 20 IF O52 OF CFNTFRFD AT 0 STATION EQUA➢01 STATION WPM SRnET A - STREET C - SIA. SEA.101418.9E 300+0100 SKEET A - SD. IOSHaOe SIAFEf 8 - STA. 200t0100 se pp pp y CT TO Dismal e' W TEE, (2) O' aV. 150N0 a''%c mBl am 87 PVC W NW 10 E SNNO e• RN B' IAPFREG EXEIE E 8 VALVE AVE]mli WNECT TO ENSM 11AN PER SEET C-2N TYP. Q 100E00 101400 102400 INf00 tONOD 105100 GRAPHIC SCALE w u e 11e' ( DT Ir=) 1 looh - 60 R DMU WATER SEITXE, TIP. DOUBLE SA1 ARY SERNIE. TYP. . Q e' OR W SIS SIR P-H STS SIB p - STAJ0244A/0-I&M FEE HYDRANT AMMY Q STA L FIRE HYDRANT ASMKYQ i �fI STA-SMIL7-6aL �13 14 1� 16 17— 18 19 20 12F 22— — 123 SALT Sm #M-02 .T-2DD+24.87-a0 (� I '�♦ Ix Ay 7 24 eo• EQD e' cr. Q Q r DP W gyp. g � d SO II 25 --f — — t �69 \1 (� Q.V // 7e 1 77 76 175 �4 73 72I 71 70 68 t7 1,16 . 8' DPW / 8: SR SIX 12 S1S STR pl-09 SHEET STA SIRPAI 10-8Q Q I 50.✓mOt785D. � STA-B7249a8�112R ( SINGLE WATER WTACIETIP. HIRE HYDRANT ASSEI�Y P1/ - - - — — 1 STREET 'B' 130 Im 110 SAN e 105 n s 200t00 201400 202t00 2WE00 20400 204E2674 5507 FIRE FEE G A�RY� i Q C 0 E1I, TIP. it y00x II Eg{CYNio Eg4GM -20Ux Er OF 14 II/ %2IN IF SR 181P 00.97x Y1,19 L� 61W 0.19x %3 34 IF SIS 13 w 0 0.32x 5502 32 IF 11110 200x %4 STATION EQUATION STATION EQUATION ST EET A - STA. SnW B - SIX ION40A 20N0a00 STREET STREET B - STA.2044263E D - STA. 40343110 IS ,cam ii dd BF3 F_ dd q_ i CITY OF OCOEE R FOR P ING BV: MICHAE 1Tr sE1pv DBs DI DnTE: film A 3 020 'iAL?E6IK Q 5510 Q MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 NalOand, Florida 32751 (407) 629-6330 W 0 POE. Q < g ^g H �g L W ,`V\1\IIIIIK I/�1i�� S. �2ZN LLQ�� f� AANnnnul�o� � z w m a o a K r Q a m JOB f 19025 8 DATE 12/06/2019 23 SCALE: 1' = 60' DESIGNED BY: BSB i DRAYAI BY: BSB 3 APPROVED BY: BSB 'Ti` i3 C7— i3o I20 iw OCOEE VISTA PARKWAY IRAPHIC SCALE ( DE rixr ) I lash - 50 tL CrrY OF OCOEE 'ROV D FOR PERM ING :MICHAEL .RUM L CES DIRECT DATE: SUN b12020 PA STA: 513+7129 PIA DEY. 124,74 IL 4415 L51S 10000 raysy r�a �� G TdZ �� �nnInn Egg PRED7 II �-U IS p a= 1��y�1e - P96 26 IF I6woam SIS ibVfi1'�0z�ll- K', K', s� •�. 7.my es '� s_ "d,p CIR G^a, T3 m„ ss � -9i E(` R'pe 68 3� 88 501400 502+00 503+W 504+OD 505+00 506+00 507+00 505+00 509+00 510+00 511+00 512+W - 513+00 514,M MAC CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MOltlond, Florida 32751 (407) 629-8330 Q 0 0 J_ LL In 0 O W z v Q o Q Z I Q �1 a_ _W � Qo LL O �'o U N o W 0 = m" W �1 8g W ,5\\Illillll/,�,,J t 7S SS i�eZ r gpjzr WZ �� m � WW� S gg o s �r as � ,pB j 19D25 DATE: 12/D6/2D19 SCALE: 7 • 60' DESIGNED BY: BSB j Dm m Br. BSB - APPROVED BY: BSB C-603 B O O O SANDBAG OR EQUIVALENT A WF SFEEIWO J SE TYP. °t M EA SOLE SLOPE SECTION A -A NOTES. 1. LOCATE WASHOUT SIRUCIURE A MEDDY OF ✓b FEET AWAY FROM OPM °MNNEIS ETDRY ORAN INLETS SEN9EIl'E APEAS. WEIIANDS. BUFFERS AND WATER COURSES AND AWAY FR°a CONSTRUCTION TRAFFIC 2 SZE WASHOUT STRUCIUE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 NCHES OF FRODEDAID. TYPICAL DRIEH90NS ARE 10 FIEF X 10 FEET X 3 FEET DEEP. i PREPARE BOLL BAg E 10 OE R R T OR D,HER DEBRIS THAI��YA�: AvISE ,EEMI , HIXL F H THE LEER. FOR ORMER.O USE 1a EL °i AT - RO ATE Its EE UATQ, FREE S HOLES AIA MEALS OR OTISER DEFECTS THAT COLRLODSE OR cae. m OF THE YAEERN. 4. PROVIDE A SIGH FOR TIE WASIO UT N 0L PXOIaMITY TO WE FAOI.ITY. & FIE P WNtlRETE WASHOUT sneUmm WATER IDHT. RERA(I wER EAL3E LEER IF DAMAGED MDa' IWPED OR PIRRCTIURED ElP1Y Ofl REPLACE WASfIOUf SIflUCIVRE 1HAi IS 76 F4ACFNT FUL .LID NSP06E OF ACNYIM YATDBAL PROPERLY. DO NOT RD,Q PLA51k LNER M£T-VAINW STORED LIQUID THAT HAVE NOT EVAPOMTED AID DISPOSE OF N AN AE•PROVED YIJaER PRIM TO FORECASIFD RANSNRLt& PEYOVE UQUDS OR COVER 51RUClUE 1D PREVETIi OWRiLONS PEYOYE WIDENED SOUD& W OE OR BROIEN UP. FOR DISPOSAL OR RECIADG. MAINTAIN RUNOFF DIYFR9°R ARQRD MAVATTD WASHOUT STRUGTINE UNTIL MWTOFE IS FEMQHfD. r, O'-N CONCRETE WASHOUT AREA DETAIL N.T.S. ENTRANCE ELEVATION �If 11 .L�11- � Ir1h1 .II,��1I�911.�IL�IL� NOTES 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5--3.5- STONE). 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS BUT NO LESS THAN 20'. 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2X. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT BRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REWIRED DEPENDING ON SCALE AND CIRCUMSTANCE IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. - IO MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR ROW OF MUD ONTO PUBLIC RIGHTS -OF -WAYS. THIS MAY REWIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 106 SOIL TRACKING PREVENTION DEVICE N.T.S. F D(6PLINE OF TREE IS THE EXTENT OF ITS OUTER BRANCHES � �sz 6' 2" X 4" WOOD STAKES 1.0' INTO GROUND. 5.0' ON CENTER ZIP TIES OR TWISTED WIRE. sJ WOOD BRACING OR (ORANGE rMESH FENCING AROIINO DRIPUNE. NAIL WOOb BRACING TO WOOD STAKES dF ATTACH MESH WITH TTWS W1RE. WOOD BRACING TRFF PROTECTION NOTES 1. TREE PROTECTION MUST MEET THE REQUIREMENTS OF SEMINOLE COUNTY LDC CHAPTER 60 - SECTION 60.4. 2. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY STE CONTRACTOR TO PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CONSTRUCTION OF ANY KIND ON THE SITE 3. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY FOUR (4) INCITES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FIVE l51 FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WLL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL 4. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED TO WITIDN FOUR (4) INCHES OF THE COSTING GRADE S. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REOTS. AS DEFINED BY LOCAL JURISDICTION. B. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM STE. 7. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHN THE PROTECTIVE BARRIER ZONES. A' BARRIERS SHALL BE PLACED AT THE TREE CANOPY UNE EXCEPT ADJACENT TO THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE CANOPY DISTANCE ON ONE SIDE ONLY. 105 TREE PROTECTION FENCING N.T.S. Tm� A Or B Fens. Hole Bale W b, aided It Nhe dr,aNen e( the Opn.er. laoee Set Plaud By Shmd Md LFigah� aOmje ted d UP - BALES BACKED BY FFENCE 111 sae . eOn V i eBB M Md Uott PUN EAlg Vp,trm Ed" OFvdes -"Bdu MD, 2-2'. 4' Stria Pa Bds Bdf Po. f' It. Reamrnended ELEVATION Sparing: Bde bmlae (er pawl dtdw Nedd be eFeud h aacadage .1% C_t3. Sheet 1 of 3. Ie a Ns 10 BARRIER FOR PAVED DITCH Crushed aggregate greater than 75 mm Corrugated steel panels (3 in) but smaller than 150 mm (6 in) Filter fabric Original grade 300 mm (12 in) Min, unless otherwise specified by a soils engineer • S.. l_6n as a,,,e. (Tm ) N RemY ppppplllI . 1 Bdea Mat - 2' :. 2'"! Opp �& st.k. Stakes PerB. Ed. F• Sap. ELEVATION TO BE USED AT SELECTED SEES WHERE THE NATURAL IROUND SLOPES TOWARD THE TOE OF SLOPE Fle• �- Bdee Ta Mdwr Bdu With 2 - 2' . 2' . 4' - side. Per Ed. PLAN Lace Sod Pbced By 9,ee11 Ana UghHy L' M Carpaatea Dealt fie Upet- Edge O Ram F1 Sops ELEVATION TO BE USE➢ M --TED .TITS YdERE THE HATURY. GROUND SLOPES AWAY FROM THE TOE OF SLOPE Wewn Ela Fd„le In Abeenae Of EelrbRehe! Cane Appr 1Y . 121). Sc.e Ed g . Uq, ma .' ..1 g Md • Emend Ueda Beee Fobrb SAA Mat The Rey-St t.da OI Bw Baq Su14n 9&s IN The Standad Sp,dBe , Coal W Fd.k Te Be B, Nh Included M The Catrmt Unit Pdca ............ Fr Baled Nay Or Stra., . E! Lose Soi Hied BY Shots Md UghtlY G• ...... - Sad Haeed By S,o Md UphUy Ca,gxled Nang The Upalrean Etlg. CemPee1M Nm9 Th. llpafnan, Edg. 01 Brie PLAN Of Ed - PLAN Rd Poe! 1 ' T 1' Yh. Remnm 6' T 1' YK fl,aa„vnen Mae, Lo.a Bdee WEB, 2 - r . r . 4' Stek . Par Bds Ind,v TIP Rd. Ta Le- Mee Wdh 2 - 2- . 2' . A' III- Ps 6aendwr Bd,. WWh 2 - 2' . 2" . 4' Sld,ee Per Rd, ELEVATION ELEVATION APPDuU°' a,d �¢ aa,dtlmbe . wlind'h pidl I, sR,�1 I If 3. hdv Ns 1021M to N, TYPE I TYPE I BARRIER FOR UNPAVED DITCHES BARRIERS FOR FILL SLOPES 102 SYNTHETIC BALED BARRIERS AND SILT FENCES - N.T.S. SECTION A -A NOT TO SCALE Crushed aggregate greater than 75 mm (3 in) but smaller than 150 mm (6 in) Filter, fabric Original grqde 300 mm .(12 in) Min, unless otherwise specified by a soils engineer SECTION B-B NTS 107 WASHRACK DETAIL CITY OF OCOEE N.T.S. RO D FOR PER ITTING BY: MICHAEL . D SERVICES DIREtdAyla DATE:11 IN 92 2029 NHAa Ed.. WA 2-V.V.4• m�kl StMse Per Bds O DHu ® -- M,an Cvrb t Gutter CUb t Oahe_ PARTIAL INLET COMPLETED INLET TYPE-V INLETS PROTECTION AROUND INLETS OR SIMILAR STRUCTURES OpUond Po. Pod PrV,cpt, Put PWRIan Pet (DPll.,e: Y . 4' d I DO1O�I-ZQ ,r-(ra,L.a zD• ra.aa Da.) Mh. Dh. xeea ste ma FebM M 8, Y 1. Lb./iE YYJ B' Ma Cmfoemenu YAN sea ee6 FDor spec) � . �-�� - ` near FoMla AI s :,I 4 � � 6�t Eta. h `� I ' ELEVATION SECTION Nola: St FW,oe W be paid Ter u,Ma U, ventral ..It piee for Sld,ed bit Fnu (LF). TYPE III SILT FENCE • - ' - Nete Spaehq for Tip B Fuu to b, h a acordar,ae LIB, q,al d 3 d did, h.tdatlme al dahage eWCULea She. 2 of & Typ. II 9t Fnu PralwUan Auewd DRd, Belton Inlets Fri,■ SH Fnu De nat d." h a - Uel .dl fenoee .W act m a dan mace permmat Bahg .deoa.as SIt lures are to be mad at W� IomYa,e a d tvbldty burble seed at pem,ennt bodke al .et - SILT FENCE APPLICATIONS MADDEN CIVIL ENGINEERS 431 E. Horatio AVE- Suite 260 Maitland, Florida 32751 It (407) 629-8330 a Q 0 0 ,^ Lo O /oW Z O O J U rz W vJ Icr Q w W 0 li 0 W Y 2 5! W nAga rj Q egg CW G 4ALa1uu u,�AA AArrlit 111, 1'1 o I k Z_ E� � m iv �IT�Hp$II S y d 5L� o a � o 6 33 � g JOB 0 19025 DATE: 12/06/2019 SCARE: N. T. S. DESIGNED BY: SEE i DRAWN BY: BSB - APPROVEO BY: BSB Ej Ci' 702 QOQOQ NINE 3' RED REFLEGMS MOUNTED SYNMETRICALLY ON A 19• DIAMOND REFEECTOI RED PANEL 32a END OF ROADWAY MARKERS N.T.S. 16" Some Slope As Adjacent Pavement 3. 9,r Joint �.. Seal 1 I N 4 R� Conc. Pav't. 2 2 Exp. Joint And Preformed Joint Filler 2F.D.O.T. TYPE A CURB N.T.S. vATDLs 4' THCK 2, t- CONCRETE WALK AT 3,000 P.512-N0.4 REBARS OD WOFLOAT FINISH SAW WT CONTRACTION JOINS AT 50.0 EXPANSION MN EANSION JOINT COMPACTED SIIBORACEE 6• AT 20`MQ WIN. r a)CONIC WALK & CURB N.T.S. TTR M 304 RAMPS FOR PEDESTRIAN TRAFFIC N.T.S. TRUNCATED DOME SURFACE CENTER OF RADIUS �p■■� I¢� 5' CONCRETE SIDEWALK ■ I1, I � �3' 4' R7 RED BAFXODUD t u TRRS TPLASTICI STOP BPRo- i%%%%w1E zo' MIN. STG I (WHERE NOTED ON PLANS) PER MDTOD 2STOP9-4 (R1-1) 30' HIGH 923 FIRE LANE STRIPING INTENSSTOP SON � INTERNAL SIGNAANGE NOTE: N.T.S. RAMPS RUNS SHALL HAVE A TACTILE SURFACE. flAMP LANDINGS ADJOINING MIWLAR WAYS SHALL HAVE A TACTILE SURFACE 36' WIDE BORDERNO THE VEHICULAR WAY. TACTILE SURFACES SHALL BE CONSTRUCTED AS SHOYM 014 E. iD BELOW. 212 STOP SIGN, BAR AND CROSSWALK N.T.S. X2' 8' 1' - 6• 12' R •• r R PAYDBT f _ .-�3rA�12EO.'(, :,•STRmAOE•': �rR _ r-r n SECTION AA e• s-o• sEcnaN � FuWm Dub M 300E F.D.O. T. TYPE F CURB Cu11p"�"""-A, B20'R0rMSrbm Or IM — N.T.S. r R T A C va Baee. am ANd rArtlr e. PLAN SECTION CC 3aov VALLEY GUTTER DETAIL 4' OR PER PLAN 4 THCK e' THICK 9 Ddwvaya Slape TD nl 1 7}• Std. CONCRETE TAU( AT / WOOD FLOAT FINISH SH SAW CUT R L �_ 2'-0' CONTRACTION JOINTS AT 5'0.C. L EIOANSKIN JOWT COId'ACTI]) SIBGEADE AT 20'Q0. MN F� �.b, gqAAlc, anb and Pdl> aM traADa upratrcs pvllda � -� cnYaatbn IeHb a! itl emtere (mac). Conlrrclbn pbb adlaenl to rona°Ls ppewn�l m lvg�b and flat a So 90� CONCRETE WALK ltli iba Parenx"t ILL .NA �bmM°te IaWb n.t e! I. le eel - N.T.S. 300M MIAMI CURB - N.T.S. M OPTION A rsO x, - OPTION B rsaNFruc vl0v �r I vuv nav Cp{ 4A Dvrrox e ISOMFTNO VIEW Pun vrav Cp6 ' SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR- Fl01� FY 2019 20 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 10E1 STANDARD PLANS 522-002 1 DI 6 Ji d ------------------- TRUNCATED DOMES 0.31W PROVIDE 6" to 8" SETBACK FROM CURB FACE EDGE OF DETECTABLE • WARNING INSTALLATION TO MATCH RADIUS OF CURB. NOTE: 1. AOLS E �::�.t',•; .PLAN' �n RALIP •• � MN. AWC :.: •/ � � . O .90• 1.40• I TRUNCATED COMES : it 24' FRONDErbB• / sETepcK IrlaM cute FACE EDGEDETECTABLE -- CUITB -r WARNING INSTALLATION T0Iwacxluk,HUSaELEVATION CURB. CURB RADIUS DETAIL TRUNCATED DOME TD TRUNCATED DOME DETAIL DETECTABLE N, T•. S. WARNING DETAIL Curb Ramp t Detectable Warnings Tmr dan:entl aL reWW IwI,W wham b be ku,b darW Qbnu f en teems Al OebCBale ­4 N4a4ena eha0 be al rMi� B1w. u nan meuauna vTede6ehn wdam. Ae menuhCurea byWVVerd ADASYg alMCM1s.oreq,YvakK CITY OF OCOEE ""'Venauatl0ni"m" if will Inv' PARIM STUB MULL 6E IMRaD WIN LIMITS B BIXIE PAR 10 ROM ArAEIRIL Y ROE MD11O1 4L1 NOTE: (HANDICAP SION ONLY) 1. ALL IETLRS MULL BE it= AND MULL DWQ 70 FOOT TtONYAY AND IRNIX DESCH STANDARDS'. 2 TOP PDNIDN OF SaN 9441. HAW f6DLCIWIID fdwlFllOp WDE7 BLUE BAOMPM WN NNiB7IEE u CTOBLb UUPEN D MD BORDER, a BOTTOM P MIEN IF SIDE MULL HAVE A fdnFOTOI® QMWE8010 OUDF)'HF BIOm1O110 YIN BLAIX BODBL 4. ONE 9BN REQUIRED FOR EACH FM .SPACE e. H101T OF $0 MENL BE T ABOVE MUD IIIND£ ION FDOT VOAMY AACLODID TRWM CEYGN SWDMOV. 9aERM76 m ale HANDICAP RAMP AND PARKING STALL DETAIL — N.T.S. MADDEN CIVILENGINEERS 431 E. Horatio Avenue Suite 260 MalUmd. Florida 32751 (407) 629-8330 pg ! 19025 DATE: 12/06/2019 SCALE: N.T.S. DESIGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB C-901 n Aeelbe aaI T1Pe Atre Wr—I � r n n es Ib�P er ISXap—S.am A -A)' e4 er Y• Eoapi ' I R.maa. Am Padd Bv, 5 ly er.alm A- TOP SIAa fE.INFOR G STEF1 gAGRAY A �b I T, Atr BRhr Bess A sat % 5 Mmp eves la'•. salty B-vBLT �� see. wm,xN] x Arddutmrne�a a-. -� sty r ova+W .A --A e a'0.a si'.�. salty TOP SLAB REwTalwa sTI>:1. 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NOTES (FRAMES, AND COVER) 1. Ths 212 ®. Y 1 W eel lr a Danm T d me 2-Ql.m cow, eta ]. Ise i l aet.r�e°ai I..�a. immm ies x-M eore aIm y eT� seem (wino ape Ina o. mar ba1Re lypax 1984 Rmdway and Iho Deet9n Slmdarde h+das N4 MI, b 6,. rdeemet mw ICI. aablln9 Danes 4:nA soap ,.ale. lief lbn of Daum Nn ee.p prmRtW. ins 183 b. mtvs an le be pbZ IA eab6a: r deep wlW Deno ady Mat Rady edWr far h 1lhD Am ReNfvaamnl Na G Bra Plm. r e. epatlSCNY dWatW by ua En9Na EXmpt e-FB Bra moan BaA~Sho m WW.7. E,4�,t Ykd. r ]' Cenl✓. N Bre elm 2-p Bra Slmderd Nadi CmtW App N', Or Embedded N Aacardm NOTES (TOPS) W11'mta9twnblhnrdWr aaiiaw I. Yamd. teP Tpe 7 dae d,a he el tlm. ...., amre0. Cenral• a• q.dnW h Aa1Y C-478 maybe ueW w C4.abuallm bhl. Sne REINFORCEMENT PLAN N. J of a, EA— Ab W precae orutx. a.. Card xel. xa a N+d FFB5 Bra a. H. xaxde Opm'n9 Sw9 Ba Hooked Y-0' Q ]'-9• �' 2. W✓ tap Types 7 l ,may ba or cyaat-N--0 r i' mL x ns�i nrwaoaid Frcm�i ma dub apr�ihi9i a: loepe '� W girl. alien I. m 9aed o . a N— bar. Frmmm .m be WyalW II. Dam me to em copubr ew oI GWc fl:lOp—da Yamda tap Type evmwfmnaWasK:r-CIrD 10'Fw n' dk Y DM _AA. r 1 sled'..1 mmtMR. MSWcNn Wd M—de laps eha W•.aaW to eWdurn by o Uwd 6-0• WAIL SECTION SECTION CvlalAcikn JeNn m eigall m sect 3 of & SECTION TYPE MN TYPE 7-T (TRAFFIC) (H-20) Fr Cab Hem Tpea 1, 2. 1 h 4 'I= rum L -E' Ymc Tm4n k paoe Jaht T. u.tm �✓ RYr PRECAST CONCENTRIC CONE Atl a.. carrel. or m r ad., s.. Nala 1 Ban BRICK OR CONCRETE 2 Ny. Tmgue B Gnma JohI T. YdM Rbr Pler Y-e' tr 4' PRECAST ECCENTRIC CONE MANHOLE TOPS TYPE a! MANHOLES E E DIa Vrlm (12' Sld F �'Gdwttree Nader. tle Hate Crml le 5111RUCIIRI6 UNLESS 0UCTIl of 11 Sena-GmDE ub.8ra r my am. Conr.le. P F11 All. w EXCLUDED BY BCPAL OEfAI N. 4 Cmraa Apg.te rr r "lr Fobrk a DRAINAGE STRUCTURE INVERT NOTE 9,mp bolfem approprkl. Ir a manhala and NI.I 1pe. r Goa! br am RM m be Ntlueed N ma mend Mlt prb Ir H.F mmhda SUMP BOTTOM 8OTT0m `^E" tot SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS FRAMES ---------------- —FkA-up ii-lift Xd• Non -Sall Bvlaax TOP NEW (OpnBmed E 6 TL r-,t)' r I —7 SECTION COVER FOR ALL FRAMES WEIGHT OF CASTINGS Y OPFNexi ] OPDI9IC Frans Tpe Frrna Caw (Sld) F�0 2-P pk Caw Caw Tatd in lb4 212 2M lb z12 lb 250 lb 02 lb. .- 1]4 IM 212 lD i60 Ibe xlx Lbs. 260 lb 2 Lba .- - 95 lba 212 lh. xM lb 12 W 250 Lb 02 Lb. jjjjj[��� IIIIIIIIIII(S[�lt� lll�'aITO IT�Itl�ITt]EitFlsd� IIIIIIIIIIIFL,EDI t1� �Fil�➢l o ITERtS:�llllllTvinC.��o �isl_s1CrQls� �d�dv �II"JOE,S.ED��I� DESIGNS - RECTANGULAR VAL WALLEPTH I safoulE I DEPTH I sa+mu� SLAB DESIGNS - ROUND STRUCTURES REINFIDIRCINO DEPTH 7HLT<TaEss 2 CITY OF OCOEE AP OV FOR P TING BY: MICHAEL . D SERVICES OSECIW DATE: 2020 r-4• 4•a II--t"4rl, toZ. t m r HALF SECTION CAST IRON GRATES 1a'1 • TYPE C PLAN AM— Wdglt 235 Lba. CAST IRON GRATE xL;1 ' j ease t -T Eye Btlt Z SN Index 2q J6 m > m 1 } d +^ I2B Cl­ N SECTION TYPE C TYPE C ' BtreaThl Ban 14 Rvnn M Yeernan Pp Sac R.tlNbe Brat},x amdal�'a�' Y-0' Wa-Ir Ptpa ApPrn. W1pm fm Ib. Y-l' W-24• Ph. STEEL GRATE U ° 2-0. v e uDlm. omerWm � Shotm On Rana NOTE AR. B SW,t r 8oltom Wy. See Dalal No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C GENERAL NOTES 1. TWe. X.I. a. Mldle fr bl.W. and p.M.bbn rem and ra le W b W h Ma- mWbt. eM omr rem . ),t le bDemmt balH9 ka t, bd re net le W P,­1 m erma _)D to mF I"Mad ba. x Hem ah)eal to mhhtal deteb d d W m dW -I, d— Thr• dabri. b a Probbn Xee Aodd Da omended .IVt ebl. 9dbdl H bmlW tdmh raaTh, tler ioxe and F see. ottaeeble to pada•teone Na lime 4V_ _doles Tha baased• let mednc.Vm m not .dapmX. b Nr Tp• H. 8em may W entebuel.d al .Phr r Wm eMe m moan m dm. a Sled g h, aro m W ueW m d Web Mre bkyde Fame b mtkbpd.& SW gclm an to be uatl m A X., rm bbkyd, date. ,tor me 4m S red gals may b• used m t. b. Ida alien I k bank b sal mtkpoled ENhr m.l hen r algid bw d mry be uetl m t, Flea kffi nan-bmaeab de4 9iblad b ma a Ie d..petl aban. Mat Nlrmle G gnla b epedhN N m. play .Wt✓ m. .md ga14 bat dlpto pd . P W bb,imDm, r the msl Ym gem may he urd wk•. me pas sl(adat. ms pafblr 1pa a Re4mm maemvn pp ­1ehe.n a. Weenr•le plea PIP, 01, ka man mw r•mmm.n m W eheCW b 5L & N eA 1 crnr+ and tl9 of erwel. r. m W dtamjTnd . & P9trna t to b. ubw m X.m rasel ebb and X.t. aim nm-tratrwde dam MI elm oaW Dr h W Plmc but nx,]nd m d bawsebm dpl W.I. Cmt m W hidudtl h cmbmt MR Pda• 1r Flea 0-11w, Mom a. b hfrmalke wlY 7. Tmasabm dam rm.W.tw b edeb9 W.A. ma W Pad far as X.l. Prlld, aW —1 m. —1 Ir .1 ..m pe.9 and my re. leplreelmt Gram. & SodG 9 W W ueW m dl Nam nd b W h pored seas ­1 Fatl fr md✓ Donbas Wt Pdm mr 5eedn9 5Y. 9. Fr eupplmalrT d.le.a w Wa N. 201. 10. Mm ueW b ballk sea. un Iwr ,mW bwem gala. U.S. FeundwJ r aaNal zazc F.D.O.T. TYPE C INLET N.T.S. 7 MAC CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 NaiOand. Florida 32751 (407) 629-a330 W W VF ad g H H W m T1111t1 IITII//� . * ..vu 2y V o a 6•�� W AyI", IIIIpPrl Qo`ol � Z wo JOB F 19026 DATE 12/06/2019 SCALE! N.T.S. DEWHED BY: BSB DRAWN BY: BSB AMU1 i0 r TOP NEN r ri xonl. I fi ,e SECEION BB (ae 2N.c Yry T_ Y °r.,.xa — -.0 FALL PROTECTION FENCNC, TIP. REDO WERE HOCTT Exc"'s Q Oa PER FBC SEC T01.5 IV BM TOP OF WALL FIAT SET. 1110 o ..,aa o0000000 - � - �� o�•�o E-1�y � o0000000 � btJ•i"" 1 _ - 00000 N W V 4rA,xEW Eo 4TbxW! EE ,a In sr.EOE w CAST IRON COVER �i 'rKS SECTION 00 r; b f OP➢ONA: NO-VAwIFNANCE mcYA xoiv 02tl0 SIONIp CRANE EAT AND THROAT WEmi I SLOPE-STAEIUZM PVATPMd STEEL COVER CONSULT LANDSCAPE ASOWIECT F FUR SPFEEPEDF rA710N15 4 BOTTOMOD OF P= 109.0 SE SLID AND Mua- MAIOI _ w 7s ..E+r.=.�"'I•.e "" •r E...r ° ° • w Y.. x=, DOSTINGGRADE l Ab�v,rE�✓ r�Ws I�+ul nm! �b Y wYs b b rsYv .s. Ns a RATCm AREA ro BE OVPR-EXCAVATED TO A VA �^°�""'0i� '^ �`°"'�' "`b"` a ~ MUM CLEVATDIN OF ID1O AND BAWLIED NTH _ _ _ FRAME � ITN CITY OF OCOEE GLFAN FIE SANDS N ACCORDANCE wTx .. sr�r OEOTEWICA. ARALY3S REPOT BY ECS E10FDA ` mb wb �yw.wr �:m ,ter. r wx. ry c .,e fBY. � 0ANIORCTYPICAL POND SECTIONTaP FOR TY7 E E am1ED ro DE7EwRE WE SPF1i1C FxIBNt PD2 - NOT TO SLOE m... a.. •.bY,.o.. e.a� ...0 r a� °. sNDW17HPNDlDIINT6 A5500AED NUN POD CONSIRUC1101LpH,FM SFAVICES OIR +ee.4 E+e•x+.w a. r Ea+.r CURB INLET TOPS TYPES 5 & 6 DATE, .111(J f 1202U E - N.T.S. = 11380 OVFN OVIFALL E TO PM 12' 12' 12' 1WL NAR� 1_49._y I � ' 1B' eoTrou a 9mxm = n310 � � � 11 l\ I 13' HP OITA. MERV CUT - 98' SECTION A SECTION B Ir FP TYPE D TYPE D 0° Pa I/e FEERSASS SOLI ER BY sa10ERS INC, OR BY APPRW,ED EQUAL TOP OF SMBIER = 114.50 MOM MT PP TOP OF CRATE 12'- e CONTROL STRUCTURE DETAIL NOT 70 SCALE EI5 SxO.E FAIRY LOT ENI k T� Oi TRACT B SWALE tat uAz FALL PROTECTION FORK TIP. EOb MERE IIXNT EXCEEDS Q1 �' FBC SEC. IONS r/sD TOP O' W/11 FL 118.0 - 117.0 TOP YARD DRAIN PPINO� PEAK STAGES: 100 IR, 24 HN = 114.05 \ 25 YR. 9S Hi - 114D1 25 IR. 24 HT = 113M 1� 10 IN' 24 FIN = 11149 IOW ANNUAL. IIDA2 f BOTOA OF POD = IOUA T CUTOff DRAIN TO BE 4' NAMED PER RUM YN=1S BYERC FLORA LLC�O G" AT IN'RRT = ID1D PD( TYPICAL POND SECTION NOT TO SCALE '0 PROTECOOE PER. FEKFFAIONw T1P. R 91T DIOF➢S Q FBC SEG IoiS TOP OF WAIL EL. 1110 W. I WDE r ArMATCH alas DF00sTNU One SOTIOI HATCHED AREA ro E OW-MVATED TO A UMN EIEVAIIOI OF IMO AND BROODED NTH CLEAN FIE SANDS IN ACCORDANCE WITH AEDTWM& ANA.YRS REPORT BY ECS FLC DA LLC DATED 007/7D2a A EIS OF FLORA LLC 6 ro E I1NSE.TED TO DETETIwE THE WEQIC E aofT OF OVER-EXCAVATNN AND STARED TO MM70R AND COITTFY ALL DTAVATION AND BACKFU AMM AS90CATTD NTH POD CONSTRUCTION. s� NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 12' 12' CONCRETE COEAR• 4' THIM TIP. IwMD P@E BLFd/1 OFPRI PER F6E (6) ADAPTER ANGLES VARIABLE (J) YARIMLE ""T HMO RECLISE DATIN a - 3D' AomaxO TO PLANS AVNAIEf ToSAL/S AIE OF) R E Ytl 9RP) t (0) VAmm SAP DEPTH (4) YAAOR TTPFS OF INLET k OUTLET ADAPTERS AOVDIND ro PLATS MR ON B' - 2e. id' NI. ON 4 Yx OI - 24 BASED ON MA -IURNC IEa) AYAIr. NS 4' - JO' FOR OWwDAIED TOPE (ADS N-12AWICOR DUAL WALL, AOSVIWICOR E' IN am � SINGLE WAL), M-12 HP. PVC BIER (M SON 35). P.0 DWv (ER 11" 14 nc C9D/c9ac DORRIDA ! P!®kb PLC WA7ERION JOINT THE BACQU MATERIAL SNAIL E CRUSHED STONE CR OTHER (CORRUGATED HOPE SHOWN) GRANULAR YAIMAL 1FETN0 THE PE➢IiDDRS W CLASS I. CUSS A OR CLASS ■ IIAMUIE NAWA N ASIY 0ET21. FOR 9URFALE EFTS SHALL E EO016 SURFACE N ADCORE RMID k WPACIFD O6UMLY N AObPOAKE NITS /SAL , WACT I - r- Sr Da[ CRAM IxAL E OUDWE EN PER ASTW ASV 4PUOE 71)- O T - rklr DOE 4lu�liT anD WEilNll aAas Wx WE Vi l n 7 -I W ANIC ImY M. SO pNYlw Y01001-110-GLUT Lec3WDMFOR [aWINOY RE IEFDD FOI Le DUE AYS.[E�Mm b>ml-A>4 - DRNVa oDNEImN PM`CWTBDu mNa8wY °N oasi �+„ASTY=ZM OOKT,Dw IL'IE (Ilm x'i}/1VM�10YM9EW-12W.&M DQ(eDNIE ti. InNIFD IN AWI NnECWSEW. TOIWkF.YHIDE EINB7 /1YPDR SEMWNa700H - r- 4RATF5 K m— m- A xE'E EOl1 Pnn x2b°sT xW 0 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suit. 260 MOIU.nd, Floral. 321 1 (407) 629-6330 ^ O 09 f 19025 DATE 12/06/2019 SCALE: N.T.S. DEMNED BY: BSB DRAM BY: SSB BSB C-903 Prairie Lake Weskway, weein CUT Ocoee Vista Parkway, Ocoee, Orange County, Florida �+ CUTOFF DRAIN CROSS SECTION DETAIL zll6 aDEaroR3 RON q,lall m MW wm 71372020 Jfi1 7A1T,1431r1020 8 R E 670 ORIAA'DO. FL 3zla9 —AS SHOWN vm ¢a Na 646&B .uvl Na 1AaF Na 20 I— — D­) ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) p'e> OT-sx e.ea th. (aa zw ltirU �pe,e.es a �l sy.) sRwr la'e sxnsT va>. I a.b i TIo Vctr to taW rw �a STANDARD NORMAL PPE SNEN M PIPE oCAMo CONTROL nP 9 C.4 T. Cvlr Pb. Eyveq [ Cnl�e+. T. Cvtvw OlnvY,e Al •m Ot H.lN ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL .. 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M TIP. M► 7 4• � � Ix MN.1x f� , - ^r :;?PL•t:'='•r�=__ ., ..:•.. i1PE 9.6LA T 1 COUIRSE UMEFW OR OWED CONCRETE aAg 2 STArsM 3 SUBGRADE Dam Ir 901A TYPICAL ROADWAY SECTION s NOT m SCALE Ix IBi. JNi I I� - nGT _NEE 57Fm TW. it m sx urx-w uIIX CITY OF OCOEE APPROOVEEDD FOR PERMTITING W. MIC4E . RUME. RUMS DEVFL DIRECTOR DATE:,11H n 3202ff RiNERAL NOTES 21rn1 Yq. eW !tA OV W1au .F! b h a.wOsw 1 GW.4 r.er b eel h pm v pml mn.4 l�b�eh9 .W M N aa.. W v K A4ewd ~' ba�F:l star ab.�l� �iRt�.n�re. ry .11'�s(.bals} h e ao..w. a..u,s a...s•F.Mu .r .sle o-ae f�rM�b� h WF Oe.+ h PP ���1 A�� avvAFs P.enaaa b uu y Fy.:lm of Mmt 3lup. �. �.M e4. nm. enb wARt, y., yel a .� *t eivn v.Rnw �h! b w blly ua 1. Is .eCl.9 um. vl... m kev Ib ill. e PT t b mwA. 41.17ti b .,e.,l. T. Pa. .w u a M W bevl�im.�ii..�i hew ,bt 0�r1 l�mtabn v bqw WM a q,d! ndN I®IW m!M b h w pa. - 10. laivnl fr IM h PN Mvb M b. bmd oM wamw .emlr b .w..s h..m. b P.t b .b w eneey vn ore b a.. + oew,u lu4.mA r. 2s0 STRAIGHT CONCRETE ENDWALLS N.T.S. O2' 114E SP-9.5 SnMTWI. ORLtSE (2 LIFTS) O IY SfE115DYKABEIIID 9RMtADE_ COPACIFD TO 08% STANDARD-6' tLERCS( BASE CO PACTED TO 9Sx W O. AST, 01557. tBR 40 / FEW 75 2 MAX WOW PER Am DI557 AND 1TR IM Q 6' PORTIMD amm OOfIQim PAYBmTT ALTERNATE 6' CM19ED MOM USE - 17 MEGRADE, CCPACTED TO 96x WOFNSIT COMPACTED TO OU MAX CENM PER AMU DI557 5 PER Am Dlw7, In 50 AND IBB 160. I I 77 RIGHT -OF -MY I I I �4'--t F� fY aTE VIE�iR MEDIAN 7Y 271E 1/JE—�1 1�4''P I IIII^IIIr 71Dw olE® rot FTIOT STD. POR 52D-001 16 1YPE-A dR7B PER 7 MAX 7x 71P FOOD WSI0. PIN! 520-001 nP. -M► M� 2% Tip 2x TIP. �•/-► FM a CONCRETE PAVEMENTVSTBkMAL a 1111EROCK m OD61ED 2 I_ST� 79 iYP. •��� _ _,.<<`.Z �}s. �y aw•/S..:e'n :r., �':y u...h, iv6 a:t r; - CCMAEIE BASE 3 CaPACiFD 91BGRADE .'..•.TYPE SP-AS A31Vli - IRERCOf Ci CN9ED srH1A)7m 91Bwce 25 COMPACTED 4160AADE 5 _ SNXWIRAI. oxgm 1 CO'M!E'IE BAff 2 DODOS it EA. Sm TP. 901e TYPICAL ROADWAY SECTION 3 DO—EO iAOE 3' OF Ta�c¢ _ NOT TO SCALE 901D TYPICAL ROADWAY SECTION WIN 5DD — NOT TO SCALE PROPOSED MATCH a GRADE GRADE - cum 20' WDE 90EWA1x SC Ww_-0T_ AY J7 KKi1F6-YIAY ' z 19M7 CiMB PER 17 CITE TARE 17 DRIVE LAZE 7x YAC 1x ImA 2S YAxCuRe PER HOT 511 , �m Fdoi SD RMI 52}Gd--E-17 W. VAE f7 275E fNi�I�7� 5•--{ Ix IBL N•f 1w 2i T7. ?F TIP. -Ni 7 {w �� t.M �'/'1' -M► I I f.M u TV. u M.'v► I 1w .V"":__ _ _ _ _yl.Y.x. - •;.+A.y=.'lS ::1 f.i v...•a Gam. C"5s 6' CP19ED COIIL@lE Ofl SRF1L - ''u f+ 4' ( WON's. `w.', _ _ f7 STABILIZED BIR - 40 lBR = f00 _r .. :`. •.,:�::• :I% _"" " :"2: °! _. ._ . _ .. rt� fa = a TYPE COIIX.SET J' OL% p15 2 1 UM CONCRETE PAVE1EIn 4 e 114E SP-9.5 ASPWLT 1114705( DR roue® SrAar1F1D TIE NTO E1051V10 STRUCTURAL 3 COWACTEO 91BGRAW STRUCTURAL CCIDSE 1 C NCRETE BASE 2 3 saGa�iDE� SUGGR 5 1Y SOD GRAW WOTH 901F EMERGENCY ACCESS SECTION CCPACED9�aAOE 5 �saE NOT TO SCALE 9010 TYPICAL ROADWAY SECTION /9-01EN TYPICAL ROADWAY SECTION NOT TO SCALE NOT TO SOU MADDEN CIVIL ENGINEERS 431 E. Homtlo Avenue Suite 260 Moltland, Florldo 32751 (407) 629-6330 O O 07 t1/ J L0 H0. o W O. O v -j D W C0 Z lz O Q w U IL^^� o � U W a, W - 0 EA Q 0g� H H � W 0T7%011111 41,,,� b `12tiz' + z ppnnln 2. zfJ F W m I�y1p Bo ts N N ts z s a a < I" c JOB 1 19026 DATE 12/06/2019 SCALE: N.T.S. DESIGNED BY: BSB c DRAW BY: BSB APPROVED BY: BSB C-904 0 Crowntrerohh - .imphoved areas (3' mi.) •a See Note 3 NOTES Edsbhg 1. Pie beddeg maerw and haunt batlde shag ed select common (de.) fill [ompaded la 8597 (8B%r fi raAvay) d W maximhnm denslly a8 per ""N"O T-180. 2. Centmds MO Enslae crushed mil (or equivalent beddeg m.tede0 w hee pipe bedduh9 does rot provide sold support Wiling or Plastic). Depth of slelal aW be a mini numb of 6'. a as Meded, to proNtle non -yielding upport for the pipe. Ali anutable material shelf be removed from pipe bedding unless special provisions are approved by the Cry. 3. Excavated bench wldN at pipe haunch shelf be sughdent In eke for haunch lass than 2action, but and be no finalea than I Won each aid. of pipe W Pis ' In dlameler (24• for pipes 2V 1.diameter or greater.) 4. Water shed rot be penTAW In bend, lne during conshucdtun. 6. Pipe ism shad be installed with beg filling facing upgrade. 6. Oravliy sews Nag have a 8• minimum mat bed. Pipe Bedding and Trench Detail N.T.S. o®urhs, D.I.P. Restraint Table Minimum Length (FT) to be Restrained on Each Side of FaBng(s) Fntlngs Pipe She 4' 6' 8' 10" tr 16' 90° Bend 15 21 27 32 37 47 45' Bend 7 5 11 13 18 20 22 12' Bend 5 6 8 7 a 10 11 114' Bend 5 5 5 5 6 6 Plug or Brunch of Tee 30 47 64 Bi 88 133 NOTES: 1. The restraint values se Indicated by the Testrafil Table' hue MNmum values.Dealgn agfieer shall be responsible for onf rning field anddWu. and make adpbtrnenb eocwdugly. 2. AD fittings shall have restrained) I W unless olhenrise Inalated. 3. No mantras required t conisoce, Pipe length is greater than v.Me provided in'Restraint Table' above. 4. iWare twv or more fitigs ere laid "a, use greatest msbalm length for 6. For Faro valves and truough ruin d lee& outelde finite of restralneepInts tan alter fmIng. unless need not be restrained us olhem4se fidated. 6. tango .hewn In the table have been calculated In accordance With the procedures vullined In'Ihrust Restraint Design for Ductile Iron Pipe' u published by DIPRA. with be following; .-.Pa -' Worldng Pressure: ISOPSI Sol Designation SM Ply San4 Sand -Sift Mix) Laying Condudon : 6 7. For pipe encased In polyethylene, use values green In parentms e, w homm. "given value by 150%. 8. For pipe aloes not Included In to ResVSInI Table or pipe mmertal nil adhering to gfen conditions, design engineer $hall delmnins and specify pipe lenggmwhlch Was be approved by the CRY. Ductile Iron Pipe .S.Restraint Table N.Tor®uram Full Encasement View ate Nda 1. a IT(p) • °'l� Saddling (Crushed Rork) Earth Concrete Arch View OP y4 D2 6• Mh NOTES: Cradle or Half Encasemenl View f. (7: 16 maximum for pipe diameters less than 24', and 24• for pipe dlamelem grater thanorequallo24'. 2. "" n" to be Inside diameter of ate pipe. 3. Use of concrete each hat enxasemem or ful sheasemenl to be determined In th 8 field, andbr as deeded by lire CRY. 4. Concrete f«amasemw shag be fc' of 3,000 PSI at 28 days. Concrete Arch And Encasement Details N.T.S. Trench Limits '�& I - iS' Mfienun -:Ban cog!hound Yanum 2'-age around pipe and concrete. m 9' MWmun (ryp.) Tie hoes hdudng his and waster C (Sea Schedule Set-) 4' x 4' x 10 Mechanics[ Joint. Sang Plele ( I m13 apaad CO' . me.. UndWabed EaM Encaae U. rod. In (9-0W MInYnan) See trend, details 1-1rr PVC a'ee 3'Cove for pip°�rg requirements Schedule of Dimensions and Materials Pipe DYnenciens Tie Reds Refd Sim A B C Dla. No. 6• 2.0 26 1.01 SIC 2 8• 2.6 25' 1.0' 314' 2 W 3S 3.0 I.o 3I4' 4 tr 5.01 30 1.6 3W 4 IS. 6Z 4.0 1.6' 3W 4 20' 8.0 &4• 6 249.(Y 8.0 7.6 3/V Ikie'llnalblsdh aeaebaary Id a,000 LBS perphae aUa$bb e$L phe+am r� a hrarde Perna$ d i ea Pa Ppeoroeedb. Sind s.e lrmebeiaw vassva 4rmsm. 8 trot J. end NOTES 1. Use of a thrust solar shag only be allowed due to special conditions and most be approved by the City. 2. Additional fa rehama" shag be es spedfied by mnes. e engi 3. Minimum camprescive sbegth fornxHhcrele anal be 3,ODO PSI QW days. 4. Bedding, badd8, and an, rac0on We0 be as Wedged Neewhere In the standard ruse hoes 5. AN form board. slid be removed prior baddl. 6. Co dNon where allmwbb soli bearing capacity Is less than above specified and/or op"bV Press- era greater bun sP dW englneed-br.dor Wen .ubmt for approval special design for me oorh6gon(a) dW.tl g tom standards. ]. No afto4a"e shag be made for friction between the pipe wag and the Uvust agar. Utility Mains Thrust Collar Detail N.T.S. 8' 8' y} ,h• 94 Ban (Typ Full Encasement Cross Section W-0' Gander Plpe m-. 10'-w 77;^ t. a m SarM Cushion SaNarySeweror Water Main Transverse Section NOTES 1. Use enasament where verbal desence between water mein and sewer Is lass than 12'. Ductile Yon pipe may be used In lieu of concrete anawnem at sewer fine chasing with a length of pipe centered at the paint of crcssbgs, so ea to bale pints at a nuximum dstana ben the e re lne 2 In DetamUT013 caent nnot beetused! where minimum sepawed and cop Indicated wedby h Data. tlr013 aruhd be met and mush be reviewed end approved by City prior to ptaamenl UBllty Crossing Concrete Encasement Detail N.T.S. D.I.P. Concrete Thrust Block Table Minimum Height and Width of Concrete Bearing on Undsturbed Earth (Ft) Fittings Dlmenalon PIP. She 4' 6- 8- 10' 90° Baud H 1.71 2.60 3.28 3.99 W 2.56 3.76 4.89 6.99 45 °Bent H 125 1.84 2.40 2.94 W 1.88 2.70 3.60 4.41 22 12°Bend H 0.90 1.31 1.71 2.10 W 1.34 1.97 2.57 3.15 111/4 °Bend - H 0.63 O.B3 1.2f 1.49 W 0.85 1.40 1.82 2.23 Plug a Brunch "TEE H 1.43 2.10 2.74 3.36 W 2.15 3.16 4.11 6.04 Pipe Pipe Fitting Height See Table ® Width Bee Table Bearing Area /�II NOTES: 1. Use da trustblack Wag only be a rued! ore to special oonditlara and must be approved by the City In writing. C-IS Thrust Block Debt N.T.S. PVC/HDPE Restraint Table Minimum Length (FT) to be Restrained on each side of Fitting(s) Fittings Pipe Size 4' 8' B' 10' 17 ill' 20'. 90' Bend 18 24 32 38 44 65 74 45' Beed 10 10 13 18 1a 23 31 2212' Bend 10 10 10 10 10 11 16 111146 Send 10 10 10 10 10 10 10 Plug or Branch of Tee 30 47 64 81 98 133 167 NOTES: 1. The restraint values as Indicated by the 'Restraint Table' are m nIn mn Designengirearshall be .sponsble br confmNrtgld fieandbonb. and essk n advyty 2 All Whip half have restrnIned Joint.unieaa otherwise, Fdiaied. 3. No restraints requlred t confxmus pipe length to fieIng is greater than value provided WRestrafiI TabW above. 4. Kbem two or more filings gs am bid ham. use greatest reslra ni Wrhgth kc -a". 6. For Fine" ves and though M of lets: outside gmfis of restrained )alms from other finings need not be msimhmd bless otherwise iMcaled. 6. Lengths, shown In the table have been alWated In accordance, with the pubg.hed by outlined whet the IollowiRestraint D� (M Oumle Ire Pipe' as Vdonl&ug Pressure: 160 PSI San Deslgne6orc SM (Silty Send, SerdSit MhJ Laying conditions, 6 7. For pipe stres not Included In the Resuaim Table or Pipe male si rot adhering to given conditions, design engineer Nall detomirhe and specify pipe lehglhs winch shall be approved by the Cry. CITY OF OCOEE ROVED FOR PERMMINO s MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 280 M.IU.d, Florida 32751 (407) 6 9-a330 a Q O J 0 0 o W W �[ K v 0, J 0 IL W_ 0 GI w U O ^ o LL Z V /l vraay" N BY: MICHAEL W sERvrES DIRECTOR. -M-6�11DPE N. Sfralnn1T.bla 2 U1 Eq I 24� Q sSS co barYmhYnun - concreteconcreteateta Dare H 3 � .. z4• � � TER M4y yLP;p• OrpN ,``,`41t11111 111,,' 1 hJ1l�,h; ,•. GG171 is VeNes-. C�W''ppEN (See WeCoar �t y4r •,u'y"a0 �y �L tJ O• L Finished Gmde Adatlng Nut for VeNe l� v h Adjustable ustable � Yon C5 Ne brut 6 se Valve box sisal rest on Adpisbnenl Ring �bedAng rack, not an Ne"pipe, and steal Valve ba steered en - operating nut pp Ppablal. Z ggg E. h M� N 8' FDOT il57 Slone {1�x N �S N NOTES: 1. PVC extensions shall not be used on valve box. 2. The actuating nafor valves, shall be no deeper than 24° from uhimale finished grade. 3. Valve assembly shall Include renter spacing guide from the Cilys Approved Materials Ust 4. Where valve nut Is more than 38' below, grade, vale assembly shall Include an extension from the CRY. Approved Materials Ust 5. Valve collar shall be 24' x 24' x 8" end concrete for collar shall be Id of 3.000 psi minimum to 28 days for non -pavement areas. 6. Valve Marker shall be from the City's Approved Materials List and shall Include main type, size, material, turns to open a dose vale, and direction of rotation. Valve Box and Cover Detail N.T.S. aosehnaa. I,pig � 19025 DAZE: 12/O6/2019 SCALE: N.T.S. DESGNM BY: See DMYM BY: BSB C-911 FNW MGrade Early Weming Tapes F FF'efing Grade Plpa Transverse Section V Me imum NOTES: 1. AN pipe shelf Include the Installation of 910 THHN copper Oscing wire capable of defection by cable locating equipment. 2. Tracing wire shall buried dtectly above the transverse centerline of the 3. End(s) of the locating wile Nell lea such that vine can be accessed by Iowtirg equiprre \ assessing the wine In a vale vault or blow -off box. YAM Is required toadend 12-minimum above finished grade. 4. Union approved by the CRy, early waning tape Indicating the type of pipe "be required. 5. Al directional dill pipe Nell haw brelNg wins alfached to the top of pipe and shelf remain on the lap of the pipe during installation. B. AN sevice rlinen shelf haw bntnire g wplaced on the pipe as described In CRY of Ocoea dotal Ur206'UOTIy aange Comedian' 7. Al wine spices leg be axnpleted with hvtalan type wine nub; with 90 or greme fled molshee seal. a. AI tracing wee hhstalagon shag be testedid averified for continuity by the comradesto rxe prior le P.- P1pPJMain odor based ou Ina. wxlbsal rrW lbP) See Nate 2 far lederkg stra and orientation. PIPE LETTERING NOTES: 1. Left" shall be per lies Arcericen Water Wake Association. 2. Lettering shelf be a minimum of 314' In height and shag facing be fag up when the pipe 1. installed. 3. Legering moat be permanently Imbedded Into the plpelmain, not painted or stendled. 4. Letiedng shall be ofcootrasdng color to pipetwin cob. Pipe Martdpe flatted N.T.S. I sr+:row) sm,aas) ash Nss) I Diameter =281o4- 3-Tape centered along the top half of pipe Is4W �!rr 1 1aA14sr Wh vXrlhn) D1 ..W -6'to 16' Two (2) 6'Tapeselang both "a of tophatiofpipe. core. saes 1ppsl ) swelryps) elan Rna) ucr R.nsl vanowl Diameter =20- and legs Three (3) 6-Tapes along topad both sides of lophamotpipe. Warning Tape N.T.S. WARNING TAPE NOTES: 1. Tape color "be In accordance with (aeme)ea maintpipe color. 2. Tape lettering leg be at lead 1' In height with m greater than 12' In apadng. 3. Wamhg tape shag edeed IOW IergN of pipe. Preside one ambwas bop o oemg xi. wire a4� d.amee W colexmsa baHgvM1eIn webs box gto TW W Sob wie� NOTES: 1. Al pipe shelf be Installed with 0 10 THHN sold copper Irecing wine. Trading wine moat be Insured directly above the pipe In a oontiaeue drco3 2. Tracing wine shag cover all main. pipe. branches (ndu T.V Be hydrants) snd servke connections. 3. Tracing wine shag artend a mlNmum of Ir above grade at required Intervals W. valve Ids. 4. Tracing xis Nag be coiled and placed In a vale box and shag be early ""n"de. 5. At dead ends of malls, pipe. a,&w eerv", the Oaring wke shell be placed In a Wpedy Idenirlfed cast kon tale box (Vale Box and Cmer Datail UfOD9). CITY OF C WY.ED FOR PipeslMalns Separation Requirement Table Potable Reclaimed Sanitary Serves Storm Sewer Hord. Vert HorQ Vail. Hertz Vert. Haft Vert Potable Reclaimed 3' 1Y 3' 1Y 3' 1Y SanRery se- 6' 12' V 1Y 3' 1Y Storm 3' 1Y 3' 12, 3' 12,Sewer NOTES: 1. The table represents the minimum seperdtlan requirements m described In F.D.E.P. idea ot Ina Fbrtle Pdrnirdabetive Code 82-fi65.314 (FLC.). Than separation regruernenh Nell apply bet- needy proposed WTy Ines and stls11n9 or proposedMm utEy . . 2. For the purpose of this table, retlslaed water Nag mean unrestricted public arrese reuse wafer as Refined by FAC. 17-810. Other "a of recialmed ter, set Vested to publccontett levels, chal be considered raw sewW. and! the npe .,m 'Sit" dtor sanitary sewer Nat apply. such 3. ARenna. water, as storm water used for InIptian, shall be consHered nedelmed wetnlCr separetlm requiremente. 4. Pip. sapare dictenre "tided above Nat mean the h--W aM/or vertical distance measured for the outside dMe 4k, a each plpdmsIn. 5. Concrete ennead pipWmalns shelf we the separation of D.I.P. 6. wheminimum m re nimum vaal nparation hose pot" r cannot be xNaved, the sae of one full length (2D) of D.I.P. centered at the crossing shag be pemissble. 7. All ub'flles shag be Installed with 36' of cover over the by of pipe Cover Nsa be meewred with current or future gnadng to ensure the 36' coverage. a. No potable water pipe may pan through a sardmy sewn- structure. Penetration ttuongh dorm saver must be approved by the City and Is subject to spell cond'mans and materials. Pipe lacatiria Wire Detail Pipe IdentIficatlari and Wemlmn Tape Detail Tracirw Wire Location Detail BY: MICHAEI-, Plpes/Malns Separatlon Requirement Table N.T.S.�^Incno N.T.S. Ome 1n01f N.T.S. Ov>•ai°ta D ERVICES � N.T.S.. m.mate NIU Sea MaNde Connection DeW a invert Bench lfF\02 Menholea Precast Manhole a ear Inside of Wafl(Fyp) 263/4' save e =le=lele l'e"IT l f,.+ Too Hach of Cover Pre#idded Plss a Al Joining Grml Wdh HYdruIc ResNenl ConnMar oSBWEA lTr USF-E Jdrx Swale ih Sudarea to be and B \Nand Pipe 1 e 1 1 e r I 353r4' I c� yy P rapper Wrepper P-Primed and BiNMnous a (Wrapper to be Exposed Sufecea a COwr Section Removed) USF 45-1 Cowr b-t to be smoothly 2212 sloped Inge direction of :'q4'�.;� � , m.:J Y•:� S. S. pipe Cover Cover MomlWe _t.:''.... Bme FlaxwRh chanreI Wall Joint Section .,f,y �J; Ctemp Bottom Half of Cover ma- n piediameter USF 657-CR Cover 3272' I 321272' .J Invert Section Pipe Connection for Pipes 24' 35 12' t I Less Than 24" Section Menhde Rig am Mader h Ring Covasea Note s fa Setting Cover Actual Orel cove grade t Transition brick bri2ta4 cquees o/ b d BRumheus(Coal Tar) T Costing Both I.Ha and Outside of Wags a• 6• Imed BenchtcUvea quarlas Might of pipe, gently slow (1I'll) aid Ntur.-.coaled _ ... Rork BWdkV IT TNds V Eaien&q Ir Beyond Fbat Tab - Manhole Section NOTES: 1. This data ls for pre cast standard and receiving sanitary sewn manholes. 2. Sewer main dies connecting to Ne manhole Nag rage from S'to 24' In dimela and not leas Nan Y team goer of bodom ®sting. AI oNa dies ahaa require separate design and apprmaL 3. Al manholes where arty Invert Into to n-hole exceeds IS- Nag require a drop comedian (See decal UF702). 4. Manhole corelmg and cover Nag be eccentric configured. Cone transition Nag range from 19' to 36'. Concentric c Rguratlm Nag reWLm wxitten approval by the City. S. Receiving, forcematn connected red drop maniwle Nag be continuously lined with an epp-ed rmn on the Cry of Ocoee. Approved Materials List at a mWmun of 90 mil Wckriese. a. Bogen casting Nan be rmno U bwfth fret data. 7. Rho between top cons and bottom caslIng del be re dada In Might than W. & Mecca cover to be set 114' above and mstdi g dope pawmenl and should be set et plan grade unpaved vent. 9. Al name from structure jdma, pipe connections and ring shag be WmpidSealed. SANITARY SEWER MANHOLE DETAIL N.T.S. --, m� I _ 24• _ Ito 34Ire zr Flush Ring Section Flush Ring Section Ripe Section 1295 Ring USF 1307-CR USF 227 Ring Ring Film Section V IES USF 6B7 Ring VARIES Manhole r PVC Tee tenhde anirg Red BrYko �(whas requhed) Red 1Con Influent to (vdere required) PrecastCpKrele Prensl Concrale r?:: Tle-In Debate Biases :) Rhea (Tip) :1 Flush Structure Casting Drop Connection Pipe Maniple Manhde Erring Imes Beaty ':4. (Sea Note 2) Flush Casting Mount (where required) (where required) Gamete Pipe Encase-[ Standard Casting Mount InMecd to _ Sprig LW of Pipe toTap of Bottom Slab and SAround Pipe NOTES: Manihofe - NOTES: PVC 00 Filling 1. Use Ring and Double Cover as depicted on Us sheet for Inge (e or 1. Use Rig It Corers DWI as depicted w Wes Nee( for standard memele geatet) and recah" manhole appf bre. oRefer to UF103 for Standard Drop Invert applications. Referto LM04 Lg oe L Rao&%" Ring Cover and Dmhle CDateg ] car Manhole Reartove CDetail for typical manholes. Standard Drop Section large(Gorgreater)andreceNeg rrenielea 2. For atrudues with top elevation at surface, ua'Fhuh Structure Casting', 2. For abuduea with top elevation el -dace, use'Fksh Structure Casting', USF USF 1307-CR Ring. NOTES: 1295 Ring. 3. Brink dug be sold red(day) brink meeting AASHTO M114-Gracie MW. 3. Brick dell be soad red (day) bat* meeting AASHTO M114-Grade MW 4. Manhde ld shag be Lettered with 'City of Ocoee" Qop), Sewer (center) and 1. For rrenhde covers, see Ur1D3 Standard Manhole Ring aid Cover Detail end LI 104 4. Red Brick or Precast Concrete Risen, should not exceed lee levels Fbrlde (bottom). Large It Receiving Reoeng Manhole Ring aDouble Cover Detal. B. Manhole lid shelf be Lettered with'Ctty of Ocoee' (top). Sewer (tamer) and Florida R. Manhole lda shelf have two (2) nonpantraNtg pick holes. 2- Drop pipe and fmbgs shall be of egad size and material to the influent sewer one. (bottom). - S. Mena manhole WN (coaang) Is required, costing Naa astauO to ring 3. The drop omwctlon prevHed above Is limited to pipe size leas than 24'. Alterretiw B. Manhol Ida shag have hvo (2) men-pwWng pick hobs. seating and leg r(id eoaa mortar bed. design must be approved b7 City for pipe sixes equal or greater than 24' In dim aeter. 7. Inhere lids Inbg (coating) Is required, -6m h.0 mend to Mg sealing 4. An outside drop correction Is required for a Inlluare Ines 18' or mare above the maMde and coaling rinds antes bed. hnveds. 6. Bottom duration of drop shall be 0.1' above effluent Inwri. SANITARY SEWER CONNECTION DETAIL N.T.S. -unm Standard Standard Manhole Ring and Cover Detail Deter l N.T.S.-- LARGE S RECEIVING MANHOLE RING AND COVER DETAIL N.T.S. ozea urns 5 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 MnlUond, Florida 32751 (407) 629-6330 ,pa ' 19025 DATE- 12/06/2019 SCALE: N.T.S. DESIGNED BY: BSB ORANN BY. SSB C-912 3 Hydrant OperaWB Nut Varies Vanks Hone Noaxla Pumps, Nol. Lot U. 'Aye WAh era Mein Ske Fading Street She Vedas V Me. Roadway Curb R 45^ B Fin Grade Be'. -Maximum 6 Clearance Finished Grade BConcrete eon BJodom of N'USoft iota Meter Box (Irelficrele3 Resilient Seal TeppNB VeNe� Concrete sh ped. 6' thick a mat n Female Oukk Camectwilh �� Into curb. Exktag Grade Cheb�L Jk 6 Cap deemat Properly Line I' Flnlshetl Grade ve ox d eBraasCmpbg (SValee UfB009en) Covr (See Not. l) Ski-alk DoubleDouble(18'x24�Traflk •�j'. �• Rated Meler Box Dome Wr eJ b 24' Expansion Fiber M Malarial (iYP) Flap9e Valve Cover. See Tract Concrete Plan Ynw, Compact 6etlLB Concrete, ' Reatraned Mechanical Teal Plug Joel Detl lff009 y�'i• Bottom " Resilient Seal Gate Valve !i �+ .�. MLamun afC Finished Grade 1y • •• �. •. ." MJ Hydrenl Restrain( Pipe and End Cap Ductile Iran Tee a cashed rock ••• " PntlnMB Tee III��� MHe Main Stands. Steel Saddle Resilient Seal Get Main (Potable or G S e Iwo To Terminal Depth 6- Bedding Rock• Valve and Box Reclaimed) s-4' DAY (lyp.) != At 1.0% Mnimum (ryp.) (S. Not.. 3) �) Sprg line - - (See Data Ur009) - SWeaetik ` BWerveg Crushed stone 6' ;tacit eA-dng 2' beyond box 2' Blue Payethylene Tapped End Cep P� asked New Main Slow.. Steel gg• Fagg • item Y BrassL7 Tapping Steve Saner Mein ��Flueyl ��Fl Assembly Pircete Snete Lekrel Doubt Lateral Private WaterMin V1al Main m Men Man Cs Section Cross MlNnwmof6'wshed � To Home Right of Way TO Hame Becton Move Edge of Pawmen( Edge tPevemenl NOTES: OTE& Standard Con rn uretlon Alteate Con ufatlgll 1.. AN pipe, and fdggs shed be sdntlule 40 brass or egklveleM with 1. AN Sleeves end Vahes shall be v al er tested be( tap. NOTES: - NOTES: e: - threaded (NPT) Jointsexcepl where denoted otherwise. z Ad pipe and filkgs shad be Incmr adarca with City Standards (a 3. 2. No Vehe Box As Gw�e des, Ocneet rmain Valve Box ern( Corer a. 1. This data shad only be used upon apgorW by the City. Z Flush assembly material aril bar shelf be consistent with requirement of t. Clean -out (ehowrr hatched) shad In nsLadee by fin adder n hatced) Hydrants shall be painted with double coal enamel paint psithe applicable servkn provided. Detaa. either potable« redefined water. easxdanrewithsk shg code. the following: 3. Pipe resbalnt shed be In emordance with City Standard Details 3. In recleaned applplbM1 D.I.P. to be Panted with magenta (redefined) 2 Locate cis ea ramelo Ne prcpefry Brn as possible. • Public Potable Water - Safety Yellow Panlone 13-0830TN I��� �GHDPEPIpe ar UT005 (M DurAle icon Pipe. trips. Saddle Ductile °f the coal 3. Irwedof aervkelateral shed not enter a ewer met below epnng ene. . Reclaimed Water- Purple Pantone 522 C 6; All gs olme shal be m��By Bse� 4. The mWmum tmbd depth as required for home -A. • Pdvale Fire-Red(TBDby FD) S. Service Lateral shah be .. fiamum 16' M non-resWen�l et"ados. In rea'id. areas. service llerab shah be a mlnlneem of 4' m fin Concrete shear pad shall abut between sidewalk and curb rghtatxay am then e'to the sewarmain. Where sidewalk is not present, concrete shear pad shall approx. 7.5' x 3.V min. Concrete shall be 6" thick with fibermesh and shall be fc' o _ - 3 000 sl minimum at 28 days. Service lateral Detail Flee Hwdranl A-ssembN Deail Blowolf Assemblyn( Detail Stainless Steel Taeoing Sleeve aGale Valve for Water an( Reclaim 4" Flush Amwb v Detail N.T.S. °a" N.T.S.-se NT N.T.S. on"ursw N.T.S.o<r - 90' Compression Bras, Corporation - -- Properly lited ® Double Service ^� Curb Stop Fflkg Ford MXU(FI-NeI Stop (1'MnJ WOTHHNTrechg U43rnM BresaH 'Angled -- Rlght,o Way ® single 6eMra KV43-342WNL Existing GIde Meter Box �Rodm Unh) Wire to Match Use (1'x374'x3)4) slope t In Color hoisted Upright422*f-' Curb Slop SIdawalk C� Single S_ks Som Mahn (P.EJ Not 3) Sfigie Servicu(Sea OYPJ_v_-_v(yp.WashMeteHmvy rProkeed HeevyOutyTape Dui bl a hUr). Font HHCH31-323-N HHCFf31.328-NL Excess Double Meter served Peyethyiun Tradn9 Visa in Ba<eM caster Tubng Box II 11 gg. Compression Cunt Stop eisio Ford - Meter (BY CRY) �� usA•x3•xS KV43.342WNL Single Meter Double Meter Configuration I I -- Nbgdm Stake Box am Water I Pftvse - - Mete, (By City) Service New with Single Meter Curb I SWerreg Servico San � ;t�� Men (F.E) Slde Single Meter Wew Bon Slop F7000dNL) Braes Meta . y Op a Fittings (noDntN aperh) C- caahedlon AVNJAT CC Threads To Meler/Bex Amembh, _ Reclaimed Meter Connection 910THHN - Use Brest MeterConnection (mbstihda for Dual Check Tracing Vare� Covert Melds _ _ _ 6'mn'vmm belwv grade __ __ _ __ Vim.) aa_e __ . Service 30, 1045' Service. Polyethylenes 7kbbg, 1' min. PlpaNaIn Meter Location Plan View BuffetLock ' slap Curb Water Mahn stainless Steel Setlde Met° Tapping Section Grassed Parkway Dual Hom arm CITY OF OCOEE NOTES: Sidewalk with 90' Curb Stops `�servka hen APPROVED Ep6PEF1 fR O 1. aMgg+ahea be ba,s with conhPfessWspad )onl type axvhece0rhs. 2 No aervici fine abet extemalemaule antlers driveway- (Ford UV43a2WNL) Man (P.E) Bdtel Ladle Dual Han Brass with slope. Fad w43J2W-NL , ' • -` 3. Meter eon of aerviw shall tarmhnte with curb stop (901 for single service am dual ham am artskpa(9DIfordualeenvkoa prkgle SeMttR1ghWf-W&yLine Double Meter Curb Slop Single Meter Curb Stop SeMci fmm Dual Meter Front New n BY: MICHAEL 4. Meter end of -Acs alw9 Iemmete 3' post meter location where ettvke, shah. West tied 2' 4' 4' N drected. Typical Meter Layout Mein (P.F ) .RIIMER,J DEVELO✓ 3FRyTCEg DIRECT NOTES: dueled oNervrise, ertaM 3 above fWahed grade b a x x atke. sen4ce comedbn shed be burled am located with m T x 4' x W pabxed marker. Stake amerkershaa lndkale bl(a)fobe served. NOTES: NOTES: DATE: JWL9-5 2020 S.Gamete mfb shed be marked (tamped orsawn() with W Inciting service 6. Service mnnectlon to Bra man shad we approved sadde, am Upping of main shal be by 1. PipWmans n this tletad are for re re -Motion purposes only. Refer to plan or utilhy sheet. for plpea/man materiel. she, and mnF9uratlon. 1. Water Service shad be 1' diameter P.E. mlNrnhmn. 1. TNs d U11 shad only be used when the Contr donDweloper has been - -'-- ---- a me" where a solid coupon is removed. 2. For meter conhguredon, Including filling, and box, see City of Ocoee Meter am 2. Sew dab stop shad be bule1 locked using High F. W Manufacturing given •pedal permission by the Coy to place City Meters. 7. Sanom nskded wrier finished or existing pavement shill be daeWarally died. Matter Box Details UT207 for Shgte Family and Uf206 for ComrereaOMWO-Family. Cap Set a 99210130, Buhl Stud 93210140 and Sam =10120. 2. Water Service shelf be V diameter P.E- mlrbnun 6. Upon approval. direct tap (no saddle) may be used on Ductile Iron Pipe. 3. Unless directed by City, reeahned eon potable meter boxes ehal be separated by S.shad adend 4' abwe h*hed grade am shall be no more than 7 3. Servkn curb top shed be bubst locked wing High Field MeuLarLtng 9. SeMcoth os color an be blue for potable water and pw& (mageta) for reeamed wale. placing the boxes at opposite property Ines from trap back of deb. Cap Set 993210130, Buffet Stud 93210140 am Ease 93210120. 4. M.W. should be centered Ingrassed parkway outs t P, offset from front of 4. Tap of stake shelf be panted the color of them e UtAy Service aLabeled . sidewalk 2. and such that private wMwillce wnul loss adjacent lot. with the Lot Number(syAddress(n) it serves. 6. when water Bare- oral be wed for Baderloink al Testing, a hose bib , shall be nslelled on the Curb Slop. Utility (Water S Reclaim l Service Connection Detail Meters Service Location Detail Shgle Family Realdental Service Detag Single Family Residence Meter Configuration Detail N.T.S. omashm,e N.T.S. N.T.S. N.T.S. av t MADDEN 431 E. Horatio Avenue Suite 260 Naiticnd, Florido 32751 (407) 629-8330 pit 0 19026 OATS 12/06/2019 SCALE: N.T.S. DESIGNED BY: BSB DRAYM BY: BSB C-913 0 Ulf n THIS INSTRUMENT PREPARED BY: DOC#20200448715 Dana Crosby-Collier, Esq. 08/26/2020 08:29 AM Page 1 of 16 SHUFFIELD,LOWMAN&WILSON,P.A. Rec Fee:$137.50 1000 Legion Place, Suite 1700 Deed Doc Tax:$0.00 Post Office Box 1010 Mortgage Doc Tax:$0.00 Orlando, FL 32801 Intangible Tax:$0.00 (407)581-9800 Phil Diamond,Comptroller Orange County, FL AFTER RECORDING RETURN TO: Ret To:CSC INC City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 For Recording Purposes Only (407)656-2322 DEVELOPMENT AGREEMENT (Prairie Lake Subdivision) THIS DEyELOPMENT AGREEMENT (this "Agreement") is made and entered into as of the 0,g2 i— day of ��,GeV , 2020, by and between CITY OF OCOEE, a Florida municipal corporation exi ing under the laws of the State of Florida, whose mailing address is 150 N. Lakeshore Dr., Ocoee, Florida 34761,Attention: City Manager(the"City")and MERITAGE HOMES OF FLORIDA, INC., whose mailing address is 5337 Millenia Lakes Boulevard, Suite 235, Orlando, Florida 32839 (the"Owner"). WITNESSETH: WHEREAS, the Owners own fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (hereinafter referred to as the"Property"); and WHEREAS, pursuant to the application of Owner, on June 2, 2020, the Ocoee City Commission approved the Preliminary/Final Subdivision Plan for Prairie Lake Subdivision, in accordance with the Ocoee Land Development Code; and WHEREAS, the provisions of Section 4-10 of Article IV of the Ocoee Land Development Code require that the Owner and the City enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, the Owners and the City desire to execute this Agreement in order to fully comply with the provisions of the Ocoee Land Development Code. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged,the parties hereto agree as follows: 20200448715 Page 2 of 16 Section I. Recitals; Definitions. The above recitals are true and correct and incorporated herein by this reference. All capitalized terms not otherwise defined herein shall be as defined or described on the Land Use Plan(as defined below),unless otherwise indicated. Section 2. Development of the Property. (A) The Property shall be developed in accordance with the Preliminary/Final Subdivision Plan for Project LS2020-02 (PSP/FSP) approved by the City Commission on June 2, 2020. The PSP/FSP is hereby incorporated herein,by reference as if fully set forth herein. (B) The Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). Owners further agree to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Land Use Plan. (C) Except as otherwise expressly set forth in this Agreement and the Land Use Plan it is agreed that(1) the development of the Property shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property, or any portion(s) thereof, shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. Section 3. Roadway Improvements. The Parties agree that the Ocoee Vista Parkway is intended to be extended from the entrance to the Prairie Lake 056A Subdivision to a cul de sac at the point of terminus at the Seaboard System Railroad 60' right of way ("Roadway Improvements")in accordance with the PSP/FSP. Owner agrees to design, engineer,permit, and construct all Roadway Improvements at no cost to the City. Section 4. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received)when(i)hand delivered to the other party, or (ii) when sent by overnight courier service for next business day delivery (i.e., Federal Express), addressed to the party at the address set forth on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith. Section 5. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. -2- 20200448715 Page 3 of 16 Section 6. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owners' expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owners, execute and deliver letters affirming the status of this Agreement. Section 7. Applicable Law. This Agreement and the provisions contained herein shall be construed,controlled, and interpreted according to the laws of the State of Florida. Section 8. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 9. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof; provided, however, that it is agreed that this Agreement is supplemental to the Land Use Plan and does not in any way rescind or modify any provisions of the Land Use Plan. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 10. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 11. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other party of any terms hereof,the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 12. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 13. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 14. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Agreement can still be achieved. -3- 20200448715 Page 4 of 16 Section 15. Effective Date. The Effective Date of this Agreement shall be the day this Agreement is last executed by a party hereto and such date shall be inserted on Page 1 of this Agreement. SIGNATURES TO FOLLOW -4- 20200448715 Page 5 of 16 IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. Signed, sealed and delivered OWNER: in the presence of: Wa241fr B Pr> • K.i^-.� Print Name S 1 FF STALn�ll. Its: 71�E�yT Print Name J/G ``.1 aolsie STATE OF 4 L COUNTY OF I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of Q physical presence or ❑ online notarization, by 6riavi (c1+4-6. , as the 1 'f is t eve_&;C J1e a-of PO e(r t t-Evw - ,who j ' f is personally known to me or { 1 produced as identification, and that he/she acknowledged executing the same on behalf of said company in the presence of two subscribing witnesses, freely and voluntarily,for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid thisday oldk(21 ,2020. 1C-Ctkala,k, 4)Y1Cte- Signature of Notary` :ot*j1YP�e`-: DEBORAH BRACCO . yJJ at ,� cc-0 �' t:��'- Notary Public-State of Florida p commission A c�301747 Name of Notary(Typed,Printed or Stamped) of�° My Comm,Expires Feb 13,2023 Bonded through National Notary Assn.Bonded Number(if not legible on seal): . , My Commission Expires(if not legible on seal): • • -5- 20200448715 Page 6 of 16 Signed, sealed and delivered CITY: in the presence of: CITY OF OCOEE,FLORIDA •���./ By: Print Name: %/74)//%4.--, Rus .1 s n, /� Attest: • t�.rv,Irz & Lam, t Melanie,Sibbitt, City C erk .... Print Name 1--ZONd r �m�pt� (SEAL) . .. . . FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE,FLORIDA. COMMISSION AT A MEETING HELD ON Approved as to form and legality this c2 , 2020, UNDER Z"'vday of �7v,--L, ,2020. AGENDA ITEM NO. / . SHUFFIELD,LOWMAN ANDS SON,P.A. By: Ci orn y STATE 0 LORI A COUNTY OF NGE. I HEREBY CERTIFY that on this day, the foregoing instrument was acknowledged before me by means of LW'physical presence or ❑ online notarization, by RUSTY JOHNSON and MELANIE SIBBITT, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. II WITNESS my hand and official seal in the County and State last aforesaid this 2 ti1c1 day of jl_t vl(': ,2020. Signature ofNotaly 'Pus MICHELE L SCHRAMM I 11 Si` �' Gam: Notary Public-State of Florida ( H'(� �'tl L. , .Vl V�(l YYIYY� Commission!!GG 269557 '� �e� 11 Name of Notary(Typed, Printed or Stamped) ( `.-tpF r�°•�' My Comm.Expires Oct 21,2022 f Bonded through National Notary Assn. Commission Number(if not legible on seal): • My Commission Expires(if not legible on seal): -6- 20200448715 Page 7 of 16 EXHIBIT "A" LOCATION MAP 4) .,,,. ,„ , Court:Sy-Rick-Singh,--CFA; Orange._County Property Appraiser s q , - '1 r. FRry APPP'p II I,,� cy�Mff founts�`pe`o, ) ! i•alo.1,1., 1,, / . [ • .-. I LN -- / ;•-.- I' f,r. r _ - ------- "I ^ilf_ :IS`� nj/il fl //l City Of 1// i' Ocoee IY l / ?-- s.A;r�,� '".- I City 01 cJ tT aooee Fire e I.;{ '• L/. / 1/7/2/ `lglap4 '4///;71 !l ,rys f / • ' .. r t. � ((Liii- - / r tI/ ' '( Ocoee Vista Pkwy .' ��� � - \\ s.( . 'fry 10411 (- '. - rf' )."-..".. . . . - 11'\\ - \- \ \\E\ 1 e 1,. �:\, . 'if,. \,.. - f. .1. SlNutrl 1 ` .' .. fi,N•11 1: •\\ fii 1\\O1Pl1\ stmonto Inc f\;'~,CI 0f \\\V Ocoee \\\\.,, ; \ \ ‘ \ \\ • • .11_-, \-\ \ ,\.,\A'.\.-I) ''.- . - .i',I.l_i It 1:• \\\ • ' \ City 01 -- 11,1:.'_ • - Ocoee _- " City 01 .d~ ~ 11 y r • ,�'�'"~ O• coee 10 J�ti�tJiin,:;1t .. . • .. . i.,. allveA „ a _ .- f lm hi .... . .. . _. .. .. Roilcl r `............................. ��lt - �iI�J' l-- �Created:5/1/2020 113 This map is for reference only and is not a survey 20200448715 Page 8 of 16 EXHIBIT "B" CONDITIONS OF APPROVAL Section A. General 1. The City of Ocoee,Florida(the"City") is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 2. This project shall be developed in one (1)phase(s). 3. Each phase of the project will stand on its own with respect to public services (sewer, water,stormwater management, access and other related services). 4. Except as specifically noted on this plan, development of the property shall be consistent with the requirements of the City of Ocoee Code of Ordinances (the "Code"), which Code includes Chapter 180, the City of Ocoee Land Development Code (the "Land Development Code"), that the development shall be consistent with the City of Ocoee Engineering Standards Manual along with the Code of Ordinances and the Land Development Code. 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 6. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 7. There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Subdivision Plan/Final Site Plan. 8. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 9. Development of this property is subject to that certain recorded Development Agreement dated June 18, 1991, as recorded in Official Records Book 4352, Page 1655, Public Records of Orange County,Florida. 10. All legal instruments including, but not limited to (i) declarations of covenants, easements and restrictions for the property; (ii) articles of incorporation and bylaws of the property owners' association(the"Association"); and (iii) warranty deeds, easements and bill of sale documents to the Association, the City, the County and/or the St. Johns River Water Management District ("SJRWMD") shall be provided to the City for review and approval prior to platting all or a portion of the property. -8- 20200448715 Page 9 of 16 11. Parking for individual lots shall be provided in accordance with the Land Development Code. 12. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 13. The Owner of each tract shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, the Owner shall be responsible for connection to the reuse system lines. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission of the City. 15. To the extent the Land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions of the land Use Plan and these Conditions of Approval shall control. 16. To the extent any lift stations are required on the property they will be conveyed to the City at the time of platting. All such lift stations shall be designed in accordance with the City of Ocoee Engineering Standards Manual. Section B. Trees 1. Existing trees eight feet (8') or larger (other than citrus trees or "trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible; the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees 2. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no grading or other construction on the same except as specified in the approved Final Subdivision Plan/Final Site Plan, until building permits are issued for those lots/tracts. 3. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existing protected trees on individual lots and tracts will be evaluated at the time of site plan review for that lot or tract, to determine whether or not each tree needs to be removed. 4. In order to ensure that as many existing trees as possible will be preserved, all road rights-of-way and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 5. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected -9- 20200448715 Page 10 of 16 trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures to preserve the trees on site. 6. The final grading plan will preserve existing grades on individual lots and tracts containing protected trees as much as possible. 7. All landscape areas will be irrigated and have an automatic rain sensor. Section C. Easements/Utilities 1. All cross access, utility and drainage easements shall be provided prior to or at the time of platting. 2. All utilities to be placed within the ten foot(10') easement along the front of each lot will be placed around existing protected trees to be preserved. 3. All utilities including electrical, cable, TV, and telephone and including on-site existing overhead wires shall be placed underground. 4. Unless otherwise noted, a five foot (5') utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 5. All drainage, utility and maintenance easements shall be for the benefit of the Association. The land burdened by such easements shall be owned by the individual lot or tract owners. 6. Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan and will be sized to meet City requirements. 7. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities for law enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. 8. An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenance purposes. The emergency access easement will not impose any obligation, burden, responsibility of liability upon the City to enter upon the property it does not own or take any action to repair or maintain the drainage system on the property. Section D. Association 1. The Association shall own and maintain all common areas. -10- 20200448715 Page 11 of 16 2. All declaration of covenants and restrictions affecting the property shall include the following provisions: i. Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. ii. Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. iii. Provisions granting the City the right, but not the obligation, to maintain/repair the stormwater management system for the property (the "SWMS") and obtain reimbursement from the Association, or from the Owner if(a) turnover of control of the members has not occurred; or (b) if the Owner is still responsible for maintenance of the SWMS. iv. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. v. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. vi. Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. vii. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. viii. Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment. 3. All tracts that are to be owned and maintained by the Association shall be conveyed to the Association by warranty deed at the time of platting. A special warranty deed is permissible if accompanied by a title insurance policy to the Association. Section E. Streets -11- 20200448715 Page 12 of 16 1. Final street naming will be coordinated through the City Support Services Department—Information System Division at the time of final plat submittal. 2. Tract A, access road(s) through the property, is a private road which will be owned and maintained by the Association, with access and utility easements granted to the City. Such roads will be conveyed to the Association at the time of platting. 3. Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. The Owner and the Association will be responsible for all operating costs relating to such lighting. 4. In the event gates are installed on the private roads the gates and subdivision shall comply with Article VIII, Chapter 34 of the Orange County Code for gated communities as well as any amendments to that Article that may be enacted prior to approval of the Final Subdivision Plan. Further, in the event Orange County rescinds or ceases to have regulations for gated communities, then the regulations in effect at the time of Final Subdivision Plan approval shall control. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. Click to Enter and Knox Box technology shall be installed and operational at each gate. 5. The Owner shall construct appropriate curbs cuts to enable construction of ramps at all rights-of-way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot or tract shall be constructed at the time of development of the lot or tract. When sidewalks are constructed on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas. Section F. Stormwater Management System 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. 2. The development of this project will incorporate the stormwater needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (15') feet from the top of the bank. 4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. 5. Notwithstanding the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Owner shall -12- 20200448715 Page 13 of 16 remain responsible for the maintenance of the SWMS, including all retention ponds,until such time as: i. the entire SWMS for the project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD; ii. the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association; iii. the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have been executed and accepted by SJRWMD; iv. the City has been provided with a copy of the Owner's proposed maintenance plan with respect to the SWMS; and v. the City has been provided with a written statement from the Association acknowledging receipt of the Owner's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 6. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to issuance of the Certificate of Completion for those corresponding phases. Section G. Wetlands/100 Year Flood Plain 1. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet (2') and/or the 100-year flood event for the stormwater management system by two feet. 2. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off(and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 3. Wetland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction. 4, At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional wetland line on the site and establish a twenty-five foot (25') upland buffer from that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or -13- 20200448715 Page 14 of 16 adjoining conservation area. The usable area of the site will be reduced by this acreage and all development criteria will be reduced proportionately. Prior to or at the time of development of any portion of the property, if a Conservation and Drainage Easement is required, the Owner shall convey to the City the Conservation and Drainage Easement, the form of which shall be approved by the City prior to the conveyance. Section H. Commercial Projects Intentionally deleted. Section I. Single-Family Residential Projects 1. Intentionally deleted. 2. All underground utilities shall comply with Section 6-8(C) of the Land Development Code, which requires pedestal-mounted utility boxes to be placed back of the street, no more than five feet (5') forward of the front building setback line, on all residential lots which are less than seventy feet(70') feet in width where the lot abuts the street right-of-way line. Section J. Townhome Projects 1. All multifamily residential buildings comprised of three (3) or more dwelling units, regardless of square footage or number of stories, will include automatic fire protection systems. 2. Open space between townhome units not part of an individual lot, shall be owned and maintained by the Association. 3. The townhome portion of the project will comply with section 6-15 of the Land Development Code regarding multi-family development standards. 4. Street trees shall be provided by the Owner at a rate of one (1)tree per townhome unit prior to certificate of occupancy for each building. 5. All declaration of covenants and restrictions affecting the townhome portion of the property shall include the following provisions: i. Provision providing that short term rentals (rental term less than six (6) months) shall be prohibited and providing that this provision may be enforced by the City. ii. Provision requiring that garages must be used for parking cars and that parking will be prohibited on the private streets, except in designated off-street parking spaces. iii. Provision prohibiting RV and boat parking within the subdivision. -14- 20200448715 Page 15 of 16 iv. Provision requiring that if trash cans are used at individual units,they shall be stored in the garage, but if they are stored outside the garage they shall be screened from view with a decorative fence and/or landscaping. v. Provision requiring a six foot (6') privacy fence on all three (3) sides of any lot with an accessory structure,per section 5-6b of the Land Development Code. vi. Provision requiring limitations on the size and placement of accessory structures and privacy fences in certain rear yards. vii. Provision requiring all lots with fencing to have a gated entrance along the rear lot line. viii. Provision providing that trash pickup will be provided for each individual unit and that no dumpsters shall be utilized for waste disposal. ix. Provision providing that individual owners of individual lots shall be wholly and exclusively responsible, to the extent necessary, for the periodic clean-out, maintenance,upkeep, repair and replacement of all elements of the sanitary sewer system located on their respective lot, from the inside of the home to the back of curb where the lot line ends. The elements of the sanitary sewer system shall include, but not be limited to, all piping, "laterals" and other components of the sanitary sewer system. Neither the Association nor the City nor any other third party shall have any responsibility for such clean-out, maintenance, upkeep, repair or replacement of any component of the sanitary sewer system located on a lot. Section K. Wekiva Study Area 1. For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ("WSA") Boundary, and with the exception of a single-family home on an existing lot, those portions of properties that contain at least one (1) of the three (3) following resources: (i) most effective recharge areas, (ii) karst features, or (iii) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrub, or Sand Pine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement. 2. Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimally developed, such as trails and boardwalks as part of a natural resource preserve or recreation area, stormwater retention areas that follow Best Management Practices (BMPs), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian connections. Such designated open space excludes waterbodies, lots,street rights of way, parking lots, impervious surfaces and active recreation areas including golf courses. All Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical -15- 20200448715 Page 16 of 16 applications, but may permit mechanical methods for routine maintenance. Rule 9J- 5.003(84),F.A.C. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or wetlands. The purpose of these swales is to improve the water quality of the stormwater runoff and ensure that the swale fills and exfiltrates into the soil so that there is no sheet flow into the lake or wetland. This method of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Stormwater runoff from developed lands adjoining wetlands, lakes and/or floodplain areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Section L. West Orange Trail 1. A Public Trail Tract as depicted on the plan shall be dedicated to the City at the time of platting for connection through the property to the West Orange Trail. OR Access to the West Orange Trail, which will be provided by sidewalks from the project's access road that crosses the West Orange Trail. • -16-