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Item 10 Approval of Florida Central Railroad License Agreement for Railroad RemovalOcoee florldo AGENDA ITEM COVER SHEET Meeting Date: Dec 6, 2022 [tern # I Reviewed By., Contact Name: Milen Womack Department Director: Kru Contact Number: 6013 City Manager, Background Summary: The City Commission approved the Downtown Master Plan in October 2016 and a key element of the Plan is the proposed improvements to West Oakland Ave between Taylor Street and Bluford Ave. City Staff have worked with Florida Central Railroad to develop an Agreement to remove their inactive railroad crossing starting on West Oakland preceding south to Kissimmee Ave. The Agreement with Florida Central Railroad will permit FCEN to remove the rail and to coordinate improvements to the crossing surfaces and, approaches with the City, The agreed costs for these improvements total $166,374.00 and are adequately funded in the Public Works Streets Division Capital Improvements budget, These improvements will be installed in conjunGtion with the West Oakland Phase 2 construction. Public Works recommends approval of the Railroad License Agreement, Issue: Request the City Commission approve and sign the Florida Central Railroad License Agreement for the amount of $166,374.00. Recommendations: Recommend the City Commission approve and sign the Florida Central Railroad License Agreement for the amount of $166,374.00 and authorize the City Manager and staff to approve and execute change orders to the work in accordance with the limits established in the Purchasing Code. Attachments: Agreement For Rail Spur Removal Teepee Lead Financial Impact: The cost of the work is adequately funded in the Public Works Streets Division Capital Improvements budget. Type of Item., (please mark with an 'Y) Public Hearing use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution ro Regular Agenda Commission Approval Discussion &Direction Original Document/Contract Attached for Execution byCity Clerk Original Document/Contract Held by Department for Execution Reviewed bvCity Attorney Reviewed bvFinance Dept. Reviewed by Finance Director Roberts 11/29/22 0/& 2 THIS AGREEMENT FOR REMOVAL OF THE TEEPEE LEAD (the "Agreement") is made and entered into as of this _ day of _, 2022 (the "Effective Date") by and between FLORIDA CENTRAL RAILROAD COMPANY, LLC., a Florida corporation with an address of 3001 W. Orange Avenue, Apopka, FL 32703 ("FCEN") and THE CITY OF OCOEE, a municipal corporation of the State of Florida with an address of I N. Bluford Avenue, Ocoee, FL 34761 ("OCOEE" and "Licensee"). Mull U. WHEREAS, the Licensee is desirous of creating certain streetscape improvements within a portion of FCEN's leased right-of-way that includes the area known as Oakland Ave DOT # 621881D ATB 32.25 that contains the railroad spur known as the Teepee Lead (the "Tepee Lead") that traverses Oakland Avenue (the "Crossing") approximately fifty (50) feet west of DOT 621881D as depicted on the 90% Design Plans of August 19, 2019, as prepared by CPH Inc. of Sanford, Florida (the "Plans") attached hereto as Exhibit "A" and incorporated herein by this reference. WHEREAS, FCEN has granted Licensee a license under a separate agreement, OCOE- 35-004, to use portions of FCEN's right of way created by that certain lease agreement between FCEN and CSX Transportation, Inc. dated 11/21/1986 and recorded in Orange County Florida OR BK 5098 P4983 (the "CSX Lease") for the benefit of Licensee and the general public but without establishing, claiming, or possessing any estate or interest therein (a "License"). OCOE-35-004 is included herein as reference only. WHEREAS, FCEN agrees to the removal of further portions of the TEPEE LEAD (the "Spur") as set forth below. WHEREAS, Licensee is willing to pay the reasonable costs, fees, and expenses of Licensee's for the removal of the Spur. NOW THEREFORE, in consideration of the mutual promises contained herein the parties agree as follows: I RAIL REMOVAL AND ROAD CROSSINGS. FCEN or FCEN contractors shall remove rail from the switch located approximately 215' North of Oakland Ave to Kissimmee Avenue and, with the exception of Oakland Ave., rail will remain in place at the road crossings (the "Road Crossings") until such time that FCEN and OCOEE can coordinate road improvements that include, but are not limited to, paving over rail or removing rail and improving roadway beneath. The area of rail to be removed and the area of rail to remain is shown on Exhibit "B" attached hereto and incorporated herein. Ocoee shall have the right to remove rail at Mcl",ey, Floral and W. Ohio Roads and either stage for removal by FCEN or Ocoee may dispose of same 451542.1 upon notification to FCEN. Ocoee shall have the right to remove rail ties upon notification to FCEN. 2. LICENSE GRANTED This Agreement for Spur Removal grants Licensee and the general public the right to cross over and through the License Area (the "License Area") which is defined as the railroad property where the above mentioned at grade crossings have been removed. 3. PROPERTY OWNERSHIP AND FUTURE RIGHTS Property beneath the rail will remain property of FCEN, subject to the terms of the CSX Lease. FCEN reserves the right to reconstruct the rail and structure at any time. Terms of Road Crossing Agreements of record and covering Crossing maintenance agreements shall remain valid upon the completion of the Spur removal, while leaving crossings in place, and Ocoee will assume all maintenance and liability of the crossing areas whether or not covered by previous agreement once rail has been removed. FCEN reserves the right to reinstall rail within the above -described right-of-way should any need arise in the future. In said event, the terms of this Agreement shall terminate. 4. SWITCH REMOVAL FCEN shall remove the switch, from the location defined above, and align the track structure to accommodate the switch removal. In addition, FCEN will see to the removal of the Cantilever System located at McKey St., identified as DOT #622141 C. SUBJECT TO MASTER LEASE AGREEMENT This Agreement shall be subject to the terms and conditions of the CSX Lease, a memorandum of which is recorded in the public records of Orange County at Official Records Book 5098, Pages 4983 and 4984. STATUS OF SUBCONTRACTORS For purposes of this Agreement, all references to Ocoee shall include the City of Ocoee, its contractors, subcontractors, agents, officers, employees, and others acting under its or their authority. 7. CROSSING'S COST AND EXPENSE The Road Crossings shall be maintained in good condition by Licensee at Licensee's sole cost and expense, in a manner and with such materials as are reasonably satisfactory to FCEN, as long as the Road Crossings remain in place as set forth in Paragraph 10 below. FCEN and Licensee shall coordinate a time to remove rail from the Road Crossings at a future date, but said removal shall not be more than nine (9) months from the Effective Date, with the exception of 622142J and 622143R. During the removal of rail from the Rail Crossings, Licensee shall be solely responsible for maintenance of traffic (MOT) and repair to any and all crossing surfaces and approaches. 451542.1 2 8. FEES Within thirty (30) days upon receipt of an invoice by FCEN, Licensee sly. FCEN the cost of the above referenced work estimated to be One hundreL six thousand three hundred and seventy-four dollars ($166,374.00). 9. TERM The term of this Agreement shall run fora period of one (1) year commencing on the Effective Date. Thereafter, this Agreement shall automatically renew for successive one-year periods unless or until it is terminated as provided below. In no event shall the term of this Agreement exceed the term of the CSX Lease. 10. TERMINATION If Licensee fails to keep or perform any such covenants, terms and/or conditions as contemplated within this Agreement, FCEN shall have the right to terminate this Agreement upon written notice to Licensee of such breach after providing Licensee thirty (30) days to cure such breach. The curing of such breach within the said time period shall negate the said notice of termination and the failure to cure within the said period shall be conclusive termination, whereupon Licensee will, at Licensee's expense, restore, under supervision of FCEN, the License Area to its original condition, if required by FCEN. 11. MAINTENANCE The Road Crossings and rail corridor, including the usual appurtenances such as approaches, roadway, curbs, pathways or sidewalks, travel lanes or utilities, gutters, shoulders, slopes, fills and cuts, shall be maintained by Licensee at the sole cost and expense of Licensee. Licensee shall be solely responsible for keeping all vegetation, cut to a height not to exceed one foot (P) above ground level, and free of parked or standing vehicles or debris. 12. CONTINUING OBLIGATION As long as this Agreement remains in effect, Licensee shall bear the expenses or maintenance as hereinabove set forth. 13. FJSK, LIABILITY, INDEMNITY Excluding the negligent and intentional acts of FCEN, its owners, affiliates, officers, shareholders, directors, employees, and agents, the Licensee shall defend, hold harmless and indemnify FCEN, its owners, affiliates, officers, directors, shareholders, employees, and agents from and against any and all liability, loss, claim, suit, damage, charge or expense (including reasonable attorney's fees) which any such party may suffer, sustain, incur, or in any other way be subjected to, on account of death or injury to any person and for loss of or damage or destruction to any property, arising out of or from, or in any way connected to or with, the use by any person, of any and all of the Road Crossings and License Area, and Improvements, but only to the extent as provided in Florida Statutes Section 768.28 451542.1 OCOE-35-004 14. THIRD PARTIES Neither this Agreement nor any provision hereof or herein shall operate or be construed as being for the benefit of any third person. 15. NOTICES All notices on the part of Licensee to FCEN shall be given in writing to the FLORIDA CENTRAL RAILROAD COMPANY, LLC., 3001 W. Orange Avenue, Apopka, FL 32703 All notices on the part of KEN to Licensee shall be given in writing to the Attn: City Manager, THE CITY OF OCOEE, FLORIDA, 150 N. Lakeshore Drive, Ocoee, FL 34761. All notices shall be sent in person, or via overnight courier, or email. 16. NO WARRANTIES This License is herein granted without any warranty, express or implied, and Licensee hereby agrees that no damages shall be recoverable from FCEN because of any dispossession of Licensee or because of any failure of, defect in, cancellation of, or termination of, FCEN's property interest in the License Area. 17. ASSIGNMENT No assignment of rights or privileges hereunder by Licensee shall be valid unless the written consent of FCEN is first obtained. 18. FUTURE PARTIES This License shall inure to the benefit of, and be binding upon, the Parties hereto and their respective, heirs, legal representatives, successors, and assigns. 19. REMEDIES The remedies under this Agreement are cumulative and shall not exclude any other remedies to which any party may be lawfully entitled. The failure or delay of any party to insist upon the strict or timely performance of a covenant hereunder or any obligation hereunder, shall not be a waiver of such party's right to demand strict compliance therewith in the future. 20. CAPTIONS All titles or captions are inserted for convenience only and they in no way shall be construed to define, limit, or describe the scope of this Agreement or any provision thereof. 21. SEVERABILITY If any clause or provision of this Agreement shall be deemed to be invalid or unenforceable under present or future laws, then, in that event it is the intention of the Parties that the remainder of this Agreement shall not be affected thereby. 451542.1 4 22. CHOICE OF LAW This instrument is being delivered and is intended to be performed in the state of Florida and shall be construed and enforced in accordance with the laws of that state. Any aggrieved party may proceed to enforce its rights in the appropriate action at law or in equity. Venue for all suits arising out of this instrument shall lie exclusively in the Courts of Orange County, Florida. By execution or adoption of this agreement, each party hereby submits itself to the inpersonam jurisdiction of the Courts of Orange County, Florida. 23. MODIFICATION All modifications or waivers to this License Agreement must be in writing and executed by both parties. 24. MERGER This Agreement represents the final, complete, and exclusive understanding of the Parties of the subject matter hereto. 25. LICENSEE'S AUTHORITY TO EXECUTE THIS AGREEMENT Licensee represents and warrants that it has taken all necessary actions required in order to enter into this License Agreement and cause it to be fully enforceable against Licensee, and that its agent below is authorized to execute this License Agreement. SIGNATURES TO FOLLOW 451542.1 OCOE-35-004 IN WITNESS WBEREOF, the parties have executed this Agreement as a seated instrument on the day, month and year first written above. K1 / Digitally signed by KKulvinen NuivinenDate: 202107,12 14.08:02 -"OV By: / Witnes Print 451542,1 6 Witness Print Name: Witness Print Name: IOR USE AND RELIANCE ONLY IC Y THE CITY OF OCOEE, ITLORIDA; APPROVED AS TO UORM AND LEGALITY this _ day of 2022. SHUFFIELD, LOWMAN & WILSON, P.A. IN City Attorney 451542.1 7 OCOE-35-004 CITY OF OCOEE, a Florida municipal corporation M RUSTY JOHNSON Mayor Date: Attest: Melanie Sibbitt, City Clerk Date: j.'!P'PROfTED B7 TAE OCOEE CITT COMMISSION AT A MEETING HELD ON 2022, UNDER AGENDA ITEM NO. EXHIBIT "A" INDEX OF ROADWAY PLANS W. OAKLAND AVENUE RECONSTRUCTION SHEET NO. DESCRIPTION KEY SHEET CITY OF f 1 2 to 3 SUMMARY OF PAY ITEMS 4 TYPICAL SECTION PENSACOIA ORANGE COUNTYf FL 5 to 6 SUMMARY OF DRAINAGE STRUCTURES 7 PROJECT LAYOUT 6 GENERAL NOTES CPH PROJECT No. 060 12 9 to 11 PLAN & PROFILE 12 to 14 DRAINAGE STRUCTURE DETAILS Mayor: Rusty Johnson 15 GENERALD 16 to 19 CROSS SEC 20 to 21 STORMWAT 22 STORMWAT S-1 SIGNING AN S-2 SIGNING AN TCP-1 TRAFFIC CC TCP-2 to TCP-5 TRAFFIC CC TCP-6 to TCP-6 TRAFFIC CC L-1 to L-5 LANDSCAPE U-1 to U-13 UTILITY PLA LIST OF REVISED INDEX REVISION NO. SHEET Ni ATTENTION IS DIRECTED TO THE FACT THAT THESE PUNS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA, GOVERNING STANDARDS & SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS FY 2019-20 AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED JULY 2019. APPUCABLE DESIGN STANDARDS MODIFICATIONS: For Design Standard. Modifl.ttons cII.k on "Deg. Stonderds of the tolloxing web .Ate: htkP:fwxw.dotatatetl.us/rddesfgnf ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LATEST AMERICANS WITH DISABILITIES ACT (A.DA) STANDARDS FOR ACCESSIBLE DESIGN.(2010 STANDARDS) --------- ------ N.T.S. LENGTH OF PROJECT W. OAK ND v. LINEAR FEET MILES ROADWAY LENGTH 1074,222 2034 BRIDGES N/A N/A NEr LENGTH OF PROJECT 1074.222 2034 EXCEPTIONS WA N/A GROSS LENGTH OF PROJECT 1074.= _.Dm llqwfiv�� DESCRIPTION 301 MAGUIRE ROAD OCOEE, FL 34761 PHONE: 407-905-3170 PRELIMINARY 90% DESIGN PLANS August 19, 2d19 ROADWAY PUNS ENGINEER OF RECORD: KURT R. LUMAN. JR- P.E. FL P.E. No. 6503E ME AUDEROALE I 0 ° © m AF 1l Servtc A&FF! ® wrw.eP�c rwflNr mxa. m . '- D°b nsx w aaa a Oaklnnd Ave. Cifij of Ocoee, Florida Summary of Pay Items sne«Nn 2 SUMMARY OF PAY ITEMS OAKLAND AVENUE ITEM NO. FDOT PAY ITEM N0. PAY ITEM DESCRIPTION UNIT QUANTITY PLAN FINAL 1 101 1 MOBILIZATION LS 1 2 102 1 MAINTENANCE OF TRAFFIC LS 1 3 104 10 3 SEDIMENT BARRIER LF 1344 4 104 18 INLET PROTECTION SYSTEM EA 26 5 110 1 1 CLEARING &GRUBBING AC 2.02 6 110 4 REMOVAL OF EXISTING CONCRETE SY 813 7 110 7 MAILBOX, RELOCATE EA 15 8 120 1 REGULAR EXCAVATION CY 1585 9 120 6 EMBANKMENT CY 2104 10 160 4 TYPE B STABALIZTION (LBR40) (12") SY 5556 11 285 701 OPTIONAL BASE GROUP 01 CRUSHED CONC. (4") SY 1143 12 285 709 OPTIONAL BASE GROUP 09 CRUSHED CONC. (10") SY 2988 13 334 1 13 SUPERPAVE ASPHALT CONC. TRAFFIC C, 1" TN 63 14 334 1 13 SUPERPAVE ASHPALT CONC. TRAFFIC C, 3.0" TN 493 15 425 1 201 INLETS, CURB, TYPE 9, P BOT <10' EA 10 16 425 1 203 INLETS, CURB, TYPE 9, J BOT, <10' EA 3 17 425 1 701 INLETS, VALLEY GUTTER, P BOTTOM <10' EA 5 18 425 1 703 INLETS, VALLEY GUTTER, J BOTTOM <10' EA 2 19 425 Z 61 MANHOLES, P-8, <10' EA 4 20 430 175 124 PIPE CULVERT, RCP, ROUND, 24" SlCD LF 914 21 430 175 136 PIPE CULVERT, RCP, ROUND, 36" SlCD LF 400 22 430 175 142 PIPE CULVERT, RCP, ROUND, 42"' SlCD LF 204 23 430 175 148 PIPE CULVERT, RCP, ROUND, 48" SlCD LF 292 24 430 175 248 PIPE CULVERT, RCP, OTHER - ELLIPTICAL/ARCH, 48" S/CD LF 55 25 430 982 641 MITERED END SECTION, RCP -ELLIPTICAL/ARCH, 48" CD EA 1 26 520 1 10 CURB AND GUTTER, TYPE F LF 1840 27 520 2 2 CONCRETE CURB, TYPE B LF 1858 28 520 2 4 CONCRETE CURB, TYPED LF 717 — _ _ _ _ — _ _ _EXIST. R/W SO' —— I I EXIST. R/W ( EXIST. R/W (39V3'Po39.9') (40 taR4O.Y) VARIES 9 8' 6.67' IT' 5.5''--112' 5.5' 11' 6.66' 8' r-VARIES @� A (t -1.5D F'- ROADWAT.Y � EXIST GRADE PROP. CONSOD(1:4 MAX) SOD (1:4 PROP. CONC. S/W PROP. TYPE "r C&G PROP. TYPE "i' C&G PROP. 12" TYPE 8 PROP. TYPE "8" CURB STABILIZATION (LBR 40) PROP. tY TYPE B PROP. TYPE "B" CURB STABILIZATION (LBR 40) PROP. ASPHALT TRAIL Typical Section - Oakland Ave. STA. 19+90.25 to STA. 30+64.47 EXIST. R/W -VARIES�w�,0, G EXIST L ROADWAY 6 VARIES 8' 8• ii' 55' PROP. TIE EGBACKP; 8IB8 51I1 RADE PROP. CONC..S/W PROP. TYPE "D" CURB PROP. DROP CURB PROP. tY TYPE 8 STABILIZATION (LBR 40) PROP. TYPE "B" CURB Typical Section - Parking Left Sta. 23+43.01 to Sta. 24+25.90 Sta. 27+70.09 to Sta. 26+32.06 Sta. 23+28.83 to Sta. 30+10.72 EXIST. R/W 1��, VARIES EXIST. (40•t'-40.71 ROADWAY I5.5) 11 6' 8' VARIES Ity I a (PRO ,4P )BACK 6LOPE EXIST. GRADE PROP. GONG. S/W PROP. TYPE "0' CURB PROP. DROP CURB PROP. 17' TYPE B STABILIZATION (LBR 40) PROP. TYPE "B" CURB Typical Section - Parking Right Sta. 23+53.45 to Sta. 25+11.45 Sta. 27+56.20 to Sta. 2S+42.61 Sta. 28+96.61 to Sta. 30+07.11 NEW CONSTRUCTION - TRAIL TYPE SP-9.5 ASPHALT CONCRETE (1") (TRAFFIC C) OPTIONAL BASE GROUP 01 (LIMEROCK, SHELL OR ASPHALTIC BASE (4")) TYPE B STABILIZATION (LBR 40) (12") NEW CONSTRUCTION - ROADWAY TYPE SP-9.5 ASPHALT CONCRETE (3") TRAFFIC C) OPTIONAL BASE GROUP 09 (10") TYPE B STABILIZATION (LBR 40) (12") M 0 r....W....,.....Wi ®®� City• Y+ n ii" ofOcoee, Q A!bll SBrvlcnG&B m e . �T—. W Mas got OakImtd Ave. City of Ocoee, Florida xr CPHInc. Summary of Drainage Structures SMet No. © SUMMARY OF DRAINAGE STRUCTURES STRUCTURE NUMBER ggSELINE CONST. OFFSET DESCRIPTION GRATE, OR TOP BARRELS PIPE SIZE DIRECTI ON INVERTS STORM DRAIN INLETS MANHOLES M.E.S REMARKS ROUND (RCP) CURB 24" 36" 4Y' TYPES TYPES VALLEY GUTTER VALLEY GUTTER TYPES ROUND P-BOTTOM<10' J•BOTTOM<1p' P-BOTTOM<70' J-BOTiOM<70' J-BOTTOM<10' 42" Lf LF LF EA EA EA EA EA EA P Sittl 27+02.06 23.9@'LT MANHOLE i1T.6T 4 42" N 109.75 27 i J- BOTTOM (60'X60") INDEX 425-D01, 425.6iD 36" S 109.T5' ei 36' E i09.75' 68 18" W 111.34' F P S11i 26+8p.69 50.69'LT CURB INLET TYPES it]A4' 1 18' E 112.64' 22 i INDEX-025-0Oi, 425-02t F P 5112 27+0215 50.69'LT CURB INLET TYPES 11].O6' 3 42" N 109.T3' 260 1 J-BOTTOM (60 INDEX 425-001, 425-024 42" S iDB.73' i6' W 112.60' F P S113 26+81.53 5615 ftT CURB INLET TYPES ii].82' i 18' E 112.95 20 i INDEX 425-001.425-024 f P 1114 509+29.49 49.30'RT CURB INLET TYPES 1i]]5' 3 36" N 111.0tl' 1 J-BOTTOM (/2"Xae") CONST.OVER EXIST. PIPE INDEX 425.ODt.425-021 CAST IN PLACE 18` S 112.92' t8' W 112,82' F P 5115 27+67.89 2350'RT VALLEY GUTTER INLET 11761' i 18' N 1091E 47 INDEX 425-001. CITY DETAIL F P Sti6 2]+8].99 2315'LT CURB INLET ttPE 9 111.51' 3 18" S t09.]9' i J-60TTOM (48'X48") INDEX 425.001, 42S-D24 36" E T09.T9' 80 36` W iD9,79' F P 1117 28M].69 23.25 RT CURB INLET TYPE 8 1113T t 18" N 108.91' 47 1 INDEX 425-0Oi, 42SA24 F P 111B 26K].84 23.50'LT VALLEY GUTTER INLET 1171T 3 18' S 109.84' 1 J-BOTTOM (48'X48� INDEX 425.Otli. CITY DETAIL 36` E 109.84' 90 36' W 109,84' F P Sii9 29+37.92 2350'RT VALLEY GUTTER INLET ii].ip' 1 18" N 109,9T 47 i INDEX 425-OOt. CRY DETAIL F P 5120 29+3T.92 23.50'LT VALLEY GUTTER INLET it700' 3 18" S iD9:9P (72"X144") IN 425-0Oi, CRY DETAIL 36' E iD9.90'J-BOTTOM 36" W 109.90' F P Si21 3+15.05 i6.T/'RT MANHOLE 113St' 2 42' S iD9ST 1 J-BOTTOM (60°X6D') INDEX 425-001, 425-010 CAST IN PLACE 42° W t09ST 50 f P St22 3+15.75 38.65 IT M.E.S. it33Y i 42" E 1091D i INDEX 430.021 F SHEET TOTAL 183 400 337 3 3 2 2 2 1 PROJEOT TOTAL 914 400 541 10 3 5 2 4 1 � y3A2. 3., S a IP GRAPHIC SCALE 100 0 SO 100 200 s s� " �'`� r g� : s "i s'��'�.� taruuat��`. • � �. s l��y �;n `s � ��s"� �.,�� (ia rcv > ti t w7 N 210. At� �•�'��"'°,�`. r '�, ,,; � a sir _. ��; Y ',r as jam., SITE BENCH MARKS '..�a '`t it `, 14 � � � „�r� � 4i�°'�� 5 NO. 1 — sra 25+D2e5. 16.36' RT k SURVEY (oaKUND) ELEV. 119.86 (NAND '88) K R z PK BENCHMARK NAIL &DISK LBI$ 7143 DESC. TOP OF NAL . NORTHING. mL FASTING: 480938.09 N.100 Now "., x., tt ,c's �'�ls`� as y „U 5� `;. ,. ,� " ,„., . ,�i', .... *?.. �fv 0. 2 — RT @SURVEY (DAKLAND) +� ,,��,,, �`� N STA. 30+99.36, 28.01' kT BENCHMARK' � a > 3 4, �l �,<. CY't i a ; . MIN. 117.31' (NAVR 88)(NGVD 29) ._ PK BENCHMARK NAIL & DISK LB# 7143 �:. 1� � °.."" t ." 1 •�' `"•,`�'� ,.. DESC. TOP OF NAIL NORTHING: 7540506.10 EASTINC: 481534.86 O x's\ NO. 3 — STA. 13+75.58, 16.12' RT It SURVEY (TAYLOR) AVE 4.� E tv 1 n d (NAw 'es) PK BENCHMARK NAIL & Dr.K LB #7143 DESC. TOP OF HAL NORTHING: 1540635.79 SfA710 FASTING: 4BDW.71 ,,s , �. as L _� d r ,•.^ r . `� z SURVq 00't0 — R SURLY 014t8ERLANC)) „ 1 �t ,. h Az .�„ ... 61 �t• �h ,�TM�v's ''"`(., sf�wt,� �� 6� .,. �*s�'� l �1�" �' s 1' .� �" .� � �) h T I � i "s r :y� ",• � �� : �, ss v� .�. �L � m�� s, ��.T�s§s``isi;; �i ALIGNMENT DATA u. f Lmvth ismbon start Pant End Point Stmt Station EM Station Y L100 1175.329 N89' 33' 41.19'E (490335.t356,1540528.4263) (481310.8303.i S40SS5.4240) 19+00.00 30+75.53 2,. sv L101 555.788 N89' 09' 08.7440 'E (a81510.8305.1540535.4240) (482086.3577.15543.6455) 30+75.53 36+31.32 L20 N. " 0 569.663 N�' 42' ll-2 .4445 (481127,1540532.4910) (461119.22721541202.1251) D+00.00 6+69,6 8 L300 260.000 N89' 59' 34.361Y (481133.5184,1540847.7216) (480895.3783.1540847.7340) 103+00.00 107+60.tl0 pp � g Q \ � 4L �if UyFE '". k 0 Vie" 'y am.on K�. •.e AP 1ry15erv/ A&EN,- /t �2 a aA + `w.rtta mm sne�� No. 1 4 rr0r CPH i m. e" Project Layout City of Ocoee, Florida r„ GENERALNOTES 1. THE BENCH MARK DATUM USED FOR THE PLANS IS N.A.V.D. 1988 (NAVD 88). 2. ALL GRADES ARE FINISHED GRADES. 3. ALL STATIONING AND OFFSETS ARE FROM, AND PERPENDICULAR OR RADIAL TO THE BASELINE OF SURVEY OF OAKLAND AVE, THE BASELINE OF CONSTRUCTION FOR CUMBERLAND AVENUE, OR THE BASELINE OF CONSTRUCTION OF TAYLOR STREET. 4. FOR STABILIZING AT INTERSECTIONS, TURNOUTS AND GRADED CONNECTIONS, SEE F.D.O.T. STANDARD PLAN INDEX NO.000-515. 5. ALL GRASSED AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE SODDED, "IN KIND" UNLESS OTHERWISE MENTIONED IN THE PLANS. RE -SODDING SHALL BEA MINIMUM OF 30"WIDE FOR THE LENGTH OF THE DISTURBED AREA. ALL TREES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED. 6. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE CONSTRUCTION AREAS AND BACKFILLED WITH SUITABLE MATERIALS. 7. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE PRE -CONSTRUCTION CONDITION. B. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION SHALL BE TAKEN DOWN AND RESET IN ACCORDANCE WITH U.S. POSTAL SERVICE REQUIREMENTS. 9. EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED. 10. ANY DRAINAGE PROBLEMS EXISTING BEFORE CONSTRUCTION COMMENCES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY OF OCOEE AND PROJECT ENGINEER. 11. THE EROSION CONTROL MEASURES PER "STATE OF FLORIDA EROSION AND SEDIMENT CONTROL MANUAL" ARE THE MINIMUM REQUIRED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE CITY AUTHORIZED REPRESENTATIVE AND THE REGULATORY AGENCIES. 12. CAUTION SHALL BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT UNNECESSARY DAMAGE TO SIGNS, IF SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE CITY OF OCOEE, SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE 13. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN ADEQUATE TRAFFIC CONTROLAND PROVIDE ACCESS FOR LOCAL RESIDENTS TO THEIR HOMES OR BUSINESSES DURING CONSTRUCTION. DURING CONSTRUCTION, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE F.D.O.T. STANDARD PLANS INDEXES 102-600 SERIES (LATEST EDITION) 14. ANY NAVD 88 (OR NATIONAL VERTICAL GEODETIC DATUM (NGVD29) MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONSTRUCTION MANAGER SHALL NOTIFY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF SURVEY AND MAPPING, 3900 COMMONWEALTH BOULEVARD, M.S. 100, TALLAHASSEE, FLORIDA 32399. TELEPHONE(850) 245-2555. 15, ANY PUBLIC LAND CORNER, GPS, F.D.O.T., ORANGE COUNTY. OR CITY MONUMENT VNTHIN THE LIMITS OF CONSTRUCTION IS TO BE. PROTECTED. IF A CORNER OR MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR'S CONSTRUCTION MANAGER SHALL NOTIFY THE CITY OF OCOEE PUBLIC WORKS DIVISION WITHOUT DELAY BY TELEPHONE. 16. ALL SURVEY CORNERS INDICATED ON THE PLANS SHALL BE REFERENCED AND CERTIFIED BY A STATE OF FLORIDA REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL CORNERS DESTROYED OR OBLITERATED BY CONSTRUCTION SHALL BE RESET AND SO CERTIFIED BY THE LAND SURVEYOR PRIOR TO COMPLETION OF THE PROJECT. 17. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND OWNERS OF SAID UTILITIES NOTIFIED PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CALL BEFORE DIGGING SUNSHINE STATE ONE CALL OF FLORIDA AT (800) 432-4770 AS REQUIRED BY CHAPTER 556 OF THE FLORIDA STATUTES 18. ALL STAKING OF PROPOSED CONSTRUCTION TO ALLOW FOR PROPER INSTALLATION I RELOCATION OF UTILITY FACILITIES, SHALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH THE IMPACTED UTILITIES AND STAKE THE ITEMS REQUESTED. THE STAKING SHALL BE SEPARATE AND IN ADDITION TO THE NORMAL STAKING FOR THE PROJECT. THE COST OF THIS STAKING SHALL BE INCIDENTAL TO AND INCLUDED IN THE COST OF THE PROJECT. 19. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE -CONSTRUCTION VIDEO (OVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS. 20, CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER REMOVAL (TRASH, TREE LIMBS, BRUSH PILES, AND OTHER MAN MADE DEBRIS) ALONG ENTIRE RIGHT-OF-WAY, TO PROVIDE A LITTER FREE CORRIDOR AT COMPLETION OF CONSTRUCTION. 21. THE MAXIMUM ALLOWABLE LONGITUDINAL GRADE ON THE SIDEWALK IS FIVE PERCENT (5%). THE MAXIMUM ALLOWABLE CROSS -SLOPE ON THE SIDEWALK IS TWO PERCENT (2%). ALL GRADES AND CROSS SLOPES SHALL COMPLY WITH THE LATEST AMERICANS WITH DISABILITIES ACT (A.DA.) STANDARDS FOR ACCESSIBLE DESIGN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY IN THE CASE THAT A.D.A. REQUIREMENTS MAY NOT BE MET, AS DESIGNED, SO THAT CORRECTIVE ACTION MAY BE PROVIDED PRIOR TO CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS COST AND WORK RESPONSIBILITY TO PROTECT THE PAVEMENT SURFACE AND REPAIR ALL SURFACE IRREGULARITIES. NO EDGE PATCHES,POTHOLE AND GOUGE PATCHES OR PARTIAL SURFACE WIDTH PATCHES SHALL BE PERMITTED IN THE FINISHED ASPHALT OR CONCRETE SURFACE OF THE PATH AND ITS AMENITIES, OR ADJACENT ROADWAY. ALL PATCHING OF THE FINISHED SURFACE SHALL BE FULL WIDTH OF THE SURFACE BEING REPAIRED AND EXTEND ATA MINIMUM OF ONE FOOT ITT IN LENGTH BEYOND THE IRREGULARITY EDGES. THE COST FOR ALL WORK AND MATERIALS NECESSARY TO REPAIR THE ROADWAY SURFACE TO ITS REQUIRED SURFACE PROFILE SHALL BE INCIDENTAL TO THE OTHER CONTRACT PAY ITEM BID COSTS WITH NO ADDITIONAL CHARGE TO THE CITY. 23. CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE A MINIMUM OF ONE (1) WEEK IN ADVANCE OF COMMENCING ANY CONSTRUCTION ACTIVITIES. UPON COMPLETION OF THE CONSTRUCTION, THE CITY OF OCOEE SHALL BE NOTIFIED FOR FINAL INSPECTION. 24. EXISTING IRRIGATION ONES/SYSTEMS IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE ADJUSTED AS NECESSARY TO RELOCATE OUTSIDE OF THE PROPOSED SIDEWALK, COST OF WHICH SHALL BE INCIDENTAL TO THE PAYMENT OF ASSOCIATED PAVING. 25, ALL EXISTING VALVES, PULL BOXES, & MANHOLE TOPS SHALL BE ADJUSTED TO MATCH PROPOSED GRADE. 26. UTILITIES TO BE ADJUSTED BY UTILITY OWNERS. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES WHEN ADJUSTMENTS ARE REQUIRED. EXIST. POWER POLES TO BE REMOVED AND ASSOCIATED LINES TO BE MOVED UNDERGROUND. UTILITY OWNERS: TELEPHONE ELECTRIC AT&T/DISTRIBUTION DUKE ENERGY PH: 561.997-0240 PH: 727-893.9394 ATTN: DINO FARRUGGIO ATTN: MEGAN VONSTETINA INTERNETICABLEITVIPHONEIEIBER NATURAL GAS LINES CHAPTER COMMUNICATIONS LAKE APOPKA NATURAL GAS DISTRICT PH: 407532-8509 1320 WINTER GARDEN-VINELAND RD. ALT: 407-445-5506 WINTER GARDEN, FL ATTN: MARVIN USRY JR PH: 407.656-2734 ATTN: ANTONIO GIBSON FIBER OPTIC LEVEL 3 COMMUNICATIONS TRAFFIC SIGNALS & FIBER PH: 877-366-8344 X2 ORANGE COUNTY PUBLIC WORKS ATTN: NETWORK RELATIONS PH: 407-836.7804 ATTN: ROGER SMITH MCI PH: 469-8864238 ATTN: DEAN BOYERS CENTURYLINK WINTER GARDEN PH: 407-814-5293 ATTN: TY LESLIE SIGNING &. PAVEMENT MARKING GENERAL NOTES 1. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE PLACED IN. ACCORDANCE WITH THE F.H.WA_ "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", THE F.H.W.A. "MANUAL ON STANDARD HIGHWAY SIGNS%AND THE F.D.O.T. "STANDARD PLANS", LATEST EDITION. 2. ALL SIGNS TO BE REMOVED ARE THE PROPERTY OF THE CITY OF OCOEE. 3. ALL SIGNS INCLUDING STOP SIGNS ON SIDE STREETS SHALL BE UNOBSTRUCTED. 4. DUE TO DESTRUCTION AND TRACKING BY CONSTRUCTION VEHICLES, ADDITIONAL PAVEMENT MARKINGS AT THE BEGINNING AND END OF PROJECT MAY BE REQUIRED AS DETERMINED BY THE CITY. S. ALL PROPOSED STRIPING SHALL BE THERMOPLASTIC, 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS. IF SIGNS ARE DAMAGED BY THE CONTRACTOR, THE SIGNS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ®� immm®g=ILL i Ocoee aprmm IN,©� -- - �', Florida Ekl4T. R/w \ j BLE 1 STATION / OfFSET I .\ \ rw-" Ps.' y \ \ \\ '((\\ �\ '-•...h ,�.5 �,n, \ \ \ .� MATCH UNE FOR CONTINUATION \ \ y 5+7 =°� :•=°_°_° WARNING SURFACE - 6 CONIC. DRIVEWAY i FDOT INDEX 000-515 P E' TO SURVEY CURB RAMP & DRIVEWAY REFERENCE PDIM +49.9 30.SOglT GRAPHIC SCALE PROP. TYPE D CURB 20 0 11 D 20 40 PROP. DROP CURB __ N C v SEE SHEEP 12 i "]t`\ t \` �' +86.45 1 '+ I 1 BRICK PAYERSEM IXISf. STORM I REMOVAL I �> EXIST. CONC WALL CTO REMAIN) !PROP. \ r'0a \. \ CULVERT 1 TYPE FEN F C&G d� \ y +OD.62°I�. r� CON5T 204'IF' •48.71 lT PROP. 4' THICK COLIC. 5 +3 �,. /W y { t ,`"'«. w an,f 40.79 LT SrT \\: 1 '0 'C +74,74 y,,,m«rsriTO BE RESET R11. ; "' OF 42 FttiGPt ,.^1 . +03.98 f CONSi. 174 tF' (t i CONST�471 LF +03.9 LT k 1 F 2 R P OF 24' RCP ExIST ddfA' Y r1�//j ./J +59.68 %� 1 40.80 lT' I t , C • 0 .O. °�.68 laTl , ; +77.65 i� PROP. 4'THICK CONIC. S/W ,±,,�� +21.95 �'I'-' "\`T ,r ,' ! 1`r>f,%�rfi"?"! ,//'•%i t +38.9A,�4rc. ,,•'„;' 40.77 $D.T! lT �C; Ii40.6 1 LT .•a. 3050w'LT.•,m I;';`,n. f {t r 9. i 2250 LT 3 t7) I ' L T 6'd T C' �� _ nr y`.T' 39 1 a I I~ / - PROP. TYPE F C&G t-to ,/ T +05. 18 .,� ti ;1',.r,� :+a'�; 7 �'- _ ^ 2�;47 +47 tYi `y -1 t +88,9 r� `""° "'" / NST, 47 LF +6d,90-- 1 ;+i7 6$;wi vw• .pl COiJST. 4__T��F - - - _ _ yg,9p.., - ' 46:40" `. 32.50 L -I- m a, i,[1 N 22:50 T 24.50 L P PCL LT 24`JRCP ' FOR TL.TRAIL AND JAEOV+N 1 22.50.1 . RQPs OF J - 19 DETAILS SEE SHEET 77 \ \� 0 4 . ;,, W f�t1lrCXa#d,A'LSC } i m' 8 L14 �7N89'33•bi"E 2 S022T Z 1 -1 1225° l 2230-ytT- oF"'22"RCP PROP`.PCI LT .�' ,50 LT _ .._ ° _��-` T .i --.0 Tjj ^�' nQ (n _% !, +,°� ", .. .. 1s" _�-....».«.�M .SURVEY ...\ t ., ffi\«: k . , . ... .^^^ sip ..,' ' '. ,. .:. .. .... _ ,., PROOP �L. Ri ___.�,_..�_�- G'_'-----ne+.. _-t-T W OaklanTf Ave. 4 7.78"T "' - - - 53.38 - y \ - _ - - _, f a' ^ -"' -� Sl(itVEY f 22.50 RT 2230 �,k, ly-\ \< \ ROP. TYPE F C&C ,,. to RT 22.50 .m m h\ \ �Vl \ \ JV`Z �40.64h RL , �. _..._. - _1%<`%`%r%%.+i�.(.',..t'h . ._ . _. .. _.... -. -7-'_ _ _� �. 5T, R/W .� 1rl i.75 ' * 39.t7 RT,.' 2258 +05. 2 N.82 r 39.N i �� y , PROP TYPE D CUT / FENCE' BEGIN PROJECT �% `\ t o ` \ N i PROP. 4" THICK CONIC, S/W Z25° RL +f0.72 / l +26.42 ae RT,a�,''' IIZT „«. ! +14.32 17.82 40.66 R PROP. 4" THICK PROP.""FVPE F CMG CONC.\S/W «„„ i .,crEkiST:-Y1000 l/ i('•%. 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GRADE d PGL LT� > -T J w 115 n w w a� ° m 115 ..* .. 90.00,.:VC OF 24` RCP .. .._. ....,. ..........CONST. 114°1 ,. .... ..... _ .__ .._ yCONSL-9R' OF 18"'RCP CONSt. 204' OF 42' RCP tc t ._.. .... _. . 80' OF 24' RCP °,� 4G 110 _ 110 108 1108 ^�:.66 c6 co w':m d N_ rn - 6m,oW - ®m F.m� m m of w'.m 19+00 20+00 21+00 22+00 23+00 24+00 25+00 oaa aw,.m" a �,• 0 o dFl/Sarv/ dBEFirm wry.Flu' www.cPn�am•com r..u..�.mm��.�. r.d rtrero�.mn•x tl+ .nw. w aw rvd M� , S l N'mEo KR omrs zoo Oardand Ave. City of Ocoee, Florida CPH i ,n,,,;;,.n...ns,., ,.,,�.n,,u...w..uax Pima and Profile Sta. 20+00 to Sta. 25+00 Snm(n'o, «„«.«.�w,,,,,R•..c ytiot 51AION / OFFSET - a I PROP. 2' DETECTABLE I8 I� RSURVEY (CUMBERLALVD) WARNING SURFACE �� TO Q SURVEY GRAPHIC SCALE MATCH LINE FOR CONTINUATION - SEE SHEET 13 Y,I I V ', tI CURB RAMP & DRIVEWAY 2D 0 /0 6' CONC. DRIVEWAY PER +8153 f k C°NST' 22 LF FOOT INDEX 000-515 �� REFERENCE POINT N I I OF 24" RCP 5227 LT I +77.33 i C 1 I PROP. TYPE f EXIST. STORM EXIST. R/W tl-E�'R':"" ""' , F„✓` I CONM 90 LF OF 24" RCP ,� l I BRICK PAVERS REMOVE 57.99 LT I FLARED END SECTION CULVERT REMOVAL ~`I Jdl e p IXIST.S/W MATCH +01.38 1 ' 1 52.18 ELT CONST. 68 LF 1.a,+° H46.48 ffiEx , CONST. 122 LF OF 24" RCP """` EXIST. S/W I I U ( ;..f - S EXIST. +73.33 L `1 it DONST. 27 LF n . 8 OF 36" RCP 39.i7 LT MATC� PROP. TYPED CURB CONC. WALL 58.03 LT '1 t z FBI OF 48" RCP - "„i-,,,," OF 10 IF DRCURBE OOP' RCPG 1 d„�CONST. 47 LF'G RCP (TOPROP. 4'iTHICK GONC. S/W 46.68s LT-4zE,®�^�OF 24' RCPBRQFTLPE +3�7y7) FIC"' I LL•+31,38 PROP. 4' THICK CONC. S/W10• 3D�CONT;; { +7703 .I.25p3 "a +4-50LT+35.80O ,30 LT 3080 0.T 50 T •P p, '� /_ \ d i r 'c _ -k J +0°.BO SR3p '�� • �• -'_ � . i- : ....�� ,+ � - _ GONSF. 80-LE au _ _ c 0�1` - - •.`CO tnn',� +1 53 ' + / ,. _ _ V 1t +26-83 --PRbP. TYPE7F-t& 1 CONST-Ck7i-LE _ ti.. . -47-1.F- •f-t0:,i2 DETAILS 5FP SH CV axr- _'-2yy50 "7S' L .,� PROP. ,.,,xn 53 ORO�% CURB, , w„a, 22.50:-LP I- 1` �< '�'-:€� 2 50 lT� ,dF 24" R DP PROP.°IJftOp'��i 2230 LT �l• OF 2 RCP a't W cn .,� PROP PGL LT PROP. PCL '-'- LTN89'09°6 ST. 47 LF OF 24" RCP ., r'" t E DROP CURB u W OaklanTAve. I ,:R p - -:➢',.,g - ` PROP. DROP CURB Z i� "`x-WT1.45 +55_79 _.:.'RL ➢F ='_. _. 8. . 0.. 4,'.s'z'=' -_ 22:50 .�.,,, tv, 22.30 T.T 225 11iC- -t- 22:56 RTI 5uJ I T ..v-__--,- _: ":c22. RR f r ® rn- =Yw �+5.4.32 ` .., �. ,fc �.• ,»,'caJ r� :?M ..= ¢� ,�, s,y �.'`^ � ➢ .' p i r i' A4.33— +56.20 .. +3533" 30.50 RT 1 jjJj}� �, II 81' S0- Ri 22-50 R7 30, 0, _ 37.t7 RT 81 .0 REMO'�E EXIST. S/W ,, ,,w,.-, 3050 RT... ExIS'. Rj t4 1 70.45 �T '-1 �°�-'-_ ' ' � n 9 1 V- _ PROP. TYPE F C&G d f I� PROP. TYPE D CURBS ff i/.•.,°s a*..✓� i i f +8232 !➢1' t r. PROP. 4' THICK CONC. S /�i I 3AATCH SI' C&G' g� , , ,r/T�/�% /„' 1 p re REMOVE FXIST. 5/W i ftEMOVL S t PROP. 223+75. `PROP. ' C. P 1 ? w,i% e �°�•- TYPE D CURB MATCH EXIST..S/W , " +42.90 61,87 RT, szQzzR STATION EQUATION PROP. 4" THICK 2450 RT MATCH IXIST.c,..Sf4! ® D '.SURVEY (OAKLAND) CONG S/W °" � ;, a 9 DRCURB E STA. 26+92.33 SURVEY OAKLANQ - END PROJECT END a 7' E ® STA, 100+00.00 - 4 SURVEY CUMBERLAND) CONSTRUCTION +Bo.86 - Q 0 +07-97 k SURVEY - STA. 30+64.47 m 1 m ° ' 61.69 Ri U 61.79 RT C I 2 _ y OF 24?DROP ® RI BONICURBONC. EXIST. BRICK PAVERS TO ® "XISi. RfW i� 2gi Y, BE RESET TO PROP. GRADE 20 N^ 120 PROP. GRADE O PGL RT -_. ... 00% PROP. GRADE ® P L RT d e EXIST. GRADES _...... +0.300R -___ ______ _ PROP, GRACE a PGL LT 11 __ _... _. EXIST.',. GRADE. 15 PROP. GRADE 6 PC LT. 115, CONST, 20' OF 18' RCP CONST. 22' OF le RCP .. t' n m n o +.- _. ._ ...... .e•-� _ 11 _ .. _._ _ .'ham __. CONSr 90' OF 18' RCP ..... _. CUlSi:_922' OF 18' RCP � 11 n _. ...... CONS6 68' OF 38' RCP CONSF. OF 36' RCP CONST. 96' OF RCPLi 10 110 108 L 108 mm ro,,ro1.9'6 ^ ^ ^ ^ r6 ^ ^ ^ ^ r r'.� IZ 1Z 1:r 14 1z^'n ^ t''^ n $r,''n ^ ^ ^ ^ ^ ^ 'C ^ ^ ^ ^ 25+00 25+00 27+00 28+00 29+00 30+00 31+00 A Fntl ServlceA8 EF7 P��r„, °o w. Oakland Ave. "" cPH: Inc. PlananYiProifile SMet Ho. �w tnn nw�vnnpa.m+iMntt uy°rtxHnn . ptn City of Ocoee, Florida Sta. 25+00 to Sta. 31+00 7� PROP. 2• DETECTABLE t STATIO + N / OFFSET \ ,\,\ \ l'y'-' C.\\e • _ _ _ ^ • WARNING SURFACE t TO FL SURVEY FOR SURVEY (OAKLAND) GRAPHIC SCALE CURB RAMP &l ORfJEWAY DETPLS SEE SHEET 9 20 0 �10 20 � MATCH LINE FOR CONTINUATION I EXIST. STORM `..�"9X" REFERENCE POINT SEE SHEET 12 t CULVERT REMOVAL �� _ N STAID" / OFFSET i (M resr TOR SURVEY i I EX14T. NW tir v ExISTI/t 14 ✓l !/l/i�rt%fib' �,v� / „wc q i I �t� 1: v yy' VA i+•, `' +4754 '`�„ "`� 1 r �-- J CI o,®u Icy +3s4 /w„''� •.v > 'u ,V ..�31,0o LT I } i:' F i PROP. 12' MuLT-USE TRNL I - i O PRQP 12' MULTI USE TRWC 2S2 -R7 a ' +oo.Y 2sa1' +aoaa +as41 �o n '" +ia. z6o _ ;.N 71.66 LT - +93.422 IGtai v�821 +07.21 +12.b6'e', \ , \ \ �^- • ff 00 - 61-0 1LI RT 8.0.'4 Ri 6 10 ..HT 6 00 RT 11.5,0 LT 0 00 ' 6100 RT 3.42 xrRi a H8 R7 4.20 RT 17.62 RT w \ 19 D e. V F-- — — vs N� Oak an r Z I � A ""i§�\ + .84 .+FOOAO ,. -� +49.11 +OO..ta . - +11 48 •t82S2) a a. / ( +26.81 - _ -or- - 1 W. to . ^ .s95.93m- - +Ob.TS - � H2687 +4B.1S,•� J g`!F 6.00 `Ri y b.W RT J 6.OD RT 6.OD RT `94 ,gin 'p 0 i 6 00 6`QO --' 6 00 RT 4M., \ ;, / 6 00 RT 8.00 Ri J --__ „__ 6.00 RT g SURVEY toAxtuaD}_�--- � �ti^�. \ � r �-,�.�.�.., ,rW„,� „�� ,�.,,.,,.�,,. J ��. �^'j I �— ~ 2.ai '� v ,Do RT �.' ,. TF. TRAIL PROP. TYPE 0 CURBS ,+96.87 «. , , ' PROP. TYPE B Culja t TRAIL-�"'-'i Q __. _ _ ._.'/%T✓7'%t✓T..Ci.�7.? ,rT.�,r- �j \ `�°'' \ ` ,_ ._ .-s 00�.. l 6 Do_xr_ E +43.44 ILA / u,17 / ,' /+68.}9 +7324 t ! SURVEY (OAKLAND) jI, t,? p. CXIST. RV! BEGIN PROJECT 6.0o Rri 'EGIN BEGIN PROJECT T `x�`,�,"' 4, I� �i•.1\ �� a>1;;' r/ r 1 I i 1l %!�%%%/i/ i f SURVEY STA. 19+90.25 R/wm 'ESURVEYr (CUMBERIAND) PROP. 2• DETECTABLE STATION / OFFSET II d. WARNING SURFACE MATCH UNE FOR CONTINUATION - SEE SHEET 13 4 1 j 4? 1 j TO 4' SURVEY FOR kSURVEY (OAKLAND) s 4 .i sP C CURB RAMP & DRIVEWAY DETAILS SEE SHEET 1 IXL47. STORM 0 l p 9' li xzsl xx REFERENCE POINT N 1 , CULVERT REMOVAL Y 1111T. ft/ w`� 1 �* j S ' yam- STATION / OFFSET >v '• i i U ' n'< �iaaoc xzu.00, SURVEY 41 I I rn �,,, +ez.1a k I. � �J ! 8".�.4im,M��.b.➢ t t r / ( � .,, �..«,,.� _. .� I , 100 LT I lA0 LT B.DO IRt c. r rI;7'./P. ROP 12 MULTI USE TEiAiI 7 l ! y�-" �,,,. 7 P SUFEVEY�(OAKLAND} i S. 427� fir' r U]oi i� wu+48 488.81 - - -.._ - _Qqr.,•.._E4.00UT 1 ,.. ... +- 0 _ meE- 4 T. -t Q -1 �--- , — k, . -,w .... :..\ -;at' I "c'1 ' ' ' 8 � j�1---=--n— �,— D 1 'SauDo RT 1 t \ m..e L-I 9 N .NATION EQ_U_ATION --�-- na,. 26+92.313, — Q VEY OAKLAND it ./i�r i Pri1l//� f ///✓. a STA 100+OO.Ou--,- f,- VEY CUMBERLAND) 2 Z END PROJECT END CONSTRUCTION ` ri _4, 6 SURVEY — STA. 30+64.47 n tR 0 AF if Sm IeoABEFf lli,n M �'°M1 °y' �Ia: as Nai CPN. Int S.. Ni, OahIand Ave. Plan CZ Trail 1'Z �w City of Ocoee, Florida eOM1eoR•� rreN:./rn,wymnne.. y ti �'F C90tt t,?Jd Zt<)131T ANI MS:. .: i-7; GiUPHI ascnLE d` L9 Ctt i�08 E 9U— 31- d0l, 40 d o o_ 40 J i �, �f"'fi/ BEGIN PROJECT a! 710193T-u _ tl1 ..5i5 D•�l ,. 2p --iq, _ _D a+Va oao '6 BEGIN CONSTRUCTION r'1-LSURJJEY (OAKAND) r ! S�IRVEY -STAB 1 f_to 77rd J i . _ _ - - I�— �r �S �utiL oo sd MATCH LINE FOR CONTINLWTiON � d SEE SH61 EET 9 i f "�,�' St. <l f A 3 N012b'2&-� \ i' �CONST. TAYLOR / j �CONSt. TAYLOR ✓� M 612 — — — — —.--- rp'�r 7®.�, — f� Y J d s .l. 6y- $-99 ` i �. NSL 204 LF 42' RCP �, S-93tIM— {{ — =— ___-18'F — ,..- ,._ — _ FYrWY-- _ — _ — _ — —",1g-18 � _------------_-- — _ — i — — — WM _ I — ❑— — — — — n— — no— /i yy /,) -._•_- a�v� r r��. "�, "' It �,t / %� '_.� �-;{— —...�� _ x.�—._...- ,� v—-_ .. —�.a ��c� /'� �Ezisr- - �'. �% _ _ _ —=" j�/ CI?]p XOINB ., 'ter �V•� y / p -"/ / ' '�/ .% /i / ✓. 'CSU �- �— < /\ 1-EkiST.�F I, Q% W(03N33`JCSn ,,A '� j f �`.;SlTditaEiiC r / �' ' '`f �, �� / p4 - 135!!0 - % 1 jTC .^-� INIFT\V 70 j L£roRFl /rt PRQTECTION/Fl FLOCCULINf `h f 1 ,e.+fit - NOILYl f } SILT FENCE. TYP. TUBE PER FDOT SPEC. 04. ('fYP.) i 5-(909„92)A313 \NI ME 1 t / �,', GL'S630hS1 'l fKj -:y -L ISE, OhVNJ trg IL - n31 ' \ £t tL?f Bl „YVB, HiNt l , Nd dD dCl t' S3'Qlt9(N08 „9tX.3£)R313 I,NI MS £5 9tt�n313 d0l ICJ � £#?i IiW HOMES 311s 120 120 FEXIST, GRADE 118 EXIST. CRAOEI 118 1 1 6 114 _ 114 1 1 2 _.... CONST. 204' OF 4r PIPE 1 1 2 110 110 FL ilo.eo S-99 FL.110.50 S-98 108 108 106 1106 105 105 _ r1 n'r 610+00 611+00 612+00 513+00 A FUI/SOMeeAB PF! t m�•� n� u .s 0. Oaklmzd Ave. "" P . I.... ., Drainage Structure DetaiZs Sheet No. 12 ;" W ah° City of Ocoee, Florida o . - _ t GRAPHIC SCALE y I! �p 20 0 10 20 40 POWER POLE TO 7O BE RELOCATED � Wy' ��a� y 'i Yi n* I ti ) i � 6" / 4 F4�� MATCH LINE FOR CONTINUATION —SEE SHEEP 13 SURVEY (CUMBERLAND) EXIST. CONC. S/W TO BE REMOVED REQUIRED AND REPIACE AS COPST. 55 LF OF 38-X60- ERCP X N i +74.227 SILT FENCE. TYP. CONST. 285 LF 22.05 LT II ` iV ^ CONST. POND OF 4E; 9CP / I 1 K' 6 O6 L C �a PLAN VIEW +59.23 PROPOSED +76.71 -1"1 21.01 RT RE(ENTION POLLUTION CONTROL SKIMMER 228.96 lT +7523 POND - 79.93 RT +47.45 FIXI tt +seaRT s -4,11k 'ZZ "11j,)-,�I ! 7.69 Ri 4D ^ 36.80, ll- "'rA',°� :rr^"`Ch>ai.iiV't'. n•sr.a i. �� ``.,-�'�I 114 .�(I f1lI J-, •35.971iT RT +33.62.1N .,.(gig ( ., cwcxert'00°./wwu. wuvr.cnn roesx �� ✓. ! I /��`�, 0 t z3.57 r:r ;@A�' ' �°`"wW�wr,�° E` �a SECTION�B-B� naxaw�xc ro ec ss ,rrc a,s / --I 70' CONIC. OVERFLOW N.rs. GII RIPw P STRUCTURE SECTION A -A S E f c � 1 1 % , N.T.S. B _ STA. 103+15.28 — R SURVEY (CUMBERLAND)= STA. 105+30.00 — rL CONST. POND +67.53 CONCRETE OVERFLOW STRUCTURE ''I i LT STATION/OFFSET N.T.S. L TO i CONS?. POND ` LT +7 .7 >acix STATION / OFFSET �\/®` 17.628LT TO 1 SURVEY (CUMBERLAND) _... - _... PROPERTY LINE 115 1 1 5 MATCH EXIST EL 113.0 TOP BERM 113.0 113 - 9,579 SF EXIST. GRADE 112-71609 SF EL 111.0 vy 111 .6,572 SF 140 SF N� WEIR EL 112.0 �y 1. 109-3,105 SF PROPOSED _ _._ POND SOT 9.0 l/ RETENTION POND EL 7.0 110 CQNST. 55' Of 42. RCP 110 PROP. GRADE RETENTION POND SECTION N.T.S. 105 105 CUMBERLAND AVENUE POND EARTHWORK: REGULAR EXCAVATION = 1156 C.Y. 1 g5+00 106+00 107+00 107+60 A Full Sarv(ced&F rin9 rn: CPH. Inc. Sheet No: 0 OaklaudAve. a „, ,, w,r/,• o�P w a o ',*"�»u.�., Drainage Structure Details CifrjofOcoee,Florida 1¢ �,.,.�oAw,,,,,,,.�.... TRkkSYEFSE SEMN TRAN9MRSE n2E---mLE-1 VALLEY CUTTER INLET (TYPE 1) VALLEY GUTTER INLET (TYPE 2) M OMMMMIS OaklandAve. General Detail Sheet City of Ocoee, Florida my . �m ---- ------ TOTAL �mImlmm WA m m� m V3 mmm A v A v _ 1 74 11 146 11 83 21 159 12 88 24 145 56 450 Oakland Ave. City of Ocoee, Florida TOTAL Oakland Cross Sections THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN (LATEST EDITION) CONTAINS REFERENCES TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE FDOT DESIGN STANDARDS (LATEST EDITION), AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THE NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY FDOT EROSION AND SEDIMENT CONTROL MANUAL, FDOT SPECIFICATION SECTION 104, AND REPORTS OF INSPECTION MADE DURING CONSTRUCTION. 1. SITE DESCRIPTION THIS PROJECT IS LOCATED IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, AT SECTION 17 - TOWNSHIP 22 SOUTH - RANGE 28 EAST. THE PROJECT INCLUDES THE LENGTH OF OAKLAND AVE. BETWEEN THE INTERSECTIONS OF BLUFORD AVE. AND TAYLOR ST., FOR A TOTAL PROJECT LENGTH OF 0.2034 MILES. THE PROJECT BEGINS ON THE WESTERN CURB RETURNS OF THE INTERSECTION OF BLUFORD AVE. AND OAKLAND AVENUE AND EXTENDS TO THE EASTERN CURB RETURNS OF THE INTERSECTION OF TAYLOR ST. AND OAKLAND AVENUE, CPH, INC. HAS PREPARED CONSTRUCTION PLANS FOR THE CITY OF OCOEE THAT INCLUDES, BUT IS NOT LIMITED TO: PROPOSED ROADWAY, CURB AND GUTTER, SIDEWALK, STORM DRAINAGE, AND EROSION CONTROL A. NATURE OF CONSTRUCTION ACTIVITY THIS PROJECT CONSISTS OF REMOVAL AND RE -CONSTRUCTION OF THE EXISTING ROADWAY AND THE REMOVAL AND EXPANSION OF EXISTING SIDEWALKS. THERE IS ALSO DRAINAGE CONSTRUCTION. B. MA10R SOIL DISTURBING ACTIVITIES THE MAJOR SOIL DISTURBING ACTIVITIES INCLUDE THE FOLLOWING: 1. CLEAR AND GRUB WITHIN THE LIMITS OF CONSTRUCTION. (WITH THE EXCEPTION OF TREES AS NOTED IN THE PLANS AND GENERAL NOTES). 2. CLEARING AND GRUBBING, EARTHWORK EXCAVATION AND EMBANKMENT, AND STORM CULVERT CONSTRUCTION 3. EARTHWORK ASSOCIATED WITH THE CONSTRUCTION OF ROADWAY AND SIDEWALKS. 4. PROVIDE FINAL GRADING FOR LANDSCAPING WITHIN THE CONSTRUCTION AREAS. C. PROJECT AREA TOTAL PROJECT AREA = 1,97 ACRES DISTURBED AREA = 1.97 ACRES D. RUNOFF DATA E. EXISTING SOIL OR WATER QUALITY DISCHARGE DATA SOILS • THE U.S.DA. SOIL SURVEY OF ORANGE COUNTY, FLORIDA IDENTIFIES TWO (2) SOIL TYPES AS OCCURRING ON THE SUBJECT PROJECT AREA. A SUMMARY OF THE CHARACTERISTICS OF THESE SOIL TYPES, AS DESCRIBED BY THE NATURAL RESOURCE CONSERVATION SERVICE (NRCS, FORMERLY SOIL CONSERVATION SERVICE (SCS)) SOIL SURVEY • GEOGRAPHIC (SSURGO) DATABASE FOR FLORIDA ARE AS FOLLOWS: • TAVARES FINE SAND • ZOLFO FINE SAND DRAINAGE AREA FOR EACH OUTFALL RUNOFF THROUGHOUT THE PROJECT IS CONVEYED BY A COMBINATION OF PROPOSED AND EXISTING INLETS, STORM SEWER PIPES TO STARKE LAKE D. SITE MAP THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. E. RECEIVING WATERS RUNOFF FROM DRAINAGE BASINS WITHIN THE PROJECT AREA TO BE DISCHARGED INTO EXISTING STORM SYSTEM. 11. CONTROLS SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS: 1. INSTALLATION OF EROSION AND SEDIMENTATION PERIMETER CONTROLS AS SPECIFIED IN THE PLANS AND THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN. 2. CLEAR AND GRUB WITHIN LIMITS OF CONSTRUCTION. 3. CONSTRUCT DRAINAGE, STABILIZATION, BASE, ROADWAY SURFACE, DRIVEWAYS, SIDEWALKS & CURB AND GUTTER. 4. PROVIDE FINAL GRADING FOR CONSTRUCTION AREAS. 5. INSTALL FINAL SODDING AND LANDSCAPING. 5. REMOVE ALL EROSION AND SEDIMENT CONTROLS. THE CONTRACTOR, WITH THE ENGINEER'S APPROVAL, MAY MODIFY THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE STORMWATER POLLUTION PREVENTION PLAN IN THE SECTION 104 EROSION CONTROL PLAN. ALL CONTROLS SHALL BE CONSISTENT WITH THE PERFORMANCE STANDARDS FOR EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT AS SET FORTH IN RULE 62-40.432, F.A.C., THE APPLICABLE ENVIRONMENTAL RESOURCE PERMITTING REQUIREMENTS OF THE FDEP AND/OR THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD), AND THE GUIDELINES CONTAINED IN THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FDEP, 1985) AND ANY SUBSEQUENT AMENDMENTS. TEMPORARY STABILIZATION: DISTURBED PORTIONS OF THE SITE (E.G., EMBANKMENTS, DITCHES, AND SWALES) SHALL BE STABILIZED WITH TEMPORARY GRASSING AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN SEVEN (7) DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. If. CONTROL — CONTINUED PERMANENT STABILIZATION: DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD AS SPECIFIED IN THE TYPICAL SECTION AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. A. EROSION AND SEDIMENT CONTROLS: (1) STABILIZATION PRACTICES TEMPORARY SODDING TEMPORARY GRASSING X PERMANENT PLANTING, SODDING, OR SEEDING TEMPORARY MULCHING ARTIFICIAL COVERING BUFFER ZONES X PRESERVATION OF NATURAL. RESOURCES OTHER (11) STRUCTURAL PRACTICES: SAND BAGGING X SILT FENCES SYNTHETIC BALES - BERMS - DIVERSION INTERCEPTOR, OR PERIMETER DITCHES PIPE SLOPE DRAINS FLUMES ROCK BEDDING AT CONSTRUCTION EXIT TIMBER BEDDING AT CONSTRUCTION EXIT DITCH LINER SEDIMENT TRAPS SEDIMENT BASINS X STORM INLET SEDIMENT TRAP STONE OUTLET STRUCTURES CURB AND GUTTERS X STORM SEWERS VELOCITY CONTROL DEVICES TURBIDITY BARRIER RIP RAP DITCH BLOCK OTHER WHEN A SEDIMENTATION TRAP OR BASIN IS NOT ATTAINABLE, THE ROADSIDE SWALE AND VEGETATED SWALE RETENTION AREAS MAY BE USED AS A TEMPORARY SEDIMENTATION BASIN DURING CONSTRUCTION IF THE ORIGINAL DESIGN FUNCTION AND CAPACITY OF THE SWALES ARE NOT COMPROMISED. BEFORE COMPLETION OF CONSTRUCTION, THE SEDIMENTS IN THE ROADSIDE SWALES SHALL BE REMOVED AND PERMANENT EROSION CONTROL SHALL BE IN PLACE SUCH AS .SODDING OR SEED AND MULCH. (Ili) NON—STORMWATER DISCHARGE (INCLUDING SPILL REPORTING) NO NON—STORMWATER DISCHARGES ARE ANTICIPATED..WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE CITY ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN .ACCORDANCE WITH ANY REQUIREMENTS AND .REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY HAVING JURISDICTION, THE. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION 104 EROSION CONTROL PLANS. 11. CONTROLS — CONTINUED A, EROSION AND SEDIMENT CONTROLS: — CONTINUED (IV) CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH INTO SWALES OR STORMWATER INLETS. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER OR AUTHORIZED REPRESENTATIVE TO DETERMINE APPROPRIATE WASH OUT AREA ON CITY PROPERTY. THE CONTRACTOR SHALL REMOVE WASHED OUT CONCRETE AND REPAIR AREA TO PRE —CONSTRUCTION CONDITION OR BETTER. III. MAINTENANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PREVENTION CONTROLS. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION, SEDIMENTATION, TURBIDITY, AND POLLUTION CONTROL MEASURES.. REMEDIAL ACTION SHALL BE PERFORMED IMMEDIATELY. h/ INSPECTION ALL CONTROLS SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS THROUGHOUT THE CONSTRUCTION PERIOD BY THE CONTRACTOR, AS WELL AS WITHIN 24 HOURS OF ONE HALF INCH (0.5 INCHES) OR MORE RAIN, UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THE CONTRACTOR WILLUSE FDOT FORM 650-040-03 TO REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION. THE CONTRACTOR WILL SIGN EACH INSPECTION .REPORT AND SUBMIT IT WEEKLY TO THE CITY ENGINEER. THE CONTRACTOR WILL MAKE AN INSPECTION, MAINTENANCE, AND REPAIRS REPORT PER .EACH INSPECTION. BASED ON INSPECTION RESULTS, THE CONTROLS SHALL BE REVISED PER THE INSPECTION REPORTS. THE CONTRACTOR -SHALL PROVIDE A QUALIFIED PERSON TO INSPECT THE DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED, THE AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION, THE STRUCTURAL CONTROL MEASURES, AND THE LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. A REPORT :SHALL BE ATTACHED TO THE DAILY QUALITY CONTROL REPORT. INCLUDED IN THE REPORT WILL BE A WRITTEN SUMMARY OF THE SCOPE OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP, THE NAME OF THE INSPECTOR, THE DATE, AND THE ACTIONS AND MODIFICATIONS TAKEN TO CORRECT ANY INSUFFICIENCIES IDENTIFIED DURING THE INSPECTION. THE REPORT SHALL IDENTIFY ANY INCIDENT OF NON—COMPLIANCE. IF NO INCIDENTS OF NON—COMPLIANCE ARE OBSERVED DURING THE INSPECTION, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP AND ALL .ENVIRONMENTAL PERMITS. CONTRACTOR CERTIFICATION: " I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN THEREUNDER. - NAME: TITLE: CONTRACTING FIRM: ADDRESS: TELEPHONE #: DATE: N A r aasar m caH StornavaterPollution © o ® sro o Oakland Ave. 2 w. m Prevention PlanCxty of Ocoee, Plorrda t1 Genera Notes SIGNING AND PAVEMENT MARKING PLANS — GENERAL NOTES 1. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE PLACED IN ACCORDANCE WITH THE FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", THE FHWA "MANUAL ON STANDARD HIGHWAY SIGNS", AND THE FDOT "STANDARD PLANS", LATEST PUBLISHED EDITION. 2. THE BACK OF ALL FINISHED SIGN PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION. THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING AT THE LOWER RIGHT— HAND CORNER OF THE SIGN IN THREE INCH LETTERS. 3. THE CONTRACTOR SHALL VERIFY THE LENGTH OF SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 4. ALL SIGNS TO BE REMOVED ARE THE PROPERTY OF THE CITY OF OCOEE DISASSEMBLE SIGNS .FROM THE. POST AND DELIVER TO THE CITY. 5. ALL SIGNS SHALL BE NEW INSTALLATION. 6. ALL GROUND MOUNTED SIGNS SHALL BE FABRICATED USING HIGH INTENSITY GRADE SHEETINGS. 7. ALL SURFACES SHALL BE CLEANED PRIOR TO START OF INSTALLATION OF ALL PAVEMENT MARKINGS. 8. ALL SIGNS INCLUDING STOP SIGNS ON 'SIDE STREETS SHALL BE UNOBSTRUCTED. 9. FABRICATION OF ALL SIGNS SHALL BE INCORPORATED WITH TITLE 23, US CODE, SECTION 109B, 109D, AND 402A AND HIGHWAY SAFETY PROGRAM STANDARD 13, TRAFFIC ENGINEERING SERVICES. 10. ALL HARDWARE WILL BE 5/16" THREAD. 11. ALL SIGNS TO BE MOUNTED ON U—CHANNEL THREE (3) POUNDS PER SQUARE FOOT, USING TWIST - BRACKETS INSIDE MOUNT TO ATTACHED STREET LD.'S WHICH WILL BE 9" METRO SIDE STREET, 9" MAIN STREET, WITH ANCHOR BRACKET. 12. ALL PAVEMENT MARKINGS ON ROADWAYS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 13. THE PAVEMENT MARKINGS AT ALL EXISTING/PROPOSED INTERFACE LOCATIONS ARE TO MATCH IN TERMS OF ALIGNMENT. 14. DUE TO DESTRUCTION AND TRACKING BY CONSTRUCTION VEHICLES, ADDITIONAL PAVEMENT MARKINGS AT THE BEGINNING AND END OF PROJECT MAY BE REQUIRED AS DETERMINED BY THE INSPECTOR AND/OR CITY ENGINEER. 15. THE CONTRACTOR SHALL REMOVE ANY EXISTING OR TEMPORARY PAVEMENT MARKINGS THAT CONFLICT WITH THE SIGNING & PAVEMENT MARKING PLANS. THE CONTRACTOR SHALL UTILIZE A NON—DESTRUCTIVE FOOT APPROVED METHOD FOR STRIPING REMOVAL. EXCESSIVE DAMAGE TO EXISTING ASPHALT AS DETERMINED BY THE CITY ENGINEER SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 16. SOME BROOMING MAY BE REQUIRED FOR INSTALLATION OF SIDE STREET STOPBARS. 17. REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED IN ACCORDANCE WITH THESE PLANS AND STANDARD PLANS INDEX NO. 706-001. 18. PRIOR TO THERMOPLASTIC PAVEMENT MARKINGS INSTALLATION, A 14—DAY "CURE TIME" ON ASPHALT IS REQUIRED. 19. PAVEMENT MESSAGES AND ARROWS SHALL BE PLACED IN ONE SEGMENT OR AS ONE LIFT. 20. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS. IF SIGNS ARE DAMAGED BY THE CONTRACTOR, THE SIGNS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. Signing £� Pavement ; " "„ Reconstrxution S Z Marking Plan CttuofOcoee.Florida ...,.nuw>,., ,.,.",." ,........ TRAEEi . CONTROL GENERAL NOTES: 1. IF THE TRAFFIC CONTROL PLAN USED IS DIFFERENT THAN THE TRAFFIC CONTROL PLAN AS SHOWN IN THESE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN WHICH CONFORMS TO ALL THE REQUIREMENTS IDENTIFIED IN THE FOOT STANDARD INDEXES. 102-600 SERIES (LATEST EDITION) AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 102, LATEST EDITION. 2. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH F.D.O.T. STANDARD PLANS, INDEX 102-600 SERIES (LATEST EDITION) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) (LATEST EDITION). 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE A MINIMUM OF ONE (1) WEEK PRIOR TO COMMENCING ANY CONSTRUCTION RELATED ACTIVITY. 4. TRAFFIC SHALL BE MAINTAINED ON PAVED SURFACES AT ALL TIMES. TEMPORARY THRU TRAVEL LANES SHALL BE A MINIMUM WIDTH OF 10 FT., TEMPORARY TURN LANES SHALL BE A MINIMUM WIDTH OF 10 FT. 5. TRAFFIC CONDITIONS (ACCIDENTS AND OTHER UNFORESEEN CONDITIONS) MAY REQUIRE THE PROJECT ENGINEER TO RESTRICT OR REMOVE LANE CLOSURES OR CHANNELIZATIONS OR REVISE THE IMPLEMENTED MAINTENANCE OF TRAFFIC PLAN. THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE PROJECT ENGINEER WITHOUT DELAY UNDER THESE CONDITIONS. THE CONTRACTOR SHALL. ALSO RESPOND WITHIN 30 MINUTES UPON NOTIFICATION BY THE PROJECT ENGINEER TO ANY REQUESTS FOR CORRECTION, IMPROVEMENT OR MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES. 6. ACCESS TO ALL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 7. EXISTING DRAINAGE SYSTEMS/CONVEYANCE SHALL BE MAINTANED AT ALL TIMES. IF CONSTRUCTION ACTIVITIES WILL IMPACT THE DRAINAGE, TEMPORARY SWALES, CULVERTS, PIPES, ETC, ARE TO BE CONSTRUCTED WITHIN THE RIGHT—OF—WAY AS REQUIRED. 8. UNLESS OTHERWISE SPECIFIED, THE CROSS SLOPE FOR ALL TEMPORARY PAVEMENT WHICH ABUTS EXISTING OR NEW PAVEMENT SHALL MATCH THE CROSS SLOPE OF THE ABUTTING PAVEMENT. CROSS SLOPE TRANSITIONS SHALL CONFORM TO STANDARD INDEX 511, THE CONTRACTOR SHALL INSURE ADEQUATE DRAINAGE OF ALL TEMPORARY PAVEMENT. 9. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION, THAT ARE ALTERED OR DAMAGED AS DETERMINED BY THE CITY' OF OCOEE, SHALL BE REPLACED UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. 10. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 11. AS DETERMINED BY THE CONTRACTOR'S TRAFFIC CONTROL OFFICER, THE CONTRACTOR SHALL COVER WORK ZONE SIGNS WHEN CONDITIONS NO LONGER WARRANT THEIR USE. 12. CONTRACTOR SHALL REMOVE, RELOCATE OR COVER ANY EXISTING OR PROPOSED SIGNS THAT CONFLICT WITH THE TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS. THE CONTRACTOR SHALL .RESTORE THE SIGNS TO THEIR ORIGINAL POSITION. ANY SUCH SIGNS WHICH ARE DAMAGED DURING REMOVAL, RELOCATION, OR COVERING SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE 13. EACH EXISTING STREET NAME AND STOP SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MAINTAINED IN AN APPROPRIATE LOCATION FOR THE DURATION OF THE PROJECT. WHEN NO LONGER AFFECTED BY CONSTRUCTION, THESE SIGNS SHALL BE RESTORED TO THEIR ORIGINAL POSITION. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF STORM WATER FROM ROADWAYS UTILIZED FOR MAINTAINING OF TRAFFIC IN A MANNER APPROVED BY THE CITY. 15. COMPLETE PROPOSED SIDEWALK AND DRAINAGE WORK WITHIN DESIGNATED WORK ZONE ENSURE THAT SIGHT DISTANCE REQUIREMENTS ARE MET AT ALL TIMES. 16. PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALKS UNLESS OTHERWISE NOTED. CONTRACTOR TO REFER TO FDOT INDEX NO. 102-660 FOR PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS. n S F a n AFv/1 SorvleoA&EF/4wn"etl Jan °01e- sr+°r SMct No. w�., OaklanrlAve "ca"n'"` Traffic Control Plan Yo © ro KR City of Ocoee, Floricda General Nate, 7 Silver Star Rd. TN a' a 0 0 E Lakeview St. Y E J in N N gO `0 Lee St. Y a«s a s r a s 1s Franklin St. i Franklin St- s d Q �a -o City Hall Rd. o= o o "off N E qE mCD aJ/O 3 O m ((�� g U 74 14 5 15 Oakland Ave. 4L 15 n o 6 'm IR Oakland Ave. �S lJ lzJ lJ v V V b g a lJ 4 U of 5 4 b 6 b q 4 � q 4 b4 S 9 B s L 11 s a .. Ts aMcK&y St- � ~4 .e .. B 4 -® .► 5 (15 McKey St. s s 8 a s > d 7 > 0 E g0 0 m E N �(2 Magnolia St. Y X �O J NOTES: 1. CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS ALONG BLUFORD AVE AND OAKLAND AVE. AND SHALL COORDINATE DRIVEWAY CLOSURES VNTH BUSINESSIPROPERTY OWNERS. 2. PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALK UNLESS OTHERWISE NOTED. �Vo DETOUR r p , ELUFORO AVE, , , , �",f ROAD CLOSED TO 1 3. PHASE 1 SHALL BE THE CLOSURE OF THE OAKLAND AVE. AND BLUFORD AVE INTERSECTION. THE CLOSURE SHALL EXTEND q/�p ((�))EASTWARD THRU TRAFFIC R11-4 UP OAKLAND AVE TO STATION 30,00,00, �.-/ OAKLANO AVE. , � t 4. THE CLOSURE OF BLUFORD AVE AND OAKLAND AVE. WILL BE FOR THE ENTIRE WIDTH OF THE ROADWAY. W20-tA - M4-9S �f umeemquo nv 1 O A TYPE III BARRICADE WITH LEI R11-2 OR R114 SIGN AND 5. ADVANCED WARNING SIGNS ON ROAD BEING CLOSED SHALL BE PER FOOT INDEX 102.600 SERIES AND THE MUTCD CHAPTER 6H. ROAD DETOUR O TYPE "A" FLASHING LIGHT 6, PROVIDE ADVANCE WARNING SIGNS ON SIDE STREETS CONVERGING ON THE SEGMENT LIMITS PER FDOT INDEX 600 SERIES AND THE MUTCD CHAPTER 6H. AHOEAD �rr'�1 { L 1 �/ M4-9L aLL oerouas 11 7-1 WORK ZONE SIGN 7. ADVANCED WARNING SIGNS ON ROAD BEING DETOURED SHALL BE IN ACCORDANCE WITH THE MUTCD CHAPTER 6H-20 (TYPICAL APPLICATION 20). W2 -3 DETOUR �'� ® cLOSEn 12 8. SIGN SPACING SHOWN IS FOR REFERENCE ONLY, PROPER SIGN SPACING SHALL BE PER FOOT INDEX 102-600 SERIES AND THE MUTCD CHAPTER 6H. DETOUR AHEAD O M4-9R END DETOUR O ROAD 14 CLOSED W2D-2a M4-8a R11-2 A Fuii ServlceABEFfmr omd� :r„„ Oakland Ave. �GPF�Inc. .., Traffic Control Plan S�ac —No--- o „seder City of Ocoee, �� ,,.,,,,,�„�,�,„„ Phase T�� 2 E Lee St. Franklin St. Oakland Ave. 0 0 Y' as McKey St. o � � o E E E Y Floral St. ai Q �O City Hall Rd. a Job � Sa E RK ZONE O 4 4j 9 5 Oakland Ave. tB 7 b At 6 McKey St. w a> 0 Magnolia St. I 3: J Lafayette St. NOTES: 1. 2. CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS ALONG OAKLAND AVE. BETWEEN SLUFORD AVE. AND CUMBERLAND AVE AND SHALL COORDINATE DRIVEWAY CLOSURES WITH BUSINESS/PROPERTY OWNERS, PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALK UNLESS OTHERWSE NOTED. /-� DETOUR ewFoao avE, IROAD CLOSED TO 1 3, PHASE 2 SHALL EXTEND FROM THE WESTERN SIDE THE BLUFORD AVE. INTERSECTION AT STA. 30+30.00 TO THE EASTERN SIDE OF VW20-1A �'/ I f ® /�R11-4 20 THE CUMBERLAND AVE. INTERSECTION AT STA,. a7+20.DD, onktnNO AVE 4. THE CLOSURE OF OAKLAND AVE. WILL BE FOR THE ENTIRE WIDTH OF THE ROADWAY.. M4-9S MeeauNon 10 TYPE III BARRICADE WITH TYPE C:�k R11-2 OR R11-4 SIGN AND ADVANCED WARNING SIGNS ON ROAD BEING CLOSED SHALL BE PER FOOT INDEX 102-600 SERIES AND THE MUTCD CHAPTER 6H. ROAD DETOUR O TYPE "A" FLASHING LIGHT S. PROVIDE ADVANCE WARNING SIGNS ONSIDE STREETS CONVERGING ON THE SEGMENT LIMITS PER FOOT INDEX 600 SERIES AND THE MUTCD CHAPTER 6H. CLOSED AHEAD ryry G M4-9L ALL DETouRs 1 1 WORK ZONE SIGN 7. ADVANCED WARNING SIGNS ON ROAD BEING DETOURED SHALL BE IN ACCORDANCE WITH THE MUTCD CHAPTER 6H•20 (TYPICAL APPLICATION 20). W2 —3 DETOUR C 6 CL05FA 1 `� IS THE 8. SIGN SPACING SHOWN FOR REFERENCE ONLY, PROPER SIGN SPACING SHALL BE PER FDOT INDEX 102.800 SERIES AND MUTCD CHAPTER 6H. DETOUR AHEAD 3 M4-9R END O DETOUR 7 ROAD CLOSED 14 wzo—zo M4-8a R11-2 pal 10 e parrs r aae� s a. ua,® Oakland Ave. cad Traffic Control Plan City ofOcoee, Florida w«,a.w «. «..,. Phase 2 `0 Lee St. Y o N Franklin St. ,o 4 Franklin St. � d t °c 7E City Hall Rd. m of 10 0 0 o m C ,4 E m o WORK ZONE v DO Oakland Ave. ,s 4ja t s s s z 7 14 ,s Oakland Ave. ,4 9 O 6 t o i t i B 6 ,s 6 _ McKey St. ,o s 6 McKey St. D ocG ¢ 6 Ih Q E E 0 m Magnolia St. Y Y � J Floral St. Lafayette St. NOTES:TO �1 BLUFORD AVE 8 ROAD CLOSED 15 1. CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS ALONG OAKLAND AVE AND CUMBERLAND AVE AND SHALL COORDINATE DRIVEWAY CLOSURES WITH BUSINESS/PROPERTY OWNERS. WORK AHEAD i�.,.I%) O [ZIR OAKIANO AVE ® THRU TRAFFIC R11-4 Z PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALK UNLESS OTHERWISE NOTED. M4-9S 3. PHASE 3 SHALL EXTEND FROM THE EASTERN SIDE OF THE CUMBERLAND AVE INTERSECTION AT STA 27+2D.00 TO THE WESTERN SIDE OF THE CUMBERLAND AVE INTERSECTION AT STA 26+40.00. IN ADDITION, IT SHALL EXTEND NORTH FROM THE INTERSECTION W20—,A DETOUR 5 uweeauNonv 1 O TYPE III BARRICADE WITH RI 1-2 OR RI 1-4 SIGN AND TYPE "A" FLASHING LIGHT OF CUMBERLAND AVE. TO STA 104+OD.00. ROAD CLOSED �T 2 M4-9L 4. THE CLOSURE OF OAKLAND AVE. AND CUMBERLAND AVE. WILL BE FOR THE ENTIRE WIDTH OF THE ROADWAY. AHEAD ALL DETOURS 11 � WORK ZONE SIGN 5. ADVANCED WARNING SIGNS ON ROAD BEING CLOSED SHALL BE PER FOOT INDEX 600 SERIES AND THE MUTCD CHAPTER 6H. w2 -a DETOUR 6 6. PROVIDE ADVANCE WARNING SIGNS ON SIDE STREETS CONVERGING ON THE SEGMENT LIMITS PER FOOT INDEX 102-600 SERIES AND aos6o 12 THE MUTCD CHAPTER 6H. M19R 7. ADVANCED WARNING SIGNS ON ROAD BEING DETOURED SHALL BE IN ACCORDANCE WITH THE MUTCD CHAPTER 6H-20 (TYPICAL APPLICATION 20). DETOUR AHEAD DETOUR O ROAD 1 CLOSED 8. SIGN SPACING SHOWN IS FOR REFERENCE ONLY, PROPER SIGN SPACING SHALL BE PER FDOT INDEX 102-600 SERIES AND THE M4-5. Rt 1-2 MUTCD CHAPTER 6H. W20-2o o A Fuft Sero/e®ASEFNm oB.sNm nirn OnklnndAae. GPN Traffzc Control PZan sneer No. 0 o City of 0coee, Ftorida Phase 3 7� 0 '> N Franklin St. N.T. S. N c 3 O CO Lee St. Y r 5 6 Franklin St 0 ai McKey y In Q) w C. E Y imp� Floral St. ai City Hall Rd. �a a o ySa GO and Ave. McKey St. Magnolia St. I I I Lafayette St. \ NOTES 1. CONTRACTOR TO MAINTAIN ACCESS TO DRIVEWAYS ALONG OAKLAND AVE. BETWEEN CUMBERLAND AVE. AND TAYLOR ST. AND SHALL COORDINATE DRIVEWAY CLOSURES WTH BUSINESS!PROPERTY OWNERS. ROAD DETOUR 9LUPORO AVE 8 ROAD CLOSED TO q 5 2. PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALK UNLESS OTHERVNSE NOTED. WORK O /-� [� j /i. THRU TRAFFIC AHEAD U �„ R11-4 3. SEGMENT SHALL EXTEND FROM THE WESTERN SIDE OF THE CUMBERLAND, INTERSECTION AT STA.26+60.00 TO THE EASTERN M4-9S ogicuNO qvE U SIDE OF INTERSECTION OF TAYLOR ST. AT STA 20+14.00. FINAL CONNECTION OF OAKLAND AVE. AND TAYLOR AVE. TO BE W20-1A CONSTRUCTED USING FLAGGING OPERATION PER FOOT INDEX 102-603. uweeawuoA O TYPE III BARRICADE WITH R11-2 OR R11-4 SIGN AND 4, THE CLOSURE OF OAKLAND AVE. WILL BE FOR THE ENTIRE WIDTH OF THE ROADWAY, ROAD DETOUR O TYPE "A" FLASHING LIGHT 5. CONTRACTOR TO COORDINATE WITH CFX DURING OPERATIONS VATHIN RAILROAD RIGHT OF WAY, e CLOSED AHEAD n 2 M4-9L qLL peTouaS 6. 7. ADVANCED WARNING SIGNS ON ROAD BEING CLOSED SHALL BE PER FDOT INDEX 102-600 SERIES AND THE MUTCD CHAPTER 6H. PROVIDE ADVANCE WARNING SIGNS ON SIDE STREETS CONVERGING ON THE SEGMENT LIMITS PER FOOT INDEX 60D SERIES AND THE W2 —3 DETOUR WORKZONE SIGN MUTCD CHAPTER 6H. � M4-9R S. ADVANCED WARNING SIGNS ON ROAD BEING DETOURED SHALL BE IN ACCORDANCE WITH THE MUTCD CHAPTER 6H•20 (TYPICAL APPLICATION 20). VAHEAD O END DErouR �7 ROAD ^ `t 9. SIGN SPACING SHOWN IS FOR REFERENCE ONLY, PROPER SIGN SPACING SHALL BE PER FOOT INDEX 102-600 SERIES AND THE M4—a. CLOSED MUTCD CHAPTER 6H. W20-2o R11-2 0 0 A FuttS t oA&EF/ ® ff rr �b Nor Oakland Ave. CPH Trafff Control Plant sneee No. Cifi/of Ocoee, Florida ,,.�.�u��.,.,, .�,,. �.� Phase SYMBOLS: Work Area Channelizing Device (See Index 102-600) Work zone sign Flogger Lane Identification + Direction of Traffic — — — — — — — — — — — — — — — — — — — — — — — I i I u __1 --- — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — -- — — — — — -- — — GENERAL NOTES: 1. Special Conditions may be recurred in alleldiume With these data, and the folitneing sheet. A Railroad Crossings: a. If an active rail, end crossing is located closer to the Work Area than the queue length Mu S 300 :met, extend the Buffer Space as shown on So-, g' b. If the queuing or vehicle, acres, ad aIlhtm railroad --opi cOrmor be avoidedprovide a uniformed traffic control officer or flogger or the highway all grade crossing to prevent vehicles from stepping within the lughWay-rail grade crossing, even if automatic train armug devices are in place. R. if no Work Area encroaches on the Conterume, use the Layout for Temporary Lane Shift to Shoulder em Shent 3 only if the Existing Payed Shoulder width is sufficient to provide for an I I' )an&, beamed the Work Area and the Edge of Existing Pared Shoulder. Reduce the posted speed when appropriate. 2, Tedou,,em, Raised Ramble Stmjhi: A. Use when both of the 'allowing Conditions are Met concurrently: 0. Aisting Posted Speed is 55 num M, tip -me or,, b. Work paraffin, Is grinet, ham 60 minutes. 6, Use . consistent Strip for throughout the Work lim- C"" each Ramble Strip Set fraullarsely across the lone at location, 'how" D. Use 0"'1" 1 or Opll n 2 a, shown do Shell 2, Use only one option throughout Work :one. 3, Additional coo -way control may be provided by the following means; A. Flog -Carrying, vehicle; a. 0 f'ri,d 'eld,re: C. Pilot vehicle.; D. Traffic ugnW,, When flagg.,, are the sate .,.a. Of one-way, central, the fl.qqers must be in sight of each other or in direct communication at all times. L45T REVISION 11101117 Device Spacing (See Table 1) Tape, count — 50 To 100' May Be emitted if ROAD WORK AHEAD sign is installed upstream within the project limits. WITHOUT TEMPORARY RAISED RUMBLE STRIPS 4, When a Side road intersects the highway within the TIE ZOAC, Place additional TTC device, in accordance .,in other applicable TCZ Ind -el. 5. The two 'hommel"My devices directly in front .1 the work area M. be omitted provided vehicles in the work area have high -intensity totaling, Hip,himg, —Plating, or umdM tiger, operating. 6, when Buffer Space Cannot be .1torwd due to geometric 'en't'And', use the greatest attainable length, not loss than 200 ft, for posted speeds greater than 25 Mph. 7. ROAD WORK AHEAD and the RE PREPARED TO STOP signs may be omitted it all of the following conditions ore mini A Work operations are 60 minutes or less. B. Speed limit Is 45 mph or loss. C. There are, no sight obstructions to vehicles approaching the Work area for a distance equal to the Buffer space shown in Table 1. DVo i,;e, in the work or- have high -intensity, rotating, flashing, m,,Ifl.tinp, or dretc, Lights operating. E. Volume and complexity or the lend—y has been considered, F. If a railroad crossing is present, vehicles will not queue across rail tracks. G. AFAD, are .not in u,e. 8. See luder 102-600 for general TCZ requirements and additional information. 9. Automated Flapper Assistance D-ItuS (AFADI) May be used in accordance with Specifications Section 102, 990 and the APL vendor drawings. TABLE 1 DEVICE SPACING i Maximum Spacing I Maximum Spacing of of C.— or i Type I or Type 11 Tubular Markers i Bar,AxdksyP,hmpI,1D—s Posted Speed Distance Between Signs Buffer Space C D A 11 Bud d , In a 01 A On. a, 25 21' 59 20DI 2OF I tea ' 27 155! 30 35 2050, 29 t .5 20' 50, L7 200' 200' 200' 1 IOU 0 206v 0 26 0 �L 20(7 0 40 29 50, —1 $a �C 50' — 200' 2OF 200' 1 100 __2L — 305 45 26, 2" 50, 359 350' 350-1 175 360' 50 50, 20' 100, 50a Soo I 55 20' .59 20 1001 2640' 1.50 1000`1500' 495' 60 20, 100, P64F 73a0 100a 1 sea 570 65 20 too, '2640' 1500 B'O 01 645' 20' so, 20' too, '6de'T;gB 730'v FDOT FY 2019-20 TWO-LANE, TWO-WAY, I-%-- STANDARD PLANS WORK WITHIN THE TRAVEL WAY -�JH Fm Oakland Ave. City of Ocoee, Florida CONDITIONS WHERE ANY VEHICLE, EOWIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY INDEX 5 HEET 10I 2-6031 of 3 Sheet No. Traffic Control Plan FDOT Index Sheets -7'CP- SYMBOLS: // Work Area • Chmnnetlz;ng DcWce Walk Zone Sryn F 1ay0er lone identifk.G.n t (See lade, 102-600) Direction Rf 7rdfffC C S A ez ¢wrt stnx wuae "p h 1,,, CA° �- Temporary R111011 Rrrmtrle 1111p Set IS- GENERAL NOTE 2) D 1 250' 23 ry a'1 i fl al _—____._---- - ___v_e__ r� `� wort Are9� IP 250' ISO 250' D Temporary Raised Rumble s[rtn Set (Set GENERAL NOTE 2) axrno •�+ f �p N�N.o martin n °„ "• I A ._..._. II _v -�C See Sheet 7 For Laptlut A May Be omitted if ROAD WORK AHEAD sign is installed upstream within the Project limits. WITH TEMPORARY RAISED RUMBLE STRIPS (When Required See GENERAL NOTE 2) set, 0. to c �'Pir C� ya �r • te\ O d4° � gdQ Y,•- Cepx 1Nn}e REMOVABLE POLYMER STRIPING TAPE MOLDED ENGINEERED POLYMER SET RUMBLE STRIP SET RUMBLE .STRIP SET OPTION - I OPTION - 2 TEMPORARY RAISED RUMBLE STRIPS ,S7 REVISION Z DESCRIPTION: FY 2019-20 � � TWO-LANE, "g'�T(�-W,'T INDEX SHEET 1liaafl7 w STANDARD PLANS WORK WITHIN THE TRAVEL WAY 702-603 2 of 3 0 0 A Putl ServlemA@EF/rm ® ,bmMarrn,ua, %ri�rm �ti:asntlr OaklancZAve. City of Ocoee, Florida CPHU TraffzcCoaatroZPlan FOOT Index Sheets stxe�uo. �� Cont. Layout 1 50' To 700' 1.3 — — — — — — — — — — — - TZ, —4Area ------------- Onal (Typ.. Each 5,do) Tk' --- Tangent A—, In oalke Spacing (See 1— 1) TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION C role, Lel,qln Suffer Spare (5— Table 1) Cont. 50' To Cayoof <=- . . . . . . . . . . . . . . . . . . . r7 ---------- Shifted Lou, (I I- Mi..) �, Edge Of El;lllng Paved Shoulder (T11J C" I L�y.ut I �_ — .................... ------------------------------------- Edge Of Existing Travel Lane (Typ.) Taper, length D""' "or'og (See Table 7) TEMPORARY LANE SHIFT TO SHOULDER WHEN WORK AREA ENCROACHES ON THE CENTERLINE SPECIAL CONDITIONS c— Reforee o, 1. S General Note 1, Sheet I for more information. LAST 1�1 DESCRIPTION: INDEX I SHEET REVISION tDOnT FY 2019-20 TWO-LANE, TWO-WAY, 21101117 STANDARD PLANS WORK WITHIIN THE TRAVEL 10 WAY 2-6031 3 of 3 OaklandAve. :1 Traffic Control Plan Ci�j of Ocoee, Florida FDOTIndexSheets `.. EXIST. R/W PRO 4• THICK DONC, k t / " r\hw� • .. . _.-._.�' ., .. �_ � .. � _ E i. LM (� mu k �.: �.�. T�qv f"t ! f f %" I '\ � � ': � .:. • j /Oaf . 1 {3 x¢ I WOakla ttd Ave. MC I P StOFl i PO_ . AP CVOS SOD ` mama N 89'39'Vol,* \ \" ++* + \\ \\ \ t \ BEGIN 1Jt T.1 nP _•II_s2I �. ®. ._.._ Mc �. nP ..„ -. BRRGIN CONSTRUC7l0{Nq, ``�"� _ '� ET e — - - .— —_ ...._ _._ 9T _.... _ _� MC _ --PROP.-SO r HT — i ,7;, ._. PROPspR_ _._. - \ 4 SURVEY - STA. 19+9b.25, ' rW Oak�arxrXi` \ h i 1 / i —PRDP. 4" TH K CONC. S/W EXIST. R/Wl 7/ :ii, ,' Y+ i / LI o' or eca e PLANT LIST SYM COMMON NAME TREES SHRUBS AND GROUNDCOVER AP BABY PETE AGAPANTHUS rj LI CRAPEMYRTLE HP FIREFLY FIREBUSH OV HIGHRISE LIVE OAK ® LM EMERALD GODDESS LIRIOPE MC MUHLY GRASS �'`'� 0 RM PEACH DRIFT ROSE { o } SP CABBAGE PALM I° VOS MRS SCHILLERS VIBURNUM ° ® ZP COONTIE EX EXISTING TREES Graphic Scale In Feet BAHIA ARGENTINE BAHIA SOD THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPEDAPPROVED I AFx/Ssrvteodi EF( Pi�+,rc '�CPHI Sl�cetfto. o 0 ores AEs so 9 k tand Ave. Landscape Plat Oa City of Ocoee, Florida Sta. 20+00 to Sta. 22+80 L-x MATCH EXIST. S/W��.; t / r'R 0, om Ott' { ram\ \ I EXIST, CONC. WALL REMOVE EXIST. S/W �. f (TO REMAIN) 1�r, l �. ._. _. ,. '� .• '�Tv � �f �� I RM �..� >, •ti ••• � � �... €JNK-._ � .� a��Znd.$a M Rm _ vl — — — — — — - uNK — i; LM � K f UNK- N RMRM AP MC � O @`@-@ P"@ @-OVO'@ @'O'PP4 P� 'C'` ". , • ,...._ , RM = ++ + f + -... . °• � - ,'3 sy �, '''° `^�- wY=7-b v o 0 0 o v o o P o v �\ o + vo-o v=bvvvvv oovv ♦Y T r...vt +" PROP. 72' M TI-USE TRAIL _ y AP w m • `' HP OV PR P 12 MULTI -USE TRAIL w p Z AP SU EYJ '? '6Z _ + + +++ vvo oovv oovv `�,�•••••• ':�` � =Lv � �'�� ovovv vv 'r — . WM t RM Tkd CI�a'IuFi'}HzT A� .�i'. RM -" DU „— ftM �Lt ,-,.�---,..IU '. n... -�"C-'C e RM _.._ ._-.. ..— T RM ♦ F REMOVE EXIST.. S/W LM ' PROP. SOD - � It�7u PROP. 4' THICK CONC. S/W IL "1— r�--r �r ✓�� ,<` { f( � , �r;-�rrrr ��`rr�:�--;_n"i Nd PROP 12_ CONC. / t t s/✓'.-° F,` MATCH EXIST. S/W CONST. 20 LF ELK 3 {. "{ f"✓J//,/ OF 78" RCP �1880N CURB '.'AC OF OCOEE EXIST. BRICK PAVERS 0 A. PG 100 8: 101 ( BE RESET TO PROP. RADE PLANT LIST SYM COMMON NAME TREES SHRUBS AND GROUNDCOVER �---- AP BABY PETE AGAPANTHUS LI CRAPE MYRTLE HP FIREFLY FIREBUSH OV HIGHRISE LIVE OAK LM EMERALD GODDESS LIRIOPE DMC MUHLYGRASS y''� 0 RM PEACH DRIFT ROSE { ® } SP CABBAGE PALM VOS MRS SCHILLERS VIBURNUM �® 2P COONTIE EX EXISTING TREES i BAHIA ARGENTINE BAHIA SOD THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED A Fu/l Sa lceA6EF/ /1% �CPH Street Ra, 0 0 o Aa Ro* Oakland Ave. 7t7-1 Landscape Plan City of Ocoee, STorida Sta. 25+80 to Sta. 28+80 L- i *wRM'mwymrcsei.. . uww.v.u.ve.trnawm .. ,n, �w,mb.m«a.m.awan'«wae.r. r...d �c,a,..a,Mwa,re.nrc.«da��..nm...w.m...°.uw.,aorwmwm.,,�wo-ranawwx.m•.m°wn�a r c µinv,nay.�«w,em �wxnanmm "vaa,. � rxa.,.wwaa�rcw.,.,ea,m•�e.... �mmw wa.,wvw.ewa.ew„,bm,.b.wa.nv.xnaeamawna e, udwm.exaw.eaa•a.a nxu,u°., ab<e www.e,raaaar.e...ma.naw,wuxa«vam.vwt..art°wuw.abvu.ime. w..,en.mmay.woa.ena e.n«m. n ""wq,�i mea,w,..mro,,,,pv.+iuroiai°aYTawiw�µ a;.a'e`m`v�w�r'"eaw�w..°.o-wv,m:a>rw.ea.w. ,.wmrc mne<inwva. wnmgw.nwm.°a«wraiw..v... w,win„+...e.damm.mm.a. warn.r«Qaae x anmvemwae+..r,n w,amm.am,.wva. ,z � .a.vb.vr«.a.a �rwn.awarn•.u.. ar�no awamw•,rarw.,woho.nm.�.nea °«�wwd.ao-,wmu.o.e.. Tww+n.ae.na.ra.mw..r.rci.,an.wmvweexw..+nvan.+amnwx,.«.,w.w.m°wnm.vmirvmw>aarcaan.wvaarn.T=vw++n.nn...v«mv.aoamr,axe. wmxvmrarewammarw,aw.v.a.,m";,"°"wa''°n� �•,x� renna,m«w;v�rw'cw.','.vu«.�aMwrwar'..a:a'ne,mx.,wwmm.vnn.�mamw•ni va.+n a , uao-„vrar»w.m_urm.aw..a�w.m°an.a.uo-nar W.e,.araemn.wu...=.a.m.a nrr+a�a.oaa...mm.w=a.raxw.�r•a..m»rim.a,aa.a..vxwa.mer„wx.wca...dw., ...a�wr•rcw•ypux .a.,aa.m•r.rw».avwx,.nm,..�. n. urr..�>n..we.n.,ma�eavxnw„x.uw,u.awm�xe...bb..•uaaewn.�°M.r>in.o.na!bu wrwm.=�.wwwamm�arm.umway.e.maa«.mm.vwd,nr. °q..,wwmm wmw.a axr,cv x.a.wm+rv.. wermarn.um.amaa�reawaaabe•vw»wd.. r�wo.ax.na.mn. a. arcwawva.nwMm,�,re.•vam,xMa,w.warm.w�..nwneb,«wr��vwrK�i;�«.w,:cry°am �a"a:iM»�ea evma�n.we.nevn.awnor,nwr.x,,,. rwn..a n•..uib..nrwoau.ni. .aio-,mm. u. wa �vwmoae...mno+naavem,.°mnvwai>iwmww«rmm.ama..wr.a a ra µdawux•amawe•vx.vrwn umwaei•s,n,ainmw,nmbe..eawr.aieaewm a,x wxa a.. naex m v�wna. «w.a.,e.x,.va w.v� «�iwN•m wn q.nx,v,av a in.awwvemnwarmv.w,ww..n�orurw.a.ufw,vmwb,n<mmm.vd•.rarwra�r.mdnce+armwmrn.r..mwv.Nwrwaow,wrne.,xwaw,rewbw ar x. rwn,q,nwa wbiw n.urew•ncwvseawnwnevmvd.mramxm•raa«muiry anund+mm.r.w.r.wwarvamw..vua�.na,nrfr.,hire.,.mm. n.mcew iw.wary,«m.uw m.wr.. u.we m. w°x.Mu w.ww°w a a.r.,r„aea daa m.wx.. *n. rwmawe s, w°rt nuc axrovro wn� �dwrn Wm a•nameFmuw.+ano-vaaa+n•awvwunram.Ion«q.rvap�=..ardwlvabima+abruw r+.a,..w+ro�renaan.. farmm,e«•w,°bernenrawa,wineanu axtrwre,mwuaexven«gm•rne,weepeaw«•a ww.rwpwmwad.xaaeM q•nw, rc,•anvgam,tvvwvavrWe•auemd vewiw,amerevx�maravtlVamv+,��.•+•w•maaamrcneeaeawriwx dx�„µn�0m Gunu�M+ncnnMel.mu�dAW �w�rrryevrnvmineumeaan•linweaa,smmraimsuadwan,abearvw=,au nnmuuy aanmraemweeaepraddmiwunenaaf ,wieaa. miwmm°�argwieemein�nmw wvvemiw.e��.e xw�ne�nm,drm wn�enPvam,•aapennmwrymewnweemaunaauvsuawea.amborm�.owaam ulew4eemeuaumaememmawwm.bnamw w.aaweae.ammepwnlw.mevwrAbemerewmutrryorineraW.uw Cmo-wa. L111 e81�1 cam PLANT LIST SYM COMMON NAME BOTANICAL NAME DESCRIPTION DROUGHTTOL. OTY. TREES LI CRAPEMYRTLE �''� OV HIGHRISELIVE OAK { + } SP CABBAGE PALM fry EX EXISTINGTREES SHRUBS AND GROUNDCOVER AP BABY PETE AGAPANTHUS HP FIREFLY FIRESUSH ® LM EMERALD GODDESS LIRIOPE 0 Me MUHLY GRASS 0 RM PEACH DRIFT ROSE VOS MRS SCHILLERS VIBURNUM ® ZP COONTIE LAGERSTROEMIA INDICA OUERCUS VIRGINIANA'HIGHRISE BASAL PALMETTO EXISTING TREES AGAPANTHUS'BABY PETE' HAMELIA PATENS TIREFLY' LIRIOPE MUSCARI'EMERALO GODDESS' MUHLENSERGIA CAPILLARIS ROSA'MEIGGILI' VIBURNUM OBOVATUM'MRS SCHILLERS' ZAMIA PUMILA BAHIA ARGENTINE BAHIA SOD PASPALUM NOTATUM'ARGENTINP 3" CAL, 12' MIN HT, 6' SPRD, T CT HIGH 100 GAL.4" CAL, 2VMIN HT, B' SPRD. T CT, NATIVE HIGH 14' CT, SLICK, REGENERATED, NATIVE HIGH REFER TO PLAN 1 GAL, 3PPP, 12" OC, NON-NATIVE MEDIUM 3 GAL, Is- MIN HT, iS"SPRD, 30"OC, NATIVE HIGH 1 GAL, 3PPP, 12" HT, 12" OC, NON-NATIVE MEDIUM 3 GAL, 1S" MIN HT, 10" SPRD, 30° OC, NATIVE HIGH 3 GAL, 10" MIN HT, IS- SPRD, 30" OC, NON-NATIVE HIGH 3 GAL, 15"MIN HT, 10" SPRD, 30" OC, NATIVE HIGH 3 GAL, 10" MIN HT, 15" SPRD, 30" OC, NATIVE HIGH SOLID SOD, CONTRACTOR TO VERIFY OTY NOTE! 1. PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IFA THREE GALLON SHRUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. 2. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WflTH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. 3. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVER. 4, ALL LANDSCAPED AREASV11LL BE 100%IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR. 5. CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM TO ENSURE ADEQUATE IRRIGATION FOR ALL NEW PLANT MATERIAL, 6. CONTRACTOR SHALL REPLACE ANY EXISTING SOD OROTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN AREAS THATARE OUTSIDE PROPOSED LANDSCAPE AS SHOWN ON THE PLAN. THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED o a _ ..... OaklandAve. ..n..a .,. " City of Ocoee, Florida Lrca^ srll Landscape Notes and Details —Jr //{-- uLcwTOPSOIL BACKFYLL RooreALL ANDmuNK _` / raEESTAK Nc 1 l / PLAN TO BE aIPEEST EraLS ANO PLACEMENT APPPOVED BY OWNER B. PEMOVE BURLnP, WIPEnNDSTIUNIGMNYTHMG THAT GGULO CIRCLE TREE OR RESTRICT ROOT GROWTH)ON UPPER I OF ROOTBAW G. P NDBCAPENOTESORPLA— ECIFIGATI DNS SECTION ]2 5100 FOR THE TYPE OF MULCH MATE , TO USE D. PRUNETREEASDIRECTEDBYUNDSBARE ARCHRECT. E. BRANCHMGHEIGHTASSPECIEIEDONTHEPLANT LIST IN O PRUNING PER ANSI ASSS (PART I) LATEST UPDATE. IPER t u Fra< PRRKeBpT FOR GREATER T NR NAUB FOR UP 10 1- TREE'L L—tPR LIPER- REFEP TO 1IT-1A VICCIFICATIONS FOR ROVED MATERIALS ARE ILLATION REOUiR[MENTE. ROOT BALL MOCIFlED AS REQUIRED. ]'LAYER OF MULCH. NO MORE THAN I- OF MULCH ON TOP OF ROOT BALL (REFERTOSPECIFICATIONSFOR MULCH). UTOPPES SOIL REP. I' HICx x B• w10E OVE ROOT BILL SURFACE SHALL BE CONSTRUCTED AROUND THEROOT BALL BERM SHALL BEOMAT ROOT BALL PERIPHERY. 4. FNISHED CRAOE. 5. TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED 6. PRI 0 MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTRALL INH• MFTS TO DRACETREE. DO �OVERCOMPACT. WHENTHENI-ABI GHOLE S BEEN BACKFILLED, POUR WATER AROUND THE ROOT BN1 TO SETrtE THE SOIL T LOOBENED SOIL DID ANDTURNTHE SOILTO REDUCE COMPACTION TO THE AREA AND DEPTH BACKFILL MIX. TOPSOIL 75%AND BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPaCTEDSOR. 9. UNDISTURBED SUBSOIL LARGE TREE PLANTING (14' OR GREATER) >ataRy§ llg„;wt hJtklx`fBr. d EfYes.udu sunshine8i cum ROOTBALL nNOrquNK y7A G LeACKFI TREEIL s. A FINAL TREE STININC OFTALS AND PLACEMENT SMALL TREE PLANTING (14' OR LESS) N.T.S. N t -1 RBKeBvt POR UP TO 1-1 CALIPER OR I. Feop� ReKBBpt FDR OREniER THAN 1 Na0 UP TO A TREE CALYPEft. REFER TO SITE A IMEGFICnTi0N5 FOP -—ES HeTERIALS nN0 WSTA.LATION EOUIREHENTS. 2. RGOTBALL MG.1. AS RESIDUES. ]•—B OF MULCHttlF ROOT BILL (REFER TO SPECEICAUGNS FOR MULCH). ]. ROUN—PPEO SGIL BERMa•NiGH%H'WIDE ABOVE ROOT BALL SURFACE SHAM.BE CONSTRUCTED AROUND THE ROOT— BERM SHALL BEGIN AT ROOT BALL PERIPHERY. a. FINISHEC CHASE S. TOP OF ROOTSALL SNALLBE FLUSH MATH FINISHED CHADE B. PRIOR TO MULCHING. LIGHRY TAMP SOL...UPS THEROOTBALLINB'LJFTSTOBRACE-FE. DO NOTOVERCOMPACT. WHENTHEPLANTINOHOLE HAS BEEN BACKETTLE HEPOUR wEP AT AROUND THE ROOTBALLTO ST T LOOSENED SOIL OIC ANO TURN THE SOIL TO REDUCECOMPAIRDSTOTHEAREAANDDEPTH END— BACKFILLMI-OPSOIL—AND COMPOST 25%. H RESTS ON ExiSTINOOR RECOMPACTED SOILLL B, UNDISTURBED SUBSOIL �_ _�� ty of F @ 6D' ®r.Tzss�-rac� Ocoee, F, . jIj -p ' �il�'+ • THIS SHEET NOT VALID FQR CDNSTRUCTIDN UNLESS STAMPED APPRQVED 11 MR, parr tla�a RF#P 4 Leg 0 m1,. — .- PALM STAKING SYSTEM NTS z x e Wood Brace Trunk Burlap Layers (Five For Palms. Six For Large Finished Grade Bonds or Caliper Canopy Trees) Straps 12, 2" x 4" Min. Nails — Wood Dotter Wood Stake, Min. 30" Depth 2' x 4" Wood with Boards Positioned Brace race to Face, Nail Brace Securely to Wood Stake Existing Soil Below. Finished Grade NOTE: Stake Into Firm, Existing Soil. DETAIL "A'====== DETAIL "S" 1:1 Excavation Layback, Typ. Prop. Limits of Soil Work T— A.-dIReplace Depth Total Soil Work Depth !�v/,;v Scardicalion Depth Existing Undisturbed Soil (Typical Section) ========LANDSCAPE SOIL WORK=� Mulch Soil Ring For Water Collection Shrub Or Ground Cover Planting Bedline Or Edge Of Sidewalk Maximum "at", maintained Spread Of Plants Spacing Per Plans 7 Existing Soil =1 I I I 111 ... III— Existing Soil S.rkf;tl Existing 5.11 Sackfilt xitirg Soil yrx Ix 77 1 spacing per Plans 2 Planting Pit 2 Times Planting Pit 2 Times Width Of Rootball Width Of RdIuball GROUND COVER/SHRUB LAYOUT DETAIL N07E: Slope Provided As Rise:Aun, GROUND COVER/SHRUB PLANTING T�CONSTRUCTION F.11 IS I. S "I" GROUND COVER/SHRUB PLANTING ON SLOPE STAMPED APPROVED T' 77 H, I— ono Oak P Ci ty I Landscape Details of 0 L-7 2 i i OA i i I =,,=- -- --- I 1 '--0, - I I I LEGEND a RIGHT OFWAY LINE -/-/-/- UMREO ACCESSRIGHTOF WAY LINE EASEMENTUNE PARCEL/PROPERTYUNE ..�--- WETIANDBOUNDARYUNE tt EXISTING FENCE EXISTING CABLE EXISTING FIBER OPTIC CABLE EXISTING BURIED ELECTRIC ---..-----n-----ro--- EXISTING OVER FORCE MAIN ___n_____e_____A___ EXISTING GAS ----------- EXISTING IRRIGATION EXISTING OVER HEAD UTILffV EXISTING RECLAIMED WATER MAIN _--v----a-----s--- EXISTING SANRARY SEWER ---m-----m----- m--- EXISTINGTELEPHONE _______________ EXISTING WATER MAIN REMOVE AND REPLACE COMO SIDEWALK AND DRIVEWAY ASPHALT ROADWAY RESTORATION ®ASPHALT RESURFACE ASPHALT PAVEMENT -� EXISTING PIPE TO BE REMOVED EXISTING PIPE TO BE ABANDONED SOFT DIG LOCATION MARKER AND IDENTIFICATION TAG (� SOIL BORING LOCATION MARKER TEJ TAPPING SLEEVE AND VALVE P; TEE �( LINE STOP ASSEMBLY pq GATE VALVE p SLEEVE CAP Q AIR RELEASE VALVE ASSEMBLY p HDPE I Di MJ ADAPTER # UNKNOWN ELEVATION OF EXISTING UTILITY AS INDICATED ON PROFILE SHEETS UTILITY PIPE DESIGNATION Z- ON NOTE:THIS DRAWING WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CE/ASCE 3&02 "AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA" CIIASCE 3802 SUBSURFACE UTILITY QUALITY LEVEL INDEX 1. QUALITY LEVEL A (QLA): UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY LOCATED (BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO THE DRAWINGS. THIS IS TYPICALLY SHOWN AS A HV VERIFICATION EXCAVATION HOLE 2,QUALITY LEVEL B (QLB): UTILITY INFORMATION DERIVED BY MARKING THE APPROXIMATE SURFACE HORIZONTAL LOCATION OF UTILITY USING ELECTRONIC METHODS BY THE UTILITY OWNER. MARKINGS BY UTILITY OWNERS ARE ASSUMED TO BE LOCATED BY ELECTRONIC METHODS AND SEPARATE LOCATES WILL NOT BE PERFORMED BY THE ENGINEER. MARKING IS SUBSEQUENTLY FIELD SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS. 3. QUALITY LEVEL C (OLC): UTILITY INFORMATION OBTAINED AS BELOW FOR QUALITY LEVEL D, PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY LOCATED AND ACCURATELY REDUCED ONTO THE DRAWINGS. INCLUDED IN THIS CATEGORY ARE AERIAL UTILITY INFORMATION AND UTILITY DEPICTIONS, WHICH IN THE PROFESSIONAL OPINION OF THE SUBSURFACE UTILITY ENGINEER, REPRESENT THE MOST PROBABLE APPROXIMATE HORIZONTAL LOCATION, TYPE AND / OR EXISTENCE OF A UTIUTY. 4.QUALITY LEVEL D (OLD): UTILITY INFORMATION PLOTTED ON THE DRAWING BASED SOLELY ON RECORD INFORMATION, INDIVIDUAL RECOLLECTIONS OR THE EXISTENCE OF UTILITY SERVICE. IT SHALL BE NOTED THAT ALL INFORMATION SHOWN (OTHER THAN AT TEST HOLE LOCATIONS, SEE QLA ABOVE) VNTH REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION, CONDITION OR SERVICE STATUS SHALL BE CONSIDERED OLD EVEN THOUGH THE UTILITY MAY BE PLOTTED AND LABELED OLC OR OLB. ABBREVIATIONS u rmr agsTasm®tr rac�m tinz Wn NAIaAY Wmmu uT DLL ALmW.TE N1aMM 1Q t!S Wid CIQSIPK lbrMC W� @O 4lTd AFPRCS ARIWelA10,Y IeY AR pIISAQ tlALYE AY496Y I!R � WMAACMm WNN OALLRS PIIi PAY As'li AY4PLT ASS8e1S W W WW1E CPlplY A'®1 NR NEIUAY W IQJIANC.6I..APPi' e mn � eRt+Fm W M B8® fBR MAC EAQ3iDA PPkYENiOR tPCf IIiD WMkNNdQ OP TAAR& 4q.Hi® !W atU�PLY VALYE 1dIC OB�MW n B,DO M! LK E818V0 iN IK WTtRD1 CB�O IMI' M avllRACf ma er7wu F aOe I 1nAmxe FlJi BO! � DiDd aGCET tPT MPP W11dN. PK TIC 69 IOmV-POPA9.E YAItR ry uLL vvac xis wx m ruc CB eVc Gid eA9tl LBMm LPE m � tM lGl ® CS/11oE CSMIT 01s1'IOS Qum[ wA1tTeE as COO aoc Rer Prx scan CR'✓8 DPD QiIL6P aMun auemPno Livrr CR EalAi. a CAx mvi PPE 0�P dREE m wnmE � 6 IN M ItEYE CIXICP SSE P4R Oip CPf219d /pEwG 6F d CtLW tSE ral¢ C41LHm YWJmIT PAYr PA C>O.POTO UIOIIR4 PAVF1®rf Cp CC C@K COdUQ41P0 �fN. PPE 6£Nd Oef l PE PE PE PfIIL 96K PW1 A.9 PILTEMIIFAE CCPI E®f¢T PO PAOC C96f C]dr laV5mlCf Ca(INIA�RI fl FN PauFr OF N1Er1FCilai PiAE � tPLa axamArua CaFtlp PL PACflAI'r LPE lMD ANYLIOR IiLV CV QA.VtRf dmf VN.Vff P0.T M R P®.lEiNttFNE PORR PaE CT aQBC TNn PRP � �. aid a.1I9d Bt1'ERf mwe PS P9 P19P STAme Pa Ws PQ PS1A4 Bld RPI. GIP @PltFll®1 eE9d ItlW1 Mm PAI PIE PRRWdN. 4RVElda WPP9l PEOUMNf LIIM W aiAtTPR PY PLIC YALVE 011 � GltMOO ae:18E Pat PPE PVC OIT Pt&VV9tln Old PPE CWNIBY 005 OW OOSsi CPAOW RFD R a P,VaLS POgT 1- eCY CICC CAVLWY � W iM .ItDff eM. RCAP G EFF EAd 6fILFNf Hro PtNO� C[i�m PP6 ¢Ev Pae InEYAm+ Pe®d o»Pcm e� Isn Ew P.00E IP' PAYBiNi IPSM E9tr EP EA�{f GGI MY IPl OT IOm1C!•D P ZWff �O ENST !]ml@N EkF Jf FRIX9d SM RY My FPl Mm �R tf CAY FD PIS d Nd SW Si1RIMr 4.VPR P➢E9 FOOT PICA C4Pf O 0M11Qi P�1lGlhH 19AmR �r MDla�dfA1O! g sd SD �. so®LeS STCWI CRARI FA A iLAMiD ADAFRR PH9i FIDd �f �IIM iG P1DN® ttiklsw MMIlA g M Sa1A� 4EET seer PM FW P/O: M'rLLtAMi AX 1Y gP� 4PLYe 9�11rA1E18 Pta PL PINPQ NDY LPE � 8s SPtAIE STASIFSII 31®. � x P� YAK v¢T sT0. sm xAl� xAtmD� FOi °A ROIIn °'� sit. sOR1. a �D1 x m s51A6 TARDY msPx WLv ouvDP�a Tm 'nP AW SOfid Ced � mIDaTQ mY TT[IOPaURY � cV. u@a sim. PPe m 1¢ iFRPUaRY CdSIRCM! PA'm@tP 1c d W oAY Wx ti1LdY FPR tERlfe mr TD T®PTMBr TAPA4A ov IE ture vuve awsE � Yd nFc m? � eAea 1♦m tltPe SAL RRt2TRat �. M31 nl�iT Pa.YEOMAE. TCC mS ftP Q' CdO�le mP a ffiAS tma. M�C1 FFAPP:tL MARIo?t fleK� CaPIlaO ms tENo TQ ff' WLL TARN: 9EEV4 A!D VXK Nf w Ie]iR FKKY Pam mm UG TYPX:RL 1W]ZQ �mAL INS YNm ua YAC wsat£ ALmNATFN COWENT m o OH4sT 01NA=Tg11 wuemx � we vcar MIP® QAY PK IaYA� �xr aeaaxr wFnw. w py 000As pye�r YNI Vf16El 'feRi1GLLY\lKYWMMlY P P Bml P!E � P/a VM arr ,e .IAdCiRI OOX a mm w S LAT 'T anu'IOI tAiD1u W m Wx Wwm eE1CR V IPS tHEIa iEEf LnP PROS s4R vP w W PPE Wm REOAYA1iIDi vAsm LY L&T Yalld YAm 9kiM2 LT tH. L6r !� Mm LEV6 PPF Mm IER'12E bR FPIetlC _ ® ./® ®. .. •. _i / D. GENERAL UTILITYNOTES: I ALL WORKMATERIAL CONTRACT DOCUMENTS WHICHS*WL INCLUDE BUTIVOTBE LIMITED TO THEAGREEMM SPECIFIC CONDITIONS METHOD OFPAYMENT. AND THE CITY OFOCOEEENGINEEMNG STANDARDSMANUAL 201ZEDMON. CONFLICTS BETWEEN THEENGINEERING STANDARDS MANUALAND SPECIFIED REQUIREMENTS OR INSTRUCITONSSHAU, BERESOLVEDBY THE MORE STRINGENT REOUIREMENTS, Z THESE NOTESAND OTHERREFERENCES WNW THE CONTRACTDOCUMENTS To ANYSPECIRCAR77CLE OF THE ENGINEERING STANDARDS MANUAL SkAU NOT BE INTERPRETED TO EXCLUDE ANY OTHER REOVIREMENTSN07DIRECTLYMEN77ONED64 MN7'HEENCINEEPING STANDARDS MANUAL. 3 THE CITY OF OCOEE ENGINEERING STANDARDS MANUALS PURPOSE IS TO PROVIDEDIREC17ON TO THE DEVELOPMENT COMMUNITY FOR THE IMPROVEMENTS TO BE DEDICATED ANMR MAINTAINED BY THE CfTYAND TO SUPPLEMENT CONTRACT DOCUMENTS M TH SPECIFICA )TONS, MATERIALS AND TESTING REQUIREMENTS THE CONTRACTOR SHALLINTERPRErAPPUCABLE'REFERENCES TODEVELOPER. OWNERANDIOR DEVELOPERS PERSONNEL INCLUDING ENGiNEERAS'CONTRACTOR. ANYRSFERENCE WITHIN THE ENGINEERING STANDARDS MANUAL TO'CITY ENGINEER' AND UR "ENGINEER"SHAD. MEAN 'U'DUTIESIDIRECIOR* 4. CONTACT THECITYOF OCOEEUOU77ES DEPART&ENTAT407-W&31$9fEMERGENCYAPTER-HOURS407- 428,57661. 5 CITY OF OCOEE WATER, WASTEWATER ANDRECLAJUED WATER VALVES, PUMPSTAT?ONSOR OTHER UTILMYINFRASMUCTUREARIF TO SEOPERATED ONLYRYCITY OF OCOEE PERSONNEL 6 CONTRACTORSHALL COMPLYWrrH CHAPTER SM FS,'UNDERGROUNDFACILITYDAMAGE PREVCN77ON AND &4FBTYACrAND CHAPTER 50, ES, -FLORIDA TRENCH S4FETYACT PARTIV' 7. CDNTRACTORWUCOA4PLYMMALLCONDMONSOFTHEFLORIDASrATUESIF.&)WPTERS56: 'UNDERGROUND FACILMY DAMAGE PREVENTIONAND SAFETY ACr WHICH SHALL INCLUDE BUT NOT BE LIMITED TO, CALLING -SUNSHINE 81 IWFORE EXCAVATfOR(S). 8 CONTRACTOR SHALL EXERCISSEXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MQNa WASTEWA76R FORCE AND GP4 WTY MVNIL AND RECL41MED WATER MAINE. WATER MAIN FORCE MAIN, MV17Y MAIN AND RECLAIMED WATER MAIN LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED, THE CONTRACTOR IS RESPONSIBLEFOR FIELD VERIFICATION OF EXISTING UTILITY LOCATIONS 9 CONTRACTOR SHALL FIELD VERIF(THEE)CSTENCE AND LOCA77ON OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES. EXTREME CAU TION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS, CONTRACTOR SHALL BRING ALL CONFLICTS TO THE aTYS ATTENTION. 10. CONTRACTOR MUSTCOOMNATE MTHALL OTHER UTILITY OWNERS FOR RESOLUTION OF CONFLICTS. CONTRACTOR SHALL, HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY UNKNOWN OR UNFORESEEN CONFLICTS COORDINATION COSTS INCURRED SHALL BE BORNE BY THE CONTRACTOR It CONTRACTOR SHALL StePORTAND PROTECTAU EVS77NG UITUDES'ANO SHALL BE RESPONSIBLE FOR COORDINA77NG MTN UTILITY OWNERSAND FOR PROVIDING TEMPORARYSUPPORTFOR UOUTY POLES AND ALL OTHER LML177ESDURING CONSTRUCTION IZ NO VALVESO*S, METERS, POPPONSOFAMAWOLES, OR GINEPAPPURT.-NANCES OFANYKIND RELATING TOCONrACMPSWOM(SHALLBELOC4TEDINTWCM, SIDEWALK, RWWAYAND)OR DRIVEWAY UNLESS SPECtFICALLY NOTED ON THEPLANS ORDIRECTED BY THE ENGINEER, 13. WNEREREOUIRED; ATNO ADDITIONAL COST TO THECITY, THECONTRACTOR SHALL USE TEMPORARY SHEETING ORTRENCHBOXESTOMINUeETNESIZEOFTHEEXCAVATLONSAND PROTECT EXISTING ROADWAYS UTILITIES AND 07HER FACILITIES ORASNEEDED TO REMAIN WITHINTHE LINT$ OF WATER WASTEWATERAND RECLAIMED WATER SYSTEMOENERALROTES' 1, THISPROJEC71S EXCLUSIVE TO WATER (POTABLE) SYSTEMAND SANITAPYa-VIBIPORCE MAINS; AND SP5CIPIC NOT5SAN=R REFERENCES GRAVITY SAWTARYSEWER ANDIORPSCLAWED WATER CONSTRUCTIONNOTES SHALL NOTaE GERMANE TO THIS PROIECT, I PAVEMEMrRSWOVAL AND REPLACEMENTSWU DEBASED ONARTICLE3,911,12AND 12'.•ENGINEERING STANDARDS MANUAL PAVEMENTSECTION SHALL BE TO STANDARDA, 2ASHPAHLTSERVICE, 6' LIMERDCK BASE (OREQUAL) AND 17STMLIZED SUBBASE 3. WATER MAINMAYBEINSTALLED USING 774EDIREC71ONAL DRAUMETHOD BUT SHALL BE LIMITED TO MAWS FROM NOMINAL SEES OF 4'70 121. DIRECTIONAL DRILL MATERIAL SHALL BE HIGH DENSITY POLYETHYLENE MATERIAL AND METHODS SHALL BE INACCORDANCE WTH'AR77CLE 31ENGINEEARKI STANDARD'. PAYMENTFORTHISMETHODSHAUUTIWZESIMILARDIRECTSURIALMETHODANDSHALL. NOT RESUL71MADDITIONAL COSTS 70 THE CITY, I CONTRACTORSPALL)tLUSHDISINFECTAAfDPSIZMRMHYDRDS7-A)7CTES77NGOFCONSMUCMWA7ER MAINS INCLUDINGAUSERVICES. VALVES. HYDRANTSANDAPPURTENANCES PERAFMCLE31: ENGINEERING STANDARDS MANUAL, CONTRACTOR SHALL COORDINATE WITH CWPERSONNEL, WITH 48 HOURSW077CF THECOLLECTION OFANO CONVEYANCE OFSAMPLES TOA CITY-APMVEO TESTING LABORATORY, CONTRACTOR SHALL REIMBURSE CITYFORALL FAILED"MATERIAL TESTING SAMPLES. S. ALL alSVNG UAINSSHALL REMUNIN SERVICEUNTX THEPROPOSED MAIN(S) AREACCEPTFD FOR SERVICEAND CLEARED FOR SERVICESYFDEA CONTR4CTORSt4AUCOORDINATEMTHCffYFOR THE CITY TO RELO[ATEEXIS7ING WATERMETERS TO NEWSERVICES, CONTRACTORS WORK WILL NOT INCLUDE RELOCATING, ADJUSTING, ANaIDR?VNG4NEXISTING METERS. 6. CITY"UPROWDERS45OWSLEAtMNEC6SMYWATERFORCONSTRUCIIONTHROUGHA CONSTRUCrIONMETEPINCKFLOWJUA4PER ArNO COST TO THE CONTRACTOR CONTRACTORSHALL SUPPLYJUMPEPORUAYCHECKOUTAG"T OMEDCONSMMnOMME7ERIBADnOWHYDRAW METER, CONTRACTOR SHALL BERESPONSIBLEFOR LOSS OF OR DAMAGE TO THEHYDRANI'METER. 7, PIPEMATERIAL, INCLUDING FITTINGS, SHALL 88 PER'ARTICLESt ENGINEERING STANDARDS MANUAL. a ALL POLYETHYLENE 7UBtNG, SERVICES AND MAINS Sk4U BE CONTINUOUS MM THEMINiMUMFYRINGS AND SHALL BEJOINED EXCLUSIVELY BYUnLMAfG COMPRESS00*YPEFITTINGS WITH CONFINED GRIP SEALS AND COUPUNG NUTS. 9, POLYETHYLENE WRAP OR ENCASEMENT IS NOT REQUIRED FOR THIS PROJECT. I(L DE-W47EIVIVaSHALL BE PROVIDED DURING CONSTRUCTION TO KEEP GROUND WATER a9V477OAf TO A MINIMUM OF 8 INCHES BELOW PROPOSED WATER MAIN. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A CONSTRUCTION PHASING PLAMSCHEDULE FOROTYAPPROVAL PRIOR TO FOURTEEN (14) DAYS BEFORE BEGINNING CONSTRUCTION. PHASING PLAWSCHEDULE SHALL INCLUDE TESTING, SAMPLING AND EDER CLEARANCE MILESTONES AND COMPLMDWORKDATE 12 ALL THRUST PR07ECIION SHALL BE BY RETAINING GLANDS UNLESS SPECIFICALLY CALLED OUT IN PLANS OR AS APPROVED BY THE ENGINEER. 11 WATER MAIN SEPAPA77ONS FOR ENVIRONMENTAL HAZARDSSHAU BE INACCORD40CE WITH EDER REQUIREMENTS AND Of? AS SPECIFIED WITH THE PLAN DETAIL m, comwmn WORK WILL:No r iNcwaE THE ABANDONMENT OF WATER LINES UNLESS SPECIFICALLY ADDRESS IN THE CONSTRUCTION PLANS. REOUMEDAS.9&7LT[M:ORUAT70KNOTES: EROSIONCONIROLNOTES: t CONTRACTOR SHALL PROVIDE aTYW"ASmBUILTDRAfflNG OCCUMWAPON CERTIFIED SYA 1. 71* cank=tar shag pvW# tompan a kn md w%wdlon meal 41 &=rdm vAh NPOES ffS4 peoll mqm- Z —wdWs —um shOpmfed Vv condilbn MeAling sbpw md =fmIsedmnf&IVm andWid4yWila REGISTERED FLORIDA LAND SURVEYORAS DESCRIBED IN 7WEFouommG n'sm "t—tm aw wwbm's wghln fimO that aw"ble I* VAI m"loty des havMg 2 AS-SUXTPLANS*HOR,70ffTAt CONTROL SHALL BE BASED ONFLORUM STATE PLAIN COORDINATES VERTICAL CONTROL SHALL BEa4SEDONNADS3 3. CONMOLSHALL BE PROVIDED ONALL WATER SYSTEUSINCLUDING BUT NOTUINTED TO MAINS FITTINGS SERVICE CONNECTIONS (BOTHENDS), VALVESRREHYDRWSANDAPPURTEMANCES. AS. BUKT-PIANs SHALL NOTE ALL DEVIAT7oNsmoupLAHs imauDiNG stzEs; MATERVALS, AND DEFLECTION BO7WVrRTlCALAND HORrZONTAL 3. st- 4, 'AS-BtgLrINFORW7?CNSUBMn7EDMTHEC47YSHAUWSU8MrfrEDBOTHlAfPAPERANDaECTRONIC (AUTOCADDWG)FORUATS. THEDATAL4tST8EACCUR4T&CLFARANDLEGIBLCTOS471SI-YTHECaY THATTHE INFDRWTIOMPROVIDESA TRUE REPRESENTATION OF THEIMPROVEMEN73 CONSTRUCTED. 4 !L T74ES"MDOA7AMUSTEECER77FIFD(VGNEDANDSMOWNEAtAPPUC46LE)BYASTATEOF FLORIDA UMSED PROFESSIONAL LAND SURVEYOR m OakdaudAve. City of Ocoee, Floiida REMOVE AND REPLACE 1" " WATER SERVICE CONNECTION CONST 215 LF OF 8"PVC ( TYP ) ttt SAN SEWER � 0.3%SLOPE - SCALE: i"=40' ( 4:. \` CONST 40 LF OF 8' PVC I INSTALL 6" SAN SEINER LATERAL w/CLEANOUT CONST 88 LF OF 8"PVC o 40 \� `fit .� SAN SEWER 0.3%SLOPE i (TYP) SAN SEWER @ 0.3%SLOPE `S AWM's CONST SAN SEWER MH•2 EXIST Z' ND 6'TO V CONST SAN SEWER MH-1 ? - \ ?' BE REMOED 1 / 'I CONST SANS BEMI1 \!' a an -.r-5 ----0w---- -- - -- 2t . z .- 20+ F .----i" F--,--'--r— r W. OAKLAND Ave _____m_--_-m_____ -m____r-m r . �. .;.-. I I R 0+18.4 7 SR �+1O �' a*. TA2+70 G) 1CONNECTTO \ EXIST 6'WMr NSTBI VdM ` V l� r / INSTALL: DIRECTIONAL DRILL 200 LF t i INSTALL %l/i%� j I INSTALL / i 1-6„ GV Y OF 12" DR17 HD ( 1-6" GV i� CONST 6" 1-6" TAPPING SLEEVE AND VALVE 1 . I I\ ' � / 1-OFFSET ARV ASSEMBLY (CASING)w/G'DRI7 HDPE I 1-OFFSET ARV ASSEMBLY DI WM 1-6" 22.5° BEND � 1.6" 1t25° BEND 1-e" HDPE///DI sx- WM (CARRIER) ADAPTER 1-6" HDPE / DI ADAPTER , 122 122 .PROP AN MH- PROP_.ANS RMH-3 9ROPSANSEN/ERMH RIM EL=118.92 --_-_ RIM EL=918.19 RIM EL= `Ex16T. rl 'PROP. GRADE ® PGL RT 116 OP. G � PROP. GRADE ®PGL LT ..... ._... .__. -.. CONNECTTO._... _... ...... _.. .._. PROP 6"WM EXIST 6"WM _ PROP 6" WM 14 114 _ •,' 114 _ ,p, -- _ __ ___.._ PROP 6" O__R17_. _. HDP__ E WM INSTALL 8" CAP Cn •, „ W 12' D 17 HDPE CASING _._ GOB. ZO' ,�,62`PEPE. W INV = N3.35 CONST 68 LF OF 8"PVC ANSEVJER-�0:3P,kS - INV=IIZ42 EINV=112.64 C�^iHS[. 60' OF\NE EINV=113.4 6 etc CONST 220 LF OF 8"P C _... _... __. _... --N&T-49-L R SAN SEWER __. C0td5P. 00' OF Ia" PIPE 110 110 (ROTATED FOR CLARITY) NW INV = 112.54 L _ 106 106 19+00 20+00 21+00 22+00 23+00 24+00 25+00 Oakland Ave. City Of Ocoee, FloridaT ycax o ,y". �, OAIQ 4NDAVE PLANAND PROFILE STA 20+00 TO STA 25+00 j Lbw. n E I fa4r SW S£riE4 MH a B" DI WM - CITY TO DETERMINE .� LENGTH OF REPLACEMENT ( ! H e .wc rer✓-fo7os INSTALL 6' SAN SEWER SCALE: 1"=qo' I 88'P.0 NV f07°08 t M8'PYC hW fOT.fff .8 �-` SyTp?'+5 5 2 0` i ' IN LATERAL WI CLEANOUT C <o STA 30+3517 t16TSTALL1 ' { HYDRANT ASSEMBLY y i (TYP) CONNECTTO EXIST 8"PVC CONST 192 LF OF 8' PVC a STA + I 7 11 T SEWER 0.3°!o SLOPE CONST SAN SEWER MH-4 SAN SEWER STUB -OUT CONST 344 LF OF 8' PVC INV107.28 SAN @ SAN SEWER x 00' EIREMOVED O VVM f V/ INSTALL: z 1 TO BEREMOVEDS 1$ ToSLOPE OVED 12, BENDSO GVTEE33 ``( = d u ._ _ �___ -� � .-. 11 M-$.„"'yO�P r- _ _--*--M- -H---3 .ra+ m O ` _ t - X � u, a o m ---m ---- - g ------- --- � — t .. t TA 7 67 8 R CONNECT TO EXIST 8"WM �l� "�� `" EXIST 6"WM TO BE REMOVED jj'j// _I IILLii I,k._ __I STA 26+67, 33. G.t' R - INSTALL INSTALL r")ii 1-8X6' TAPPING SLEEVEAND VALVE '-1 CONST 6"PVC WM//"�'f! CONST 6' DI WM i 1-BY6 TEE % ' ' 1-LINE STOP ASSEMBLY ! ' I CLOSE AND PLUG AND 2-6" 45' BENDS 'f 1-8" CAP f!`.! ABANDON EXIST 6" GV, REMOVE VALVE BOX. REMOVE AND REPLACE I" CONST 8"DI WM'r REMOVEAND REPLACE RIBBON 1'� CURB WATER SERVICE CONNECTION (TYR) (iYPi) ( TA +1 0 1T R 3 TA 6+67 6 T R OPEN CUT AND REPAIR is BRICKROADWAY CUTAND CONNECT TO EXIST WmA ! INSTALL: 2.8" 45" BENDS EXIST B" WM TO REMAIN 6' INSTALL; 1-6" TEE. REMOVE AND REPLACE CONC SIDEWALK PR P AN3 RIM EL=117.96 sw 118 - PROP. GRADE 0 dGL RT r,NST GRAPE 118 i�NivL.®- 114 urn I � .—. _a.__ _� ._-_._------_._._ ____- .._ 114 SAN SEWER @0.3%S E WINV=112.6 " ggg v } ca s . s""aF ss" PtrE --CCNST" OF 38" F1PE CONST, 9`0' OF } PIPE 110 GOhS G' OF 18` PIPE + _ ,�„„ 'RC CONST 344 LF bF 8' PVC SAN SEWER 0.3%SLOPE L CONN CTTO EXIST 110 I. 8' PV SEWER GOVST, 2G' OF I PIPE JSAN OUTSID 8.41 - -__ ---- -._- W INV-108.41 EINV=108.31 106 1106 25+00 26+00 27+00 28+00 29+00 30+00 31+00 N, w OaklandAve. City of Ocoee, Florida OAKLAND AVE PLANAM7 PROFILE STA 25+Op TO STA 30+76 s °' "u j j- �6 I gal+� Crowntrenchin — unimproved areas (3" min.) Clean Fill—•� %/ :,IA Existing 12' (typ.) Pipe/Main color based on use. Main (IVM) Mnln (type) g Grade � Sea Note 2. for lettering — and orientation. PIPE LETTERING NOTES: mum 1. Lettering shall be per the American Water Works Association, 2. Lettering shall be a minimum of 3/4" In height and shall be be facing up when the pipe is installed. 3. Lettering must be permanently imbedded into the pipe/main, not painted or stenciled. 4. Lettering shall be of contrasting color to pipeimain color. Rock Bedding 'F—''1 Cross Section (See Notes 2 and 6) ei _/y a #10 THHN Tracing Wire 1" max from Top of Pipe. Undisturbed Earth 'a pipe 'a Diameter `a See Note 3 NOTES: Transverse Section 1. Pipe bedding material and trench backfii shall be select common (clean) fill compacted to 95% (98% in roadway) ofthe maximum density as per AASHTO T-180. NOTES: 2. Contractor shall install crashed rock (or equivalent bedding material) where 8 pipe bedding does not provide solid support (yielding or plastic). Depth of 1. All pipe shall include the installation of #10 THHN coppertracing wire material shall be a minimum of 6", ores needed, to provide non -yielding capable of detection by cable locating equipment. support for the pipe. All unsuitable material shall be removed from pipe 2. Tracing wire shall be buried directly above the transverse centerline of the bedding unless special provisions are approved by the City. pipe. y 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch 3. End(s) of the locating wire shall be such to a can b accessed by g compaction, but shall be no greater than 15" on each side of pipe for pipes valve r locating equipment assessing the wire in a valve vault or blow -off box. Wire less than 24" in diameter (24" for pipes 24" in diameter or greater.) is required to extend 12" minimum above finished grade. 4. Water shall not be permitted in trench line during construction, 4. Unless approved by the City, early waming tape indicating the type of pipe 5. Pipe line shall be installed with bell fitting facing upgrade. shall be required. _ 6. Gravity sewer shall have 6" minimum rock bed. 5. All directional drill pipe shall have locating wire attached to the top of pipe P and shall remain on the top of the pipe during installation. & 6. All service lines shall have locating wire placed on the pipe as described in "R4 City of Ocoee detail UT405 "Ut lity Service Connection" Pipe Bedding and Trench Detail Pipe Locating Wire Detail N.T.S. , uno7 N.T.S. .—, mma Pipe Marking (Lettering) N.T.S. MPin (Mpoi MPin (typo) Maln (typo) Diameter = 2.5" to 4" 3" Tape centered along the top half of pipe. (odAI) uIi l (oeAp u�eyj iodAU u ayy Mnin (NpP) Moln (typo) Mnln (typo) Diameter = 6" to 16" Two (2) 6" Tapes along both sides of top half of pipe. (otlAa u(eW (.A0.I.W (-uujap.( Main ("P.) Maln (typo) Maly (bpa) Moin (typo) Meln O,W) Maln Mpe) Diameter =20" and larger Three (3) 6" Tapes along top and both sides of top half of pipe. Warning Tape N.T.S. WARNING TAPE NOTES: 1. Tape color shall be in accordance with (same) as main/pipe color. 2. Tape lettering shall be at least 1" In height with no greaterthan 12" m spacing. 3. Warning tape shall extend total length of pipe. Pipe Identification and Warning Tape Detail N.T.S. o— OTill f Ve. UTILITY CONSTRUCTION OaklandA WON DETAILS City of Ocoee, Flofida WIN M PVC/HDPE Restraint Table Minimum Length (FT) to be Restrained on each side of Fittings) Fittings Pipe Size 4" 6" 8" 10" 12" 16" 20" 90' Bend 18 24 32 38 44 55 74 45° Bend 10 10 13 16 18 23 31 221/2° Bend 10 10 10 10 10 11 15 11 1/4° Bend 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 minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2. All fittings shall have restrained joints unless otherwise indicated. 3. No restraints required if continuous pipe length to fitting is greater than value provided In "Restraint Table" above. 4. Where two or more Rungs are laid in4ne, use greatest restraint length for coverage. 5. For in -line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise Indicated. 6. Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand -Sift Mix.) Laying Cond@Ions: 5 7. For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. PVC/HDPE Restraint Table N.T.S. o;o". urea Pipes/Mains Separation Requirement Table Potable Reclaimed SanitarySewer Storm Sewer Horiz. I Vert. I Horiz. Vert. Horiz, Vert. Horiz. Vert. Potable 3' 12" 6' 12" 3' 12" Reclaimed V 12"71 3' 12" 3' 12" Sanitary Sewer 6' 12" 3' 12" 3' 12" Storm Sewer 3' 12" 3' 12" 3' 12" 11117 NOTES: i. The table represents the minimum separation requirements as described in F.D.E.P. rules of the Florida Administrative Code 62555.314 (F.A.C.). These separation requirements shall apply between newly proposed utility lines and existing or proposed utility lines. 2. For the purpose of this table, reclaimed water shall mean unrestricted public access rouse water as defined by F.A.C. 17-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, and the separation list for sanitary sewer shall apply. 3. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 4. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 5. Concrete encased pipes/mains shall use the separation of D.I.P. 6. Where minimum vertical separation from potable water cannot be achieved, the use of one full length (20') of D.I.P. cantered at the crossing shall be permissible. 7. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36" coverage. 8. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and is subject to special conditions and materials. Pipes/Mains Separation Requirement Table N.T.S. .,_per. um3 to COME= _ �__®� Provide one continuous loop of tracing wire with 24" of excess and toll excess tracing we in ,el. box #1D THHN Solid Wtro NOTES: 1. All pipe shall be installed with # 10 THHN solid copper tracing wire. Tracing wire must be installed directly above the pipe in a continous circuit. 2. Tracing wire shall cover all main, pipe, branches (including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12" above grade at required intervals and/or valve lids. 4. Tracing wire shall be coiled and placed In a valve box and shall be easily accesslble. 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be placed in a properly identified PVC valve boX Tracing Wire Location Detail N.T.S. crow ulsu-: Concrete Collar, See Finished Grade /Detail UT107 for details Actuating Nuttor Valve "" �—Adjustable cast iron valve box Valve box shall rest on Adjustment Ring bedding rock, not valve or pipe, and shall Valve be centered on '�— _. operating nut 6" Solid Bedding NOTES 1. PVC extensions shall not be used on valve box. 2. The actuating nut for valves shall be no deeper than 2,V from ultimate finished grade. 3. Where valve nut is more than 36" below grade, valve assembly shall include center spacing guide or extension as approved by the City Valve Box and Cover Detail N.T.S. o ,. ar .., Surface Treatment Valve Be. end Cover, tluslwith finished graded I Base/Subsoils 4" x4" X 18" (Min.) precast post with bronze disc set in grout Valve in Pavement Area N.T.S. 3" Di.. Bronze Disc anchored in concrete pad. 3 #4 Bar 16" Diamond with T' minimum concrete cover Valve Box and Cover N 6„ 72„ 3"Dia. Bronze Disc anchored in concrete pad. sz SZ Size of the main. Type: Type of valve. TT SarvPke otr.a Tr. Service: Water Reclalmed or Sanitary a Dir. & Tr. Direction to open a'4 a �- and # of Turns 3" Did. Bronze Disc 3' Dia. Bronze Disc Valve in Non -Pavement Area N.T.S. WARNING TAPE NOTES: 1. Bronze identification disc shall be required for all valves as required by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve collar shall be 24" x 24" x 6" for bronze disc applications, and 18" x 18" x 6" all other locations. 4. Concrete for collar shall be tc' of 2,500 PSI minimum @ 28 days. S. Valve box top and collar shall be even with sod, with grading transition ad over 5', Valve Collar Detail N.T.S. U-- urnv 4' x 4' Precast Concrete Vault 36" SO. 4" Ma Finished Premolded Plastic— --Cast iron frame and cover Joint Filler _ 2" Valve (ARV/Combo) Pipe Plug 2" Nipple (typ 2" Port with threaded plug ;/.. "Shut Off Gate (% Valve J \ ------8" x II" Reinforced Tap main as J Concrete Footing required ervice saddle per City of Bedding Rock Ocoee Engineering Utility Main Standards Manuel Standard Application Existing or Proposed Grade Cast Iron Valve F2"Brass Pipe Box 2" Shut Off Gate Valve with Extension ` -90" Fitting 90" Fitting 2" CoupiingJ Pipe Penetration Shall f`----'� be Grout Sealed Utility Main Offset Application NOTES: 1. Above detail is based on T' combinatton airNacuum release valve. Change pipe and fittings accordingly for other valve sizes and types. Valve sizes to be determined by the engineer and approved by the city prior to Installation. 2. The minimum dimension from top of pipe to finished grade shall be 4.0 feet 3. All Things and piping for the shall be brass. 4. Rock bedding shall extend out 6" beyond vault footing and be a minimum of 6" thick. 5. Offset application and distance from main to the center of the air/vacuum valve shall be approved by the City. Air Or Combination Air/Vocuum Release Valve Detail N.T.S. 000e« IT— OaklaiidAve. 14PUTIJUTYCONSTRUMON 03 MOB ...� ,.. .. ..,.. ■rw©rsrsc�i • e o�� • Trench Limits 0 i 7 Bars 18" Minimum \\jam\�\ \\f\�\ #4 all around (Minimum 2" coverage - around pipe and concrete. m 9" Minimum (Typ.) A' Tie rods including nuts and washers (See Schedule Below). C 4".4"x 1/2" `'rMechanicai Joints Bearing Plate #4 Bars spaced ...._. .on centers,Undisturbed As Ea(9'-0"Minimum) See trench details V, Cover for pipe bedding requirements d k i E NOTES: 1. Use of a thrust collar shall only be allowed due to special conditions and must be approved by the City. 2. Additional reinforcements shall be as specified by the engineer. 3. Minimum compressive strength for concrete shall be 3,000 PSI @28 days. 4. Bedding, backfiii, and compaction shall be as specified elsewhere in the standard drawings. i 5. All form boards shall be removed prior bac�ll. 6. Condition where allowable soli bearing capacity is less than above specified and/or operating pressure are greater than specified, engineer/contractor shall submit for 3 approval special design farina conditions) deviating from standards. 7. No allowance shall be made for friction between the pipe well and the thrust collar. k Utility Mains Thrust Collar Detail N.T.S. ucoo� trtucoo� rrtns g e c o o A , a w sw -.a o w+s Oakland Ave. City of Ocoee, ftorida caH: mG n„m „„ m u uraa:w LnYLITYCONSTRUCTION DETAILS sh m Na. • rh�k aonaa �n� m,ann r. w, ate, a.oe„o..mv Schedule of Dimensions and Materials Pipe Dimensions Tie Rods Req'd Size A B C Dia. No, 6" 2.a' 2.0' 1.0' 3/4" 2 8" 2.5' 2.5' 1A' 3/4" 2 10" 3S' 3.0' 1.0' 3!4" 4 12" S.0' 3.0' 1;0' 314" 4 i6" 6.0' 4.0' 1S' 3/4" 4 20" 8.0" S.6' 1.S' 3/4" 6 24" 9.0' S.0' 1:5' 3/4" 8 Note: Threat block areas to computed on 2,aDD L85. per so am (oat aibwabio soils pressure x7tM a vsrkir�g procauro of i5o P.S.I. and pipe eappotl at the and. Soo NOW 6 bolowcontlitiona tleNations. See Manhole Connection Detail Outside of Invert Bench UT201 Manhole Inside of tManhole Pre -Molded Flash Ail Joining Joint Sealer with Surfaces to be 'y }• Protective Wrapper pre -Primed (Wrapper to be Removed) low invert to be smoothly Monolithic sloped in the direction of Base flow with channel Wall Joint Section matching pipe diameter Invert Section Manhole Ring and Mortar in Ring Cover See Note 8 for Setting Cover "— Adjust final cover grade with 2 to 4 courses of Cone Transition brick Sae Note 4 Bituminous (Coal Tar) Coating Both Inside and Outside of Walls 4" 5" Invert Bench to three quarters height of pipe, gently sloped (12 to 1) and bituminous coated in Rock Bedding 9" Thick �•+— Extending 9" Beyond Float Tab 8" in. —C NOTES: Manhole Section 1. This detail is for cast in place standard and receiving sanitary sewer manholes. 2. Sewer main sizes connecting to the manhole shall range from 6" to 24" in diameter and not less than 2" from floor of bottom casting. All other sizes shall require separate design and approval. S. All manholes where any invert into the manhole exceeds 18" shall require a drop connection (See detail UT201), 4. Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" to 36". Concentric configuration shall require written approval by the City. 5. Receiving, forcemain connected and drop manhole shall be continuously lined with Green Monster TM liner at 90 to 110 mil thickness or approved equal. 6. Bottom casting shall be monolithic with first riser. 7. Riser between top cone and bottom casting shall be no shorter in height than 60". 8. Manhole cover to be set 1/4" above and matching slope pavement and should be set at plan grade unpaved areas. 9. All seams from structure joints, pipe connections and ring shall be WrapidSealed. Sanitary Sewer Manhole Detail N.T.S. o_o "" Precast Manhole--,,c Wall (TYP) S. S. Band Grout with Hydraulic Resilient Connector o SE ER o � Cement Around Pipe a 0 0 o U s and Bituminous Coat all ,•: Exposed Surfaces PVC or +xa<ry Cover Section D.I.P LISP 227 (AS) Cover S. S. Pipe Cover a : .•;>> Clamp Pipe Connection for Pipes Less Than 24" Section PVC Tee See Connection inflJont to Section Above for Manhole Tie -In Details (Typ) ;y Drop Connection Pipe Invert Bench`a. (See Note 2) '•, Concrete Pipe Encasement Influentto Spring Line of Pipe to Top of Manhole Bottom Slab and 6" Around Pipe PVC 90 Fitting Drop Invert Standard Drop Section NOTES: 1. For manhole details, see Ocoee UT200 Sanitary Sewer Manhole detail. 2. Drop pipe and fittings shall be of equal size and material to the influent sewer line. 3. The drop connection provided above is limited to pipe size less than 24". Alternative design must be approved by City for pipe sizes equal or greater than 24" in diameter. 4, An outside drop connection is required for all influent lines 1 S" or more above the manhole inverts. 5. Bottom elevation of drop shall be 0.1' above effluent invert. Sanitary Sewer Connection Detail N.T.S. -... ..... 321f2" 24" 35 1/2" 24" Flush Rine Section 2T' USF 1295 Ring Rine Section USF 227 Ring VARIES Manhole lining Red Brick or _ (where required) Precast Concrete '.; Risers Manhole lining Flush Casting Mount (where required) Standard Destine Mount NOTES: 1. Use Ring & Covers Detail as depicted on this sheet for standard manhole applications. Refer to UT 203 Large & Receiving Ring and Cover Detail for large (V or greater) and receiving manholes. _. For structures with top elevation at surface, use "Flush Structure casting"1300 Ring, 3. Brick shall be solid red (clay) brick meeting AASHTO M114 -Grade MW. 4, Red Brick or Precast Concrete Risers should not exceed four levels. 5. Manhole lid shall be Lettered with "City of Ocoee" (top), Sewer (center) and Florida (bottom). 6. Manhole lids shall have two (2) non-pentrating pick holes. 7. Where manhole lining (coating) is required, coating shall extend to ring sealing and coating ring's mortar bed, Standard Manhole Ring and Cover Detail N.T.S. -::' Uizce. ••• �0 � �3© City of Ocoee,III DETAILS Extent at Pavement Replacement //--Straight and Smooth Saw Cut Existing Surface Treatment 6" B iFVaries Curb Option Butt -Joint Detail Typical Cross Section Description Pavement Sections Ocoee Right -of -Way ® 2' Asphaltic Surface Course (Sp -12.5) (Trench Line- Roadway) O '10" Uhrorock Base Course © 12" Stabilization City Right -of -Way (21.6' Asphaltic Surface Course (So -12.5) (Trench Line - Driveways © 10" I-Imerock Base Course etc.) © 72' Stabiflzation NOTES: 1. All work and material for the Flexible Pavement Reconstruction shall be in accordance with the most current City of Ocoee - Engineering Standards Manual (available at OCOEE.ORG). 2 Any conflict between ESM specification and this sheets specifications shall be resolved by the more stringent requirement 3. All reconstruction material shall replace "in kind" material, but shall be subject to the minimum requirements as set forth by the ESM. 4. Backfiii and base material shall be clean and homogenous compacted to 98%of the maximum density par AASHTO T-1800. 5. Base course shall be prepared in 6" lifts maximum, and thoroughly rolled. 6. Where trench line abuts existing curb(s), construct clean butt joint with curb. in the event curb is undermined and/or compromised, curb shall be replaced. 7. For Open Cut- Rigid Pavement Replacement(PCC or Brick) refer to PWO02 Open Cut- Rigid Pavement Replacement Detail. Open Cut— Flexible Pavement Replacement Detail N.T.S. Finished Grade Concrete block or brick and mortar walle N to 4) 36 M n�mum Cover filling at both ends 1" Stainless Steel i Vent Hole "' banding strap (two per set of skids minimum) Restrained Joints%, Ductile Iron Pipe - `t 6" Minimum „T o d wood skids at 10' maximum spacing Steel Casting Pipe (See Note 2) Ductile Iron Pipe r 1" Stainless steel 4" x 4" x 4"E' banding strap ey Long treated wood skids •'" (See Note 3) NOTES 1. When construction is within footjurisdiction, additional requirements ofthe utility accommodation guide shall be met. 2. Casing spacers, as specified in section 33.4.4. ofthe manual, may be required by the city of may be substituted in lieu ofwood skids and banding strap. 3. Larger skids shall be required for pipe greater than 24" diameter 4. Where practical, casing shall extend 10' beyond edge of pavement and shall not be less than V beyond edge of pavement in any case. The city may require longer casings for deeper bores. Boring And Jacking Detail N.T.S. cocoa rrrmu 6" 6" 44 Bars (Typ. Full Encasement Cross Section Carrier Pipe Mai, :":Sand Cushion Sanitary Sewer or Transverse Section NOTES: 1. Use encasement where vertical clearance between water main and sewer is less than 72". Ductile Iran pipe may be used in lieu of concrete encasement at sewer line crossing with a length of pipe centered at the point of crossings, so as to locatejointsat a maximum distance from the sewer line Utility Crossing _Conerete Encasement Detail N.T.S, oac"„ o'rna r I. e � i• a ,{ '�7'r'7�"�OaklandAve1 MYLITYCONSTRUMON DETAILS Varies Varies Lot Line Wye With 6" Branch Sewer e 6" 45° es Size Varies Bend Clean -out Be. Note 1 To I 6" Branch Plan View Finished Grade 7- �Slope To Terminal Depth At 1.0%Minimum (Tyo) Rotate 36° (Typ.)----�••• Spring Line (See Note 3) Saw. Maln Section View NOTES: 1. Clean -out (shown hatched) shall be Installed by the builder in accordance with standard plumbing code. 2. Locate deanauts as close Ye the property line as possible. 3. Invert of service lateral shall not enter sewer main below spring line. 4. The minimum terminal depth as required for house service is 3'. Service Lateral Detail N.T,S. econa —` Property Line 3' 6" u Private Valve ar.. NOTES 1. PVC extensions shall not be used on valve box installation: 2. All water, potable, and reclaimed shuFoff valves with mans sixteen (16) inches and larger shall utilize butterfly valves. Butterfly Valve and Box Detiol N.T.S. --U—a ! Hose Nozzle Cast Maximum 6" Clearence— Box Between Finished Grade and Bottom of Nuta/Bolt Compacted Backflii 6" Bedding Rock' Hydrant Operating Nut Pumper Nozzle Facing Street 1S. Min. Above Finished Grade Valve Collar (Soe UT400) i (� MJ Hydrant 24" / Anchering Tee Fire Hydrant Assembly Detail N.T.S.-- ,. _ Resilient Seat Gate Valve and Box (See Detail) Okl.ndAvc. UTILITY CONSTRUCTION C•]�� ®iCity of Ocoee, Florida DETAILS 12111 mint Pipe End Cap ouble Meter Box (cafhc reled) Valve Box and Cover 7' Bross Coupling (See UT400) .� 3 Service Tubing 7 �— Crushed stone 6"thick extending 2" beyond box 2" Blue Polyethylene Tapped End Cap Pipe 2" Brass Coupling Cross Section NOTES: 1. All pipes and finings shall be schedule 40 galvanized steel or brass with threaded (NPT) joints except where denoted otherwise. 2. All pipe and fittings shall be in accordance with City Standards for the applicable service provided. 3. Pipe restraints shall be in accordance with City Standard Detail UT104. Blowoff Assembly l it N.T.S. � Brass Corporation Stop (1" Min.) #10 THHN Tracing U-Branch Brass Horn Wire to Match Use (1" x 114" x 3/4") 90' Angled In Color Installed Upright Curb Stops at Curb Stop Ends of Horn (Sea Note 3) Roadway Curb Concrete wash pad, 6" thick Coil Excess by 6' matching into curb. Double Meter Tracing Wire in Box and Water ExistingGrade-\Female Connect with & Box Chain-Loockak &Cap Meter (By City) Single Meter Double Meter Configuration Box and Water Double (ta" x 24") Tml Meter (By City) Rated Meter Box Service View with Single Meter Valve Cover. Sea— UT400 for details Resilient Seat Gate V. orporation Stop & Fittings (normally Ductile Iron Tee or —, AMA open) Stainless Steel Saddle CC Threads To Meter/Box Assembly 410 THHN Tracing Wire, _ Main (Potable or� Reclalmod) Color to Match Service 3D ,to 45 Service, Polyethylene Tubing, 1" min. �Doubie Strap Strap Water Main Stainless Steel Saddle Tapping Section NOTES: 1. All fittings shall be brass with compression -pack joint type connections. 2. No service line shall extend or terminate under a driveway. 3. Meter end of service shall terminate with curb stop (90°) for single service and dual hom and curb stops (90°)for dual services. 4. Meter end of service shall terminate 3' past meter location where service shalt, unless directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed, service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake or marker shall indicate lot(s) to be served. 5. Concrete curb shall be marked (stamped or saw -cut) with 'W' locating service. 6. Service connection to the main shall use approved saddle, and tapping of main shall be by a method where a solid coupon is removed. 7. Services installed under finished or existing pavement shall be directionally drilled. S. Upon approval. direct tap (no saddle) may be used on Ductile Iron Pipe. 9. Service color shall be blue for potable water and purple (magenta) for reclaimed water. Utility (Water & Reclaim) Service Connection Detail N.T.S. 3c 'a M105 uo-a�mz7 i �=� City of Ocoee, Flanrida rock NOTES of 6" 6" Thick Concrete Bottom Minimum of 6" crushed rock 4" D.I.P (typ.) 90" Fitting 1. Flush assembly material and box shall be consistent with requirements of either potable or reclaimed water. 2. In reclaimed application, D.I.P. to be painted with magenta (reclaimed) stripe. 2. Saddle or Ductile Iron tee must match outside diameter of the main. 3. All fittings and joints shall be mechanically restrained. 4" Flush Assembly Detail N.T.S, we"Y, urans i Existing GraceMXU Meter Box (FlexNet Radio Unit) Meter Dual Check Valve (Potable Water), Ford HHCH31-323-NL 90" pressicn Stop Curb Stop Fitting Ford KV43-342W-NL Private Connection Service from Main (P.E.) Sid. Single Meter View Brass Meter Connection Reclaimed Meter Connection Use Brass Meter Connection (substitute for Dual Check Valve.) "�— Dual Hom Brass with 90° Curb / Stops, Ford UV4342W-NL Service from Meter Front View Main (P.E.) NOTES: 1. Water Service shall be 1" diameter P.E. minimum. 2. Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 3. Service extension above finished grade shall be no more than 2' from back of curb. Single Family Residence Meter Configuration Detail N.T.S. o�..'r u;»o. ------- Property Lined Double Service -- Right -of --Way ® Single Service t b Main rassed Parkway idewalk Way Line Private Services Typical Metar Layout NOTES: 1. Pipes/mains in this detail are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2. For meter configuration, including fittings and box, see City of Ocoee Meter and Meter Box Detail. 3. Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4. Meters should be centered in grassed parkway, if possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. Meter & Service Location Detail N.T.S. or..ae Restraining Gland DIP Fitting HDPE Pipe or HDPE MJ Fitting //Spool Piece Welded to HDPE / (See Note 3) Maln /! Pipe Gap Separation —' Main Stiffener HDPE Pipe (See Note 6) (See Note 5) Section View NOTES: 1. The detail shall be used when connecting directional drilled sections of mains together using valves, sleeves, fittings or appurtenances. 2. This detail is limited to the use of 4" to 12" mains. 3. In cases where directional drill main must be offset by direct bury of a portion of the main, contractor may elect to use a Restrained End for both connections. 4. A stainless steel stiffener is require on Restrained End of connection when HDPE is used. 5. Spool piece for fittings or around main offsets may used alternative approved main material. Payment (if applicable) for the alternative material main shall be paid under the replaced main pay item. S. Gap between mains when connecting with a sleeve shall be no greater than 2.5". 7. The information and requirements in this detail are for directional drill connections only. Refer other connections refer to other City details. Directional Drill HDPE Connection Detoil N.T.S. --G" r,r<,c City of Ocoee, Floiida DETAnS .. l Bay Si � ` P � � ®• Ba St ' `". Bayst+ - _T r AREAS WHERE RAIL TO BE REMOVEDT lx*i^ AREAS WHERE RAIL TO REMAIN UNTIL IMPROVEMENTS m KiMV6rAvZ Ki Sim Av '�`` .... t yAL 1 _ •ft, s Cixnberland►Ave s CumbeilA�e " ti , _ wr tm {I "WU EY EXHIBIT B -PAGE 2