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Item 04 Approval of Large Scale Final Site Plan for Commerce 429 PUD, Project No. LS-2021-002
Contact Name: Contact Number: Meeting Date: April 5, 2022 Michael Rumer 1018 Item #: Reviewed By: Department Director: City Manager: 7IC Michael Rumen 1 Robert Frank Subject: Commerce 429 PUD fka Beltway 429 fka'Progress Commercial Park Large -Scale Final Site Plan LS-2021-002 Commission District #1 — Larry Brinson Sr. Background Summary: Owners: Progress Commercial Park, LLC2322 Applicant: McCraney Property Company, Owner/Applicant Site Location: The proposed project is located on the west side of Ocoee Apopka Road, east of SR 429 and 2,900 feet south of Fullers Cross Road. The site is located within the "SR 429 Business Character Area Overlay" Parcel Identification Number(s): The project site consists of four (4) parcels: 07-22-28-0000-00-026, 07-22-28- 0000-00-096, 07-22-28-0000-00-024, and 07-22-28-0000-00-066. Property Size: +/- 39.96 acres Existing Future Land Use: Light Industrial Existing Zoning: Planned Unit Development with 1-1 Light Industrial Uses. The current future land use desianations and zonina classifications of the surroundina oronerties are as follows - DIRECTION FUTURE LAND USE ZONING CLASSIFICATION EXISTING LAND USE North Low -Density Residential Orange County RCE (Rural Country Estates) One -Acre Subdivision East Low -Density Residential Orange County A-1 (Citrus Rural District) Single -Family Dwellings South Low -Density Residential City of Ocoee A-1 Vacant West SR 429 Toll Road SR 429 Toll Road SR 429 Toll Road The Large -Scale Final Site Plan proposes to develop 482,940 s.f. of Light Industrial/Warehouse use located within eight (8) buildings in two (2) phases. The property is located within the SR 429 Business Character Area Overlay. Although the Business Character Area does not intend to facilitate this type of development in the subarea, the applicant and City Staff have 1 worked diligently to develop a project size and layout that will meet the intent and desired outcomes of the overlay. Special conditions and criteria that make this project unique and beneficial will be used as new code requirements for the Ocoee Apopka Road Corridor and Business Character Area. The proposed Commerce 429 will provide the much -needed extension of Sewer Service to the area via its contribution towards a new public master lift station. Additionally, right-of-way dedication and a 12-foot trail will be provided along Ocoee Apopka Road. The applicants will improve Ocoee Apopka Road with right-of-way dedication, add turn lanes and construct a new east/west public roadway that will open new properties to development with the future extension of Pine Street. Utilities: The site is located within the City of Ocoee's service area and is proposing to connect to public utilities for water and sewer. There is an existing 12" water main and force main on the east side of Ocoee Apopka Road; however, sewer will be provided and designed to connect at Clinger Cove under a separate agreement. Transportation / Traffic: The proposed Large -Scale Final Site Plan provides for direct access to Ocoee Apopka Road and will create a new east/west public road that will eventually connect to the extension of Pine Street. Turn Lanes on Ocoee Apopka Road are designed and approved by Orange County. Drainage: The subject site is located within the Apopka Drainage Basin and, therefore, must meet the requirements of Section 11.7(a) SJRWMD Management and Storage of Surface Water Handbook and Wekiva Study Area Best Management Practices (BMP's). A St. Johns River Water Management District approval has been obtained. Recreation and Open Space: No impacts on recreation facilities are proposed. The applicant will be required to provide thirty-five (35) percent open space. Special Districts: The site is located within the Wekiva Study Area but does contain one of the protected features. Issue: Should the Honorable Mayor and City Commission approve the Large -Scale Final Site Plan for Commerce 429 PUD? Development Review Committee Recommendation: The Large -Scale Final Site Plan for Commerce 429 has been reviewed by the Development Review Committee and after final comments will be singed off for Approval for site construction. Recommendations: Staff recommends that the Honorable Mayor and City Commission approve the Large -Scale Final Site Plan for Commerce 429 PUD. Attachments: Location Map; Aerial Map; Commerce 429 PUD Large Scale Final Site Plan; Financial Impact: None 0 Type of Item: (please mark with an `x ) ❑ Public Hearing ❑ Ordinance First Reading ❑ Ordinance Second Reading ❑ Resolution © Commission Approval ❑ Discussion & Direction ❑ Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by For Clerk's Dept Use: Consent Agenda 0 Public Hearing ❑ Regular Agenda N n Progress Commerce Park PUD Aerial Map OWNER/DEVELOPER PROGRESS COMMERCE DEVELOPER: PARK, LLC 189 S. ORANGE AVE. SUITE 1170 ORLANDO, EL 32801 LEGAL DESCRIPTION: COMMERCE 429 LEGAL DESCRIPTION PARCEL A (PARCEL 10 07-22-28-0000-00-026 THE SOUTHEAST QUARTER (1/4) OF THE NORTHWEST WARIER (1/4) OF THE OF THE NORTHEAST WARIER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 26 EAST, ORANGE COUNTY, FLORIDA: AL50 BEGINNING AT THE SOUTHEAST CORNER OF THE SWIHWEST WARIER (1/4) OF THE NORTHWEST OVARTER (1/4) OF THE NORTHEAST WARIER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOYf,T5HiP 22 SOUTH. RANGE 28 EAST. RUN SOUTH BB DEGREES 15 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE OF THE SAID SOUTHWEST WARIER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST OUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) 31.00 FEET; THENCE NORTH 0 DEGREES 13 MINUTES OD SECONDS WEST 336A FEET TO THE NORTH THE Of SAID SWTHWEST QUARTER (1/4) OF THE NORTHWEST OVARTER (1/4) OF THE NORTHEAST WARIER (1/4) OF THE SOUTHWEST QUARTER (1/4); TNIXON HENCE N86 DEGREES 03 MINUTES DO SECONDS EAST 40.00 FEET TO THE NORTHEAST CORNER IDA THE SAID SOUIHWEST QUARTER (1/4) OF THE NORTHWEST WARIER (1/4) OF THE HORIHEAST QUARTER (1/4) OF THE SOUTHWEST WARIER (1/4); THENCE SWIM i DEGREE 18 MINUTES 40 SECONDS WEST 336. 93 FEET TO THE P014T OF BEGINNING, ORANGE COUNTY, FLORIDA; TOP THEIR WITH: THE NORTH HALF (1/2) OF THE SOUTHEAST WARIER (1/4) W PHE NORTHEASI WARIER (1/4) OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; AND THE SOUTH HALF (1/2) OF THE NORTHEAST OUARTER (1/4) OF THE NORTHEAST OUARTER (1/4) OF THE SOUTHWEST WARIER (1/4) AND THE SOUTH HALF (1/2) OF THE SOUTHEAST WARIER (1/4) OF IRE NORTHEAST WARIER (1/4) OF THE SOUTHWEST WARIER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. AND THE SOUTH WARIER (1/4) OF THE WEST HALF (1/2) OF THE NORTHEAST WARIER (1/4) OF THE SOUTHWEST QUARTER (1/4). LESS THE WEST 2 ACRES THEREOF. SECTOR 7, IOMSIIP 22 SOUTH, RANGE 28 EAST. ORANGE CWNTY, FLORIDA; ALSO TOGETHER WITH: THE NORTH HALF (1/2) OF THE SOUTHWEST WARIER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SWTIWESI WARIER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. 5UBXCT TO RIGHT OF WAY FOR OCOEE-APOPHA ROAD (AAA STATE ROAD NO. 437) ALONG THE EAST SIDE OF THE PROPERTY. PARCEL B: (PARCEL ID 07-22-28-0000-00-096) A PORnON OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS 300'X 5140. PAGE 1053, AND THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140. PAGE 15D5, PUBLIC RECORDS OF ORANGE COUNTY, RORIDA, LYING AND BEING IN THE SOUTHWEST WARIER 0/4) OF SECTION 7, TOWN541P 22 SOUTH, RANGE 28 EAST, CHANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMERCE AT THE NORTHWEST CORNER OF THE 5WTHWEST QUARTER (1/4) OF SECTW 7, TOWNSHIP 22 SOUTH. RANGE 28 EAST, ORANGE CWNTY. PLORIDA, SAID POINT BEING A 6 INCH BY 6 INCH CONCRETE MONUTAENT: THENCE SOUTH DO DEGREES 18 MNUTES 20 SECONDS EAST, ALONG THE WEST LINE OF THE SOUTHWEST WARIER (1/4) OF SAID SECTOR 7 FOR 1321.69 FEET TO THE NORTH LINE 0, THE SOUTHWEST WARIER OF THE SOUTHWEST WARNER (1/4) OF SECTION 7; PIERCE NORTH 87 DEGREES 51 MINUTES 01 SECOND EAST ALONG THE NORTH UNE FOR 524. 53 FEET TO THE EASTERLY UNTED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, STATE ROAD NO. 429, ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY PROJECT 140, 75320-64BO-6D2/603 AND THE PONT OF BEGINNING; THENCE CONTINUE NORTH 87 DEGREES 51 MINUTES O1 SECOND EAST ALONG SAID EASTERLY LIMITED ACCESS TIGHT -OF -WAY LINE FOR LOGO FEET; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 520.02 FEET; THENCE NORTH 87 DEGREES 51 MINUTES 02 SECONDS EAST ALONG 5AID EASTERLY LIMITED ACCESS RIGHT-OF-WAY L1NE FOR 290.85 NET; IHENCE NORTH ON DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 1273.05 FEET TO THE EASTERLY UNE OF TIE AFORESAID PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS EGGS 5140, PAGE 1052; THENCE SOUTH 19 DEGREES 52 MINUTES 25 SECONDS EAST ALONG SAID EASTERLY LINE FOR 21,38 FEET; THENCE SOUTH 42 DEGREES 23 MINUTES 10 SECONDS EAST ALONG SAID EASTERLY LINE FOR 135.00 FEET; THENCE SWOS DECREES 11 MINUTES 50 SECONDS EAST ALONG SAID EASTERLY LINE FOR 203.00 FEET; THENCE SOUTH 12 DEGREES 16 MIY UTES 38 SECONDS EAST ALONG SAID EASTERLY LINE FOR 17200 FEET; THENCE SOUTH 16 DEGREES 26 MINUTES 18 SECONDS WEST ALONG SAID EASTERLY UNE FOR 137. 99 FEET; PHENi CE 5WIH 06 DEGREES 41 MINVIES 41 SECONDS EAST ALONG SAID EASTERLY THE FOR 220.0Q FEET; THENCE SOUTH 40 DEGREES 17 MNUIES 22 SECONDS EAST ALONG SAID EASTERLY LINE FOR 395.00 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 08 SECONDS EAST ALONG SAID EASTERLY LINE FOR 43.00 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALONG SAID EASTERLY LINE, AL50 BEING THE EAST LINE OF WE NORTHWEST WARIER (1/4) OF THE SOUTHWEST WARNER (1/4) OF SAID SECTIYT 7, FOR 610.07 FEET TO THE NORTH LINE OF THE SOUTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7; THENCE SOUTH 87 DEGREES 51 MINUTES DI SECOND WEST ALONG SAID NORTH LINE FOR 626.00 FEET TO THE EAST UNE OF THE AFORESAID PARCEL OF LAND DESCRIBED IN GFnCIAL RECORDS BWK 5,40, PAGE 1505; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALU G SAID EAST LINE FOR 328-65 FEET; THENCE SOUTH 87 DEGREES 51 MINUTES 01 SECOND VLSI ALONG THE SOUTH LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOR 5140, PAGE 1505 FOR 34.27 FEET TO THE AFORESAID IGH EASTERLY UNITED ACCESS RT-OF'-WAY LINE OF THE WESTERN BELTWAY; THENCE NORTH 01 DEGREE d3 MINUTES 28 5ECONDS WEST ALONG END EASTERLY LIM TIED ACCESS RIGHT-OF-WAY LINE FOR 328,32 FEET TO THE PONT OF BLURRING. PARCEL C: (PARCEL ID 07-22-28-WIXT-00-024) THE WEST 2 ACRES OF INC SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 CAST, LESS THE SOUTH 75 FEET OF THE NORTH 150 FEET OF THE WEST 100 FEET THEREOF, ORANGE COUNTY, RORIDA. PARCEL D: (PARCEL ID 07-22-28-0000-00-066) THE SOUTH 75 FEET OF THE NORTH ISO FEET OU THE WEST LOD FEET OF THE WEST 2 ACRE OF THE SOUTH 1/2 OF THE SWTT(MST 1/4 OF THE —THEASI 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THE CWHTY, FILM THE ABOIE DESCRIBED PARCELS CONTAIN A TOTAL OF 39S65 ACRES, MORE OR LESS. Fi641 11k OCOEE, FLORIDA TF'r1It5 FUIJers F 0 FS 5 C A Crov,n =oint I,t .I E, u, , 'L xLt 11SE ESTHER "1'tlEv T C P,&4 k, - ' Ocoee a0P, _� ... P}7Y1 x2]d <S Winter - Garden - r ll'A5L5 4251 te� Cf gN (b0 R7F r.,. MwOrvdie ,P,P r;elcc. C r 4 (so, YUr dIF i 51) P Ville Nr alE I i NI, i,z6 Ins F[Y F f.IF Beulah F ..:E?o . _ I �.91 1 +zsj Gotha IAIA rcu'. NOT TO SCALE LOCATION MAP SEC 7, T)VP 22S, RNG 28E PROGRESS CCIATIERCE PARK, LLC 189 S. ORANGE AVE, SUITE 1170 ORLAND0' FL 32801 561-478-4300 SCARPE14 TERCaf,1CCRANEYPR0PERTY.COM SMILEY & ASSOCIATES, INC. 1928 COI,IMERCE LANE, SUITE 2 JUPITER, FL 3345E 561-747-8335 )A SI.IILEY@SMILEY-ASSOCIATES.001.1 SURVEYOR BISMAN SURVEYING & MAPPING ARON D. BIS.IAN, PS61 13610 GRANVILLE AVE. CLERMONT, FL 34711 407-905-8877 AN ON 98ISHMANSURVE)IING.MA ARCHITECT C4 ARCHITECTURE 135 W. CENTRAL BLVD. ORLANDO, FL 32801 407-363-6136 CSTRANAHANCa'C4ARCHITECTURECOH INDEX OF SHEETS 11 T _ .0 e REV.. DESCRIPTION SUR1 BOUNDARY & TOPOGRAPHIC SURVEYSUR2 BOUNDARY & TOPOGRAPHIC SURVEY SUR3 BOUNDARY & TOPOGRAPHIC SURVEY SUR4 BOUNDARY & TOPOGRAPHIC SURVEY SSSP1 MASTER SITE PLAN biSP2 SITE PLAN SECTIONS GN GENERAL NOTES DI EXISTING CONDITIONS GU GENERAL UTILITY PLAN C1 OVERVIEW PLAN C2 PAVING, GRADING & DRANAGE PLAN C3 PAVING GRADING $ DRAINAGE PLAN C4 PAVING, GRADING & DRAINAGE PLAN C5 PAVING, GRADING & DRAINAGE PLAN C6 PAVING, GRADING & DRAINAGE PLAN C7 PAVING, GRADING & DRAINAGE PLAN C8 WATER & SEWER PLAN C9 WATER & SETTER PLAN CIO WATER & SEWER PLAN C11 WATER & SEWER PLAN C 1 2 WATER & SEWER PLAN C 1 3 SIGNAGE & STRIPING PLAN C 1 4 POLLUTION CONTROL PLAN C 1 5 PAVING, GRADING & DRAINAGE DETAILS C16 PAVING, GRADING & DRAINAGE DETAILS C17 PAVING, GRADING & DRAINAGE DETAILS C 1 8 PACING, GRADING & DRAINAGE DETAILS C 1 9 SIGNAGE & STRIPING DETAILS C20 POLLUTION CONTROL DETAILS C21 WATER & SETTER DETAILS C22 WATER & SEWER DETAILS C23 SEWER PROFILES C24 SEWER PROF LES C25 LIFT STATION Digitally signed r by Mark C Smiley IIDate:2022.03.17 20:01:17-04'00' 1290 OCOEE-APOPKA ROAD OCOEE, FL 34761 PARCEL A: (PARCEL 10 07-22-28-0000-00-026) SURVEYORS NOTES THE SOUTHEAST QUARTER (1/4) OF ME NORTHWEST QUARTER (1/4) OF THE OF THE 1. 140T VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL, OR DIGITAL NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SIGNATURE AND SEAL OF A FLORtDA LICENSED SURVEYOR AND MAPPER. PRINTED COPIES SOIM, RAI4GE 28 EAST, ORANGE COUNTY, FLORIOA: OF A DIGITAL SIGNED AND SEALED SURVEY ARE NOT VALID. ALSO: 2. LANDS SHOWN HEREON WERE BERMTED BY FIDELITY NATIONAL NILE INSURANCE BEGNNINC AT THE SOUTHEAST CORNER OF THE SOUTHWEST WARIER (1/4) OF THE COMPANY COVIVIMENT ORDER NO. 8277620, DATED 02/19/2020 FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, AND OTHER INSTRUMENTS OF RECORD. NORTHWEST QUARTER (1/4) OFTHE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST WARIER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 26 EAST, RUN SOUTH 88 DEGREES 15 J. REVSIONS DO NOTCONSRNTE A RE -CERTIFICATION OF THE EXISTING FIELD CONDITIONS MINUTES WESL ALONG THE SOUTH LINE OF ME SAJO SOUTHWEST QUARTER (1/4) OF THIS SURVEY. OF THE NORTHWEST QUARTER (i/4) OF ME NORTHEAST QUARTER (1/4) OF THE SOUTHWEST SOGOSECONDS TER (1/4) 3LOO FEET, THENCE NORTH 0 DEGREES 13 MINUTES SECONDS MST 4. BEARINGS SHOWN HEREON ME BASED ON! FILE EAST LINE OF ME SOUTHWEST 14 OF / 336.42 FEET TO THE NORTH LINE OF SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST SECTION 7-22-2H, AS BEING 501 V4'I4'W (ASSUMED). QUARTER (1/4) OF THE NORIHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4), THENCE NORTH 88 DEGREES 03 MINUTES DO SECONDS EAST 40.00 FEET TO ME NORTHEAST 5. THE DESCRIPTION SHOWN HEREON WAS SUPPLIED BY THE CLIENT. CORNER OF THE SAID SOUTHWEST WARIER (1/4) OF THE NORTHWEST QUARTER (1/4) OF ME NORTHEAST WAR TER (1/4) OF THE SOUTHWEST WARNER (1/4), THENCE SOUTH I 6. UNDERGROUND 1UPROVEMEITS AND INSTALLATIONS HAYS NOT BEEN LOCATED. DEGREE 18 MINUTES 40 SECONDS WEST 3M.93 FEET TO THE PONT OF BEGNNING, ORANGE 7. THE ELEVATIONS SHOWN HEREON ARE BASED ON NAMES DATUM PER ORANGE COUNTY COUNTY, FLORIDA; BENCH MARK NUMBER DE-B-T ELEVATION = 115.767. TOGETHER WITH: a THE LANDS SHOWN HEREON LIE PARTIALLY WITHIN ZONE X (AREAS DETERMINED TO BE OUTSDE ME 0.2X ANNUAL CHANCE FLOW) WITH PORTIONS LYING WITHIN ZONE AE, THE NORM HALF (1/2) OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (AREAS OF IOU YEAR FLOW WITH ESTABLISHED BASE FLOW ELEVATION) AS SHOWN (1/4) OF THE SOUTHWEST WARIER OF SECTION ], TOWNSHIP 22 SOUTH, RAVING 28 EAST, HEREON, ACCORDING TO "FIRM' MAP NO. 12095CO21OF AND COMMUNITY NO. 120179, DATED ORANGE COUNTY, FLORIOA; AND THE SOUTH HALF (1/2) OF ME NORTHEAST WARIER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) AND THE SOUTH HALF (1/2) OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SEPTEMBER 25, 2009. SOUTHWEST QUARTER (1/4) OF SECTON 7, TOWNSHIP 22 SOUTH, RANCE 28 EAST, ORANGE COUNTY, FLORIDA: AND THE SW IH QUARTER (1/4) OF THE WEST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUMWEST QUARTER (1/4), LESS THE WEST 2 ACRES ' THEREOF, SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; ALSO TOGETHER WITH: THE NORTH HALF (1/2) OF THE SOUTHWEST WARIER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 SCHEDULE 13-9 EXCEPTIONS (AS TO PARCEL A AND B) EAST, ORANGE COUNTY, FLORIDA. 6. ORANGE COUNTY/PRfMA VISTA UTILITY COMPANY, INC. SEWER SERVOS TERRITORIAL SUBJECT TO RIGHT OF WAY FOR OCOEE-APOPKA ROAD (AKA STALE ROAD NO. 437) ALONG AGREEMENT, CONTRACT NO. S-87-8 RECORDED IN OFFICIAL RECORDS BOOK 3894, PAGE THE EAST ODE OF ME PRO ERTY. IM3,1 FIRST AMENDMENT RECORDED IN OFFLUAL RECORDS BOOK 4702, PAGE 2576. SECOND AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 643Z PACE 21J0. AFFECTS THE PARCEL B: (PARCEL 10 07-22-28-0000-001 SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. A PORTION OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, 7. ORANGE COUNTY/Gtt OF OCOEE WATER SERVICE TERRITORIAL AGREEMENT, CONTRACT PAGE 1053, AND THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL OFAL RECORDS BOW 5140, PAGE 1505, PUBLIC RECORDS OF ORANGE COUNTY, FLORIOA, LYING ANO BEING IN THE N0. W-99-06 RECORDED IN OFF! AL RECORDS BOOK 4034, PAGE 291; FIRST AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 47OZ PACE 2576; SECOND AMENDMENT RECORDED SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANCE 28 EAST, ORANGE IN OFipAL RECORDS BOOK 6432. PAGE 2116, THIRD AU94MMT RECORDED 114 OFFICIAL COUNtt, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RECORDS BOO( 643Z PAGE 2130. AFFECTS TIE SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. COMMERCE AT THE ?NORTHWEST CORNER OF ME SOUTHWEST QUARTER (1/4) OF SECTOR 7, 70WtISHIP B. WATER SERVICE TERRITORIAL AGREEMENT BY AND BETWEEN ORANGE COUNTY, FLTIDA 22 SOUTH, RANGE 28 EAST ORANGE COUNtt, FLORIDA, SAID POINT BEING A 6 INCH BY 6 INCH CONCRETE MONUMENT, THENCE SOUTH W DEGREES 16 MINUTES 20 SECONDS AND THE CITY OF OCOEE RECORDED IN OFFICIAL RECORDS SOCK 4102, PAGE 36Z AFFECTS EAST, ALONG THE WEST LINE OF THE SOUTHWEST WARIER (1/4) OF SAID SECTION 7 FOR THE SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. 1321.69 FEET TO THE NORTH LINE OF THE SOUTHWEST QUARTER OF TIE SOUTHWEST QUARTER 9. RIGHTS OF ACCESS TO AND FROM STATE ROAD 429 (DANIEL WEMJFJ? WESTERN (i/4) SAID SECTOR 7; THENCE NORTH 87 DECREES 51 MINUTES O1 SECOND EAST ALONG THE NORTH LINE FOR 624.53 TO Y) AND RIGHTS OFINGRESS, EGRESS, LIGHT AIR OR NEW ON, ACROSS OR OVER FEET TIE EASTERLY UNITED ACCESS RIGHT -OF -SAY RE OFE)P3RES5WA THE WESTERN BELTWAY, STATE ROAD NO AN 429, ORLDO-ORANGE COUNTY EXPRESSWAY STATE ROAD 429 (CARTEL KOSTER WESTERN EXPRESSWAY) AND BETWEEN STATE ROAD 429 AUTHORITY PROJECT N0. 75320-6460-602/603 AND RYE POINT T B£Gl1IfINC; THENCE (CARTEL MEISTER WESTERN EXPRESSWAY) AND THE PROPERTY RESERVED IN THAT CERTAIN CONTINUE NORTH 87 DEGREES 51 MINUTES 01 SECOND EAST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 10.00 FEET, THENCE NORTH 01 DEGREE 43 NOSHES 28 SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK SITS, PACE 890, THE SUBJECT PROPERTY IS DIRECTLY ADJACENT TO STATE ROAD 429 WITH NO ACCESS RIGHTS SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY FIRE FOR 520.02 FEET CONVEYED PER THIS DOCUMENT. THENCE NORTH 87 BEGS EES 51 MINUTES 02 SECONDS EAST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 290.65 FEET,; THENCE NORTH 01 DEGREE 43 MINUTES 28 10. EXCEPTION DELETED. SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 127305 FEET TO THE EASTERLY LINE 05 THE AFORESAID PARCEL LAND DESCRIBED IN OFFICIAL 11. ANY AND ALL UNRECORDED SPEtlAL TAk1NG DISTRICT L/EtNS, CITY AND COUNTY' RECTOS BOW 5140, PAGE 1052; THENCE SOUTH 19 DEGREES 52 MINUTES 25 SECONDS SPECIAL ASSESSMENT LIENS, MS IU ASSESSMENT LIENS, IMPACT FEES AND WATER, SEINER FEE EAST ALONG SAID EASTERLY LINE FOR 21.38 MEET MENOE SCUM 42 DEGREES MINUTES AND TRASH REMOVAL CHARGES. NOT A SURVEY MATTER. 5 It SECONDS EAST ALONG SAID EASTERLY LINE FT 135.N FEET THENCE SOUTH EN DEGREES 11 MINUTES 50 SECONDS EAST PLWG SAID EASTERLY UffE FT 203.W FEET. THENCE SOUTH 12. RESOLUTION NO. 85-3 RECORDED IN OFFICIAL RECORDS BOOK 3613, PACE 2360. 12 DEGREES 16 MINUTES 38 SECONDS EAST ALONG SAID EASTERLY LINE FT 17200 FEET,• THE?CE SOUTH 16 DEGREES 26 MINUTES 18 SECONDS WEST ALONG SAID EASTERLY LINE FOR AFFECTS THE 51,19,ECT PROPERTY IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED 137. 99 FEET,• THENCE SOUTH 06 DEGREES 41 MINUTES 41 SECONDS EAST ALONG SAID EASTERLY LINE FT 220.W FEET, THENCE SOUTH 40 DEGREES 1] SECONDS EAST 13, ORANGE COUNTY CItt T OCOEE WATER SERVICE TERRITORIAL ATEENQNL CONWACT 2 DEERS S ALONG SAID EASTERLY LINE FOR 395.00 FEET,• THEf10E SCUM 52 DEGREES 43 MINUTES OB SCUT MINUTES SECONDS EAST ALONG SAID EASTERLY LINE FOR 43.00 FEET,, THENCE SOUTH W DEGREES 23 N0. W-M-06 RECORDED IN OFFICIAL RECORDS BOOK 4102, PAGE 367. AFFECTS ME SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. MINUTES 41 SECONDS WEST ALONG SAID EASTERLY LINE, ALSO BEING THE EAST LINE OF ME NORTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7, FT 610.07 FEET TO ME NORM LINE OF WE SOUTHWEST WAFTER (1/4) OF THE SOUMMST QUARTER (1/4) OF SAID SECTION 7, THENCE SOUM 87 DEGREES 51 MINUTES 01 SECOND WEST ALONG SAID NORTH LINE FOR 626.00 FEET TO THE EAST LINE OF THE AFORESAID PARCEL OF LAND DESCRIBED IN OFFICIAL CIAL RECORDS BOOK5140, PAGE 1505, THENCE SOUTH W DEGREES IN EES 23 MUTES 41 SECONDS WEST ALONG SAID EAST LINE FOR 321165 FEET,• THENCE SOUTH 87 DEGREES 51 MINUTES 01 SECOND WEST ALONG ME SOUTH LINE OF SAID SCHEDULE R-II EXCEPTIONS (AS TO PARCEL C AND D) PARCEL DESCRIBED 114 OFFICIAL RECORDS BOW 5140, PACE 1505 FT 34.27 FEET TO THE 6. DRAINAGE EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 817, PAGE 30. AFFECTS AFORESAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY,• THENCE (NORTH 01 DEGREE 43 MINUTES 28 SECONDS NEST ALONG SAID EASTERLY LIMITED THE SUBJECT PROPERTY AS SHOWN HEREON. ACCESS RIGHT-OF-WAY LINE FOR 328.32 FEET TO ME PIXNT OF BEGINNING 7. NON-EXCLUSIVE EASEMENT RECORDED IN OFIpAL RECORDS BOW 2842. PAGE 1738. PARCEL C: (PARCEL ID 07-22-28-000-00-024) AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. WE WEST 2 ACRES OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF ME NORTHEAST 1/4 OF 8. SEWER SERVO TERRITORIAL AGREEMENT RECORDED Ito OFFICIAL RECTOS BOO( 3894, PAGE 1363, AMENDMENTS RECORDED NN OFFICIAL RECORDS BOW 470Z PAGE 2589 AND THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS ME SOUTH 75 FEET OF ME NORTH ISO FEET OF ME WEST 100 FEET THEREOF, ORANGE COUNTY, OFFICIAL RECORDS BOW 5896, PACE 3531. AFFECTS ME SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. FLORIDA. PARCEL 0: (PARCEL ID 07-22-2B-0000-00-066) 9. WATER SERVCE TERRITORIAL AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 41OZ PACE J67 AND OFFIIGAL RECTOS BOW 4034, PAGE 291, AS AMENDED IN OFFICIAL THE SOUTH 75 FEET OF THE NORTH 150 FEET OF THE WEST 100 FEET OF THE WEST 2 AYES RECORDS BOOK 470Z PAGE 2576. AFFECTS THE SUBJECT PROPERTY, IS BLANKET IN NATURE AND THEREFOR CANNOT BE PLOTTED. OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF ME SOUTHWEST 1/4 OF SECTION ], TOWNSHIP 22 SCUM, RANGE Z8 EAST, ORANGE COUNTY, FLORIDA 10. 10. ROAD MAINTENANCE AGREEMENT RECORDED IN OFFICIAL RECTOS BOW 4636, PACE AFFECTS THE SUBJECT PROPERTY AS TO PINE SWEET AS SHOWN HEREON THE ABOVE DESCRIBED PARCELS CONTAItI A TOTAL OF 39.965 ACRES, MORE OR LESS 111 VICINITY MAP NOT TO SCALE LEGEN0/AB8RE41AT10NS ILDI Al SIUBOLS An. PPcA 111-16 -IN HFREQN RIAY SE U30 L _ s,e ,tee vasrw �•Arw A— (u) ..: (1) (c) pd n<rax �u.�c - D4 r=ttav_o nerrn �«rc _ c_<a-es ecai PA c<s<_�r Q sa.�raar v<,va.e ,a c�avA¢ vA.icnc � .rsa n Atr Asra.i PA��dir LJ r_u -[o,. m, rzxi.+, � PSI' � An m+ aonrt-ecFr Po-__ ,A A,a,c�ta o- a rFF es.an.Olr c�aurctt �,-_P_ o_c, 1— ry unc, sc, —mc-r a'Pr,c c sc x reFn Oyu r_crslu<.dac O crr�o.-.c uvury Pac Ali AA .... � a r urww Pua� eae l.r,=cnn rv,¢rer ns,nrm ® uwr F.„ru +ess cnsn„raou[PA"Jn � nunnnruwr `F� n.sr.�,. >nctro carrw_w � reAmc 9.,a e.s rvarA c<<.pv scar `�c .9iGE (rvK) mAmc non <-1, 9rt �.a vaerc (As mxArtn) 0 sat Bo�.Jc CERTIFIED TO AND FOR THE EXCLUOYE USE OF: MCTANEY PROPERTY COMPANY, A FLORIDA CORPORATION PROGRESS COMMERCE PARK, LLC SAUL EEING ARNSTEN k LEHR, LIP FIDELITY NATIONAL RICE INSURANCE COMPANY SHUFFIELD, LOWMAN h WILSON, P.A. CITY OF OCOEE f- W O M V) SON �00 BOUNDARY AND TOPOGRAPHIC SURVEY I I I 07-22-28-0000-00-036 I 07-22-26-0000-00-037 _ Iz I i I O]-22-26-00DO-00-029 i i 0]-22-28-0000-00-069 i I RECOVERED 5/8' Iftq'+ RCU Nv" r5 II 07-22-28-0000-00-059 I I h CAP W 7274" I I I RECOVERED NAIL AND DISKI 'FHR --------- ----- I I i LB 6605' 3.2'W a x Y m 07-22-28-0000-00-029 07-22-28-0000-00-030 I 1 i 1 s P. fl6nv. ar, to zzra rrAt A "+ RECOVERED 5/e' IRDY ROD CAP 'LB 7274' I I I _ 0s - _ �-- 1 rnosp - nrva na, I V ^ k -_ - RA _ - b _ _ - - RECOVERED 1/2" IRON I I -In- x z_ -'�s - 7 _ � �r _ z>> .a. �3'S6'S2� .. / R00 QIO DEN RFICn ZPV) D 2", I_ - - - _ - _ _ — N8T1 r. rye e0 es r.. - x ' N56 �� _ •. _- 5 i,a nocnzr zrn¢ r,.a 1 _ E=129.6R-1884.66 o 07-22-28-184J-00-560 i ) .. _ .. — ` -- 267.43' 'T- � � �88]'1003'W . _ -- — 36744 9 / CB-Sm'o9'02T CH=129.84' � Nae'oJ'oo'E (D) - 1 -- -- I ro>v 4000' ' I \ _ I / rrmo IIIILr ,tso RECOVERED 5/a"IRON ROD h CAP 'LB 7274" / m Q SW 114 NE 1/4, SW 1/4 RECOVERED 5/9' IRON ROD @ ^ o 0 S 1/2, NE 1/4, CAI 'FrIR to 6605' ao'w Q m 1/4, NW 1/4, NE 1 4. 57 n� xr.:< ,,, r :, I 00 ` A 0 07-22-28- 843-00-570 xr v xno x I "[ e x ��[ 0]-22-28-0000-00-027 r 33 xr I I z �- 07-22-2e-0000-00-093 I ; � SE. � � ' ,� � �----------- I 8 °s c X WI I ) \\\ z U) Q O / 2 x(2 RECOVERED 6/B' IRg4. xr ° I � I I x o,r "IR 1 xria. xrievl- Z4 RECOVERED 5/e' IRON I R00 &CAP "LB ]274" ,a, ---. :o \ ROD &CAP 'LB 7274 x r - - - - \ a RECOVERED i/2- IRq+ x -1 RECOVERED t/z a x,roz _ ,. I X.mo Q \ \ g RW Zi "LB. 6906 \ I ROD (NO IDEN 11fiCATION)x rma \ �� ER C�C1Y 1/4,L NW I/ -- -- o.s's. a.9'E 5 1 I w o ,.A �4` v M =\a2'B,o.erw VI �NEI//4.swr/4 .—..— _..—.1. _ _..-. !�``P NEiI.ANDS \ kno •rw, i+' � } , 31.00 � } i •� -.� 4.J99 AarEs t '��� $� kro N8T2334 E 295.35_ M j x �I I w _ se7z3.i4'w O. LA y rs� E g 4v I IL r xrar xr�r x rez 6 �[. - x wa n Qa6a lcw wro re; ! �y \ ��� �ftEVanar IWa° \ x y \ Y°tnlr ,.. €�❑ .ab' I 0 V 1- _ I C) v Y ° x,ms 7(3 �e QQ p�Om 3 l XA w ai �xwrx8 � & 4 � P ' 4 �I Q&¢ . � `.:��.< �v d� z:A! � � - � b�� xr�aa xrs � oak' •y [ „Z- k \ B sw 1 i �' � 2, SE 1/4, NE 1/4, /4- �X-�-�� ns 877 y-n �.�� I xr�SW I 4, NE 1 �, G� �/ / �0W 1�3 �I ti 1 N o� �a 1 / 3 2. / DIiCH AREA FAILS WITHIN THE i W ') ' h R 'I -j( x RO00 AREA AE A5 DEPICTED O'+ YEAR \ ra ,3I O a 0j 0 3 y �MA \ I w4ZU \ ;ROOD MAP (SEE,NOTE 7). \ Q xriu O C) .. k 2 �o _ —m zj a�� m O ws m I o x", � oAK4a®� � .t G � j xr xr„ � oIl �, P wz ! a � I a, A ' + p 9 ) 0 � i I 1 pi O ®oa 0nrv\_vzs9.aa;,; �N� 9 ,Pxrraa x OAK48� h �1 I vv I ----- G JU I v a � w OAK 0 ( s°• �^ ,�Gtiry0 i ,M xrr>.z x rna rrxsx RECOVERED 5/8'IRON ROD k r as k x i,ae I P1 rL \, yp r 1 x „ez CAP 'tB 7274' %: CAP 'FIN LB 6605' E9'W 1 Z Q O / RECOVERED 5 111 i V x r \ �1 sn S / / NE / 6 I ACRE '11 �o» x,w 1 2, SEA 1 4 1 4, �W 1 4 I /e' mov Roa - r-'- ,[_.z S 1/4 W� 1/2, NE,'1/4, SWW/1/4 I x,u. �OYB'44' \ ----- }'`' R-28672.80' � I ,7 I IIi rvex r, SejIIIIIe •I( CLL156.24' 8e500'40 '02'W AREA CH- I56.24FALL"I ODa R ar1TE+TryEaIA FLOOD I I z w, Ilan I ' t\\ Ay ( Yta 'm Or 04•9922] x',oz J 125 r wmuam °> r ram, 04 o - - 1 �. - 1.62,' aex .� 9 _ � zs63s � I _ -.. }$gT 053'Wx _ O 3 S�aL y se Kz: ic>t seJ' I ; '9v ti AK48 x,,, x,ra> xr�a r, I N ,,. yrm'Y 0 '� / xrrs> RECOVERED vS/8- IRON R00 hop I C, I l _ I _ xs, -xr,a V III wI >- a. ,4,x1 °,•� 01-V(tD} x,rsa _ Rut xr`"'> ' ' I RECOVERED 5/B� IRp`BR72 k I O wawa¢ snµ[l RECOVERED NA"L h DISK V x - rw rfzs I N N 'LB 6969" �, nap I° a x�rza CAP FHR LB 6605 1.7 W 0 RECOVERED NAIL h DISX n !' I e 12, n' 1B 6723' W 0.7', S. 0.2' "� ? \ ,;, W ,W ""-° 'F]� 07-22-29-0000-00-022 07-22-28-0000-00-092 x,,. m Gi 3 07-22-26-0007-00 xoza I I Z Z LAq lap� RECOVERED 5/8'IRON ROD RECOVERED1/2'IRA ROD AND CAP 'MAGTECH LB6969' (NO (NO IDENRFlCA R0.4) oo I Rn COLEREO 5/B'IRON RODx 'POShj SO023'41-W I % aN0 CAP LB 024' �'-FER1 E 05,-N._2.0' ry 4. �� (0) 50023'35"W 328.65' x &�. 1 sB7srorw (D) zz S87M55-W o 34,27' Q W h S8741'oI'w (D) NOI'43'34"W 328.32'" Z N8T50'S5"Ex "x NOI'43'28'W'(0)x i 0.00'0 J = I P.O.B. PARCEL B = SET 5/6' IRON ROD d , RECOVERED 5/5'IRON ROD CAP 'LB 7274' ' _^ I AND CAP 'PBSLJ LO 024' FENCE 2.0' W FENCE 2.0' W BOUNDARY TOPOGRAPHIC I ° ---------- N I3 WI )� n z z i) o \m \ .f i _ 2 i I I � s12.16'3�E' 'i6 67e 172.001 Sle76yZ �) '4I'at'E (D) 00 512 s0s„''S0'E (D) I 203.00 I 13�9g, SOpfi641'47"E 220. 1 g (0) GRAPHIC SCALE ( IN PEST ) 1 ina6 = 60 (L N VJ 14i 2 2 2 2 a WESTERN BELTWAY (aka STATE ROAD 429) VARIABLE MOM - UUNEO ACCESS RIGHT OF WAY h n� 01111 m CO VERSO 5/e IR ACID CAP 'PBSdJ LB 024 I h — EENCE D5 N. 2.0' 11 seTS'01,W(o) N87'50'S5'E NOt'43'34'W 520.02' NO1'43'28'W (0) f0.00'm I — CENTERLINE RIGHT OF WAY z P.O.C. PARCEL B NIXRTHWEST CORNER OF THE SW 1/4 or SECTION 7 S00'IB'13'E 1321.55' (M) S007B'2O'E 1321.69'.(0)_ 11 RIGHT OF WAY NORTH rXv r\ WA, -7- - - - - - - - - - - - - - - ------ 07-22-28-0000-00-036 RECO—ED v"'!"""", & c� R v RECOVERED NAIL AND DISK 'r"LB 6605' 3.2W '22 4 1/4 NE 114, SW 114 BOUNDARY AND TOPOGRAPHIC SURVEY Pl, L-35652" R-1104.86' L=129.87' CO SOI*09'02'E REM— 518- IRON ROD CA, IB 7274' R"OVFRFO 5/8-)KIN ROD 'MR LU 6605' 3.0'W - - - - - - - - - - - IV f RIGHT OF WAY SOUTH u M LEGAL DESCRIPTION: PARCEL A THE SOU MEAST QUARTER (1/4) OF ME NORTHAAEET QUARTER (1/4) OE ME OF THE NORTHEAST QUARTER (,/A) OF THE SOUMNEST QUARTER (1/4) OF SECTION >, TOAASHIP 22 SOUTH, RANCE 28 EAST, ORANGE COUNTY, FLOFTDAY "so 6EQ NNING AT THE 5CkHDEA5T COPIES OF THE SGUTHAEST QUARTER (1/4) OF THE NOR —EST OCARTER (,/<) OF ME NORTHEAST QUARTER (1/4) OF THE SOUTHYI'EST SCARIER (1/4) O SECTION 7, TOWNSHIP 22 SOUTH, RANGE 2 8 EAST RUN SOUTH 86 D R' i HIN T R r T A. H EG cRT 5 U E W SEGO^tOF 1 cs LONG ME SCUM LINE OF THE SAID BWn1YcsT OUARTER (1/4) OF O NT; HWEST QUARTER DEER ES 13 NORTHEAST QUARTER (1/4) M 2 SOUDHI',EST CUARTER i 4 31.G0 FEET TH NC NORTH 0 DEGREES 5 13 IIINU N- 4 (/) E E E E TES OO SECONDS c5T 336. 2 FEET TO ME NORM LINE OF SAID spuTHe,EST QUARTER (1/a) OF r+GriMr.EST QUARTER (,/a) a= ME NORTHEAST QUARTER (1/4) OF THE SOUMArEST QUARTER (1/4). THENCE i+ORM 88 DEGREES 03 HINUTES GO SECONDS EAST 40.00 FEET TO THE NORTHEAST COR14ER OF ME SAID SOUTHWEST GUARDER (1/4) OF THE NORTHVAST QUARTER 11/4) OF ME IJORMEAST QUARTER (1/4) OF ME SOUTH ASIT DUARTER (1/4), THENCE SGJTH I DEGREE 16 LINUTE5 4D SECOPTS NEST 336. 93 FEET TO THE POINT OF BEE NN:14C, ORANGE COUNTY, L1 01; TOGETHER WITH: ME NORTH HALT (1/2) OF ME SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) O. THE SOUT'H11EST QUARTER OF SECTION 7, TOIIN5HIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; AND ME SOUHALF (1/2) of ME r;oRn+Ensr QUARiEH (1/4) of ME NORTHEAST QUARTER (I/a) of ME sou MA,EST GUARTEA (1/4) AND ME SOUTH HALF (1/2) of ME SOUTHEAST QUARTER (1/4) OF ME NORTHEAST QUARTER (1/4) OF THE SOUTHNEST QUARTER (1/4) OF SECTION 7, TOAGSHIP 22 SCUM, RANCE 26 EAST, ORANGE COUNTY. FLORIDA: AND THE SOUTH QUARTER 11/4) O: THE WEST HALF (1/2) QF ME NORTHEAST QUARTER (1/4) OF THE SGUTHYIEST QUARTER (0), LESS THE AIEST 2 ACRES MEREGF, SECTION 7, TOYN5%PP 22 SCUM, RANGE 28 EAST, F ANGE coLUFT, 161DA; A'50 DOGE TITER AIDA THE I"TH HALF (1/2) OF THE SOUTHAEST GUARDER C/4) OF ME NORTHEAST QUARTER (1/4) OF ME SOPI—ST QUARTER (1/4) OF SECTION 7, TONNS4IP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIOA. sue cCT TO RIGHT OF WAY FOR OCOEE-APOPKA ROAD (AKA STATE ROAD IUD. 437) ALONG ME EAST SIDE OF THE PROPERTY, PARCEL 8: A PORTION OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PACE 1053, AND THAT CERTPI:1 PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BDCR 5140, PAGE ISIS, PUBLIC RECORDS OF CR ANGE COUNTY, FLOPLIA, LYING AND BEING III ME SWTHKESi QUARTER (1/4) OF SECTION 7, TOA4NSHIP 22 SOUTH. RANGE 28 EAST, GRANGE COUNTY, FLORIDA, BEING IAGRE PARTICULARLY DESCRIBED AS FOLLOAS: CGGIINENCE AT ME NORTHWEST CORNER OF ME S—ACST QUARTER (1/4) OF SECTION 7, TOWNS IP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLOROA, SAID POINT BEING A 6 INCH BY 6 INCH CONCRETE IAGNUPENT; THENCE SOUTH 00 DEGREES 16 LIINUTES 20 ST_CONDS EAST ALONG THEN T TIN F TH MN- T WARTv, ES LINE 0 E SOV THE GU TE (1/4) P SP)D SECTION ]FOR 132T69 FEET To TIE NORTH LINE OF THE SO'JTHArESi OVARiEfl OF THE SOUTFAEST GUARDER (I/A) OF SAID SECTION 7; THENCE NORTH El DEGREES 51 111NUTES Of SECOND EAST At NO ME NORTH LINE FOR 624 53 FEET TO ITEASTERLY L., D ACCESS R HT- F WAY E TE COUNTY CE 5 G 0 LINE OF ME 7552E-6 BELTYNFY STATE ROD NO 429, BEGINNING; ORANGE COUNTY UE NORTH 8 AUTHORITY PROJECT11KUD . 7E32G 6EAST A 2 G ID A E PL ti Cr D G ACCESS IG T —AY NU NORTH R t E / E G E CE E 0 67 DEGREES 51 IUIEs 01 SECOND EAST ALONG 8 S EASTERLY TI, ALONG ACCESS RGHT-0- IAY LAC FOR LOOT FEET; HENCE NORM 01 FEET 143 AENUTES 28 SECONDS ST ALONG SPJO EASTERLY LT. ED ACCESS RGHT P-WAY UNE FOR 520.02 FEET; THENCE r.ORM 87 DEGREES E .TEENC R SECONDS EAST PLG\II SP.D EASTERLY UH iED ACCESS RGHT OF -WAY UJ<E FOR 2908 FEET THENCE r. DRit+ GI DEG E 43 HNE EA5 28 SECONDS WEST ALGING SAID EASTERLY L TIED ACCESS RIGHT-OF—AYFI UIJE FOR 1273.05 FEET TO 05 EASTERLY LINE O1 THE REESE5A.0 PARCEL OF LAND DESCRIBED !N OFF CIA_ EASTERLY FINE SLAT, PAGE 1T; THENCE SOUTH 19 DEGREES 52 .NUDES 25 SECONDS EARL ALONG SAID EASTERLY LINE FOR 21.3E FEET; THENCE SOUTH 42 DEGREES 23 .TUNES 10 SECONDS EAST ALONG SAID EASTERLY LINE FOR 201Q FEET; THENCE SOUTH OS DEGREES it :NUDES 50 SECONDS EAST ALONG SAID EASTERLY LINE FOR 172 GO FEET; THENCE SOUTH 12 DEGREES 16 -NUTES 38 SECONDS EAST ALONG SAID EASTERLY LNE FOR 131. FEET; THENCE SOUTH 1 6 DEGREES 26 HINUIES 18 SECONDS NEST ALONG SAID EASTERLY LINE FOR ,37. 99 FEET; THENCE SOUTH 06 DEGREES 41 MINUTES 41 SECONDS EAST ALONG ID EASTERLY UN FOR 22 FEET: MEN TH G R 7 E O D 00 EE . E CE SOJ 0 DEGREES 1 !.NUDES 22 SEC O NOS EAST ALONG SAID EASTERLY UNE FOR 395D0 FEET, MENCE SOUTH 52 DEGREES <3 MINUTES OB SECONDS EAST ALONG SAID EASTERLY UNE FOR 43 BEING FEET, EAiT LINE SOUTH 00 DEGREES 23 MINUTES 41 SEC04D5 YAFST ALONG SAID EASTERLY UNE, ALSO B: O ME CASs LINE PE THE t,ME NEST GUARDER 1 4 OF ME SCUM \PST QUARTER L 4 OF SAID'•CT ON ] FOR 61 T R - /) /) 5_ 0 0.07 FEET 0 ME NORTH LNG OF ME SOU HNUTI CHARTER IND VAST ME G SAID,EST QUARTER R 62 0 SAID SECTION ]; THENCE OF M 67 DEGREES 51 M1RCEL 0 ECOND 1 SST P N. OR LIKE FOR FEET M ALONG SAID OR L E G 626.00 EE TO E EAST LINE OF ME FORE_AIO PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS A 1d PA 0 L cC0 GS EGG' S 0 GE 1505 THENCE SOUTH QO D CHEESE 23 I SECOND <i SECONDS N' T ALONG EAST LINE F R c5 LO C SAID L E C 328.65 FEET;THENCE SOUTH B] DEGREES 5 ,N.UTES 15 5EFO ,0 WEST ALONG ME SOUTH L NE OF SAID PARCEL D SCR BED N T-G IA ) LINE R K OFFICIAL RECORDS DS BOOK 514C. 1 0 PAGE 1505 FOR 342] FEET TO THE AFC -ESA I EASTERLY EC ND ACCESS RIGHT -GE -AA) SAID AS LIN F TE E 0 E Y STERN BELTWAY, THENCE NORM Oi DEGREE 43 THE PONT28 SEGO+DS IAESi ALONG SAD EASTERLY LIMITED ACCESS PIGHT-OF WAY LINE FOR 328.32 FEET TO THE PO'0. GECINI11NG. PARCEL C ME MIT 2 ACRES OF ME SOUTH 1/2 OF ME SWIFAEST 1/4 OF ME NGRMEA5T 1/4 OF THE SOUTHYEST /4 OF SECTION 7, TO'A'+5H.P 22 SCUM, RANGE 2d EAST, LESS THE SOUTH 75 FEET OF ME NORTH 150 FEET OF ME WEST IGO FEET THEREOF, ORANGE COUNTY FLORIDA. AND THE SOJM 75 FEET OF THE NORM 15Q FEET OF ME NEST IGO FEET OF ME NEST 2 ACRES OF DIE SOUTH 1/2 of ME SOJTHNEST 1/4 OF ME NORTHEAST 1/4 OF ME 5OUIMYKSD 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, GRANGE COUNTY. FL03+DA. THE A—S BESCRIBED PARCELS CONTAIN A TOTAL Of 39.965 ACRES, MORE OR LESS SOIL SURVEY DESIGNATIONS SOIL TYPE CONSTITUENTS 15-FELDA FINE SAND 0-27 SLOPES FINE SAND 20-IMMOKALEE FINE SAND FINE SAND 44-SMYRNA, WET, FINE SAND 0-27 SLOPES FINE SAND r 46-TAVARES FILE SAND, 0-57 SLOPES FINE SAND I 51-WABASSO FINE SAID, 0-27 SLOPES FINE SAND 54-ZOLFO FINE SAND, 0 27 SLOPES FINE SAND 54 SOIL TYPE DESIGNATION ON PLAN SOIL TYPE DELINEATION ON PLAN MATCHLINE A (THIS SHEET) i I STATE ROAD 42N / RIGHT OF a NI d�Q3 OOI 2 Paz N .�� MI m �Is 25.0'_/ I L.B. 1 VEGETATIVE LAND USE TYPES KS19'52'31"E LAND USE 21-38' 110 - RESIDENTIAL S 42'23T 6 " E 200 - AGRICULTURAL \ 735.00' 420 - UPLAND HARDWOOD FOREST - 7s H BGTHERFoeo DITCH 510 m-22-zz-ze-lea3-oo-s2o 630 - WETLAND FORESTED MIXED ZG"Nt+G: R-CE ll0 VEG LAND USE DESIGNATION ON PLAIN I S05'11'56"E O I VEG LAND USE DELINEATION ON PLAN r 203,00' I I ROBERT A HFRTEANN. ,Ri 07-22-28-t8<}-00-530 ZQ'iING: R-CE IS12''O,4., E 7200' 1 PETER H IACURA 1 m 22-2d-1843-GG-540 ZONING N-CE I IS16'26'12"W 137.99' pI I IAARY A UPSON nhr+D ry I LIFO ESTATE TO PEIe,PIN 0>-]2-NIND 3-00-550 � 2.2<6 AC. N ZONIN O. R-CE I I I 2� pIYIE IN1AA RP!+DPLL I 0> 22-28-OWO-GO-029 ZONING: A-1 „r S06'41'47"E 220.00' P90GOL AIJEER BACCHUS 9 O _ 07-22-20-1843-DO-560 - Z 2 2O'JING: R-CE I 1 630 O� ISEi GNpARt' NPAci \ RovERr n FlSHbfAN 0265 AC. 0]-22-2d-1d43-00-5>0 ZO rG. R-CF O %. S 40'17 28"E i D 395 0' O OWNER/DEVELOPER PROGRESS COMMERCE PARK, LLC 2257 VISTA PARKY)AY, STE 15 VEST PALM BEACH, FL 33411 561-478-4300 SCARPENTERO!'ACCRANEYPROPERTY.CO1.1 PLANNER PLAIN SIGN & DE LLC 823 IN, OLIVE AVE. WEST PALM BEACH, FL 33401 561-797-4217 BIN AN CI PLANANDDESIGN.COM ENGINEER SMILEY & ASSOCIATES, INC. 1928 COMMERCE LANE, SUITE 2 JUPITER, FL 3345E 561-747-8335 MSrUILEY P9SMILEY-ASSOCIATE S.COM SURVEYOR BISMAN SURVEYING E G £c MAPPING P NG ARON D. BISSIAN, PSM 13610 GRANVILLE AVE. CLERMONT. FL 34711 407-905-8877 ARON 96ISH MAN SURVEYTI G.COA ARCHITECT C4 ARCHITECTURE 135 W. CENTRAL BLVD. ORLANDO, FL 32801 407-363-6135 CSTRANAHAtNgC4ARCHITECTURE.COI.I PARKING DETAIL FLOOD PLAIN PARTS OF SITE WITHIN FEMA FLOOD N.T.S. ZONE A/E. FEIAA PANEL 12095CO21OF ZONES DEPICTED ON SURVEY GmAM D DEflASTUs I I 1.1 - A„RIT OPBIE O DAv�p c oRs<, . I I I uF srA E E TE OJ-22- 10 00 -CIO- fi 22 28-TOOT GO 03 z o o 03 NOTE: 7- - 0 22 28-TOOT-OG-069 I I ZG'JING: A-i Z13 tlO A -I ZONING: A-i SEE MSP FOR ADDITIONAL K22-28 J RPNOPLL -4' t.r. AN FR"N 1 2 0 tJA1:UEL J FETANA Z E O G G 7- - u AreJ RN BLACr<�.m DETAILS AN INF INFORMATION o]-2z-zd-0000-Iw-o3o 0 2z za-ocoO-oG-Gs9 a DUL c BE LD 0 TION ZONING A-1 ZONING: A-1 FENCE I I zl-4' NEArvDERN.c & I LB OCEMASTUS LN CLACK \1YNT1 LO—-'-^ - �— VI.4' "'A G BERM - _� I FCRCF _--N 87'1003 _E_ 967J0'm_ I A- 3'56'52" --- 1 — — R=1884.86' 7.3' `9 sAREEN 796 2 0 A I �L=129.87' WAIL ��._ + SC EE \IPL �1 a UOI t` \ 50D at O P.B. 2D, PCI'I5 0 OI I RFC. 12/16/137 \ 7 0�.,.00'23'40"E l8I 846 295�35� II „zP ` V GJ 1 Ire) DE AREA �y W 7.90.85 I``_- O ED DO (n, (Dr z 00 N J r9 ED 20.0' 20 — —y\—_ —.. r.G••-• 4 •• \'ALL (FENCE) "'SD.L ZONE BOUNDARY l G LAND USE 110 DEUNEATION BLDG 700 95,100 SF DRY REIENDON `l AREA �II.tPACT - At.P- 0705 AC. 30 q D.E. AD I OCK E%. (' rO 6E 1 / RBE ELOCATEC I I.IO U PORTION OF -PORTION TO / REMAN+ v4chNT STATE ROAD 429 I P,GHT OA 1YFY ® ® a'- m FED" lao AD.r N 550'S5" W 62f 00 P 1vATH LB GETBACX D Al /'PORTION Or' END OF / PARCEL i0 PLLSTATE LUNG'NG GDRP R/1'V RE. VACANT 07-22 26 OJc0-00-010 w 1.� F- �' `SOON A/W LARRY E 15'ALLS 07-22-28 0000-00-028 7 MATCHLINE A ZO.NIG: A-t GO, I IAION AlE --07-22-28-GOOD-GD-107 IGIING: A-1 (THIS SHEET DO z a i ILEY & ASIMASSOCIATES, Wc. DSG ms CBK 2JS CATIT)ITr RA.7a 200 O O LI_ Qo (n O 19 z In J ED ( CD I — — NEW LANE — — 77 — DITCH TO BE LARRY E 1'IALLS PER OUMD VA07-22 28 0000-00-022 CULILRT ZONING: A-1 COMMERCE 429 FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA -- 1200 O L� (n 18 O z n Q .Ito 1 2z.o' � O Co z Do cU m a 6 _j O J 1 " I jl RPHP - ��. NO A� 20.0' I 0 T4 RASSP bo. Boo'. o c a O r LL N un - —,0_ d ''RA\1p•, 00 0 Co ,, C oo 1 IpiousE. „ 0 J SG,L DAII R WIrDARY r ED G - IS- �yRAn(p 2D.0' C o L� RAUP 2SO' J0_ , CO U 100.0' C z In u n OTT" o LL_ - 20 x to m n z Eo Io r,- c I` d _ N SCREEN Y'iALt ' ' m _20_ _ i s.G IS RAUP 152 — N 875O'53" N"J 992.2T — I,7-22- 7-22-REA JOHNSTGNE H 22 EI A lCiT 0-092 ZONING: A -I PRGPC iUPN LOCATION MAP S7, T22 S, R28 E LB. SITE DATA: PROECT NAHE CG.IUERCE 429 (FKA PROGRESS COMHERCE PARK) 35.0' SITE LOCATION 12M OCOEE APOPKA RO EO;CATED R/YI PC" 0]-22-28-0000-00-026 0]-22-2F-OG00-00-024 0]-22-28 0000-00- " Oob 0]-22-28 TOOT-GO-G9fi 0• I �- 12IYIDE I.rULn-USE MAIL EXISTING LAND USE DESIGNATION PROPOSE LAND USE DES—TI N 0 ORANGE CTY I_- GENSI RES. <40 W,/AC ITT C OF OCOEE LIGHT INDUSMIPL TT E%STI+G ZONING DISTRICT GRANCE . TY AGRICULTURAL C A 1 PROPOSED ZONING DISTRICT CITY 0` OCOEE PLAI,NED UNIT U--\'FLOAT/ENT (PUB) I� 0\ERLAI(s) OC./ORANCE OTT ,qNT PLANNING AREA WATER GARDEN-OCOEE ER 429 IAND USE + (p 7 ip ECO'JOIAC DE\FLOPMENT STUDY h IAASTER PLAN E%SSTING USES AGRiCULiURE/RESOENTPL/VACANT dIY I PROPOSE USES LIGHT INDUSTRIAL (OFFICE/WAREHOUSE) Imo'° a I AC pY •i GROSS SITE AREA 1.740,8]5 39.965 S 0 W O GUILD. G AREA p N WO I EU LG G 100 (Hi. 39-10") EU LD1 IS DOC (HT 39 -10') 27,7F6 0.64 2>,706 0.64 P� V BU'LD NG IS. (ITT. 39'-10'J 27,186 0.64 O I BU LID NG 400 (HT. 39' 10') 9,95E — I I EU LD NG 500 (HT 39 10'J EDLED EGO HT 46 9,955 5 MATCHLINE B (THIS SHEET) MASTER SITE PLAN ( 10) ,31,15E 3.OI I�O GUILDRG ]00 (HT G2'-10') 12T37 2.1E 6U LDt.G 90O (HT 42' 10") 76.287 1.75 TOTAL SOILING AREA 4e5.813 TILTS PAN KING REQUIRED PNCLIPRY OAALGE (,P5/300 SF) (IDO OPTOTAL CL O SF) 162 SPACES GA E OUS (IPS/,Goo SF) 437 SPACES TOTALREGU„ED SPACES IS, SPACES I - MATCHLINE B PP KING PRG IDED AT'IFFARI a'i'10E bps/3oo sF) (IGe m GE ToL eLoc BF) fsz SPACESIYr EHDUSE (IPS/fOW SF) 437 SPACES HANDICAPPED PARKING 28 SPACES (THIS SHEET) TOTP_ PROVIDED SPACES fiDO SPACES PAIIGGAIIED REQURED 27.. OF TOTP_ 12 SPACES I...I PROVIDED 2B SPACES - LOADING -' REQURED (5 L5/157 290,000 SF + ILS/EA.. ADD 90,000 5F) 8 SPACES PROVIDED ISO SPACES =0 O'18'44'r R=28672.80' PROJECT PHASI',G/V cTTE L-I56.24' I TRIPS RESER-ION Dt9G SF g PRO. PHASE VEH. TRIPS 6U1LDItJG IG0 2],786 5.>29, i}5 9ULOING 200 27,78E 5.729, 135 I I BUILDNNG 300 27,7IG 572N I BUILDIfIG 400 49,95E TO29N 248 1 0' BULGING 50D 49, 956 102B> 2,18 E%. R/W BV:LDING 6pO 131, 156 26999. 651 _ 6U{DIHG 700 95,t00 195]: 472 _ BV*LDT", IB00 ]6?87 1570l. II 3� TOTAL SFVEHICLE HIPS 485,81I 100.00 2,411 SETBACKREQUIRED AGOlToED 7 PR NARY Sp' 1,10' 1 LocPJ. IT z->' iso' (PINE) 46.0' (Der.IASTus) I I E%P viY 7� 945' FRD'NT 35' 94.3' DE to' s FEAR HE, 129.7' FILIFER R AAR YYARDS 25' 25'EG i PAl'E 1111 V,;DE1 NG GOR I 1 LOCO_ IT LS' 15' iJEW LET TURN \ ,( LANI ! \ /I _, SE iACE R01.5: TOTAL AVERAGE DAILY FLOVI = 12.017 OPT 'LICENSE'/C,��• m s B. 3/ * 22 ? t SBEET TYPE SHEET I OF 2 NA ECF '/OYAI ENol" JOB # 20-007 HI0, GENERAL NOTES : EROSION CONTROL NOTES: I. LOF.VKClS EIEVATI'IS ,A:DDT%APGO:SCFD1S71'JOUTIUHES STRUCNRFSALD I COI IT IS ACTOR T R > TO IOEEROS O/JCO:JTROUSE'Y•_- NihTVOY BARRIERS SHAY BALES CA OHETI FEATURESARt SI,OA'NACCORD: I.,FO..ATI1LA\A'LAUAi TOSF IO:JCiFAD.ACEIf!FROFfRIY, Si REET5.5TORAI SEWERSAND Ni0REPEST RENIECE FREPARATIO"l OPRFSEP[ RECCIRR40TQ4 S"ALL V'EfiTY RE ATER Il Arli TIUJ, SB'JERS AID VlATER'JJAYS IhIADDITION,CG`ITRA'TOR SHADL PLAICE STRAI4, 1,4/LCHOR OTFER LOCATIONS, ELEWARM& A'D P`hSE.S10tfS OF AIL FY.ISiHIGU 'UTIEA. STRUCTURES SUITABLE 1.'nTERIAL IXJ GRW ID DJ AREAS VNIERE CLV'JSTRIJCTION RELATED TRAFFIC IS 70 ALR OTHER EEATURES. PFFEOTLIG TFH WORK. PRIOR TOCO ISTRHO53N ENTER AND EXITSITE IF, IN THE OP',.ON OF THE EI _. SEER MD,GR LOCAL AUTFTTHL71ES, 2 PRCRTOR-I:JTIATOIJCESIRCOtSRUCTI'lO SRUCTUREFAPRCATICPJIRS DICES SIVE WANr1T1ES CIE EARTH ARE TRAtSPORTE OFF SITE EITHER BY I JATLIfUI. OTITRAINSH51J.\ER1YFNNATIX45 OE PJI D:ST'AG UTUDES kfOLOTTG BUT NOT DRAPJAGE ORBYVEHCUAR iRAFFIC,THE CO:TRACTORS 15 TO REAKAIE SAID EARTH TO THE CUTU4iTS)TOGAS. WATER. RECTRC CCA` JN'CATIOS CABLETEIEI1S'0' FCiTA41 SATISFACNO"IOTH Ef tEERAtDCRAUTHDR171ES 2 iH_CONTRADTCR SHALL MID TIC DISCHARGE OF TUBBDWATERS OFFSITE, CR PVT00r ADSTO2'ASEV.'ERS. CNIAIFACRAITACEIRIOTH=SITS REPERHASCREPA"ICCS SITEIOFFEHEV,FTAAtDSFFAFFLICARLE), TOil€RErI RE?EVITSP.-TIRERCRIDADEPT TOT EJENFO P ,'OEORCAPSERNCESA$1.11C AAY. OFP ROUT' ALPROTECTY:IAIDEPEESGUDELkIES. 3 THECCelTW.cTOR LDaCt SEES(TRE)•ff CPI 0!414ARROF(TURFLUTUDEED 3 IF'6!To EROSIOT EECOVES B 6S.RCALR BUR 643 COT 6 IRIU'T LOU, THE CONTRACTOR SH4u ARD SHO111 MI 'USE'S;-c' ATILT AT LEAST 4N H_YJRS HAAARTO STAB JZE IF -'AFFECTED AREA USTA3 SPRIIJTDUIJG, FROM 10:1 OR OTHER ACCEPTABLE C,CTST ROY. TOAHRU:{FCRFIELDLCCATJa'J>GFBURIEDUTILITIES figlFme. 4 COM CTCR H4LLfJSFECTAI.,DAti1'ITAtf O'IADA'LYB-0SISALLEROSi?:�EtVEtITAl OJJ 4 TIECU9RAC70RSFFSPI.5IPLEFfAREPAR: III DIII--TOD.:STING CU7AOLFACILIDES. FA -LIES. AAC`r CR Ef10N Gqd AT44T AY O.CURAS A RESULT OF THE 5 1M-CONTRACTOR HALL E16LRE THAT S n 1ATI0JACCUIJIATROIS GREATER MANTLE 1LOSKPERFOI B'Y RECCNTR/_TOR G35U2tCRLSACTORS. AS CALLED FOR I ESSER CF 121F H S O OO E HALF TM DEFTH OF TFE SETATIM CR'NROL BARRBR J DI_SECO`ITRALTDOCUt'RAIS SHAL HEIVVED:A7ELl REYRIVED AND PLACED I J UPLAND AREAS S ITISRECCFV7RA TORSFSPf;S-JTYTOP-C EFJ LIARV iHT'.fF t',TA';D a THE PROPOSED EROS O'J C iJRO1 BARRIERS KU'T BE REI,O'✓ED FOLIO 'WD SOU STAB LIZATION 7 THE NTRACTOR SHAPE SU.UT NCI TOTHE F➢EP AND PROVOE COPY OF UPDESCOYPUADCE TO LVIECC11CII PROUD WITS SR F,0 61 THE VARIOUS ClEUIh ENJTh AG--J,CI:S TH- EIYCERR, OJT -CITY AT I END OCON.STRlA.710;I A14D STFUI`EER TQSCH-TULECRSHCIt OeSAFCORD CESSA4 YI!'ISPROR kL tO COI RUCPINI.P'D SCFLZULEIlR01 Cto F..fCG4D;.,GTOAG+J�Cf.>FcLRMI�I t)DTADD ViNDO ,'G'.- BUAE7 A O.IE ACOPY OF THt I!)il])r3E SHAIBEFAG'JIDED TO Et G,:VEER, O,t�AIDG;'?HR Jc.EUA PAVING AND GRADING NOTES: 6 TIIECIXIMCIORSHI.I_LEUEVI,TSWJ'DR4V.'s`>ES OOAUPRECASIAt,D I ALL DELETERIOUS SCDSURFACE VAIEROL TIE tAA.Y, FEAT, BLARED DEBRIS, ETC) 15 i0 BE IJA;rA,RFED IDEVS, TOTHFOI. EYS EPGIiE C FORAPPROJAL FAILURR TD EXCAVATE AND RVEPLACED WITH SUDABL EAADEA'ACED SOILS, AS DRECTE BY THE OR k'l AFrRO'PLraOREtHSTAll TIUJIJAYRESUUTNJ> Lb3IALAl"DRSTCLACEAR„,NT OICER, THE O,I ER SET C!AtER PALER S SOILS TESTIIJG CU,IPANY, AIJOPRO.ECT Ai THECCoHFACTORS EIFV6E SPECFICATIONS DELETERIOUS FIATERt4L IS TO BE STOCKPILED OR REI,IOVED FROV THESITE AS DRECIE BY TIC MVER EXCAVATE AREAS ARE TOSS BACKFP_LED WITH APFRO'JED 7. LLMLITY66RV,CESTU30UTS(JJATERS0..vTARYSFtkRY )AR IDK V.4TEtAL5AtJDCQ,4PACTEASS!,W.tIUITIESEFLArJ3 CON7RACTORGRc'SPOASk3LE N,STALFUTOV".THIACFEULDNGS). UNLESSOPH=FIVSEN'>7EDOrlP US FORAWIRh".VGAITf PERI,I, TSTRATAREtECESSARY FOR RE4")VI,;G DELETERIOUS h!ATERAL T ROIA THE SITE B CONRJLTOR TOCOORD;LATE W`TH THEAaPUCATE RECIRIC UlTrY SUPPLER PE-13 All NECESSARY BEIRCATIVIS) O. WAEPGROLD 1D 1O'JEREIEAD 2 THE CONRACTOR SHALL BE RESPIDISGLE FOR FROTECTrC EXCAVATIONS AGA5T COLIAFSE EIECIFCAAC,HTES,AITFCRTM=LOCATIONA,DI,JSTALATIVYCF k!.5FOR61ER AIDV..LLMO`JIDEBRAC',G,SHEETG,�ORSHORrRVASNeCESSARY. D}ATERICLAETWJOS PADS)A ASSC(:IATEDELECTRICFACWTES SHALL E USE AS HEW RED TO KEEP TREDCHES DRY V,itLE PPE AIJf AFFURTEHAN:ES 9 SAFETY. ARE BEING PLACED _ A TIGULA`l STRIICRE 'NTtITHECGFiH15FROJEG,A 3 ALL I,ECESSARYFILAI:'DEL,IRAH-IITTHATISFV.CEDUR,tUCOJTRU;TIONSHAIL CGtSIST OF VATERA1 SPECIE BY TH OWN'ERS SOL TESTIN3 COIPA.IY OR EUSIT€ER AID SAFEDDE TO K- ENFOKEAR SAFETY FEGESIFITAT P1,R TOLE Ei RSPOAS RiFOR TMCT04 R Al ORH:S FfffiEEBIiATE SHALL EE RSPUSL3LE FLl4Th CUJTRY. Alt) BE PLACED AND COYPACTE.D A.000RDIIG 70 THESE PLANS AID FRORCT SPECIE CAT Y.TS SAFETY OF TH_TRAVELLP.G PL3JC Ato THE SAFELY OF IT SRC- HER' ZNNEL 4 FROPOS ED SPOT ELEVATIDTJS REFRESEIT FUJGFCO PAVEP.ENT OR G1ROU•JD SURFACE GRADES, B LASUi SMITE REGJUTONS SHALL CAl TO THE PROVISIONS SET FORTH u'J!ES507FERV,`E NOTED FY OSPA NI THE FELERT REGISTER G LEG D=3ARPAID GT SPORTABCD 5 IT LLAY BE II'-CESSARY TO FIELD ADJUST PAVEIEM ELEVATITC S 70 PRESERVE THE ROOT C THEA) JV ASTA'.'DA"SASSUFO THNIWECU'3RBJTEDITIIXIOF-TIE SYSTEI43OFTREESSH)VJNTOBESAItD.CONTRACTORT000ORD LATE WITHO.r AS El„3!:CERPROR70ANYELEVATIONCH4N3ES STATE OF FLOF.DA -:UAL IXJ TRAFFIC CV.IIROL AD SAFE PRACTICES FOR SIREETAI.'DH:C .%'AYCONS7 JCRC<!.V<!JTEt,'lI:EP7DUTLITYCPER4RQNa _ 6 CGJiRACi0R SHALL TRIIA. TACK AID hS>TCH EXISTMF3 PAEfAENi AT LOCATKKIS WHERE I€V'! SW.I FE KILMER IN RE DESCIT AFFJCATO;J,I"STA_IADO"l 6 :e ,'h';Cc PAVEVS1IT 1. cETS EXSTTI.'G PAVEh€IIT AIU PRIOJAL CF All TR4FFIOCOYTRP_DEVCES,VnS,:JG DEVICES AND 7. CURBI',GSHALLBEFLACEDATTFEEDGESCFALLPA\EI.JJT,U;AtESSOItl_RVISEIUTED ERSNRCESSARY70PROME TTCNF"L1CA'.'JCGJSTRU TlIXIPERSCP?.,c' REF ERTOTHEIATESTED17IIN4OFFDOT.'ROADV'JAYAR'DTRUFICDES4'rISTMD,RDS- FRCN!K4 RDSVATii!IifFPRO..CIHURTS FOR DETAILS ACID SPECIFICATID`G OF ALL F D0 T. T YPE CURB AID GUTTERS CALLED FOR FITHESEF'IAIS D ALL TRAFFC CRROLRRE]."GS AID DES S'L<L CO'.?OR!A TO RE EVIC 8 PRIOR TO CGITRUCTVIGCE'CREIE PAVEV-1H THE COITRSCTMIS TO SLkiIYJA PRODS !IS SET FORTH UJ THE I.t ALCT UN FOP).i TRAFFIC COUTRCt DEVICES PROPOSED JOI 9 ITS PATTERN TO THE Sol SPlo INEER FOR APPROVAL R,E.PARED BI71EU5 D.dARTL.NTO-Tu.SPNTAnU4FEDER4LIEGHPJAY 9 CO`TICICTORTOFROVIDEA I2701BITUIEtJU3DPNtlSONJO^lTglAIERIAIKITH AD NSTRARYI&THE ROPFULEPARTSORIT CP TR _SP:RTAITON SEALERATAOIJ .I=IJTOFCO.PREEANDOTF RVATERL4ls(STRUCRF.iES,OTTERPOLRED E AUL UOStlxACECOJSTRITTO.JSHALLCOI;r^LYWHEr,'HS4 F ITHT'TREEtt COFrAfTE ETC) ACT' THEGOJTRACTORSHAUIIJ3Uh ETRATTHEVETHi9DOS7REIDH I0 ALLPAVHVITJ7 ,ARKN3GSSM LBEI.;ADE'J VCORDAIICEW]MFDOT. STAtDARDITIDEX FR07ECTIIDN AID COJSRUCTTON IS INCV.IPUANCE WITH THE OCCLRAPONAL 417346AtDTHCCITYGFOCOEEREQURF-.'l- TS SAFETY AID HP,LTH!ADY NSTRATION (OSHA) RE_YATIO`IS 11. THE CO.`ITRACTOR MILL STAB aLIKE BY SEED AID MULCH, SOD, OR OTHER APPROVED h'AMA,US ITS fiAUK-0r SOLERESN..ISIB!Lltt OFTFECGTRACTORTOCOI!,LYAtD ALJY DISTURBED AREAS Vil TH"I TC IE WEEK FOULOMY3 COSTT RLCTIOtJO= THE NT LIT Y D FORCEALL AFRUCA&E SAFETY REGULATIONS 7EEABOIFPGrORr,IATOXNIRS EAU AID PAVEIrJfT AREAS CONTRACTOR STALL hA'DAWISUCH AREAS UJTIL FINAL BEEII DROPPED FOR THE ClY.FFACTORSIIDESUATOJ 0IYADD DOES N)T NPLY ADS ACEPTA?rEBY07�RCOiflP,CTO47000ORD:4TE 1JR1!OVJI€RP�GARD1':GTYF-c OF MATTFEChWTEROREIF:.IEERV L_ SlSPECTATID'OREIfORCESAF TYREOJLATtJNJ3 V.ATERIA,LARDSCAPiN3AJ.4l IRRrG5T1D"JREQUR-11NTS I2. CONTRACT OR SHALL COORDRATE AND VERIFY ALL ADA ACCESS WAY SLOPES IS IT SRkL_BE THE RESPO'SIBTITYOE THE CONTRACTOR TOOBTAIUAIVOtISRE FPliG PERMIT V DT R QURED) FOR CO'OLRLIC•JOF TH IIRI PRED LNES PRIOf3T0C4STRCTICN IIOT YEN..UEEROFAtIYLCATI01SV.f RE SLGFES DO N)T t: ET ADA REQURELCJTS ITT ,_D PERYRDU TBEOBTAUBYAIYJLYLICBJSED YO'S,'JGCilRACTCR(O,R 13 CO; RACTO4 SH'IILFOOLAE IN BID FRIAL ADJUSTLIENIS TO ALL VAI.!XRS AID CLASS A OPERATE CONTRACTOR) PRIOR iD TEE START RE CONSTRUCTION MEER CATCH BASIN RAS TO RiAL FIELD GRADE PLANES AND AIN SU BSEWEIT REVISONG TO THESE PLA16, THAT ARE ISSUED BY THFELGlCER,MELBESLABJECTTOIMAFFREJALCONDfTIQGOFTHSPEFh^,,T. TESTING AND INSPECTION REQUIREMENTS: T MEGRAFH;CIIFOT4ATION ELECTED ON THESE FLANS HAS BEE COVP, LED TO (PAVING/GRADING): FROPORTIM BY SCALE AS ACCURATELI'AS POSSEE. 47JEV'ER DLF TO I THE COMPACTOR IS RESPONSIBLE FOR COOPCDV:IATUJG APPLICABLE 7 EST U,'3 WITH THt REPRODUCTIVE DISTORTION, REDUCTION AOD.OR BEVIS V S, P PORVARCII COTITANED SOLSEITOIEEft TESTS WILL BE RRX)REDPURSUAUT Vfl HTIE SOILS REPORT, TESTING PERE IN G LOT PODDED TO BE SCALED FOR CNSTRUCRUT PURPOSES SCHEDULE LCATEDUI THESE PLATS, AID PRD_ECT SFEC4 ICATCTJS. UPT74COYPLETKYJ 12 ALLSPEC FCATN25AJDD UI,EIJTSREFEUINIEDHEKINSKAUBEOFRC OF WOR/TDOLEEId AYERl 1 SUBMIT CERTIFIC,ATIO!Is TO E O-Jl._RANC- DR LATEST REVISIO`l OhN£RS EE N>I'ER STATRIG THAT ALL REdJ'REhCNTS HARE BEBJ IRET. 13 ALL UDERRUES0 UTILITIES MAST BE FAPLACE, TESTED AND INSPECTED NICE TO 2 AQU.ALLFED TESTING LABORATORY SHALL FERFORV ALL TES74NG NECESSARY TO ASSURE COZIEh 'A CITII Il! P ACEI ATERIASASREQU,4DBYTFESEFIAIIS,THEVARIOIY BASE AID SURFACE CO'GTRlk:it0"1 AGEI.,TES AID FERUIT C:'DRIO JS SFI)UID A JY RETEST6JG BE REWRED DUE TO Tht 14 WORK PERFO DUDER THE:SW, MSACT SHALL F JTERFACE SIAOTHLYYJITH ANY FAILURE OF ANY TESTS TO LIEET THE REOJ AEC.€ZITS, THE CN7 RV,CTOR WILL BE ALL OTHRVINY,,BE:JGPEG'CRhsDUISiEBYOIIERCGI7RACTORS�VBCOI!TRACTORS C05TS OF SAID RETESTED AIDUTTRYC(D.PANES ITW',ab'NECESSARYFCR7FEGEI.ERAI.CVfl RACTORTO 3 ALL ROCK FIJSHVYS BUALL BE BOARDETO7HE ACCEP7AH.E Or TEE MINT -ER FRCATOTACK COOaD1:;47EAtD,'KzWLEHIS:PERACINfTeshccTDRD:H;GtY DRAINAGE SYSTEM NOTES : 15 M3TRUJTIONA WEST COMPLY WITH THE CITY OfOGEE ENG OPRIN3 STAIDARDS VAIPJAL,LAIDDEVELOPI,Etfr CODE, ANDCITYDETAILS SHOULDNDTESS-PAIENTHG 1. STAI:' ARDI:DEXESR.FERTOTFEIATESTEDDIONOFFDOT.'ROADVfAYWJDTRAFF, PLAIT Atl)CRYSTAIDARDSJDETAILSSW7VYD.FFEREIfr C:FORIIA➢ON, THIEIA)ST DESUASTNJDAES'. Sffil ^ENT STAY'). RD BEnvEEN THE (AS DE7ERV"1ED BY THE EId3 STEER OF RECORD CR THE CITY) SW.YU,D BE FOLLOWED 2 ALL S70R)1 SEWER SHALL RE RE.! .OFCE COt,8 SIT CTA55[it (ASTM G76) ULESS 16 All FFT,SHE FLCRELEVA710tISSKkLLET:CEEDTFEICOYEARRO FIAIIBYI.t.',,U?A 07h RViDE ADIED Oil BAILS J'LF11.AGESTRUrTURESSHALLBCJACCORDAIrEWIFH O2FEE7. FE)4FLOGD ALA.! ICBtt4VD ROUT TH CESV 110]7dtAVD FV,N DESIGN FDOT. ROAPIAYAI:'JTR4FFI Dc S.GISTAN'DARDSU. SS CR t' LE OM" l SE II)7ED ON FLAU 1 L IVAFFE 1161AVD 3 HJ',NARPDE RDh J.4TEAI:DTOCEIITIUO3 DRA AC. - T _5 HOUR VYfTH I T I t h 7 RE A >ViASK,LL D S, sTEDF O TANNEtY -EVER PLAIU, THEE 1,1TERED EJ DRID FLAREp tD5 TI � R. I. THE CE PT E EC O>, 1AMCHA EIYCT ^:CLUOE CI D NEVI R CSLCUATIJ`I S LL BP SUa.':ITTE fCR REVIEV'l. RETAP, .>ELEVATC:lS ARP. LENGTHS APPROXIMATE V ,U_DESIG. RSHALLIfAKEIECESSARYOJUST1.c-141SASREQU;?ED TO V-'_ET F `LLD ELft"ATIOtdS ! ALL DR4RlA(xi S7Rl1CTlRE GRADES AND COVERS SILVER EX15rn 0R PROrv' SED SviN1 B= TRAFFIC RATED FOR 1-1,2D LOADI GS Tht CONTRACTOR SH4LL SE RESPONSIBLE FOR ANY CLEARING AND SITE t=_CESSARY!s DESTOEwsie:GDRA,IJAGESTRUCTLrES PREPARATION NOTES' 5 CUASTR03TUOFTHESTMI,rAATERIHNACfI'EITSYSTE3ALAATBECO'.'"i ETEANDALL - AS -PROD AREAS STABILIZED IIJ ACCCRDAIACE VflTU THE PERYD TED F A 1S AND CCNDTIUS I. THE C JTRACTOR S HAIL BE ROSPOLS!E'-E FOR THE PROPERIIGTAIIATIGNJ OF THE FR''ORTOAIiYO-TPEFOILO'r'JY ISSU.4tk',EOFTFEFRSTCERi FICATEOFCCUPANA,Y, , EROSION CONTROLDEVICES, AS 510AN oil TIE CUIS7 SECTION FLAT IS, PRIORTO roTIAHCQ40'-IIITENDED USED R_ INFRASTRUCTURE OR TRANSFEROFRESPONSIBUTYFO:R ALJY SIZE REFER TO1H.. tJ COTJTROL V AI COIF DHEREIN V,ArITENJAN4E OF THE SYSTEM TO A LCA GOVEMi. CIJT CR OTHER RESFJ:,SSLE ENiNY. SECCIFET V,4 rnrfs•Swna coTA.:.EOHEREBNFORADDmo A REGJREr,€errs FOR QU REL TESTING AND INSPECTION REQUIREMENTS: 2 PRIOR LOATH SITE CLEARYJG,ALLTREES SHC4UTOREMAIIJASPSJ:CATEDONME (DRAINAGE) WISTRUO710NFLANS, SHALLBE PROTECTED PJACCCRDA4EYJITH LOCAL TREE I THE STORMDRAI AGEP1Pt'I3SYSTEMSFt4LBESk,9FE T70AVi5U4-INSiPACTFABYTHE ORDIt3VJCES, AlD DETAILS CGTA: ED IN TFEESE FLANS ITSHALLBETFE OJJICR"SEJ TG 'ERPRJRTOT7sP.CEA63;i CFRACKFP.1. CONTRACTORTONOTIFYTHiE COITRA.CTORS RESPIONSIBIUTY TON 11fANJTTE TREES IU6]OODCUQJION ID EtY!I'ER48HOURS ItJADVA.RCETOSCTEDULERAFEOTIOtJ 7REEIS)5HOW"I70REh,Ai?ISR4 PER fOJEDVjRHOUTV.RITTEfl PROJA FRO^.+. 7F£G„I�RA.D THE LOCAL A6 N'CY HAVLJG,Jn.SDICTC,l OVER TFE..EACTNITL6 2 THE CG:J7RACi0R5HN.I.L VAI:JTAr1AID PROTECT FRG,I TOLD, DIRT DEBRIS, ETC. iFE S70Rh1 RNNAGESYSTEf.!UTILF11,4LACCEPTAI:CEOFTl PROFCT. 7HCSTORMSYSTEIAWLI-1E 3. N;ECONTRACTOR SHALL CLEARAtDGRUBUl Y THOSE POSITIONS OF THE SITE RFI'.SPECRDBYTHCOA,7CRSEtiGLSER PRIOR TO AFTRGVA FOR CERiFFlCATE'h` tECESSARYFORCNSTRUC710l ALL DISTURBED AREASAUSTEEE SEEDED ItACIED, (OCUFANCY PURPOSES THE COITRACTO41'AYBOAPP RVA TORECLEAIIPATEOF ES AID SODDED CR PLANTED WITH OTHER APPROVED LANDSCAPE IAAMRAL MCPATELY 7, ETS FOR THESE PURPOSES FOLLOWlG CO: ISTRUCTIM 3 7ICCU7RAC70R PROVIDE DENSITY TESTS AT A) 4 SIDES OF ALL STRUCTIA{ES IN 12'LIFTS d. THE TOP CTO 6'OF GROU`DRU,l)VED DLR R.JG CLEARFFOR AIJD GROSS 1!I3 ACT IVIES i07 F.t SUBG2APE OF TIE PAEl.€M SYSTE61 SfiALLBESTCKF1LED TORE USED FOR LAI95CAF' >PURPOSES UNLESS OTHERWISE SANITARY SYSTEM NOTES: DIRECTEDBYTHED GAV REM-0GITO tUTILJOYTHST RESULTS VDFROH CLEARSEA AND CSL68N7GORSREEYCAVATHON - 7. SAt:{TARYSEWERS FORCE SANOSTORIEERS,FSEIOVLATALWAYS CROSS UrDERS ATH RERSS j,_STtDO".CU.1PRUf EXCES5VATERLI ISDEPIEEDSUTABiE BY 7HE0'i STEPS SOILS TESTIN3CN.'PANE. EXCESS h'.4TEAlAL IS YlATER LUAJS.NS}ALLA71O"lSOSSP.NTARY SEVERS FORCE 0.'A L^U'AtD SiOVASEYJERS, AT TOEPTERBESTOCY, PdED O:!-SITE AS DIRECTED BY TFs GAISft OR O1JIERS COL7HE51SDRECTE EDBYPC10R5TER ROAVER!ISTBI-E CROSS INLOS OF WATER V.41:',S, SHALL BE PERFORVED SO AS 70 FROJIDE AN 'VAT VERTCPL EF! :€ERR OR REh4CVEDD p TANFE0=18MiCSIT-MIENTIE f. RTO f 'R - t, - NE FT IN c PtA,�TE CRCIJ;TJ U'T1= FORAWRR AITLH',,4TS THAT ARE 1,SCESSARYFM REAANGAM EXCESS LO IERFiFE,WHSlTVFF IB_E. THECROSS":USH4LBEARRAtY3_DSOTHATRGSE'.SR 1.'ATERAL FAOIAiH SATE. LIE EW,D,STAITFRU.IT}E tJTOFCROSSl:13WRHlID LESS MAIN VD FEET BENS EN ANY TV50,CVffS 5 ALLEXISTCd3DERRIS(ABOVEORB`LCAGRWN.D),CD'1STRUCTIO::r'DEBRISAtJDOTP.ERVYASTE '! F At1 I'. ' VIERS ERSVJSTCROSSATERD WATER VAIN LATERAL STALL E DISPOSED OF OF SITE, BY THE COUTRACTOR,1NACC,RDANCEV'JITH 16E1rFS VERTICAL SACE,OTH TI WITH ESS THAN BoiHiHTFEc JRRAtD TIC WATER AFP.ICABIEREGULA70RYACEIJDYREWI EVEIITS SRAILB7CUJ1J1611EDE DRT EIP,OTAPE SH4_L BE CO'1SiRUCTED OF OIKT_E IRON PPE (D), A7TE C.4OSS,1l3 (DIP IS IJOT 6 TH Ci TOFRERARETHEEO,',tl ACORSOLi E SITE ih SOnSREFORTCO'PiES REWREFCRS7C %ISEWERSFITISNOTAVA AB LATHE F LE . S ZE PROPOSED) SthFIC IT CHAWCA%'Al STiTH CF YJtS:CH hRE hVALh6!ETWOU.:H THE OViI.tR OR SOUS TESi4;3C !.?AIN1'DIRECTIY LUKTIT-iO DR1 LSi BE USED TO PRO'JIDE AV :U.I SEPARATION OF TEN(10) FEET 7 TIEDEf.OXITIO4FJJISPrcEPARtDASANAPPROx..!41ETI?IZATKY:JOFtMTER(ALTOEEREMO'JE BETVVEEIIAIAY TV.O(2),✓JATS 6JLEIUOFD!P,TT-_At.t7ARYSENtR1."AYBEFi ACEDINJA SLEEVEFOR20FEETCENTERECXITHEP04JTOr CROSSING ALLUANiSONT1E WATER ORMOD=FLED DUDES IADT LIVID THE EXTUITOF144TECH TOEERPA)VEDA.SREOU,REDFORRIF MAIJ WIMI t 20 FEET OF THE CROSS DO MUST BE LEAKFREEANDI€CHAJtCALHE RESTRAR€D COILGTRUOT]9,4I14ACCORDAN,E W7H TFC PIAIS AD IJDTES A PLIJ VLFA VERTICAL CLEP.RAtPE HE SIX (6) NYTLES IAUST FDANN AWED AT THE CROSSI; J3 AMR WILE � � ASSOCIATES, Ammm DRT DRT DSG ASS CHx iris CV,T B429 SANITARY SYSTEM NOTES (CON'T): V' RE THERE IS Rn PITElATLVE 70 SEVERPPES CROSS OJrR WATER IAA.JS, THE CRITERIA FOR I' NT%UM SEPARATONJ O 18 rKTHES BETWEEN L S, AT"J ID FEET BETA Ell AOSITS,CEITEDATTCPONfr CFCROSS-.V"`SHAUBEF O'J'iY D.TFEVYAiERhU1JS44LL BE PLACED IN AS' EEVE FOR 20 FEET CENTERED U THE DOM OF CRORSIE3, ADEQUATE Si RUCTLJ A, SUFFORT SHALL REPROVDED FOR THE SEWER 10 PREVENT OALUCETOTHE WATER PIALI ALL CROSS II VS SHALL BE ARR4N4D SO THAT THE SEVYER PPE ,10'95 AIJD TIC WATER 1.'AIf! PPE IO: RS ARE EQUc'DISTAIR FROI.I THE Po'.^!r Q CROSSING (�e P,FES CEIJJERED Q'J TFc CROSS'!G) WHERE A PROPOSED PPE CTXOFiICTS WITH AN EXISTLOG,PEE, TIC- PROPOSED FILE SHALLBE CUSTRUCTED C' O P, AtDTHE CROSS YG SHALL BE ARR4IA-3EM SOAS TO SATISFY THE R EWAELEITS IDENMIED ABOVE. 1'IEN THE RECLAIt rD 1'JA1ER Ltis 15 TRA FORTk GI'PIER FOR FUF"IC ACCESS fRRkaALAI DAY U:,I OBTAI,TABLE SEPARAT a I OF RECIAL AED WATER Lt, SAID DOVE 60 WATERUN€S SHALLBE PMCTICED A I..JA'AL WJRIZO:JTAL SEPAR4TIOJ OF FIE FEET (CEIRER TO CENTER) OR Th REE FEEL (OUTSIDE TO OULSIDE) SHALL BE IIAINTANEDF TI.FEII RECLAtt€D WATER LI'FS ARD EITHER POTA&,E WATER t,A; J 04 SEVIAGECaLECTht ! LPtiS AtA 18 NlrH ERICA_ SEPARA710JSHAL BE KLATH EDAT CROSSIt GS WHEN ME RECLAAJED V ATER LfE IS iRAI!' PORT VG V'JAI ER FOR t! 'J F`Ik)LIC ACCESS tRRIGATPIN THE RECLANED WATER hAIN SHALL BE TREATED LIKE A S. I TARY SEVER, AIJD A 10 FOOT HDRI20 TAL AID I81 J H ERTCAI SEPARATION SHALL IS PC ITAI.E)6E7V EEII TH RECIA.'"_D W TERIAALIALIDALL EAST :'GOR PROPOSED POTABLE WATER RAIIIS Jill YCl UA SEPARATION IS REQUR.ED BETWEEN TH RtCLA %PD WATER PRIN AI) SARI; TARY SEVERS OI HER THAN IECESSARY TO El SURE SiRIJCT JRL l IfTEGRITY AND PROTECTION OF THE LU:ES 7HEIASELES. 2 A IX N1,V.Al IO FOOT HORIZO:TA SEPARATIU SHALL RF VATIVII ED SETMEN Ali f TYPE OF SEWER (ITICLUDN3 FORCE I.'AINY )AI.O EX GT ING OR PROPOSED WATER VAINS, IN PARALLEL IISTAIIATCIS V,'FEJ.I'ERPOSSPBLE TIE OSTAIYC'E FOR SEPARATION SHALL Rr 1,CASURED EDGE TO EDGE FlJ CASES WHERE IT IS ROT POSSIBLE 70 VAINTAIN AID FOOT T CRI20EBAL SEPARATIOD, THE WATER TSA N WUST Bt INSTALLED it A SEPARATE REN OT OR lid All UIN]ISRRBED EARTH SHELF, LOCATED U Q'E 6DE OF THE SEVERER OR FORCE VAN A7 ST.GHAN ELEVAIKXJ THAT IFE KI RPA OF THE WATER MAIL! IS AT LEAST 16 ETCHES ABOVE THE TGPCF THE SEIALR LII.E, At9 WATER AI:DSEVIERJO„'JTS SHALL BE STAGGFIRED WHERE IT IS I DT POSSIBLE TO VAFJTAIN A VERTICAL DISTANCE OF 16 TIKIES, PN PARALLEL IFGTALLATIONS, Ili-_ WATER VAN STALL BE CONSTRUCTED OF DR AID THE SEWER OR FORCE VAkJ SHALL BE COIGTRU TED OF DR FF AVAILABLE N THE SIZE FROPOSED) WM A V 1VV Al VERTICALD;STAtJ EOFSX()5 _HERS THE WATER VAR SHOULD ALWAYS BE LOCATE ABOVE THE SEWER ,I)TTLS O JTH', VA ER M-041 SHAU. AE LOCATE AS FAR APART AS POSSI LE FRO'A JD.19S OII THE SEV.'•R OR FORCE 144IIJ (H STAGGERED,✓ NTS) 3 ALLD:PPiPESHALBe CUSS590RHGHER REFEATOXOTES'S. 6,9E IOBELOVJFOR ADDITIONAL DdP SrECFFFABOT. S ADEQUATE h€ASLRES ACAJ! ST CORROSIO'J SHt 1L BE UTILIZED. 4 ALLFV PRE STAFF BE SOLDVALEPOLYVIIJAL CHLORIDE PIPE AI,TDC0VP_Y V,1MASTMD O134 AN'D FLL APPLICABLE ASTIA DOCUACIRS AS COVERED SJ SECTUI No 2OF ASTV D YJ34AN OMS SEA_EB AI I U110 8 AND D LAI ERAS SHALL DE 1XINVATS DIAVETER FIRE LI,EJPI cS S441. IAEET FFPASTANDARES 5 ALLSAUTARYSEVS'ER14E:" LATERALS AID FORCE I."ANTS SHALL HAVE AtX MIAI OF 36 FIENDS OI CGVER.0 �E SOTHi W,SE IYJTEDOU PANE 6 ALL GRAVITY SEWERS A^rT BE SDR 35 NC OR D:RC 5 d CLASS PPE. EXCEPT GASH Ff NIS 7HAtJ ID FEET, IN V'.'HCH CASE SDR 26 PEE 5lWl BE USED EL ASiGt.4-RC GASKET .IOtNJTS SHAL BE UT EJZED FCR PVC PPE, AtD SHAL COt1FLY WITH ASTIR F477, AS71A D:J3A AID AS7V F679 JORTS SHiL CO,PLY WITH ASTIA D3212, (OR COVl.-IY WTTHCRYC WUfTY STANDPIPES) 7. ALLINJ-SITE FVC FORCE SUNS (IF REZQJRE0)SWALIBECLASS2J90?214FOR 4- DIAYFTER AND CLASS I`JJ, DR 18 FO,L i012 DAIETER PPE LY ACCORDAfDE WITH At4Y,AC4NSTAIDARCS PVC FORCE 6ANPEE ALLERTH4I) 4'Dt4S€LEASH-_L BE CLASS 2:0 SDR 21, IIJ ACOEAI Y:E V, fTH ASTII D 224I. FORCE f 44..'JS SHALL BE SPi:RP1 WRAPPED WITH 2 NCH A ILE DARK HIRE Ell STICKOil VSJYL TAPE FORCE V.A; S WfflI l TIE RGHT07.V'JAYSH4LLBECUSS52DP,I-5,14'D:AI,IETER 8 ALLS.AI.NARY 1^ANHOLES SALLEE LOCATED U) I.YJRE THAN400 FEET APARTAIaDEHAL GJ"F(AhI TO THE V TAILS CO4TAI,E HERECJ, AS V,ELL AS WITH ASTIAC4I8 9 ALL DUCTILE kRON PIPE SHALIATEET PEOUiRE6'EIJTS OF AWOVA CI5I AJSI SPEC A2151 10. ALL DU.T EIRONPEATDF UlJGSSHALLBE PRO`ITEVJRHACREM110EPDXY I TREOR U'.?NG EQUAL TO PAOTECTO 401 PER FCU TSS A C5 4 4 ALL DPPE SHALL HIE A STANDARD WRDECOATNJG CO' PLYItJG WITH ASTIA C1518 i, (OR COIL=LY VINH CITYCOLPflY S7At'IDARDS) 11 ALLLOPS FOR GPAVITYSWR TOolS AND SERVCE COTTISTOLKY IS SHALL C. SLY V,"M 7HE FOLLO1J:8 PXIT1? AT GRACES 6'@ i(YYA V@ 042., 14AX:IOA SLOPE 2Co'k 12 ALL AN'JARY SEWER WORK SHALL CONFOVA WITH APPLICABLE CH Y OF OCCEE UT LIT ES DEPARN,:JJT STAY aJARLS AHD SFtCIFICAT 0IS 13 EDER TOCOA"0CFr.VCYBK WHICH REQUI ES CO*.'JEGT 1" PROMSEFACRITIESTOEXISTTNG LI,.SGRAPPi TEIAN_ES.TI Curl ACTORSH41LVEA YTH LCATIOJA:'DELEVATq'kS) CE EXIST DE CO'.NscCLOII ROLE (5) AND I AJTIFY TIE C'i. LER S EIJG'.*'.EER O AtTL COIFLAJTS O4 DISCREPAN AS 14 SANITARY SEWER MA. ISSHALL HAE SUITABLE 1WD, OT1O LOCATOR TAP-E(S)BURIFD AT LEAST 181;.HES ABOr, TIE I AN ]FIRES - 15 FORCE QATIS SHALL HAVE SUITABLE VAGIE7C LOCATOR TAPE(S) BU4ED AT LEAST 18 41GHCS ABOVE THE FORCE UPTON TESTING AND INSPECTION REQUIREMENTS: (SANITARY): 1. ALL GRAVITY SEWER FIP1 J3 SHALL BE STPUECT TO A VISUAL VJSF IJ BY THE GR EI t ERAI :)AFLCAB f J Cl A IT I 1 L Y AG= I Y. DUL CO JTRACTOR SHCUITF YTHEEIJ ER49 HIOVR5 IF FOR Ei05CEDU /JF LE £CTIO`. S Th CD ITRACTORS44LL R RFSPO:G!PJE FOR COSTS ASSOC IATED C C71OJ ((TV O'Th-FROPCS ,ES NTY SR RLICTrC 4T TRTO10Y TEE C"TRAC70RSLRZOVICECOPfE50IH NIISPEC7Y.fil TAPE TOTE F:3#VEER TH O,r^ER AID THE AFRICABI,E h1Ut!'OCALRYhI(FICV 2 THECOIITRAC70RSHALLPRFORI,1AIlBJFILTRATI9. OEXFILTRAI OF1 T EST O: I ALL CAJW Y SEWERS AS WELL AS LO J FRESSURE AIR TEST FOR CAVITY VNS IN ACCORDANCE WITJ!THE RE SPIRY AGENCY HRV03 .LR SDOTION SAID TESTS ARE TO LE CERTIFED BY THE ELJC1gER OF RECORD AID SLBVITTEDTOTHEREGLNA1VRYAGODrYFORAPPROVAt. THESCMEDULtIr,,000R- ➢N14TIVN AND NOTIFICATUA OS ALL PARTES 1S THC CUITRACTORS RESPO"ISIBILITY- 3 ALLFORCEh551ElSF AFPLCABLE)SHNIBESUB.IECTTOAHIDROSTATICPRESSLPRE TEST N ACCORDAUCE Vi17H THE REGUATMY AGENCY HAVeJG,VJRISor,TVI SAID 7ESTSARETOBECERTIFIEDBY THE Et G- ER OF RECORDAN'DSOBVdIED TO THE RECT-LA DRYAGECY FOR AFFROVA TEE SCEWLNIS CCORD`L4TICN A:D N)TOCATIONC ALL FOR IS THE COTRACTCRS RESPO JIB'LITY. 4 TEST11 J3 AID COORDIATNG pAPERV41)SHREPORTSA{ES ETC. FOR SEWER CER7tFICATION SHOULD BE GOYTRACTORS RESPO:JSI8t1TY. 5 RECORD DRAW,LISS SHAL PE SLIMPT7ED BY FL REG SURVEYOR TO 7H= ACCEPTANCE OF GJVEFT:NGAGENCIES WATER SYSTEM NOTES: I SANTARY SEV'/ERRS, FORCE1.4tJS, AhA SiORI,I SEWERS SHOULD ALWAYS CR055 U.CEfiNEA7H WARIER I.!?.NS.VSTALL4TI0'JS OF SANRARpSB,ERS FORCE VAClS AtD STO4.1 EWERS AT CROSSNGSO'VJATER Ilv1`JS ShiLL EEPER F0�.4E S0 A5 TO PROVIDE A ..,,L,I VERTICAL D.S7AtA"ESIB L;CFE5 BETI.EBY Th..I"IVERi OF TEE UPFERPRE AID THt CRO,.No-THE LOWER P , VM1H IEWR POSSIBLE TIE CROSS ;G SHALL BEARRANGEDSOV-AT THE SEV'.ER J)IITS AID VJATER,I) ITS SHALL eE EOUDETANT FROA THE FOOD OF CROSSNG WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JO HIS %';ERE SANITARY SEWERS FORCE KTATIS, AIDSTGRI,I SEVERS LOST CROSS A WATER LWOW IJ H LESS THAN 181I HES VERTICAL DSTA.C_, BOTH THE SEVEER AIDTHEWATER AApUSRJILL RE CNS7RUCTED O DUCTILE IRONPRE RE ), AT THE CROSS`,4>IDIP IS I OT REO'JRED FOR S70RI. SEWERS IF IT IS tJOi hlA &E IN iE 512E Ffl0?0>ED 1 SLFPC IT l-PIG S OF D TAUT &_ USED TOPRO.NAt'i::N.{AASEPARA710'.JOIOFEEi BcTV4EENANY TV^J02) KLITSI'ILEIU O'FD4P,TH SAIBTARYSEV'.'ERt..AYBt FLACEDIJA SLEEVES FOR NFEET CENTERED Oil THE PONTOCRO> TNT - A3 P_L,D ! SO`NiH=VVA7ER1 4-1 VJITHI'l2J FEET OF. THE CROSD,'G1DST BE LEAK FREE AID I FAN . ,CALLYRESTRA _D A V^,ARUM VERTICAL CLEARANCE OF6L:CHCS LUST BE V4k JLA FDAT iE CRUSHP WHERE THERE IS DO ALT ERIATNE T 05 V ER '-S CROSS OVERWATER IA R P c DOF CROSS! ITERL4 PORE RE UL FPTI-E-V TER 18 INNS ILBEEN LCES, AID1EFEET BR 20FEE JCUTSCENTEREDATTHE0,- PO!TOCROSSING SHILLS RECUR DThe WATER h"A!lSH41 BE PLACED INA SLEEVE FOR 20 FEET CENTEREDU THE PO4T OF CROSS tU ADEQUATE S7RUCTUR4_SU PORT SHALL RE PROVIDED FOR THE SEVER TO PREVENT DAVAGE TO TM_ WATER PXAFI ALLCRO SINGS SHALL BE ARRANGED SOMAT THE SEWERPPE JO:'I7SAID TIE WATER 14AIN ELF JJ!NTS ARE EQUIDISTANT FROM TTiipo:UT GF QRSS¢h3 HH PRES CENTERED U TFTE CROSSING) W R P H EA RGPO>EDPPECORFLSOSVIOS J YI iB P AJE S ✓uP E THE PAR BE C'S7Rt1CTED OF I i AND I$ CROSS..V SIiALI =AR I.eGE . !E - BC R _D SO AS i05A71SEY THE REGJRE.EJTSIDEITI. ED AB7ft COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PART{, LLC OCOEE, FLORIDA WATER SYSTEM NOTES <CON'T): V' FEN THE RECLAII, D V ATER LII,E IS 7R4H1 PORTL,A3 V,,,TER FOR IAOI I LP_LM ACCESS IRRIGATNO`J TFE RECWVEp WATER 1A.1 SHAH BE TREATED LINE A SA.ITARY SE4,ER, ARD A 10 FT HORIZO"TAL AID 18 KT CH VERTCAL SEPARATCN "ALL B 'A! 4 RA1,TD EETV'if Tl LE RECTA.,!EpV.hRR 1,"AIIIAND ALL E X1571'U^ OR FRO?OSED PO TABLE WATER VAA`G rGI :.,j%I SEPARATILIC IS REQUIRED BET\,EtI THEREC' €D VATERf,'AI:'1ND SCIJITARY SEV'VERE OTFERTHAN NECESSARYTO EllSUFESTRL TUR4Le`4TEC-4frYAJ,DPROTECTEDIOFTFEUtES7HEhlELVES 2AI XJS 10 FOOT HPVVZOTASEPARATIO`ISHAUBEt4ITAICDOTVJEEIrANYTYFE OFSEVERI40CLU,Dt;3FORCE''AII,SIRI' EXIST OR CR PROPOSED WATER VANS,IPARALLELFJSTA.lAT1TS,V.HJ,�RFOSSEiM THE DSTA*'TE FOR SEPARA710! S.ALBE A EASURED EDGE TO EDGE IN CASES AHERE IT IS NOT POSI6LE TO VAINTAN A 10 FOOT HN 7CNTAI S_EPARATUP TFE WATER VA J I NIA T BE IIGTAILED tN A SEPARATE TREITCHL OR VJ Ali U:DSTURIED EARTH SHELF, LOCATED ON UE SIDE OF THE SEWER OR FORCE VAN. A7 SUCH Ali ELEVATION I TO THE BCTTC'.l CF THE WATER VAIN)IS AT LEAST IB VrFAS ABOVE TOP TCPOF TEE SEVER LBE, AND WATER AND SEVEER C JTS SHALL BE S7AGGEFE V'FERE IT IS IDT POSSIBLE TO h"ANJTA.JA VER71C.4 DETA EOF IB LPHES LJ PARAIIAEL IIJSTA L EONS TFE WATER VAIN SHALL BE CONSTRUCTED OF Ol AID THE SEER OR FORCE i4A (SHALL BE CO"aTRUCTED OF D:P IP AVAILABLE III THE SIZE PROPOSED), W H All TO LULL VERTICAL DISTANCE OF6VDLIES TEE WATER I.4AIN SHOULD ALWAYS BE LCATEDABO'JE THE SEV..R SUITS Oil THE HATER I LANJ_SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM )] NTS ON TFc SEA VER OR FORCE M41N Tr STAQ3ERED "OUTS) 3 ALL ➢P P'CE SHALL BE CLASS 9) OR HIGHER REFER TO ONE AS BELOW FUR ADDIT0LAL DP SFECFCAIIUS ADEQUATE Ll.ASU.ES AGAINST CO ROSO'J STALL BE UTILIZED. 4 ALL 4 ATER VAIN PIPE FITTI ES AID APFI.RTEIANCES SHALL BE USTALLED TO COPY VOTH CITY OF OCOEE WAI ER REPAPTL':F_I IT STAIDARDS AID 1OE1IF12ATIQ lS 5 ALL WATER VALS SHAL BE VISTF_LED I THAT AA1%T O S6 ticHES OF COVER 6 A L WATER SERVICE LI ES VALES AND 1 _TERS SHALL BE STALLED TO SOLIDLY V, TH CITY OF CCOEE WATER DEPARTLOIIT STANDARDS AND SPEC FICATICNS 7 h€CHAT@CA RESTAFAD Pr AID FT➢03 JO,IHS ARE REQU RED FOR U,-D FGROUD VAIN P-LOG, (OCR C(Dh'PLY WITH FIT YCOU'ITY SI ALOA.RDS) 8 AILDU:TILEIRONP'FESHALBE I4ARWFACTIMEDVti ACCO f)AIY.EVlNiil E- ATESTED1il01JDFAVfNAC151JA2I51. PRESHALL BE FMII:SHED IN IB OR 2D FOOT SECTIOU IS, PPE TH AUFSS SHALL BE CLASS 50 MLESS OTHER' ,SE SFECCED . 9 ALL WATER SYSTEM CONSTRUCTIONUP TOAND UCLUDIO3 PONT OFhMERINGPJ.9 BACK FLOW PREVENTIU(IF FEARED) SHALL DEC LTACCORDIIP370TFEFREVIOUSLYREFERENCEDSTAIDARDSAIDSFEGFCATIOts 10 ALL 91 SITE FIRE HYDRANTS SHALL BE CAP TIED 1"ITI! h`GH (414DE El 41,t-_L FEDERAL SAFETY YELLOW (OSHA APPROVED , AID I.NJST BE LOCATED A AI DOAYA OF 6 FEET FAOPA THE EDGE Or` PAVER€IJ7 OR RACK, OF C!JRL OTMFA'O.ISE BOVIARD6 WLL BE REOhRED FOR PROTECTION ALL FIRE HYDRANTS SHOT LCOTIPLY WDHAWJJA STNDARDS CV12 &CTICREOF. 11 CONTRACTOR TO INSTALL TEMPORARY BLO'VJJOFFS, AT THE EID(S) OF PROPOSEDWATERVAIIS AID SERVICE LAIER41S TO BIJILDIUSIS), TOASSME ADEQUATE FIRSH!"N AID DSTN ECTIDUCHI ORSd4T10N 12 ALL 0JA7ER1'AOG SHIFT BE PRESSURE TESTED INA.CCORTAN:EV,7HAVVAA IAAN'IJALI/23CUJCERI:^GHYDROSTATC TESTKD OF PVC PIF003 OFF -SITE WATER SYSIFIA HYDROSTATIC TESTING TO BE Vr17NESSED BY CfTY a O. :E DEPARTPrctR INSPECTOR 13 ALL WATER LAIN3 6HALL IF STEPS RED LJ ACCORD.AN`CE WITH TFE APPLICABLE SECDff OF THE LATEST AVIJA SPEC F.ATKKI C651 AND CITY O OCOEE UTILITY DEPARPA IT S. ECf I,ATINTS 14A1WCWAT1RNAAJ 4'T012'DIAIAJFI BP'JG, SHALLC AR'1TOAVJYA C9017ffDR 18 STANDARDSF'ECIFICATYJ`b' PRESSURE CLASS 150 PSI ALL PVCWATER PAA1NFR.G LESS LAU 4DIAVETER S4ALLPF So DID 40, PERh5Th1SDR21, PRESSURE CLASS 2C0 PSI 15 ALLPV C WATER L'AYA SHALL HAVE A SURAS E AV,CPETC LOCATOR TAPE PLACED OVER THE WATER SIAN BURIED Iro LESS THAT 16102 AS ABOVE I AIN LCES THE TAPE SHALL BE AT LEAST 512 KI S THCK 2 JCH I N ilhl WIDTH, AID MILE VJITHAN ALU:OUM1,'ATERIALSAI7IJICWDBETVYEEN12UYERSOFPJLYETHYLENEVER fr SHALL HAVE RAR'JTED, IN FERh'AI''ELT BLACK IIJK V JBH DUE (I ,IT TALL LETTERS 'CAUTIGI WATER LI`€BRIED B LOA', UJ BUR BACKGROUTO TH TAFE SHALL TIDE OYa LAYOUTS BETWEEN WVVLES. ATM SECURED TO EACH VALVE "TER OTHER EVERS OR SERVCE Vs,_S J)JTHEWATER VAIN THETAFt USED FOR DETEOiIOIJO-7Y_SELILESSR4 B1tSFC!I'REOT07HE VA UMETAPE 16 FIRELINE SHALL BE INSTALLED BY A CO:ITRSCTOR, DULY LICENSED BY TFE STATE OF FLORIDA FIRE MARS"'IL'S GRACE. CUgRAC70R TO VERIFY REO'JKRE1.'EITS PRIOR TO CNSIRLCTYC'l OF THE FBE FROTECTIIXJ SYSTEh4 17. FIRE PROTECTCNSHAL SEEL ALL THE REQIIRD.'FITS OTHEE APPLICABLE VIN CIPALITY OR GCJUNTY. TESTING AND INSPECTION REQUIREMENTS: (WATER) 1. A11E:POl-"T TFCVVAIERSYSTELL,',"JC"O'r FI1TINGSH,DRk'I7SCO 'CTIQb,A'DVAL'ESSReLL RI. NUV.OEREDUHTLF',TOPERLYFRESSLRETESIEDAtDACCEPTEDBYTFEO,iIERSENGNJEER PRESSURE TESTS TO BE Pi ACCCEIKITCEWITH CITY UTILITISOPARLA- aSPECP-ICATICIAS COMPACTOR TO IJOT YTH-,OW?€RS ENC LEER AID APPLICABLE AGE IDYNSPtCTORS4341URSINADVPPE OF RFC hNJG TESTS. 2 C JRACTGR TO PERFOR,I CHLORlATIO; l AID EAST ER1OLCGICAL SAI,90TO, AND OBTAIN CLEARAI:CE OF DOV:ST IC AID FIRE LIT? WATER SYSTEL'A,1N COPIES OF ALL BACTERiOLOG.CAL TEST RESULTS ARE TO BE SAIrtTTED TO TFk01. _RS EN.A{,¢Eft PoR CERTITC.4TF0`l PURPOSES. 3. OORD 7ESTI?Y3ANOC4TP3PAPERVJOV' EPORTSIF.ES,ETC. FOR WATER CERTFICADOI SHALL BE COTRACTOR S RESPUS15LIT Y US . 4 RECORD DRAV,S SHALL E SUSAIRIED BY FL REG SURVEYOR TO ACEPTAJCt OF GOVERN No A.GENT0ES CONSTRUCTION SITE WORK TESTING: I. ALL SITE WORK CU. STRUCTIJN 7ESTIHG SHALL BE P-ERFORLEED BY A CERTIFIED/LICENSE CE07ECIE CAL Elr"E-ERING FIRM 2 ALL SITE WORK CEVSTRUHAI TES TIAd3SHAUBECO"DLCTEDNl ACCORDAICEVY11HiHE PRO,ECPS GERCh :CA REPORT AID TOR THE TEST921 PAR AXETERS OF THE LOCAL IV,I'LO AL17Y JAGIRCCYRAVIN'G NRISDrPCHOVFRTHE SHE VAORK 7HELORESTPFIGEIIT REOUiPEt etf7S SHALL APPLY 3 CG eSO PASS 'I TEST RESULTS SHALL EE PROVIDE TO THE DEVELOPER, ELG'IE JER OF RECORD, CON TRACTOR AID LOCAL h9JUCIPAUtt I AGENCY FOR PURPOSES, SUCH AS BUD N3T L1Mfl ED T0, CERTIFICATID'I, AtO ACCEP7AtrE OF FACILITIES BV TFE DEVELOPER At o I OR 1 UIICIPALITY IAGNOY. 4. THE SERVICESOFACO43TRUCT"4TESTCAGC OTECH,tI ALRRfAS, ALUB RETAtl;- BYTI+ DEVELOPER, UNLESS OTHERAISE SPECKLED IN THE 8D DOCUTAL ITS 5 SAO VILL HOT BE RESPOSGL.EFOR SCHEDULING, COCRATATIM OR EVAUALCCID= THE SOILS IESHIOG AND CERTPAIRON5 IT SHALL F 7FE SO.E RESR"NfS'3UTY OTTHE CONRACTM T01,!AKE TE IJECESCARY ARRSHC{L'HITS DRECiLY VYITH THE SOILS TESTING LABORATORY IGEOTECHi�C.4L FIRMA!,'] THE SITE C:TRACTOR 6 CU7RACTOR SHOT B=_RESPONAE'E FOR ALL 7ESTINCAAPEWORKOREPORTS, FEES, ETC FOR TELDRATPf?0'AER AS REOU.RED BY UTILITY CCNPANES. CONTRACTOR SHALL BE RESPESTIIE FOR THE FOLLOJ,Pd3 ISLAS RELATED TO CO:JSTRLY`TIQJ AS BURTIRECOR D DRAWITXS SUP\ Y:GTESTIGAI]PROJI OJO=DOCL,-4TSFOREt}+EERY C T CATI ! P.A ER IX 7H55 L6E ih N UA R R ED AID V LL6 UBECT TO TIED ATON BASED OJ PR4ITL R R .III 1 EW E"_li5AD5ERDVA301 C61 ORI.'ATION 54,.18_SLSN .TIED IlFOJ.OWi! LISP ITS HyFJAPfPcR)COPY, FD BCFD lSTAIt FL/l CO RD'ATES UFO;JCCXTPLEFO OFCOJS7RLh.71OU THE CONRACT0R SHALL FLU H THE OAI,ERS ENCLEER WNH C:PLEIE ASBU"LTJ -PCOMDRAVi J>HSOT.ATUI,CERTIFEDBYARORIDAREGSTEREDLAIRDSURVc YOR THSASBU1LTASECORD DRAVVB#3r,I'C1,,1,kTV,JSHALLItrLUDEY:NERTELEVATIO'J3, LOCATIQJS OF STRUCTLRES FOR ALL UTILITIES INSTALLED, AS VitLL AS GRAD'= SREAK LOCATION AID EUPATION3PORPROROSEDCO STRUJTVON EI N)_N''EERSCERR'CATIOUFOR CERTFICATE0'CCOMNICY P 0) PURPOSES WILL BE VALE VDIE THIS FlOORFATIDN HAS B=EN RECEIVE AID AFFROED BY THY: O'!!R"tR'S EI33"REEF AND THE CJJERII;N3AGEt LIES GENERAL. I COTRACTCRSHAUBECO%E FAYLKAWITHRE SPECIFIC REIXIFREL"EITSO'AL SITE DEVELOPIEtTFERVTS 2 CO."TRACTOR SHAH PREPARE ANOFLE THE NECESSARY EPA -ALOES PERCT(S) FORT1,S F'ROECT. WATER DISTRIBUTION SYSTEM: i. CO:iR4CTCIR HER MOViDETW'O(Z)CUGECU7IE DAYSCPPASStTGRACTEROLOSICAL TEST RESULTS FORTHEOIISNE WATER D STR€TROII SYSTEM 2 CUff RACTORSH4LLRGVCEAcBU=LTIREC.rWVG CERTIFIED BY A REGISTERED LAID SLECT)OR FOR ME WATER I FIRE DISTRIEUTICX!SYSTEIA WELCHVUSTIDENTIFYTEELOCATIOIJOFEACN{CHLORDEl!l I"CTIOJAIDBACIER!aL 'CA TEST SAV?LE PoKH') 3 CUMCICTOR SLATE P101-IDAIVIOAOF 48 HOURS NJTCE TO 1313'RERO'- RECORD AID APPROPRIATE CITYCOL14TYIJSPECTM TO SCHEDULE ATTENDAIY'E AT it REW:REDO'TSLIE WATER DSIRBUTION SYSTEV(2 HOUR PX I,�VCV) PRESSURE TEST PAVING. GRADING 8 DRAINAGE SYSTEM: I. CONTRACTOR SRALL PROVIDE FOUR (4) SETS OF CERT IED AS BULTR, EC DINGS FOR R,_ PAS4r GRAD' :G AND STORYAATER IArCGEJvIT SYSTPA U;ALD 7T3 BUT NOT L11,1TED TOILET GRATES, POE SIZE, SLOE, LENGTH AID U VERT DATA, PONE) ELEVATIO: JS, OUIFAU. STRUCTURE AID PSCHARGE PPV P, PAVEVEI9 GRADES AID,.ARKVO3S, Fit tSH FLOOR ELEVA71IXG THESE ASHITUPWNRSS SHALL IT AU. } AN VDA GlthslTS N!SDE OtKTE ASW dL AS OFF -SITE 2 COITRACTOR SHAL PROVDE AS BUTTfi2E D"„'GS. PRNTS AND DISC CER71FED BYA REGISTERED LAND OF SURVEYOR - .. t THE OFF SITE PORTIONOF THE FO4D,'A1 lViiH'!FV_'LICR-0,1'! OTHER: 1. CCYIi RACTOR SHALL 1.107E THAT THE R,V',l-J,AP"RO'JALAtDACCF.PTAJ E FRCPSSFORTIEEIN'TY_ERIIG CERi1FICATIONGBYTHEAPF, PRIATEACFI}C'.cSTYPICALLYTAK SG.TV,'EEIJU (I)TOTV,O(2)1.VI HS. MG PROCESS WILL AFFECT THE F _dl CERT IF CANE O`OCCUPANCY FOR THE FRO ECT, AT C C4 '113T Ch"VE!DUE RILL THE SPECIFC PARITIES HAVE BEEN CNG7RU:TED SURVEYED, INSPECTED, CTED TESTED, AND ARE READY FLAT CERTIFCA7IC14 2. TITS LIST O-R WRELIDITS OC SI\CTAD 5 1 F DIRE SA Atli OirHE QR CTITSV I. H14A DIED BE B= 1 ). NECESSARY AS FRESU!TOAIlY BU LD'::lG PERICI OR Ot>ITEPP J PER1ai5 t"" f ' rU4 AY t.EE 1AT ARSTORV UD BY TE CONTRACTOR, FOR PUSFOSES CF' C:IaTRth,Tlf P3 The V. ATER DSTRG3UTIOtJ, SANTARY SEWER 0,R SiORhMVATER lJAIJAGEH!fNT SYSTEV GENERAL NO`I:ES BRIGHTHOUSE 407-792-0113 DUKE POWER 407-629-1010 CITY OF OCOEE SOLID WASTE 407-905-3170 CITY OF OCOEE PUBLIC WORKS 407-905-3170 CITY OF OCOEE UTILITIES 407-905-3159 LAKE APOPKA GAS 407-656-2734 15. Know what's below. Call before yo u u dig. LEGEND 94.0 PROPOSED ELEVATION EXISTING ELEVATION DRAINAGE FLOW ARROW SP�7 SAh1PLE POINT & NUh1BER -*---- PROPOSED VALVE & WATER LINE -*/--^ - PROPOSED VALVE & FIRE LINE <-.A- EXISTING VALVE & WATER LINE 5-101 STORIH STRUCTURE RIh1 RNA EL. OR FLOW! LINE E FOR TYPE 3 OR 4 STRUC. INV. INVERT ELEVATION El-- ex-sm - EXISTING CATCH BASIN & LINE HOT- Ell— - EXISTING MANHOLE & LINE M--- - - PROPOSED STORh1 DRAIN & LINE ®- - - PROPOSED STORM IAANHOLE & LINE EXISTING FIRE HYDRANT ViITH VALVE & TEE 1101 PROPOSED FIRE HYDRANT WITH VALVE & TEE - STOP SIGN --- PROPOSED SANITARY MAIN/SERVICE - O-- - EXISTING SANITARY MAIN/SERVICE HEAVY DUTY PAV AI ASPHALT NT L E E REGULAR ASPHALT PAV Y NT E E EXISTING ASPHALT PAVELIENT CONCRETE PAV II NT E E ',\CENSF''-..A' 1i %-S \\ .L 'T WWIA . * c 3 :�: SHEET TYPE SHEET I OF I n� : LORIOP,: �?, I. I/DNA; _ .70E + 2I-010 �w 1,11 oF� N aN3 N 87'50'56" W 29( 1 I , STATE ROAD 429 ^ // RIGHT OF WAY---���_ OI O � NI \ /3I a MATCNEINEi (THIS SHEET) zl 2� i 1 I I _ I s e7�so'ss" vI �' 34.27' AA MILEY AMEM A.880 I T S, Imo. kDlZ'T S19'52'31"E 21.38' S42 \ 135'23'16"E 135 I .00' I SOS'11'56"E I 1 S12'16'44"E I 172.00' 1 I 1 1 I I . / 7S16'26'12"W I I 137.99' 0 , NI I S06'41'47"E "v l 220, 00' Z 1 `ol Q J Z I— w I\' I I � t A- S40'17'28"E CADD1YG B420 I 1 I I N 87'10'03" E 967.70'— I I I I I COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA 1- _ _ �-O O'18'44" R=28672.80' L=156.24' EXISTING CONDITIONS 020 50 SCALE: 100 1"=100' 200 300 LOCATION MAP S7, T22 S, R28 E SOIL SURVEY DESIGNATIONS SOIL TYPE CONSTITUENTS 15-FELDA FINE SAND 0-2% SLOPES FINE SAND 20-IIdk40KALEE FINE SAND FINE SAND 44-564YRNA, WET, FINE SAND 0-2% SLOPES FINE SAND 46-TAVARES FINE SAND, 0-5% SLOPES FINE SAND 51-WABASSO FINE SAND, 0.27 SLOPES FINE SAND 54-ZOLFO FINE SAND, 0-2SLOPES FINE SAND 5Y SOIL TYPE DESIGNATION ON PLAN 11 TEs: C0'1TRACTOR SHALL PROViOE RATER / po"ER / CO'a-A. oE4o IN TH LOCAL UW11ES 2 CONTRACTOR SHALL PRO"SE ALL PERG�.ITTING SERVICES REQUIRED FOR YELL AHANDONOENT N0. 54864 • <' 3/17*/22 SA OF SHEET'ril>>:: SHEET I OF I .JOB # 21-010 — --- — I E _ - J _ ox I �.. � r... _... _ - .b•--. -'a. _ _PULL Dox — — - - Bn% SCALE: 1"=60' f •- -'- --_- _ 012 30 60 120 180 Y 1111- //- _ _�._.. ..._-- ) `-".-_--- e • . - I f I j . PRG'QFED CONDUIT FOR I '-0 1 POWEa a co..xmrllcnnoN 4= 3'56'52" sERIC 5 (3 a Pvc) , • I') , € � R 7 884.86' gg 1 L 129.87 I z 00 v o� ) c CD O� al hI'.,P TO En Jq I-TRArNs=oaLIER 3 «s — '^•- N00'23'40"E I � � Q � \ 61.38'� N 87'23'34" Er-295.35' _ _ _ - I _ LOCATION MAP _ _ -_ = f u ; ` ' , • °Y,A a �I i� o S52 43 14 E �, r- --.'" -- — S7, T22 S, R28 E a3.00' —�...:----:.:.........-....................................... � �_ � • � .' I I � �. I !E= • �,. 3 w r LL vt o• I REoaO TEencnu N (n �� T - '? �o' \ AREA '. 9 O I �. { TRAUSFOAAIEAS 0 - oo I j STAY ROAD 429 ( `,' - z .$ RICflTOFWAY-- -ter r ,rt t±. - _ �(_ �-` - _ _ tr - TRAT[roaerea C9 CO T... J c. P! 87'S0 56 YJ 290.85 � ��� - _ _%% • ,i A [_, =1 N t ,' J _ . __ m - --- - -- . • 94s; PaoPo�£n conmT Foa t• eo e ca uri cano+ - _ - -- --RWc£s (a-e Pvc) o-1: _ --- � --R , � a U �. —_ 1 9 ' - � �= muNSFORDER O I _ _.. _ — _ n PULL 60X— " +*o- Jw=., _. 3 3 — z —__ - - -- ` 1 a Y .. °`' _—__--r--.� .—_, A �� fr J €o.—_ • I E 000.E A OPNA' ftOPD PLAt.S BY [..IEY S j{ PROPOSED CONDO FOR POMR S - j J � O ASSOGfATES, AG O Ln 01JS1 Y C V SERt'.C£5 . �'�- A Gl1T OF WAY It,F6R1�lAi C V <c u Ano• p� O ' _ TRADSFOa Ea (3-4' PVC) ] r.4QD ..l !t PROPOSED CONDUIT FOB POWER TOI - - ... ( OFT STATO4 (z 2- PVC) .) �� • �- c PROPOSED CONDUIT FOR POKERS J JV P O of (n ca-�unICATOrN SE-CEs �`' (n :f I r n III 1 EDE I ca 0 1 Zoo N. _ • BLDG 700 4 z ` --t t9 g " _ { 95,100 SF ED II�- \o Ilr_. I f I" 1 A I 1 00 8 44' ! - _-� 1 �_- . -I �uEL Do. # , 28672. Eo ca ov T FOR -T-:71-']- 7TT- {-_ _ _ TT:.1 I ( I CD L. 6 I { , ' 1, cooa0. } 1--"—' �'� +L 7 56 24'80 CO.I �UTICATIOV 5ER\:cES�J �V� t i..f L: ! �1� 11 POVrER TO i 'S Y • VI.. , 1 I �� PULL BO% l,,.E i..i I j 1�� I�L.t-i It1�I f..� __ i I P �1 IIi� Iusl _ - ��� i I L'I L f1 — __ — — _ N 8T50'53' 1'J 992.27 — _— -- — � -- �`':: _.-. .. •-- s -. ''�.-r-=-- ---"- - :NEW ST 1 .._......,.,.e, -. _._ .__- _ _ - - - - - -'"IIVEW STREET PLANS BY _,. LEY t , ASSOCIATES 1110 FOR RICHT OF — — •� — PULL BOX FGR FUTURE `' a7.5U55' w 626.00' OOTT. OP BTLI E5 YlAY r..'ORIRAl10Y w Z� SMILEY GU AM Ammm ASSOCIATES, DEVELOPMENT PLAN DRT DRT FOR GENERAL UTILITY PLAN * . 3i'a'�22 : * _ SHEET TYPE nsc hls PROGRESS COMMERCE PARK, LLC No •'?`�' ssJo R SHEET 1 OF 1 CHK his OCOEE, FLORIDA s Nh„ CADI)Y1G 8420 " DATE 3 1'7 22 JOB # 21-010 MATCHLINE A (THIS SHEET) �PORION OF PARCEL TO REnwIN vncmlr 51ATE ROPO 429 FIGHT OF VAY — O GAGE --0)-22-26 IDNO-00-10> ZONING; A-1 N 87'50'S6" VJ 290. I V STATE R... 425 5 ��� /I1 / t I U RIGHT OF RAY ' O —, co cn d m r a o 3 O O C7 Ico Z_ co ;r �I o i ILEY AMEMASSOCIATES, W. � IU POROf PAACEL TO RErAAIN CANT MATCHLINE A (THIS SHEET) DSG I his CHIC R1S CADDFfG D429 �Slll'52 21.'31"E 38' S42 1 \ 135'00'16"E I 135.Od S05'11'56"E 203.00' I 1 S12'16'44"E I 172.00' 1 1 1 I I516-2612" VJ 137.99' 01 VlETLAND O REMIN NI 2246 AAC. S06'41'47"E 220.00' I Z �O I I I I i S40'1T28"E N 87'5055- Vv OLO— Rr,'ATEE/ENO n Raw ALLSTATE FUNDING CORP O)-22-213--O -00-M ZONNG: A-1 COMMERCE 429 DEVELOMENT PLAN FOR PROGRESS COMMERCE PART{, LLC OCOEE, FLORIDA OVERVIEW PLAN fA= 3-56'52" R=1884.86' I L=1z9.sT 16DE TI-USE TRAIL SEE OCOEE - APO?'.:A FORD PLANS BY SIAILEY & ASSOCIATES, INC. FOR RIGHT OF WAY INFORUATIgI 5=0 0'18'44" R=28672.80' L=156.24' 5FE OFF SITE roecE rnAN UTILITY PLAN SCALE: 1"=100' 020 50 100 200 300 { In LOCATION MAP S7, T22 S, R28 E '�\CE�J NSf • �C �L F; NO. 5:884 c l 3/ti/22 :*c STA1E of 0NA E ENG'�� 1 SHEET TYPE SHEET I OF 25 .LOB # 21-010 A AMSMILEY & mmm ASSOCIATES, k%n, I DRT DRT DSG ms CHK ms CA-DD)-iG B4?9 MATCHLINE (SEE SHEET C3) COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMIERCE PARK, LLC OCOEE, FLORIDA DEMASTUS LN -------- -- - --J PAVING, GRADING & DRAINAGE PLAN y l_ 11E OCOEE — "O'll ROAD 11-11I.S BY S"ILEY & ASSOCIATES, INC. FOR EID.1 0' WAY INI0RDA110N KEY MAP II01's C94MACMR 5LA L P4AKE NECESSARY ADJUSTMENTS TO GRADING AT HOTTOIA CE RAIJPS TO PREVENT PONUTC. CONIRACT ENANDER VATH AIlY FIELD 1550ES PRIOR TO STAR PDUFL C2 j*'- SHEET TYPE V&2 A� ',,j .. of :SHEET P OF 25 QVA L ol' I. -WO, JOB lAr 21-010 MATCHLINE SEE C2 FOR secnal cur (SEE SHEET C2) 1166 d S 112 1152 II73:. `m 111 J tl 1203 - ,16 0 1 I5 1 f 116 0 RA"`I - _ ° CD Q 120 3 1155 .j q j ° CD LL Z i t 3 ° (n I ! ! a - ,iJ3 115.0 II 1i4.2 s-z05 t --A,- z oo a Ur a 114.0 II°n19.3 sA I A T C1 SHT C17 a ° I a ° ° (V LiJ Al ° '"L' 1203 11961 I III i q. ¢s ' I -CURB EA- PER FOOT € ao3 ° d 1159 ° 1IGO 8 1201 RAI,,P- A-0 x O 52202. cR-c o I � I I- I 60 ° ° a4 ° 1203 ,2 11J3 n� 5-20°� � I i_ 01 I �i 164 1 1 io90 N ° TER t I 116 0 ° _Ap_ � I _ — 1ml lI I I I 1 0 _ 1152 114 Qua 115.9 o 11, 1160 - i op i-ao5 a PPE ° I ' _ YO iRrnOR 1203 z R OJ�7 BLOC q N 11 J.3 W Z O' m ° 120.3 120.3 u _ per I. 164 _.. �� mi a a ° a�° ° °e1v.o ,.j� I I '�j I � o j I I 11/3 e a ° i lj Q O Q �! k - 2 a O L,_ z 12' ROPE FOR Cn !) ' ' ° a �e1nc GRAIN DO -tl 6"0 --c---- Q� I' 202 1 t1 N 6 �1jj w L 5-2Oo a,. 4 J� � IIA 5 N ° 11 a.0 ° N it4 5 s I 9 Lj ,0a.6 N ° I ° ° m ,I 1203 , 1201 � E'ocP=E AP -A ROAD' S-210 I ° PLANS BY S LE k 1152i AIATCI{ 19 V, d ° f�J ' ASSOCIATES IIC, PROJECT 1 110.5 S °F04 R11L PPE d B21 006 FOR NOBR IN n /� RIGNT_OF WAY G ' 16o at ° ° C SHT C17 wZ 3 11 it 1 II av CURB 2-G PER { I 115 5 B STD 922-002, CR-G 1. f 1160 I �� I S-20J =I ° ° ° 4 a 1Ga 3 sr a ey - i CURB U-P PER FnOt 108,3 N L ®I i ° LLo� 51D 522-002, CR_G � a 4 ° 64. ns9 °a nzo 5 i I o=o o,a as n6O 1 ° tF a ° L �Z 20 5) R=2867280' s 1 -i n5,4s.a 1zo.3 L l56 24 1 naz a ep 106.1 sA\ °Rasp- ( i 1-1 U. 1203 120.0 I 8 i. n 1164 If 1 e�'JP 10 LHO � 116.4 08 115,8 11J 3 �. ii5 1 �- SCREEiI,IVALL CONNECT TO 16 RDPE " {/'��- �+� _ SCREEN 11ALl - - i166 ^\� 116.9 T _ 1 \ SEE 'N ST" PLAtIS BY � - SVI „N E11 AS PLANS . I Sv. LEY 8 ASATES :1C., 116 0 116 3 p[ ®- PROPOT p21 DOB F _. --- �� - -s _ `_-----e,� 1- CG ECi 0 16 HOPE n ASSOC. ATES, <EE I.E1/ Si PLA lS BY f AAM ILEY ISOCIA ES, un. nRT nsc '�-CaIIIECT TO18 HOPE _-- - - S-IL1136 A550CIAIES, INC.. _ _ ECtI 21 006 FOR `-® ---$� SEE 'M1EW ST" PLANS BY " _ - - PRMCT 921-008 NV. 106.6 y _ o11 & Ass 0C1ATE 5, I C I - { �' sEE '1 Ev sT• PLANs ev _ Doa 011 — A ' �-• _.,1ILEr s As=_a,Ars c NEV7 ST ' - -b _ _ -s-6 Jr o G Pcr n F SHT C17 ;,1 1TR r - - --- - __- ..,-... _—'--, _-_:N 87'50'53" W 992.1.7 — — — — _ — —— �@ I I d COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA PAVING, GRADING & DRAINAGE PLAN SCALE: 1 "=30' 0 6 15 30 60 90 KEY MAP C ND, 54864 • 3 3/1 * ; * = 21 SHEET TYPE r3iAlE FEORioF :\�w= SHEET 3 OF 25 ONgL E�G`��,, jor; 21-010 1 1 I 1 TOYS 109.0 BOW 105.0-\ HEADWALL ' PER GDOT INDE% 430-030 ' \ � I OUT \\iC 105.0 CONC. FLUME \Y/ ENERGY DISSIPATER I I I 1 SEGMENTAL RETAINING 1YALL t1J trJ 1 M I i o I a; N I I ' I I' \ __ SEE MASS GRAp.1.G - __T}O6 PLA'l5 FOR OJfrALL ,� OTES ADD DETAILSIIIII.1..1111111111.111 TO 109 0 AM ILEY & 830 6 ES, �10. DRT DRT DsG Ms CHx ms CADDYM B4?9 (SEE SHEET C5) COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA I 1 B SHT C17 L -- --- _.—,AACTI IC 1 N . PAVING, GRADING & DRAINAGE PLAN SCALE: 1"=30' 0 6 15 § 84 30 60 90 diryil,r KEY MAP 4f C4 ••• F% W. 51864 L ., a - 3 1' */2�2 SHEET TYPE BTTAOTR�IDP SHETT 4OP 25 - S0B 1,1 21-010 A AM SMILEY amm ASSOCIATES, wo. I cim I ms I I CADDWC B4P9 I MATCHLINE (SEE SHEET C4) COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA PAVING, GRADING & DRAINAGE PLAN SCALE: 1"=30' 60 90 KEY MAP C5 W. 548e4 SHEET 5 OF ?5 JOB # PI-010 - - - - - - - - - - - ------------------ - ------------ - ----- ------- - - - - - - - - - - - - - - - - J L "1 .0 --------------SHT C7 -------- ---- tots s ----- ASSQCJA N 8750'56" W 29085' loos TES, TiC It --- Atl� To LANE Sl�,Fll SEE MASS 11NO S- 03 -- BY SMLEY & A P—ECT 4 20-OD7 - ------------------ — ---- 1 07.5 E 329 U IR 112. --- ------------------------------ ON AREA —RESTER _F - - - - - - - FEE -SS GRADING Z �LA 6 BY SMILEY ssoc"'Es. PqO .. ................ IRMIFIT 20-.O M E.S OOT "d, 'U"p i FT ---------- 5- ----------- ---------- ----------- - WT------------------- -------- A, I 11K Do, 130 'TO 522-02, OR-C -311 _____2 FT SUI,iP --------- ----------------------- --------- T. 2 N 05 E SHT C17 o ��_SHT Cla '158 LF OF 18', HDPE 97 LF OF 18" HDPE g II 12.3 5 "OR 11 4 S-302 1 3 r4 1BA.9 11 104.3 E 7 LOADING Z_ DOCK �li116.3 (112-6) STATE ROAD C'12 0 A "G., BE Illy 4 > Ld 0 Z �3 0 — u _j z Do Fl- _j 's 116.1 e N, KSHT C17 BLDG 700 95,100 SF FEE 116.0' NAVD -309 11.0 SHT C17 X -11 �21 A A SMILES' & COMMERCE 429 AMEMASSOCIATES, No. DEVELOPMENT PLAN PAVING, GRADING & DRAINAGE PLAN DRT DRT FOR i5sc IAS PROGRESS COMMERCE PARK, LLC CHK -US OCOEE, FLORIDA f,AY)nwr pigo 0 6 15 SCALE: 30 I"=30' 60 90 KEY MAP NOTES 1. CONTRACTOR SHALL ElPE NECESSARY AD, 57MERTS TO GRADING AT BOTTOM OF RAMPS TO PREVEr T POND NO CONTRAST EROUEER M ANY rELD 155VE5 PRIOR TO SLAB R, C6 no. 54W4 VVA, dl" SHEET TYPE SHEET 6 Or 25 JOB 11 21-010 A ..,9MlLr—_-_y & Amsm ASSOCl/\DES, DRT Ulm- CADDWG B429 S06-41'�7'-E 220.00 WETLAND < I - - - - ----- ----- ----------- - ------- --- - - - - - - - - - - - SEE --------- -- R,,,s BY 20' OV O S40'1 7'28"E 395.00, W IIII/Ifill, IIIIJIfIll, I I " III ti/it, p) INIIIIIIII Ifilloll I th :, XIN", 11 LAKE '4 0 ,----- - ,,, "ASS I P-6 IIW IAI L Z DRI R TE-DU AREA RKA-G MATCHLINE (SEE SHEET C5) COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA PAVING, GRADING & DRAINAGE PLAN SCALE: 1"=30' KEY MAP C7 30�02F2 SHEET TYPE A SHEET 7 OF 15 JOB kl 21-010 dEW111,4/ SEES OCOEE AOPKA ROAD PLAIIS ASSNC. 009(BY OTHERS) 10' C-900 (FRE)AllI0 G.V 6PLUG(aY P.O, S. RESEE OC4E AoOP„A ROAD ( _- PLARS BY SV,EY 1 ASSOCIATES, IBC. PR" ECT FI TUBE RECLATTI oAIER SCR CE I, po FOR I'r ORMATIQ4AL PUkPOSES O.LY I SERVICE DETAIL A SCALE: 1"=10' AM S IL Y 8c AMMASSOCIATES, Pam. - - DEMASTUS LN E.. 3'S6 52' I I 3 ne.z - - - - 15 sneer A __ ' n s.z FB ASSE, e, Y,os 6D v - (poPoo ncj 1cE - - - 104.62 E -�,\ SP U2 - FLAI GE " ABOVE .- 1- -- l 4" P5C Y+.f 10452 1'-- FlV EO GRADE -- 4 x2 TEE 5I/ 801 (DG.IESTC) _ ®5�1 w Lone TEE 2" OR siGP -• 273 if OF 6" SAl1 ®0ISR ®+ g' ,1/ 8 ON, v 813--To c�9oo n•, 8 SAt, v It 4'%2' TEE M/ 812 �'-'-10" C 9v0 K.r^�� \ _ i m Iola TEE 4 Y2 kEDUCEa 2' CORP STOP -. I / \ �5 `tOx9 lEE �} 2'x2" TEE G.v. B1A BiS W/ 6" G1 -" 1x ~ \ 80Z� i -- 2" GORP STOP w f0 C-9W lA. _ 811 2 PVC y SE-CE n10% E SCREED YIALL / 6' G v v F>a AssEraBLY ED ASS It" ujolso I (Doa�n\, i \ Aeo Osc d , 1 J COORO. Y!/ AIEP .!,:SHED CRAOE d P -RP a I c ! i EF, ASSEv.BLY j ! V a I _ ° 8%6 TEE RA G4' ABOVE I 11/I6- G V i oll Ni. GRADE a ! I° I{ m ! 72 LF Of G" PVC 2" PVC SER\CE d I ( w a 11N.ViCE m 1.07 /'COCaD (DOt,.ESiIC) 6%6) o,E803 ! d i a ° ' OLi Z p oa I d a i I i �Nw d m -- M i {I e d N Z U F SS'n'BLY FL i GE 4" ABOVE - FlNI_HEp GRADS < a Q I� U N , i 9%6 TEE ° I O LJ , r 5'I/6'GV i Q t vRi� ad i 3i o I a J COOCE I'D 809 81' Illy d Li a d__ I J 70 lF OF 6" PVC ° ex6 TEE !° ° I {' SERVICE © 1,07. ° I a ° Vol 6- G.V. _ ° 6 C 960 1l1A -5. BERD FH ASST„B,Y FLAAG£ 4" ABOVE ED SIALD GRADE 2' RIC SERIYCE_ (DO!rESTIC) d a%6 REDUC�'ER P V 8 GFP {I I I { 1 ° ee%6 TEE I I ° I I II e d V H-2 Tss 106.87 Ip6J7 S a N ` PIV 6' B,P V/ FDG cooaD, lv/ n,EP I g �I f f ° 11,� ! py1° 4 ° !� , �Yl� o ° d 72 LFPVC I SER\'ICE � f" CD ° 8%6 a 1 RIil1. �� COORO. / A1EP 1 ° ��fr 1308 e BD6 ° ON L, Z I a!/ 6ICE V. iI I FI�Ai54OF Ep4GRA0� lI "_RA,IPe I/ Z EO <' A50V< C Z CID r- N n P,V. 6' SET,_ pGELA.NCE _ - Fr. SHED GRADE d PUACP-6Y61EE 807 ° a N LLI Q� , , { I ' E::]SV e%e rEE w/ e^ n P,V, B' an,reauZ 0 3 I ` '� a / %d81EE B / / 8 GV, \II R I 6' C-900 - (FIRE) "goo"" "" M A TC H LI N E (SEE SHEET C9) COMMERCE 429 DEVELOPMENT PLAN nRr D13T FOR n3G 1dS PROGRES3S COMMERCE PARK, LLC CHK I ms OCOEE, FLORIDA CADDWG D429 WATER &. SEDER PLAN SCALE: 1"=30' 0 6 15 30 60 90 KEY MAP UTILITY CROSSINGS 801 BOT. YflA = 115.5 TOP STM 114.3 802 BOT. YflA 112.' TOP SAN = 106.5 803 BOT. WA - 111.9 TOP SAN - 106.6 804 BOT. MA - 111.9 TOP STM - 110.2 805 BOT. P1M FL 111.9 TOP SAN = 107.8 806 BOT 1YM FL 111.9 TOP STM = 110.8 807 BOT Rod FL=111.4 TOP SAN = 108.0 808 BOT. STM 109.7 TOP SAN = 107.8 809 BOT. STM 109.2 TOP SAN 108.2 810 BOT STM - 109.1 TOP SAN 106.8 877 BOT. Ydd 112.3 TOP STM 110.1 812 BOT. STh1 108.3 TOP SAN - 106.1 813 BOT. P!M 111.7 TOP SAN 105.4 874 BOT. STG1 - 107.7 TOT. SA1J 105.3 815 BOT. YVM 110.5 TOP STlA - 1D9.5 •�(cerasF��C�''. c 3 1ORIDP ° zz i * SHEET TYPE LOR1 F : SHEET 8 OF 25 �G��.� JOB Jr' 21-010 mom An SOCIILLY AT MATCHLINE (SEE SHEET C8) -ISIED GRADE— FDC ° Y ° .i e>,o TEE 1`, d N li Y/6 GV ° °` , to d o) Ad O ° ° I in d ° ° /-ors REDUCER. Ptv. C. DEP W/ 'DC I I ° -A- F11 ASSFI+8LY RNJGE 4" A—E FWISHEO GRACE � o o I a� I 6"tC 900 11 >�—' _ —� _ 1 70 LF OF 6" PVC ° 226KENO Ci o „� P ° 8Y6 V1YE r �I Q 8 1 I II e a 1 fRI AssFJ ELY I I I' Y (j i a ° 8%6 IEEr RANGE 4" A90\c E d ° ° W/ 6` GV IIIISRED GRACE O 0L,- -� ° °� d° ° ( i �I � �a � 1 ° I e7s2eR°LUFIaEOF PVZ o .os W/ 'II I ( 0 Z 00 GOOPDW I'EP 0 O I 1 i— w it Lei ° ° L.� 1ts.5 rd8-i d I— Q ° ° r _ � l oBo rJ a ° d° --° -_,3 d 0 O b ° ° o ° °902 d cc D N W 01 ACS1 BLr ° iL JGE a A90VE ° - FlNSHED GRADE ex6 TEE ° ° ° - d° ° I 1. >a d - ° 215- "'D ) A=0 0 18 44 Ad ! t I =28680 L24, 156 24 i °Poop— 15'BENDS 1 j AS 6EtD �i RAGP - 225' EFND C—D. W/ "EP (P.0.5 PE) { f / ®SP14 COORD. W/ PER F SEE UOTE i __ S 6 co, t ECT TO I f I T A I f \ (POS FlR )— (' PIC-C S R CElk� NST LLED I —s --� CONNECT TO "I ROAD STUB CONNECT TO ( PVC SETUB I 4 pO..ESTIC SER\'ICE 111E I d 8 tl 1 fiH ROAD PRO.ECT) f+— •> -�_I.. 6 1l (sER\'ICE PR INSTALLED SEE !EY SO PL IIS .,� _ — _ __ _ -„ -- / Y.YTH ROPD PROJECT) __ _/ —�' — 1 5 DEC --�� M1 NEDI ST h' s ,— —.""• SEE `NEW sY PLAtJS BY — _. _. _ .... _— __ — —.—_. .- I r�E -- - F _ n __-11 87'50'53" YJ 992.27 .. — — -- — — — — — m L I I — — — — — — — — — — — — - I \\,Gull i DRT DRT DIG h4I CHY P145 CADDi"1G B�29 COMMERCE 429 DEVELOPMENT PLAN POR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA WATER & SEWER PLAN SCALE: 1"=30' 0 6 15 30 60 90 KEY MAP UTILITY CROSSINGS 901 80T. V'!h1 111.9 TOP SAN = 108.9 902 80T. YR,1 111.9 TOP STM = 110.E "CITIES, 1. TH S AREA RE<ER\ED FOP —RE S' RPDA AFTER ROAD "I TURNED OVER TO CITY '. IA.5.1884 t 3//zz *= >3TATEOF SHEET TYPE SHEET 9 OF 25 J 0 B ;¢ 21 -010 - - 6' p:P SEGn Ott ®SP,yS OF N?A CENTERED a+ sna caass�.ra FH AS4.ELY FLANGE " ABGVc� � , FlNiS`?Ep GRApE ( `\1002 BEf. W � ru I i ry I S H i I 's e 'C , I _ z ,l I Il _ I I I, ► � N I h! 87'23'34" E 295.35' N00'23'40' E 61.38' - - - _ _ -- A unuumuuuuu.ummmuummmm L nuuwnumtuuuuuunuuwuu,. uuuu+uu� munm..... uu�.......��,.. �RCTA [.�'VC IYALL S52'43'14"E>�.> 43.00' —���p DRY RETENTION AREA 7-11,11 w/ecv \ \ loxe rEc ,.�I MATCHLINE (SEE SHEET C11) WILEY & COMMERCE 429 Am& ASSOCIATES, DEVELOPMENT PLAN DRT DRT FOR DSG ms PROGRESS COMMERCE PARR, LLC culk--F-ms OCOEE, FLORIDA CADDVi'G B4?3 -- 967.70 - N 87 10'03" E ---" — — 6' B: P � n WATER & SEWER PLAN O o > o LL Q co cn z 0 6 15 SCALE: 30 1"=30' 60 90 UTILITY CROSSINGS 1001 BOT. YOA = 107.6 TOP SAN 115.5 1002 BOT. STl.1 = 105.0 TOP Wh1 104.0 1003 80T. Yf1.1 107.8 TOP SAN = 102.7 N0. 54W4 '• t 511BET '17PE A MEET 10 OF ?5 /ONA�•EN°r , .TDB ?1-010 AM AMEMfSMI[�ar p'"J my _ WIN CHIC 1AfS CADDW. B429 COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA MATCHLINE (SEE SHFFT r1n) WATER & SEWER PLAN SCALE: 1'=30' KEY MAP UTILITY CROSSINGS 1101 BOi. SPA = 104,2 TOP Mi = 103.2 J 1102 BOT, WA = 105.0 TOP SAN- 102.7 1103 BOT. STIA = 104.0 TOP SAN = 102 1104 BOi. YA1 = 107.0 TOP STM = 105.0 1105 BOT, SPA = 104.5 TOP SAN = 102.5 1106 BOT. YAM = 106.5 TOP SAN = 102.4 1107 BOT. VA9 = 107.2 TOP STIA = 106.2 1108 OCT. STPA = 100.5 70P $AN = 99.3 4�F cil 10 51%4 ••• < { 3L/1 *1 SHEET TYPE 9TA1 ,zz22 :�: ate``: BUT 11 or 25 JOB # 21-010 N 87'50'56" W 290.85' I� �It AS ,BLY FLANGE a' ABDVE - FINISHED GRADE I I I I 1 I 1 STATE ROP.D 42� RIGHT OF Y nh, 0 0 �1 3 1 FH ASSENI RANGE 4' IFII;I SHED C r7 Iz 1 1 I 1 1 � iII I II I 1 I I 1 I li I II4 1 ca Fq ASSEVBLY^ FLIII E 4' 121 E NISHED GRID �OR TION OF PARCEI 10 REI.I"" ACANT AMSMILEY & kD N 8T50'S5" W 62710' ALL5TATE FUNDING CORP 07-22-28-0000-00-010 MING: A-1 - I I I - - ----------------- ---- ---- ---------------------- -- --- -- -------------- - - --------------------- - i------------------------------ COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK{, LLC OCOEE, FLO131DA WATER & SEVER PLAN UTILITY CROSSINGS 1201 BOT. STM = 104.0 TOP SAN = 100.E 1202 BOT. WM —=, 0 , 3 TOP STM = 106.3 1203 BOT. WM = 107.8 TOP STM = 105.9 1204 BOT. STM = 103.1 TOP SAN = 101.5 1205 BOT. MA = 108.0 TOP SAN = 101.7 120E BOT. IN = 107.7 TOP STM = 106.0 1207 BOT. Va.1 = 109.1 TOP STA1 = 106.5 1208 80T. MA = 108.8 TOP STM = 106.5 1209 BOT. YOA = 109.0 TOP STM = 107.2 NOIES 1. 1R15 AREA R'10" RI`D FOR "' 10' FFOA ALTER qol 111 1URNED 0\ER TO CITY I CONNECT TO SFRYCE 4' EDOINAEEIS(TSCiVICELINE PLANS 4>2 REDUCER — 2 DDI.ESTIC _SE r r t0 ri' (BY 0Th'EAS) t0' C-9G40 r r _ I -- � _ IBY SIE NOTE i (P.O. S. FIRE) `Sf.E rlEll STREET PLANS SI Ia LEY £A ASSOCIATES, INC. -PRO.LCL k21-OCI - Co",NECT TO END OF R/I, To' Pll SERVICE DETAIL A SCALE: 1 =10 NO. W4 341h22 A OF C12 SHEET TYPE SHEET 12 OF 25 CADD)YG B229 SOB I," 21-010 STRIPING KEY A= 6' SOLID WHITE B= 8' SOLID WHITE C - 12" SOLID YrHITE D= 18" SOLID WHI IE E- 24' SOLID WHITE F= 6" SKIP WHITE TYP (10'-30') G= 6" SKIP WHTE LYP (6'-10) H= 6 SKP WHITE TYP (2'-4') 1= 6' SOLID YELLOW J= 18" SOLID YELLOW K= 6" DOUBLE YELLOW L 6. SKIP YELLOW TYP. (10'-30') M= 6' SKIP YELLOW TYP. (6' _I N= 6' SKIP YELLOW TYP. (2' 4') P- RPM BI DIRECTIONAL AMHER/AMBER R- EDP WHITE S= `DP YELLOW T= RPM BI-DIRECTIONAL WHITE/RED U= RPM 81-01RECTIONAL RED/YELLOW SCALE: 1"=60' 0 12 30 60 120 180 LOCATION MAP S7, T22 S, R28 E I I I I 1 � ull'I I N00'23 40" \ 6138� 552'43'14"E � 43.00' STATE ROAD 429 3-RED CASE 11'lll RIGHT OF YIAY 9 BUTTON \�- N 87'S0'S6" VJ 290.85 -_ 1 -SEE /G .IIG DETAIL A 1 TVP.------- ---- -- ---- ol — •LaaD uc Oc DOCK, -`-- • - AM ILEY SOCIA . DRT DRT DSG hm DIM t+f5 CADDTfG B429 1 ' I — — — DEMASTUS LN ___._... I _ --N 87'1003 E 967J0 — — — — — — — — — — — — — — — I I STOP E STOP 7SEE H/C I A - 3'56'52" 6 sEE H/c ' GEE H/c Pr.Rnmc �+ PARrcntc DETAIL-� R=1884.86' RETAIL • M 1 PAR NG DUAL a L=129.87 oLL I I I � � ��II i Ila EEO ollj O oL, •�� �• mN 1 I�� I. IM:i TIP. - II — AP_ a m • •�•I f� _ I III E I 3 I CDm N 87'23'34' E 295.35 J C \ �• — H/C PAR-rt R.G 6nexlrvc DETAIL — \ . {{jj PEESEE ARrcI:IG DETAIL DEinIL .� \ a •�•� \ 0 d. < I DRY \ \ 1EIVIIIQ"1 AREA. I O Li CO (n - (_0 z Do 0 \ \ C \ \ \ (D OD Z N \ J CDED)m — \ \ \ .a , — / •�-LOPONGI-� 1 Docr BLDG 700 95,100 SF sER/C PARKING RETAIL I u I I I I UA I TI iInii rlI1PII --SEE RE" STREET PLADs - 'ASSOCIATES, INC. FOR "''WAY STRIPING COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA SIGNAGE & STRIPING PLAN IIJ/ ( SERI 0c10E' E APOE aYI II 54W4 •• -�. t SHEET TYPE 3iA t<oF i� SHEET 13 OF 25 /ONAL E�F.'r' -- TOB #T 21--010 sA� SCALE: 1"=60'p 012 30 60 120 180 ` [al �. it I � N, IJ00 23'40"E !r LOCATION MAP 61 38 N 87 23 34 E 295.35 S7, T22 S, R28 E ssz'43'1a E = m . - ....... ... 43.00 CIA POLLUTION CONTROL PLAN "� s(1 122 SHEET TYPE SHEET 14 OF 25 '.S/ONAI_ E�• DATE 3 1'7 22 JOB '# 21-010 8" A" 8. jL4" 2 1 /4' 4 < PLAN SECTION 2 14 Cy 12" O.C. o 0 0 0 0 0 O_ 0 O O O O �I 1 1 /2" � I`-- 114 GRATE INLET DIMENSIONS TYPE ,.C.. „D" ..E,. "C" 2' 0" 3'-1" 2' "E" 3' 0" 4' 6" 3' 4" 4' 4" 1• 5" GRATES: IRON GRATES IN ACCORDANCE WITH DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. INLET TYPES: INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO ACCOMODATE LARGER DIAMETER PIPE SIZE. MATERIAL: INLET WALLS AND FOOTING MAY BE EITHER POURED - II PLACE 2500 LB. CONCRETE; OR PRECAST CLASS "A•• 3000 LB. CONCRETE; OR STANDARD MANHOLE BRICK (NO BLOCK) V"4 TH 1/2" PLASTER (NO LIME) WITH 8" PRECAST CAP. TYPE C & E INLET DETAIL (OUTSIDE ASPHALT PAVING SCALE: NONE .A. -8. .C. .D. E. .E. - .t{. 4'-0'0 8' 8 14 0 12- C.CF.W. 94 0 12- C.CEW. 6'-4"3 5'-4'0 y4 0 6' C.C.E.W. 5'-0'e g• 8' /5 0 12' C.C.E. W. #5 0 12' C.CE.W. 7'-4"6 6'-4'© g5 0 8- C.C.E.W. 6'-0'0 g' 10' g5 0 12' C.C.E.W. J5 0 6- C.C.E.W. 8'-4-b 7'-4-C #5 0 6- C.C.E.W. 7'-0'0 6' 10- 63 0 12' CCE.W. g5 0 6- C.C.E.W. 9'-4'0 W-4'0 y5 9 6' C.CE.W wa 1z c.c. vEer ' 45 0 6C.C.E.W. IW-8'o W-8'0 qs ®6' c.c.E.W. 12" DIA. WEEP BE PROVIDED \4HEN BOTTOM IS ABOVE ELEVATION 4.5 STORM MANHOLE & TYPE RI ROUND INLET SCALE: DONE IL EY mom ASSOCIATES, wo. HOOKS UNDER STEEL JOINT WOVEN OR NON -WOVEN VARIES FILTER FABRIC 12' 12" TYPE D-3 MIN P.11II (SEE INDEX NO. 199) ELLIPTICAL PIPE JOINT -----VARIES 2" 12" MIN MIN WOVEN OR NON -WOVEN FILTER FABRIC SECURING DEVICE ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW ROUND PIPE PIPE SECTIONS COST OF FILTERFBABRIC JACKET TO BE INCLUDED IN COST OF PIPE CULVERTS. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET N.T.S ADDITIONAL REINFORCING BARS PLAN U.S.F. FRAInE & GRATE GRATE EL AS U.5.F. N.. 770 OR EQUAL SHOWN ON PLANS GROUT /BRICK TO GRADE / (VAX. 5 COURSES) STORM MANHOLE TOP SCALE: DONE STEEL BOLLARD, TYR SEE DETAIL 05/G1.1 PROVIDE OPENINGS FOR RUNOFF U.$.E. FRAME �[ GRATE GRATE EL. AS / U.SF. No. 4155 OR EQUAL NOTE: SHOWN ON PLANS / SEE SWAE GROUT DETAIL FOE SLOPE TO REAR SWALE — DUMIPSTER 4" SLAB ON GRADE � WFITI THICKENED EDGE BRICK TO GRADE RUNOFF CAPTURE WASTE �(NIAX. 5 COURSES) I PROVIDE OPENINGS FOR RUNOFF 1/8" PER FOOT SLOPE SLAB TYPE "C" OR "E" BOTTOM ouMIPSTER RECYCLE CO; CRETE ASPHALT TYPE C & E TOP DETAIL CONCRETE IYHEEL STOP SLOPE TO REAR SIYALE SCALE: NONE -�^^— PRECAST CONIC. PANNEL (TYP.) 2" CLR. #4 ® 12" O.C. TYP. a N • > SLOPE CONC. PANEL 1' • = 7 I/4" CONC. PANEL CONT. Y'4" V-GROOVE - • 6 SUMP JOINT ON SIDES SEALED CONC. _ & BACK — FINISH TEX-COTE FINISH (MATCH BLDGS. ' 4" CONC. SLAB CONT. ClIC. GRADE PLAN BOTTOM FOORNG (SEE sTRUCTURAT) TYPE C & E INLET DETAIL (IN ASPHALT PAVING) SCALE: NONE COMMERCE 429 DEVELOPMENT PLAN DRT DRT FOR DSG ms PROGRESS COMMERCE PARK, LLC CHK tIS OCOEE, FLORIDA CADDWG E429 DUMPSTER DETAILS 11 LS, PAVING, GRADING & DRAINAGE DETAILS NO. 5'W4 3B'A 1" PAIR OF 7' HIGH GATES W/ 1,5" 22GA EnL. DECK ATTACHED TO AINGLE FRALIE (PAINT TO MATCH DUPPSTER WALLS) MIT. DECK TO AINGLE SUIT TO MATCH WALLS) CONE a' V-CR00\T JOINT ON SIDES & BACK TEX-COTE FINISH (MATCH SURGE.) 4' HIGH CONTINUOUS HEDGE C15 SHEET TYPE SHEET 15 OF 25 SOH # 21-010 F" X 18" CONCRETE CURB SCALE: I" = 1' ASPHA PAVEM STM CATCH BASIN CONCRETE APRON DETAIL N. T. S. 3 (91 3 FT ') \SPHALT 'AVDAIENT 6" CONCRETE SLAB PAVECIENT SPEGFICATIONS: HEAVY DUTY ASPHALT SECTION ASPHALT: 2" ASPHALTIC CONCRETE SURFACE COURSE TYPE SP12.5 IN TWO EQUAL LIFTS. BASE: 8" CLEAN CRUSHED CONCRETE (COMPACTED IN TWO LIFTS TO 987 AASHTO T-180, LBR100) LIMEROCK CAI4 BE UTILIZED IN LIEU OF CRUSHED COLIC. SUBGRADE 12" GRANULAR MATERIAL STABILIZED TO 987 AASHTO T-180 (LBR40) K X0.444'.28 X 0.18 X0.08TAL: HEAVY DUTY ASPHALT PAVEMENT MIL EY Amm ASSOCIATES, w D13G CI1t{ �- PARKING AREA �+ 1 2 I COLIC. FLUME !� SEE PLAN �1 FLUME DETAIL N.T.S. LANDSCAPE ISLAND FLUME DETAIL N.T.S. TYPE F CURB ENERGY DISSIPATERS Et'IBEDDED IN CONCRETE -ASPHALT PAVEMENT CONCRETE "LUME STANDARD PAVETIER7 SPECIFICATIONS ASPHALT: 1-3/1° ASPHALTIC CONCRETE SURFACE COURSE TYPE SP9.5 IN TWO LIFTS (1", 3/4"). BASE: 6" CLEAN CRUSHED CONCRTE (COMPACTED TO 987 AASHTO T-180) WITH PRIME COAT LIMEROCK CAN BE UTILIZED IN LIEU OF CRUSHED COLIC. SN: SUBGRADE 12" GRANULAR MATERIAL STABILIZED TO 987 AASHTO T-180 (LBR40) o" X0.18= 1.08 CONCRETE SIDEWALK SPECIFICATIONS: TOTAL 2.70 4" CONCRETE SIDEWALK (FINE BROOM FINISH) COMPACTED SUBGRADE 95% PER AASHTO T-99. CONCRETE REINFORCING - 6" X 6" X 10/10 GALVANIZED WOVEN WIRE MESH OR FIBER AT DRIVES LIGHT DUTY ASPHALT PAVEMENT FLUSH HEADER CURB SCALE: 2:1 4" STD. WT. STEEL PIPE FILLED WITH CONCRETE. COLOR OF FINISH COAT SHALL BE OSHA SAFETY a YELLOW 6" GRAVEL FILL n CLASS "A" CONCRETE (3000 PSI I.11N.)— 4^ o 4 N BOLLARD DETAIL N, T.S. CONCRETE: CONCRETE: 6" CONCRETE SLAB ON GRADE REINF. VI/ 6X6 W2.8XW2.8 WWF, 4000 PSI © 28 DAYS SUBGRADE: 12" GRANULAR MATERIAL STABILIZED TO 987 AASHTO T-180 (LBR40) ALTERNATE #2 CONCRETE: 7" CONCRETE SLAB ON GRADE REINF. CONCRETE . SUBGRADE CONCRETE PAVEMENT SECTION COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK{, LLC OCOEE, FLORIDA 24" TYPE "F" CONCRETE CURB & GUTTER SCALE: 2" = 1'_O" 50' MAXIMUM BETWEEN EXPANSION JOINTS EXPANSION JOINT in NOTE PROVIDE EXPANSION S• ( ➢UMHY GROOVE JOINTS WHERE SIDEWALK CONTRACTION JDINTS ADUTS STRUCTURES OR SIDEWALK PLAN OTHER SIDEWALKS, NOT TO SCALE EXPANSION JOINT EVERY 50'. CONTRACTION JOINT EXPANSION JOINT NET TO SCALE NOT TO SCALE TOOLED EDGES Cl/8' BAD) (Tl'P.) 3000 PSI CONCRETE L 28 DAPS 4' THICK TYPICAL SIDEWALK SECTION (6' 2 DRIVEWAY) NOT TO SCALE VARIES 12"7 VARIES EL. 108, 76' 4lgX EX. GRADE � 1 � TYPICAL PERIMETER BERM N.T.S. PAVING, GRADING & DRAINAGE DETAILS NOTE: IF EXISTING GRADE IS GREATER THAN PERIMETER BERM, ELEV. SLOPE FROM GRADE TOWARD ON -SITE INLETS. C1 SHEET TYPE SKEET 16 OF 25 JOB w 21-010 F-D:r:c VPFtES,y„_5.IX 2( OPEN spV 2' OVERHANG BUILDING 20.0' PARr,ING THICXEIIED EOGE W/ TYPE D FINISH cL FM 5.0' P OrO' IHc DSC APE BUFFER ""DE'" BERLI z o'er SEE LArvoscAPE PLANS FOR ADD. IIIFD. rEL SHELL Ai OR A9G PEFII!.OTA TYPE D HIS -� r P`EFU ELEVAIt OiI SEE LIGHT DUTY PAVEMENT SECT10A SECTION A -A SCALE: 1 "=10' o.E 26 0' 20' LANDSCAPE BUFFER TRAVEL AISLE 41;ArvDEFtNG BERk SCE LANDSCAPE PLANS FOR ADDED wro. EL. SHALL AT OR I.IOD. TYPE F L'RB PSO4E PER1,IElER OR D CURB TYPE F 2-3' 1111 BEEN ELEVATION SEE PLAN CURB - a Ingx a uAx. SEE PLAN FGR Tx SEE PA PTYPE SEE VEII.ENT SECRO:! SECTION B-B SCALE: 1"=10' R/Y! NEW ST. R/W BELT1'fAY 429 111E BUILO'Il4 1 20.0' 22.0 2.0.0' S 0' VARIES 22.0 PARKING DRIVE AISLE PARKING 5/W OPEN ' 0I.0' I6.0' CON, ROCK P. ",A,, (PH 1 BEYOND PAVT ( 1 PHASE 1 THICKENED EDGE ///��� 'E PLAN Fri 1'1/ TTPE D FINISH S/ ELEVATIOI11 SEE PLAN FOR INl[RT EL SL L SEE LIGHT DUTY SEE LIGHT DUTY PA\E IENT SEGTIX+ SEE NE\V Si PLANS BY //T PAVEH.NT SECTION SMILEY k ASSOCIATES, / INC.MR R/1'I 1I.F0 Y SECTION D-D SECTION E-E SCALE: 1 "=10' SCALE: 1 "=10' SECTION H-H SCALE: 1 "=10' urle NOTE FLOW )G COT+ HInHER THAN ASP Li SFE PLAN FOR 100 TYPE L! ELI' F CURB 5L 9 CO'l CRE1L D CPETE 5*"E HEAVY DUTY SEE "I;", -HENi SECTION PAVEMENT 5EGTO,N PAVEMENT SECTION SECTION 1-1 SCALE: 1 "=10' SEE LA[DSCAPE PLAN FOR —IAWE INFO. EL. SHALL AT OR ABOVE PEFII,efTER SE'" ELEVATION+ TYPE D llAln 1 SL CURB TYPE F GRADE SL CURB -' 4 VAX 4 MAK SEE LIGHT DUTY PAVEMENT SECTION SECTION l-L SCALE: 1°=10' AMSMILEY 8! mom ASSOCIATES, DSG SECTION C-C SCALE: 1 "=10' R/e! R W NEVI ST. R/Yf BELTYiAY <29 SITE NEW Si. R/Yy BE —AY 4e9 SITE 1 ' I SEE PLAN FOR ELEVATION SEE PLAIT FOR EIEVAiIOrI 51 SEE CONCRETE i a� SEE NEIV ST PLANS BY I PAVEMENT SECTION SEE LIGHT DUTY S\NILEY k ASSOCIATES, SEE NEW Si PLANS BY V) PA4�i.1,1ENT EECTIP'+ FR,, A ASSO,;To . NC. FOR Hp, INFO. file FOR R/\/ IM1FO. SECTION F-F SECTION G-G SCALE: 1 "=10' SCALE: 1 "=10' RUILDING E0.0' 0' 16.0' 25.0' LANDSCAPE BUFFER SEE INESCAPE PLAN FOR CGNL. a' HIGHER SEE PLAN FOR IA00. TYPE FIWE INFO. EL. SHALL AT OR T+AN ASPI AT V ELFV F CUR B A80\E LED ETER BERM, qna+ A ISL L SEE HEAVY DUTY 4 11W .A%. SEE CONCHr<cc PAVEMENT S-CTIPN PAVENENT .fOTIIX+ SECTION J-J SCALE: 1 "=10' BUILDING R 24.0' 2.0' tt.D' AFIES---S/W TRAVEL AISLE-LAND5CAPE BUFFER SEE LANDSCAPE PLAN FOR MORE INFO. EL SHALL AT CR ABOVE PERIUETER BERM T1PE D CURB ELEVATIO:+ (THICKENED EDGE AT TIl L11111l1 HATCH SL 2Y. SL SI TYPE F GRADE cura S_EE LIPIT DUTY PAVEI.IENT SEGION SECTION M-M SCALE: i"=10' COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA R MATCH Ex GRADE SL. 'I SEG.IENTAL—' OS 51 ETAIM.IIG V'141 101.4' S H. J. NOTE: SDD ALL OPEN AREAS 20.0' 22.0' SOO' PARKING DRIVE AISLE PARKING THICEIED EDGE TYPE E IY/ IFFE D "HIGII� CUFB 5L S SEE I -T pUTY PAIIIENT SECTION SECTION K-K SCALE: 1"=10' o' 50, I2c' ARD RAIL i MOT I'D. BLDG, 400 i-01, 110.0 SL SL. n SEE PAVEMENT q SEE oESIr,N II EtN DESIGN SECTION N-N SCALE: 1"=10' ��' • W. 54W4kSIREET."J:�7 1L PAVING, GRADING &. DRAINAGE DETAILS q 3 Li zz SHEET TYPE 517E of 7�` OF 25 SON 21-010 i nnT•All ' r 112' N FTP-25 TYP& oD PARKING B1 DISABLED PERMIT } ONLY _ t-1/2" R=1-1/2" { (T)(P.) FTP-55 = 1.5" 250 FINE — 1, -1" SERIES C F.S. 318.14 , 1" SERIES C —1.5' Notes: Sign FTP-20�-•{04 1. All letters are 1" Series "C". 2. Top portion of sign shall have a reflectorized blue background with white reflectorized legend & border. 3. Bottom portion of sign shall have o reflectorized white background with black opaque legend & border. Notes: Sign FTP-22-04 1. All letters ore 1" Series "C'. 2. Background white, legend and border black. HANDICAP SIGN SCALE: NONE € ILEY 8 AMEMASSOCIATES, hhl�. DSG 1AS C}IK ms CAJDDFfG B429 (-G D �A A. 1.6>5' B' 3.5" 313' D' 0.22' CHANNEL POST GENERAL SPECIFICATIONS ELATE BLADE: ALCOA k86054.6063-To ALLOY, ETCHED, DEGREASED M. #1200 PLODINE FINISH WITH ,H3622 GREEN HIGH INTENSITY BACKGROUND AND EQUAL DINIENSIONS - 9' G 12' HIH H, 24', 30' OR 36' L El TIERS: NA.IE - 6' S, 9' SERIES 'B' g3870 HIGH INTENSITY (SILVER) OR EQUAL - SUFFIX - 4.5' SERIES AS ABOV<. POST: STEEL FLANGED CHANNEL POST 'UPS. PER FOOT B ACKEO GREEN ALKYD OR GALVANIZED FINISH PER AS.T, M. A-123 Y,ITHOUT ANCHOR PLATES. SQUARE POST PER FDOT INDEX 11865. BRACKETS SHALL BE ATTACHED FIRIALY ON THE STANDARD SOVARE TUBE OR U-CHAINEL POSTS BY I.I.EANS OF (2)4' DIAJETER HEX HEAD BOLTS. STOP SON: R1-1 IAUTCD - 30` 30" (HIGH INTENSITY) LOCATION_ ONE PER INTERSECTION AS INDIAGTED 0'+ THE PINS, POLICY, 9' BLADES AITH 6` LETTERS FOR TWO LANE ROADS NTH A SPEED UEFF UNDER 45 -H. 12' HALOES AITH 9' LETTERS -THOROUGHFARE ROADS FOUR LADES OR WIDER. -TWO LANE ROADS MTH A POSTED SPEED LIMIT OF 45 NPH OR v ORE. D.ILY ONE BLADE 151LL BE USED INDICATEING THE SIDE STREET NAME GROUND I11 SURFACE a SOIL f W slcN POST PPROX 2' •• FROO THROUGH LANE IF STOP BAR IS USED 6' TO 12' IT SHALL BE PLACED AT THE STOP S'GN AT RADIUS VACIL POSSIBLE 30' I.IAX FPOM 11P.En LANE UNCURBED SECTION Sign No FTP-21-04 and FTP-22- 3-6" CHEVRONS EQUALLY SPACED PER AISLE COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA POST -7 z' FRo!A EDGE o- SIGN TO FACE OF CURB END'EYI FRONT 111w CURBS➢ SFCHON--\24�', //3�\0' O/RR 36' L0.':G-1 IEsT- —L STREET NAME SIGN (SNS) OR (D-3) No FTP-21-04 and FTP-22-04 SIGNAGE & STRIPING DETAILS W. 54864 341W22 a SHEET TYPE FIaft IOB.S���` SHEET 19 OF 25 II JOB # 21-010 ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER A I ' §, 1 TO _ Li� ,If _IRS• U' G / oTi STAPLES I/ (YPI - I I rI U 71 BJf b�S CRAPE1T NOT:.G DEVILS lla aa�'v TNT SECTION AA [AUI- I. ACiUA1 LOCAl10!f DETERTAWED IN FIELD CE CONCRETE WASECTUT STRNCTURES 5He1L EE 1!NNieA-HEN1NE LIOUDAkANOR a RFACHES1 DOAN fiCONtiR[iE V1'ASIHOUi MG.-t:cEDS TO BE CtEaRV' ANRKED V•Al)1 _IGIP. NOUN. DEVICE. j BELOW GRADE WASHOUT STRUCTURE IIOi iO5CR1E CON S'E8 rB O APLES LOAN OTT RAT CHI BAST SOtt �RH DTIO!1 S_atOIC/ ELTf 1TYR `�'l I 9ISEC IT ON B B I YhI sB 1 CR SiRMESTMP) I-EI CNAL LOCa OV DEIERV -111FELD - -CLEARLY LrAp-LAIJAG'c 2. THECO'XRE WASHOITSIRUCIURES CONBETE' 1.11 UEVi6£UB'Y2 011 EH,LLL BE I. PEARLED 11-TIE LIDVD VASIETUT AI:D.NOR SOUS BEAC-TS'., OF TH£ l _ _: SIR U AT S G '.IDS --ATE a - rt WaIH a L .. .D 1Iz Lc.' s . Fr EsoARD. PLAN 3 CONCRETE WASHOUT STRUCTURE NEEDS To E'A'H RY MANK£DH SrCNAGE BOUTI. D£V.LE. ABOVE GRADE WASHOUT STRUCTURE NOI TO 1-1 I I - --- CONCRETE WASH OUT AREA DETAIL N.T.S. SIGRMINATER POLLUTION PREVENTION NOTES I. THIS PLAN SHALL BE AVAILABlF ON -SITE AT ALL HIVES DUROIG THE ETEIIC;K CGNSTRUCTGN. 2. THE UNITS OF GOP.Ea ANCE LINE 5HOLAN ON THIS PLAN INDICATES THE POUIT BEYOND ANKH THE EXISTING VECETATON SHOULD NOT BE IMPACTED. 3. STORUWAIER POLLUTION EUHVPON AlEASUIEES SHOWN HEREIN ARE THE 11 REQUIRED. CONTRACTOR 1111L BE FOLLY RESPONSIBLE FOR ERECTING AND MAINTAPTBG AN EROSION AND BED I NEAT CONTROL SYSTEM TO I.IEET ORANGE COUNTY, SOUTH FLORiOA WATER UANAGEOENT DISTRICT, AND EDER BERES REOUIREUENTs. 4. EACH AREA OE THE St SHALL NOT BE DISTURBED U+TL T 15 14ECESS PY FOR CG\•+STRUCLO,J TO PROCEED. DISTURBED AREAS 5Hr LL E COVERED OR STABILIZED AS SOG AS pOSSBLE 5. EROSON AID SEDIMENT CONTROL FEA9,IRES SHALL B A. UANED UNTIL THE AREA THEY PROTECT HAS BEEN SODDED P VT!ENT HAS BEET! PLACED OR THE AREA IS QTHGERRSE COMPLETELY STABLIZED, 6. ALL D STURB ED AREAS Or THE SITE SHALL BE .,PECTED BY WALING PERSONNEL OF THE RESPONSIBLE ONSIBLE CONTRACTOR EVERY SEVEN CALENDAR DAYS AND I ILID 24 HOURS AFTER EVCRY RAINFALL 1L EVFULT OF 025 INCHES OR II US TO ASSESS THE INTEGRITY OF DI EROSION AID S J!ENT CONTROL THE INSPECTOR SNP I i ANY _D S. EAARL O E OAIAACE OR DY THEN ES 1 THE CONTROL E SURES I N A N INSPEGOLN REPORT. PRC2LET AREAS SHALL B coR.PECTED BY THE RESPONSIBLE sBLE coNTR clog vlTHlr+ s vEN cALEr;TAR oars Fouovl c THE r sPEcno•+. 7THE CONTRACTOR SHAJ L PEEP A RECORD OF CONSTRUCTOI AGn VIES INCLUD>NG DATES V IEN IAAJOR GRADING ACLVIIES OCCUR IN A PARTICULAR AREAS DATES HHEN CONSTRUCTION ACTIVITIES CEASE 114 All AREA VATEDLER TERPONARILY OR PER A E ITLY AIND DATES YTIEII AN AREA 15 STABLIZED. 8, IF A CHANGE III CONSTRUCTIWA SCHEDULE OCCURS ON U S PLAN PF-ES, THROUGH REGULAR INSPECTIONS, TO BE LACY.•NG. SYLEY W ASSOCIATES, INC. SHALL BE NOTIFIED SO THAT PLAN UODIFICATUIS CAU SE I.IADE 9. NO FXCAVATFD MATERIAL SHALL BE STOCKPILED IN SUCH A L-INER AS TO ALTON RA,NFALL RUNOFF DAECTLY PODIA THE PROFIT SHE 10. INLETS AND CATCH BASIS SHALL BE PROTECTED fROO 5SDIIIENT-LADIG OF RMWATER RUNOFF UUTL THE CO-LETON OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRBUTE SEDMENT TO HIE INLET. 11, IF, AFTER FOURTEEN DAYS, GRASSED AREAS HAYS NOT ITTA114ED A UNIRUM OF 759 GOOD GRASS COVER, THOSE AREAS SHALL BE FEIN - AND ADDITIONAL SEED OR SOD APPLIED TO ESTABHJSH THE SEEPED VEGETATIVE COICR. 12. FOR NET STORI.1111ER PONDS, THE POND BLUFFS SHALL BE SOLID I.G.TO THE NORMAL IGNIAOL EL11IPV. 13. ALL EYPORED AREAS MIHIN PUBLIC RIGHTS-OF-AAY SHALL BE SOLID SOVOEED, OTHER NON -POND AREAS LATH 5LOpES STEEPER THAN 4:1 SHALL BE SODDED AND STAKED AS NECESSARY. 14. TURF REINFORCEMENT EAIE SHALL EE INSTALLED 1VNERE STORIAIYATER PIPES OUTFALL AT GRADE OR IN SPREADER EWAI ES. 15. IF CONSTRUCTION OCCURS ALONG A WATER BODY, TUREDITY BARRIER SHALL BE INSTALLED IN ACCORDANCE PATH FDOT INDEX 103, NO A NQTCE OF IERAINAUDI FOR THE NFDES CONSTRUCTOI GENERAL PERIAIT SHALL BE SUBItITTED TO THE EDEP NFDES 5TORMWAIEN NOTICES CENTER IYFTN 14 DAYS OF THE DATE WHEN ALL AREAS G. THE SITE NOT OTHEAUY5E COVERED BY A PERJANEIIT PAVEIIENT OR STRUCTURE HAVE BEEN STABLIZED WITH A UNFORI.1 PERENNIAL VEGETATIT COVER WIT{ A DENSITY OF 7CO. OR GREATER. DESIGN CRTERA 1. A STABLIZED CONSTRUCTION ENifl ANCE (SCE) 5 APPROPRIATE IN THE FG1101'ANG LOCAHONS A.. I' ERE ^R SHICLES ARE LEAVING A CONSTRUCTION SITE AND ENTER ONTO A PUBLIC ROAD, B. AT A.NY UNFIAVED ENTRANCE/EXIT LOCATION NHFRE THERE IS RISK OF TRANSP-NG L UD OR SEENENT ONTO PAVED ROAD, 2. THE I DTH SHOULD BE AT LEAST 10 FEET TO 12 FEET OR AS ABC AS THE ENTIRE MOTH OF THE ACCESS. AT SITES WERE TRAFFIC VOL-E 1E HIGH THE ENTRANCE SHOULD BE \ADS ENOUGH FOR TAU VEHICLES TO PASS SAFELY. 3. RUNOFF FROM A STABLIZED CONSTRUCTION ENTRANCE SHOULD DRAIN i0 A SEOtµEt1T TRAP OR SEDMENT BASIN. 4, PRIOR TO PURGING GEOTEXTLE (FILTER FABRIC) MAv.E SURE THAT THE ENTRANCE IS PROPERLY GRADED AND COMPACTED. 5, INSPECT THE STABILIZED CGNSTRUCTG'N ENTRANCE ON A REGULAR BADS AND AFTER THERE HAS BEEN A HIGH VOLUME OF TRAFFIC OR STORM EVENT APPLY AODITONAL STUNT PERIODICALLY AND ATHEN REPAIR 15 REWIRED. 6. IIUVEDHATELY REMOVE SEGIVENTS OR ANY OTHER MATERIALS TRACKED ONTO THE PUBLIC ROAD'HAY. t>/:�]AR1Z19�Ldii11 6" MIN_ MAINTAINED AGGREGATE OVER THE LIOUNTABLE BERM OVLR p4 ROCK PR E0. THRU CONST. LENGTH AND ADT1H OF DRAINAGE PIPE APPRO PR BY Ell., ENTRANCE E)TSTING PAVEDENT y� -_\ EXGI GROUND `FILTER FABGG PROFILE STABLIZED CONSTRUCTION ENTRANCE N. T. S. AINMASSOCIA-rES, MI. DEVELOPMENT PLAN DRT DRT FOR DSG 11 PROGRESS COMMERCE PARK, LLC CHIC its OCOEE, FLORIDA CADDITG B429 INLET GRATE Y+RAPF WITH FILTER FABRIC PAVEMENT OR SODDED AREA INLET PROTECTION SCALE; NONE EXTRA STRENGTH FILTER FABRIC NEEDED IHTH0U7 -E IAESH SUPPCaT- 7�- n�Y+ 10 FT UAX RT IIIG MITI B FT SUPPORT FENCE 6 FT VAX SPACING 1'.IIHO11T V'iNRE SUPPORT FENCE PONDS ITT. P JD III: NT. ILTER FABRIC e ATTACH BENRELY t TO UPSTREAM RUNOFF RUNOE£ SIDE OF POST El I 4'.6' TPENCN N' 111"ACTED a.0 BAC-ILL STANDARD DETAIL ALTERNATE DETAIL TRENCH vnTH r+Anr eac<FILL TRaICH 1r1H GRAVEL uoTEs: I. IIJSPECT AND REPAIR FENCE AFTER EACH SIOR1.1 EVENT AND REHM SEDIMENT APEN NECESSARY. 2 REVOV'EO SEDIMENT SHALL BE DEPOSITED TO At J AREA THAT - NOT CONTRIBUTE SEIXAUNT OFF -SITE AND CAN BE PERMANNENITI STAR TIM. 3. SLT FENCE SHALL BE PLACED ON 5!OPE CONTOUAS TO I-111f2E PONOING EFROENCY, SILT FENCE DETAIL N.T.S. POLLUTION CONTROL DETAILS NOTES: 1. ALL STORM SERER INLET GRATES TO BE COVERED PATH FILTER FABRIC DURING CONSTRUCTION. 2 CUT AND FILL SLOPES TO BE CONSTRUCTED III A MANNER THAT WILL PROVIDE FOR DRAINAGE TONARD THE CENTER POLLUTION OF THE PROJECT AND A POLLUTION PREVENTION T FEN. WHERE THIS O DED POSSIBLE SILT FENCES FFR M PROVIDED SUCH THAT ALL RUNOFF FROM THE SITE VICE PASS THIRD A POLLUTION PREVENTION VI E L DEVICE PRIOR To D1SaARCE. 3. FLOA TIIIG TURBIDITY BARRIERS TO BE USED WHEN INSTALLING OUTFALL PIPES INTO EXISTING LAKES OR CANALS AND DURING ANY DEWATERING PROCESSES V'i -ICH DI SCHAGES DIRECTLY INTO LAKES. 4. CONSTRUCTION VEHICLE ACCESS ROUTES SHALL BE SSEPT CLEAN OF SEDIMENT, CONCRETE AND OTHER CONSTRUCTION MATERIALS ON A WEEKLY BASIS. ALL CONSTRUCTION VEHICLES SHALL UTILIZE THE TRUCK WASH AREA PRIOR TO EXITING THE SITE TO REMOVE ANY SEDIMENT A14D PREVENT SEDIMENT FROM ENTERING ROAD. '��cENSF •��� C 2 ••• �2 tU MM4 �'{, 3/I 7.2 :*c SHLET TYPE, `ZJ 8TA OF [•�� sCORIOP; ��C�C T71ir41:T 20 Or ,LOB ' 21-010 � 11• L 1 TIe1 s n t cyp /.. 5 ., 6NOTE5 da,s✓l.Yoa -ro : ea y d r �a a mt -n aim i ¢p f I + % 4n•.re�, IxeJ GA 6¢as `Qvb F'ty rr Trams YfueN Iffy cty) " Ciw pa� - p+P M', trtwdird Px. . rv>t F%*A'M a sb:s3-a rukNli arcre'=a VP l6cs a _ OOl4 WPE\ ndc 51 ruz,) 6= E°"�r Doap's nrala+ContnfnaWn 8 �t- .3mi3w ,any rao- Ph--nr as I tv o Ppe L1aM1 It q 1 NiS en xtU sl 6F. asl 6 1yaDtnlf6"A4l0.) i (6ae rnn 2vid 6) f� i S j 1 a, �,. fa V" �'aSb 9' I A1'TAATIie-x CC Tr rP1a:�am ns:araer i < D 2 rra���d.g ,3 ma mD „ndPGh py�tTNd Pi".J �`_'----'-.•� i � I� EeaGeo-rwa l re� ` .bv cl � T6Sty. 1 'a P- 1 J, l I � �"•a:+V rt_4 i ,- � � - _ EE' j1O=, Te Iz TaY �rr9 ].3 tw rllm fi �ll'Ll 'lt{ Ij� -1 �M TppS.f;, t Wenadm9 �ca,+van (t��llt' )- T V uS7, w.y„ced .19,.Fm.rylda�a rrnimsndmaymcer A0.54rO T-16O '.. -i... _- suLL,n � �"+tau .r -. ..} ..a.." i 6•f'WTOir S.>c NOTEs: 2. Co':hr+-+v s/,an Fafaf wy«.i r h aeyr.NZM psd* ( -+9 ) T p t✓ Ad_.ssa to d h art Isp y p,cy. u..,,,s q. Cy B. fx .d P 6F R d+ o-Nlaryu Thee 41) 1 T +asa mP tcM x;.asa hq taap;.+a 1. PVCe,tenznns shaO nM pa usetlmvane hox. 2. The aclvaGng nW fa, a, -shag la, mew than 24'Irom.-d. fn�s.'d grade_ a sha Y ',ess acG-d -ehY .Ma ato+a fMs g W Qrc .ed, Lw•N. u 6. - 6 d p-z Iry Gys 0' 1 < is G9^s 24 ". :a n. pc*cr l lyartstsa Tape 3. Valve a><amNt• shag include center spa•:ng 9f.de from the C�itrs Ppyoted'-wereis Let 4. Vl a- vats nut Is m4ra Than 36' bebw 9'ade. vNre ezzamMy shay u tlude an E,lenvan aw:t4i, .fy1 pa bsW .nd mc»sa rrvm a, a z J x 4 L�,.W rrysw ..+�Ae met rdi kdu A 1 M •enx1 sa sn,d at<yrr._W dt a.vrg wery y-n. e shoo to 1 ad T s tprxa. 6 <..t.t sex,+Naf Mrea6 m +non toy. txn NT.s OTES: frwnthettys Apm,,alnaterids Ust 5. Val &a shop M 24' x 24- x 6' swore pad and axa W I, a?ar shay t e fe ef B4O00 pa misymum ®28 days (cr na+Pnexwnt asses_ ua'ItNmaead 5 Cxocx r�2 11-11 u-saran �+sa+^,Y1-1 Derr e. G. sh>a u di_, m-d t} d-ea main e1,ag 4: p/ r3•a w+ae a sa3J wWa, t, mrmvd Valve t.1arY shoo Ge f Ne Ciiy's Apprared IAalsrial5 Ltsi ] a9 Gf T ,. �r -. ,Dq waa ru 4.as h..n sxn Onx-e', man type sue aJ. tumsie epenathv_sa! aMd d !afm. 7, V". Box MaH not pe brt✓d in Pavement sL]awalk, a dm way tmWssappm,ed by 0se G U qv a'.d P( )marvbe 9 6+ca co'xU.at to p414x t<t+S-a nxxr aM pNal�m.pa- 11,v rJa'msf w.,rt. l 1\am:rg Pie N�c...n]ICIN knad�d G'Va. G/. It aUa - , COMraafulDevetoper s'u9 reaUf rwt m iM Uhbt s DcparhnFni on Ua 1-1- of Ins Valve Tags. 8. Pa Vasa fipx a?proved avermn M pL a di.t valre marver shag loop M yte 1x Uox andvxed Fo ttts I=Z vrsa. ri t CITY OF OCOEE .' DETAII CITY OF OCOEE DETAIL CITY OF OCOEE . • ;. CITY OF OCOEE ` - NO COt15TRUCTION DETAILS NO CONSTRUCTION DETAILS ,. - DEraL NO. CONSTRUCTION DETAILS : '.' - DETAIL . ND CONSTRUCTION DETAILS ' UT001 pTe UeM.lua9pn P9e Oc4d 9 aM T- UTo 11 8 vefre Rox and C- UT20a Water attd Reaaim SeRioa Connecta"t Wam:ng Teps - DATILS,1mher2019 I SCALE: N'A DATE Al -le SCALE: NIA DATE: 111,2121 SCALE: N!A DATE: Sep, 2019 SCALE: NIA 1 - Reska.4 T111- rs O>s„m ayrvr+shatl ba s r3Js (orcor5-nirg dr _„e cd cmthrns. p pp'a .ey h a 3. �h= s raa zn saua s r*�Avsns o. l uac..an ti„ x 1sez: w.t+Ja t,.ss a,nu+. -one] p'.e; 6immm ara: nx;,vz .a�elxrez. 6. Lm9t"5 slw.n n trz 4SH pa tcc, rdva!sf n emda^,;n .a�=-d. nNa °< af-wd' 'Roust I-- De1T t D N , C5 cs Ptwx-dMPrRA nrn rtz keaw-n3.�s.TG.enn. t50 Pst sc=6�.sgnn�spsm 1Sxi Sza+d. sa-assa usl r^Yry CmSa«ss:5 > usrku Cd T' ruxz 6. U. S.Msax trV 1`•1,t B. p-.rm retie fr-2ndr.sca a a µpa evm,ae* sva mfam;ne Gpa N.-y^J.s.��ni`ta sTpm entry On Cry. nnfe•u nd a.M a::efi CITY OF OCOEE DETaL NO CONSTRUCTION DETAILS UT.dl D-J. lson Ppe Restraint TA. DATE Ap.N2019 SCALE N/A Cxlc tAs CADDiSG B429 429 PLAN D a. ROTES; 1. me 2sn�w x .-a q Na •Rrso-aid T.e • ae .xa. D„'a+�•nan- m;w.zv<Iy.ans-m.*v ra �-.',',...•.a o.-ee.;x;. A96a:-*gs+}tUW.v mwerrd}S: As uH.a3 rtivrnta i'•F.+aW 3. !b �es.Sain!s fcquizd Y tsay n 9reprr N>, x pw��i T a e ny ¢ bd mJra. ge to rc torsi H, ^7•�H 6. a s MN ;-hn a : xifa a eshaa.e] o arq;s f. rre twia - r msM i., :Kxxa.nx.:ad 'iMst Ra tray,f O•zyn br Dr.Uc• ism D�snad y iPRA, s:,m Nor to 3 vmG rms. ne Pqe' as Wcd],q Prewne 1:0 Pa M.sa.aSa M1Ta.) Sca �Crnixc,s 511E.YyG teNr-a T. w pie sYcs mf tc!u^zd At s^e RcshzY Ta.Re a Piw <rs9 m 6t+en «m:inns, ticst;, eryi'ca Ua9 as,amer: rnt� a-•d eyc<fy Pva prc-n.,vh pmr pe rcvo.'cd t+T NC say. CITY OF OCOEE DEraL t1O CONSTRUCTION DETAILS UTODt Pl'CMDPE Rpe ResUa:nl TehH DATE.. Pp:a 2019 SCALE: t9'A ��mmmmm® ��--11COMMERCE TTO��Mnn�•� Epp /R�yCti ��E7T 1�V,I��JVPAWL�k�IVrP PttS.1V FOR PROGRESS COMMERCE PARK, LLC OCOEE, FLORIDA WATER Pipe..7M Separab R q menlT b'e I PoteN Reclat-r d Sarctat) 5 e+' Scam Ssrrer Hor1z Vsd Hartz \ n Hwiz v t ifwiz. Vsst Pa_ade 3' t2' tp 1H' Rxtaansd Y 3' f2' 10 iB' I 3' 12' 3' 12' � 5 nzr S m Scat+ - T iB' S 12' NOTES: E. rocs da Fb PT er Wda� s eN E.yn>�Js dF z•3.+w Trzia tea 1 ,i., ss, ,P>«ii " a raGoza r z Gm fh; Gwnw a aeryPn GfG wrr>lyD=sa Rra:,vv �nf-r, m pa c aw.r�a n:w sa.=r rx ryuw-a en> CaPy. J M1lema5ve ra?a. •ur iv m19as>,, xh:e h w-3'Ge-eC Urn u a uqa-a..c. - ak 1 paatl rtq m Ppe d.. P nea P>a,x .4i' naa, Pa buM3a andH sem_al - ea /o•nn:sea . a�»naeza�Prer.a;.. £ C,Xet•_Furas-A PL'-.s/, :t's NS' ux Msepa-crosdO1P. 6. PaYh na�a {pa sha'f M 4-b nbcve a%Ltes Yyrva raw s..w.ga vTmara Nay wss Ca [odcma� s^p can Fan% area aM ahem paw GVC Mtap dcth�pPcinin k saDaaai m-cuaacv ro*Ji G255i311 ma/ba xwa=M icm aGy-c ty Gi. H. Atu',a`<;sr;,steiras-0w;]�Fa<o.-s+wrr tm bDJDy". G>ry iFa4 t^ ' mhan p:i+'^9Hsraua ea M'w.e�aaa. 9 !> De'-ah:a alv /use mry Pxs thzwgl :s ssrdxy sev.�x nvy,sa Pcnsa;t+sf ma.yh ssnn sea m_Mt pe emr+ral M i+'a cry a-d 'a ac:�f in so•-•dd DeraL CITY OF OCOEE NO CONSTRUCTION DETAILS UT01] P:pa Scpaation Rexuaaeman! Tatr'c DATE My- SCALE: NIA SEWER DETAILS H,as-e a�a'a-a NN \\ P�rnp=>Ito mvn G•Ctxaxxa�., Posted Grata -�r'. d1 Hmrm t 1 rn.aa�/Jt//f. 1 J ; I I � `. .sa•liwl ca«,Txtted S 1 _ 1 ccnv.:a L� ea,1 cMray rEa /// s"•rt Sst Ga+a 4'EN.anaRWJ • Vah-: dBrn (6w LY-Laa UtM?) 53N I t l 1 5<r.4Ee1 I. va+t<.aaar,n __ ECsi°aPdYY+TtlE .... Ea3a ^1 Csc,va SLudvtl Co fiaumticn alomate Con!rn,mgm Note: 1. Hydrants shall be painted with doub'e mat enamel pant per me rorpw;r>g: • Pubilc PPtab!e}yaler -Salery Yellax Pantpne 13-O630TN • Reclaimed Water - Putp'a Panlone 522 C • Private Fre- Cheny Red HOC-R1D-16 2. Concrete shear pad sha'1 abet betnreeR sidsxafk and curb. 5yhere siden'aR fs rot present, concreto shear pad shay DB approx. 7.5' x 3.5' min. 3. Conuete shall be 6' thick with ftlmrmesh vtd shall be fc of 8,000 psl M.nimum at 28 days. 4. Any devapon from Ot!e detail shaA be made knaAm N the City I., oPProvaL CITY OF OCOEE CONSTRUCTION DETAILS Ppa llybtanl Assmdfy MD. S"R64 "- 3�rAr�� SE 1 YPiS 5HEC1' 21 OF 25 JOB ff 21-0I0 -11 ' r .. - Cover CB:E. S—, .SF 4S1c— E,7 I-W FIN n S rt+nrt+n I USF 295 R.z j R�_Sadao USF 217 R eg vAwEs Flails CasVw Mamt NOTE9 I. Pa..3 t. Co.�ae Odd as - urlw la, eYaa«:,ra (Ccrtnu+s�)rn rcruivy rrzVacs. 2 vm W <+c.ao-n ai evlars, Rye S. E 1shaE b°vAil reA(WYI d-cY ^•<-"ss�B (»r.e -) Sfaniard Cesl:no ltaml m tl1z sr i k+ cta-e-N marka'a R„a o-v e..r-we cow e<t,a r� c_o'Fvst E}ucise Cmtn3, USF A45trtO1A 11<{,rMa P<tl EAl w Prera:l CcraeT L 6 Rs'c" db] rat aaamA fi:n k.zk.t.V Mvda»:MCNa3 to1—wG1'GRY ciOa-a'f:W), sz+.er 0a+xerl �OF+criia 4' 9mk T rsay la>3zMI s rei a^_'+a eM� a ] b g B xAmx..r+3 rsyz mxv na DETAIL CITY OF OCOEE NO CONSTRUCTION DETAILS tR103 SU Mard W.W.Ring aM COVer DATE: Apr12019 I E: WA F r, I OS AI'Gaa .ar�zJ (FIG)12R M) vx Pbn Viry L) Asze r R sDx M 44MsrL-0Q C?lysY� mVd 1 Fld-'BS]}�A J I't`s' o:er I � � a+e ¢n>E es'+A DIF � ` �Pu•x FtOXtU O Lri, aY Ba.�A1Mdi.U) 1 T, mnA.-s Prof Vxry TO Ser.Yi Rv+ifnarccanp'YJ.xa la onrvvl ab ra'+•ms�]bY BV P<4�zz'o.mer. Ra Cay Wxt omen] mm:'t� ma Reps. U:+ry esseraM mc+cGoe 10!e<t b1151a.3 0 TM m+.nact•w sna" mcerta<1 tixn� zSrcL'r ksCAarA r_5y'.t a0o tlws'�mvY<A HFa AxRk++tle�>rs rhH. va've - � q ea r�rracmr. 5. Aq a+we 8'<'sM pGC Ju3 6. UaSk A-Y�r CZN:vs'+a[a rwmUy snN;t s,zra-.Mm*ru »=.r Pa Csys Cmss CcrvrY.nu nrsru:l >. Qrpasz m_Iw C'9'T9 z1z:'d to bass DErnlL CITY OF OCOEE NO. CONSTRUCTION DETAILS Ui210 DaASM DatttLsr Cnttk VU.a Axzemh/ DATE. July 2020 1 SCALE: NSA AWSMILEY & Amm ASSOCIATES, ur% DSG vanes v ' Bxn ,RAJ I 1.� FvoW�fYUrv: P V Af�O/Ma•;nem (OTyp i �WsM FR , brga�.� I aa�Ly. io lk.-m i RI}MM Wq Sx Vaw NOTES: - - 1 1•� >• n�e s]) dam' b< 'M t'I 6a p Lwala tlxz:+wRs as Wra b Irnrf✓Rk f Fr as Fa»'-.. 3 HMcer. Ns.<ai sru!'n%encr ee:,v rttn D:try ss+.»a R<mrvmJm tc,rtau'tl ;.m as rt�irctl MMuse zc+v:� 5. N r��� ras zry p< .rens G tr m,.es Veae - Mzrw sA: [a a ra'-vmm ry0a- rn�irten ��n ae uw-r mom. CITY OF OCOEE _ TOHwa tu.3ler m 4^s. k 3. xra m M G'to"tra DETAIL NO CONSTRUCTION DETAILS Service L.1-1 DATE: ApN 209 1 SCALE: WA //////� y�Aa\,f 1.1\o-'ze\Az`v�rzNl r✓J'6crC IL Y/ O rm.'ect Va've rr+"x+ary FA:e wi+'ty¢ ra reC-'�3 2. r✓ 9a':>^hm P9z3 o. >aenv 'M1M,4+n W= tai M usM v+]r >Mtry Gry' wu m::avr�P'rm-..•a] an tvyw < mEa-g my mxvar mrY cl :�:I srse u-..,ey a�.a naw mxix vG_zwaU rew maro uab6'Eix+er 125 ks rrn rx'ury)mAaa•p,"� s' = ssir,.xz ra f »-sr r, an N x,y sas 5. Tlc P weme-.<im nsY to m..-wi-v rssA xRzr fkxa. �zriq. tasUO. oM so Ivn Fkxda re wrrv'<mA: aN <Jwa,x lvr DepsxrM of Em�mn,....� PrtL�a-.m IFOFPI �] cMw tss tcc-n rcritl 6 P¢trzAlE;pi tx?d hr mm2C.A, of is nevi py.Npx <.ittrg F2'3aa Ea 'rsiY�-] wUr m mz>".a'im h a¢:s�sce nY, AVr4VA C651.201e c.5srz. 8. *nIgw:r� cY,txx e ca�actw s+x*'maaa neymmrco try ftarn rt<•«AceTary. B. AA {aS'vr+aA'wT ae n s dra xya•ay F>'rozr wm asserNl, @iyz s] :�.-�. <ic, sraY to Va TETALCITYOFO AILCONSTRUCTION DETAIL S Temporary Jumper Corcra.Y•an DATE: Ma 20N I SCALE: WA 1.a^c aeA]) N.-AGraM /lll� ..na r—f Rr s Cc+G'B I I ate) c\\a,A Em cry t I r 5 i/Ii w Po..rmr> n s rL 9 ) Mz TapXA Ere `2 / c—se NOTES s�M 2 Aa ppp.;m]Fungz Vu=i ba ma.cmJ>nx »afi Cay6w3atls rw J e re tans .naA re N a:wrAaee »th Cry $U'CYtl DekAs PJt•AIOP£ Py or U1P?6 Vx Fy,. DETAa CITY OF OCOEE NO CONSTRUCTION DETAILS 1fT203 ry nOlf Ass<mh'y GATE: Aprd 2019 SCALE NSA COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PART{, LLC OCOEE, FLORIDA WATER & SEVYTR DETAILS c:ro ,Ya. FenM1v 160) i e.� f i i I+.mow Low Wn Plan Vxv ��\ EUe.raxAP� r Fti:a' Se,r.c j R EIUXr� Ls< Ts^p�.Jl.�eter lavaW NOTES: 1 Fys uerwu F d;. Repo m Pa, or +yst �.<Axl au zrr:gx..5 ,- BT b Ss�e Per; ci mrA Vi1Y15 b GnmrucaS24R.Fam^l. J eeA ty GiY. rNau+.cA aM pule m=•er bo+ez s>,sa tre exp% "'a-s-J tr pa%rg M boas maTtesna Yh'�Ay frro- a r.w<:s :r,onA be «ax+aa m e-a+=<A r.A. ar. n vxx'a. or.:M rz,rr MBA <) zA<.as, z. era ea-n pax a�'sa sE>,xa ws: rsx on„ a .,,�mn �. DETAa CITY OF OCOEE NO CONSTRUCTION DETAILS UT207 I.reler&Senlca Locat:cars DATE: ApN2019 SCALE: IJA `yCssit, S�i/Aw< `�T CENgF • (<wi C1' wt NO.54C64 •. t 2z P= V&OF FLORIOP;'�C�k�` '/ONA� E�Go`• SHEE'TTYPE SHEET 22 OF 25 JOB # 21-010 El DRT DRT IN hiS CHK 1r4S CADDI G B420 us in 115 it �— �--- i WISHED GRP9E I � _ — — — - -� - - -- 110 ( 2 EciicE Irnm j `-SEE oaa.11GS roR 9JDtJDPTIG, ] 05 --- -- - -I, ---- -1 -- -- ---- -- -- -- - - --- 100 32t 1.G 0= 8' SAry d 0.32 I 95 20 tF OY 8' "I, ®0.32R SCP1E: HORIZ. 1'=30' i 23 J �P.• W 5aB64 *E a ?-= /22 SHEET TYPE • 7 A Op =po'• •.tea,;" "n F/ORIOH •��. SHEET 23 0 - 25 rs/OiVA� Ede,. DATE 3 17 22 1' JOB 21-010 C01+TIDE CENTER DESIGNED MOPS CONTROL CENTER '°R SIZING AND UNIT (RTU) /- THAT rE1Jr Ty I ` /�� r'I II Y h MANUFACTURED TO MEET - STAINLESS DISCONNECT SWITCH REMOTE / . C f(a\l \t STEEL ALL D.E.P. REQUIREMENTS SEE SCHEDULE UELEIAETRY MOPS E SERIES PANEL COMPONENTS SUPPORT COLOR IN CASE OF EMERGENCY CALL UNISTR UT MATERIAL MONITOR ANTENNAM0 ' SEE SCHEDULE FOR ALT ALTERNATOR (IN RISC) OWNER: LIFE f ELECTRICAL SERVICE REQUIREMENTS AS ALARM SILENCE SNATCH PHONE: STAINLESS 3-INCH CAP INDICATOR MANUFACTURED ODORLESS PUMP STATION THIS DRAW'OO AND THE DC-11 Cp'1p41giED HISTIN In PROPRIETARY B1-2 MOTOR BREAKERS IN CASE OF OVERFLOW CALL STEEL Di HI S DELMHc THE DESIGN SHOOF VED DE USED ONLYE'OR , i 1 B lil I lull) � mm I BC COtJTROL BREAKER MAINTENANCE COMPANY: CONNECTOR STAGE 4 ATLANTIC ENVIRONMENTAL SYSTEMS INC, VTLORR FOGF`O1M ATrlRTB �w;wo„aVTAL ONLY BE ENE RGENCY BREAKER PHONE: _ 3-INCH AlUr1,INUM MS, IINDFIT;A1r°R , 1 LAKE WORTH, FL 33461 4iPA00UCT 01J, it{ YIHOLE OR I1J PRAT 4Usi CLCAAfLY SHOW THE BA MAIN BREAKER SUPPORT FINE MESH lANnC U111FOINENTAL HAVE AND AODR%ss E REPAODUCTUR PH: (561) 547-8080 FAX: (561) 547-3999 ©2000 OR GET RECEPTACLE BREAKER BPS POWER SUPPLY BREAKER EXTRANSFORMER BREAKER POSTS' DETAIL C INSECT SCREEN 5 M 0 P S PUMP STATION SCHEDULE CI-2 MOTOR START CONTACTORS (SUPPUED BY MAINT. P ASTOMER -- STAGE 3 C CR CH GO NYENIENCE RECEPTACLE msc DUPLE% INTRINSICALLY- SCI00 COMPANY) END cans ') R MOPS SERIES ITEM DESCRIPTION SAFE CONTROLLER ETM ELAPSEO TIME METER , SEE DETAIL C SEE U STAGE 2 INITIAL DESIGN FLOW (G.P.M.) 85 700 YEAR FLOOD ELEVATION 107.8' 0 GROUND INCOMING P01'IEft SUPPLY, CONDUIT, A, WIRING -- - SCHEDULE B INITIAL DESIGN HEAD (T.D.H.) 64' 25 YEAR FLOOD ELEVATION 106,5' GR GENERATOR RECEPTACLE H HORN (SEE NOTE BD) -' FOR MODEL B AMC EVER j E SECONDARY DESIGN FLOW (G.P.M.) 165 A GRADE ELEVATION 113.3' Non NAND -OF -NOTE SWITCH- GE MaP$ R STAGE T SECONDARY DESIGN HEAD (T.D.H.) 57' B TOP ELEVATION OF WET WELL 173—51 (ON DISC) NCU HCUTRAL GROUNDING R00 SEE DETAIL D (SEE NOTE BB) -- SEE ai z ftEPLACEA6LE ODOR 3, RATED PERFORMANCE SPEED 3450 C BOTTOM ELEVATION OF WET WELL g2,3' FLI,2,I PILOT UGHT (GE) PIA PHASE MU'PLR PS POWER SUPPLY ----_ .'f------------- '. NOTE a 3 SCRUBBER c CARTRIDGE RATED MOTOR HORSEPOWER 7.5 D ALL PUMPS OFF ELEVATION 93.5' SUBMERSIBLE PUMP TYPE P-1,P-2 NON -CLOG E LEAD PUMP ON ELEVATION ( ) 96., R2-3 RELAYS PUMP MODEL NUMBER MOPS F LAG PUMP ON ELEVATION 96.6, RDA-BRATIERY RELAYS RE SILENCE RELAY SERVICE ENTRANCE VOLTAGE 208 G HIGH ALARM ELEVATION 97.1' INTERIOR —LAYOUT ALEST RIA-BRELAYS CR RTu%F RTU TRANSFORMER RELAY Sr SEAL FAIL RELAY SUEDSURGE/uc1ITNING PROTECTION DEVICE 112 TERMINAL STRIP FOR PUMPS T52 TERMINAL SiftIP FOR IDS, %F 50/60Hi O.SKYA TRAlISFORMCR ENCLOSURE NE n sx STAINLESS STEEL SINGLE DOOR „/PADLOCK HASP ALUIINUVI INNER (DEAD FRO1T1 DOOR 30"H x 30'W v B'D -- - EE= - i ij IE�IL - - - - - TO LIFT STATION _ ODOR/GAS SCRUBBER TO WATER SUPPLY FROM WET -WELL CONCRETE SUPPORT STRAPPED TO CONTROL PANEL POLES DETAIL A MOPS ODOR/GAS SCRUBBER ,`'oiES. IC —DER DESIG^JED TO RE11.1k Toxlc SEWAGE GrsEs. Hzs, nn'. DEFENSIVE ODORS SUCH AS SKATOLES AMID MERCAPTANS 2. SCRUBBERS LIFE EXPECI-C, CALCIIIIIONS ARE INCLUDED IN SHOP DRAWhG SUBMITTALS. 3. SCRUBBER HNIT CAN BE MOUNTED INSIDE WETWELLOR TOP SERVICE ENTRANCE PHASE 3 H INSIDE DIAMETER OF WET -WELL 72" CONTROL CENTER FULL LOAD AMPS_---- 56 I OUTSIDE DIAMETER OF ANTI FLOATATION RING 96" NEMA 3R PAINTED STEEL DISCONNECT SYVITCH, RATED AMPS 60 J MINIMUM CUBIC FEET OF CONCRETE BALLAST CU YDS ( ) - 351 13 _ - WET WELL SCOURER SYSTEM N/A K INVERT PIPE DIAMETER 8" ATLANTIC ENVIRORMENTAL SYSTEMS, INC. U CONTROL CENTER I REMOTE STATION MONITOR (TELE6IETRY N/A L FORCE MAIN DIAMETER 4" ON -SITE GENERATOR SYSTEIA _ N /A M PRIMARY INVERT ELEVATION g6, 2' N SECONDARY INVERT ELEVATION N A MOPS EQUIPMENT IDENTIFICATION QTY. MODEL DESIGNATION MOPS PUh1P STATION'°T698A°HAZARDOOUSLOOCATIO°NNPANELS' 1 A24-72288-C-7.5 A RA EL LABELED FOR U.L. SOYA CONTROL CENTER ASSEMBLY I.!OUNTED. 4 °.EL ° 5"°'"". MOPS VALVE BOX ASSEMBLY (VBA) 1 VBA-24 AND INSTALLATIONN.T.S. MOPS ODOR/GAS SCRUBBER (OGS) 1 OGS-8 DIs< p� 1Y'1 qqG �/U H6D A P DD A I NOTE: SEE CONTROL PANEL DETAIL SHEET FOR ADDITIONAL NOTES. HO N 22 EVpF ,Rl l2 In.li, fi-20 - cTI,AtJ II T2 Tl HUB Izpv ExAA?.x 'SCAT '"0T0'' FAIL LEAD, si IMP TSl TERMINAL SCHEDULE CAN -TIGHT CONDUITS CAR -TIGHT LID E^'ERGE11 BYPASS VMTH CUT- DISCONNECT PuvP T AND cnP PIPE COUPLING + (Or, BOTH SIDES) MOPS R.P.Z. ASSEMBLY 1 _ 75 MOPS CONTROL CENTER 1 PSG-222-7.5-T MOPS DISCONNECT SWITCH 1 - FDS-60-3-2-PS MOPS CONTROL CENTER MOUNTING ASSEMBLY 1 CCh1A-32AL MOPS WET WELL SCOURER SYSTEM 0DaKDT. c R020R U ° D LEAps T52 TERMINAL scHEDDLE { + + + + 17 Pau LocK PDs 6VALVE STAINLESS STEEINNER PIPE SUPPORT(aJrFA Al! MOPS REMOTE STATION MONITOR 02 DOOR DpoR nor Imr SHOD,) FOR cu.!uTY) 1st YEAR SERVICE/6(AINTENANCE CONTRACT 0+ MOPS ON -SITE GENERATOR SYSTEM 0 N A HUB AND INVERT LOCATION MOPS FIELD SERVICE WORK 1 CONTROL INSTALLATION & START-UP CONTROL !S PA E coNxnrs t2 71 ) + THZSLa 10 + INFLUEIT s-a } } \ { • IrJVERr } T ITEMS CLOCK POSITION L•I t @ �FB .-. LPIPING Boss j2��41 ITIC, TEFLOIJ- LOCK POST ° SEATED, DISC CHECK PUMP 2 TAYPER RESISTANT VALVE (TYP.) Gns - TIGHT HATCH FASTENER (TYP.) PUMP STATION VAI VF ROY AeCCMR1 Y MOPS PUMP STATION COMPLIANCE NOTES: THIS PUMP STATION DESIGN COMPLIES WITH THE FOLLOWING REQUIRED STANDARDS: STATE OF FLORIDA ENVIRONMENTAL PROTECTION STANDARDS FLORIDA ADMINISTRATIVE CODE (F.A.C.): 62-640.400- COLLECTION AND TRANSMISSION SYSTEMS NATIONAL ELECTRIC CODE (NEC) CLASS 1, DIVISION 1, GROUP D- HAZARDOUS LOCATIONS UNDERWRITER'S LABORATORIES (U.L.) 50BA-MOTOR CONTROL CENTERS AND U.L. 69BA-INSTRINSICALLY SAFE CONTROL CENTERS •• RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES (1997 EDITION). DISCHARGE LINES S.00 PRIMARY INVERT 9 00 SECONDARY INVERT N/A LocnnO`J of CONTROL PANEL I20o 1. PUMPS ARE RATED BY FACTORY MUTUAL FOR CLASS 1, DIVISION 1, GROUP D ATMOSPHERES AS REQUIRED 9 g 3 BY NEC. TOP VIEW N.T.S. 2. THE CONTROL CENTER INCORPORATES INTRINSICALLY SAFE RELAYS AND IS LISTED TO UL 698A J" INTRINSICALLY SAFE FOR CLASS 1, DIVISION 1 ATMOSPHERES. SEE DETAIL A 3. THE CONDUIT PROVIDED, ALONG WITH CONDUIT GAS -SEAL -OFFS, ARE RATED FOR CLASS 1, DIVISION 1 ATIo11 GAS -TIGHT LID LOCATIO INS. 8 4DISCHARGE _ f FULL ALU, Itl01 FRAME \"NTH HINGED, ODOR/r,As scau6BER (IJODEL Z1,FHN- LOCKABLE HATCH AND s.s. HARO:VARE 4. THE WASTEWATER PUMPS AND THE CONTROL CENTER INCORPORATE A MECHANICAL SEAL FAILURE DETECTION r 30o P.S F. RATE. AND NOTIFICATION SYSTEM, NOTE. BACKFILL AROUND LIFT TO BE LOCATED NEXT TO STATION FROM Arm -FLOATATION RING `I CONTROL PANEL (RAISED To UPPER GUIDE RAIL 5. THE CONTROL CENTER INCLUDES EITHER A REMOTE TELEMETRY UNIT (RTU) OR A SELF -CHARGING. BACK-UP 7 ° 5 UP TO FINISHED GRADE SHALL BE I voPS `REQUIRED ELEVATION) BRAcr"ET s s. MATE ALARM SYSTEM TO OPERATE ON POWER FAILURE, 6 COM:v.ON FILL COMPACTED IN B. THE PUMP STATION INCORPORATES AN ODORLESS DESIGN WITH A SCRUBBER SYSTEM TO CONTROL TOXIC 2-INCH MAX. LIFTS TO 9BA CABLES DOUBLE GUIDE RAILsCHEMnnc BASED oN THE sinnorJs DISCHARGE eEIrJG LOCATED DENSITY PER AASHTO r-IUD. ULL OUT SYSTEM. GASES AND ODORS FOR COMPLIANCE TO F.A.C. 62-604.400. AT THE �3 CLOCK POSITION. SEE SCHEDULE FOR LOCATION OF ATE.) HOITTOc SHALL EXERCISE CARE aacHNEcrURaL GRADE. B 7. THE BOTTOM OF THE TOP RIM ELEVATION OF PUMP STATION MUST BE LOCATED AT A HIGHER ELEVATION INVERTS AND CONTROL PANEL. LOCATIONS SUITIECT TO CHANGE NOT TO DAMAGE VlEI\VELL DARING B STAINLESS STEEL coMPAcnay. A THAN THE 25 YEAR FLOOD ELEVATION. THE LISTED 25 YEAR FLOOD ELEVATION PROVIDED BY SITE CIVIL z4- IAINIMUN1 ENGINEER. ° F B. THE BOTTOM ELEVATION OF THE MOPS CONTROL CENTER MUST BE LOCATED AT A HIGHER ELEVATION THAN E G H 1=11.1 I=) - 3 j�Tj��- _ THE 100 YEAR FLOOD ELEVATION. THE LISTED 100 YEAR FLOOD ELEVATION PROVIDED BY THE SITE CIVIL III B o o �I�III�� ak C II -IIk�II�II=III 0 7 �, ENGINEER. ° ! -III-III— 1l F MOPS ENGINEERING NOTES: AA, THE HORSEPOWER SHOWN ON THE SCHEDULE IS A MINIMUM HORSEPOWER REQUIREMENT BASED ON THE A = ION61IISTATION'S DESIGN CRITERIA AND THE REQUIRE TORQUE. (LOWER RATED HORSEPOWER EQUIPMENT WILL NOT BE >< INFLUENT NNAL jT^ ACCEPTABLE.) coN NErioR I'i; DR. THESE ITEMS ARE SUPPLIED BY A.E. S, WITH THE MOPS STATION. GRnnE7 •:ExSHE i CC. INVERT ELEVATIONS NOT BASED ON INSIDE BOTTOM OF PIPE. ` 1111T of � DD. THE MOPS CONTROL ASSEMBLY CONSISTS OF THE FOLLOWING. CONTROL CENTER DISCONNECT SWITCH, MOUNTING - - - AEG suFPLIF - PIPE SUPPORT ASSEMBLY, ELECTRICAL CONDUITS, AND SEAL -OFF. THESE ITEMS MUST BE SUPPLIED AND INSTALLED BY THE = t MATERAL BRncKEr OVER VALVE BOX MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS WARRANTY PROGRAM. 2' DEPTH TIME or AEs 3D' RAIN 11 INVERT EL.) - r+IrJ. 6-INCH GRAVEL EE. FOR STATIONS IN MIAA11-BADE COUNTY, THE MOPS PUMP STATION IS SUPPLIED WITH A REMOTE TE LEMETRV FI ET WELL MONITORING UNIT AND A.E. S, MAINTENANCE SERVICE. THE R.T.U. ALLOWS FOR MONITORING OF LAG ALARM, HIGH SUPPLIED CONCRETE SUPPORT r SUPPLIED BY OTHERS W WELL MATERIAL (SEE NOTE US) ALARM, AND POWER FAILURE PER CHAPTER 24.42.2(5). THE R.T.U. IS EQUIPPED IVITH A BATTERY BACK UP AND olsr.HnaGE PIPING 'L' FORCE MAIN (REFER NOTE BB) IS INSTALLED ABOVE THE 100 YEAR FLOOD ELEVATION, M A T E R I A L S M A T E R I A L S -=?�= M a",IOK DISCONNECT. SIZE To BE co:JnR!aE. THE MOPS WASTEWATER PUMP STATION DESIGN AND EQUIPMENT SHOWN ON THIS DRAWING HAS LEVEL -•. 0 I.IUNICIPAL STYLE, l'lITR CIVIL OY:GS HET.+ on. UP CRIPTNN ITEEI OTY. DESCRIPTIOorJ :-jF_- P BEEN REVIEWED, PERMITTED, AND CERTIFIED AS COMPLYING WITH ALL THE STATE OF FLORIDA TRANsoucER s DISCHAEre, un%Ir Or ass suPPL1ED IAAIPALAL D.E.P. AND LOCAL REQUIREMENTS. ANY SUBSTITUTION FROM THIS DESIGN MAY REQUIRE NEW PERMITS, A i 3/4" x 36' S.S. tlIPPLE F 1 ]/4' APP. BAC,KFLOlY PREVEIJTER _�f- DISCHARGE ELBOVI a i •••••••••••••••••••••• •••••••• •D••9. 3/4' 16 AS PIPETS CON3/4CONCRETE RALLAST(REFER NOTE BUT APPLICATION FEES, AND ENGINEERING SERVICES FOR RE -CERTIFICATION AND DESIGN REVIEW. C 2 ISUs,o.,. H 1 ` x 3/i- 5.5. COUPLING C . O COLLAR (IF REOl11RED). SEE ITEI.1 'J' OONSC11EDlILE D 2 PPORT PRAIRIE CAPS rP/N IN, i 3/4' BRONZE HOSE BIB FOR !."TtJIV<U!A AMOUNTS. E 3/4' S.S. PIPE BOLTS J I VACUUM BREAKER - SLOPE FIBERGLASS FILLET P.E. CERTIFICATION: PRIVATE PUMP STATION DETAIL B NOTE. SOLID CIRCULAR FIBERGLASS ANTI -FLOATATION RING, TWICE ALL METAL ITEMS IN CONTACT WITH SEWAGE GASES WALL THICKLESS [SEE ITEM 'I' ON SCHEDULE FOR MINIVUNI Bonnie McLeod, P,L., Lic 4 70797 V,P, of En Ineer-in ARE ALOWNHIA AND STAINLESS STEEL EXCEPT 9 9 R.P.Z. BACKFLOW PREVENTER ASSEMBLY DETAIL EPDXY COATED PHYPS AND DISCHARGE ELBOW. FLANGE OD. SIZE (DETERSIINES BALLAST CALCULATIONS)] Atlantic Environmentat Systems, Inc., Certificate 4 26398 1111 6-I11CH GRAVE` SECTION VIEW 2244 4th Ave, North, Lake Worth, Florida 33461 U.S.C. AND A.9.S.E. APPROVED N.T.S. SUPPLIED BY OTHERS N.Ts. Ph; 561-547-8080 Fax: 561-547-3999 ILLY & AMEMASSOCIATES, HKl, CHK Ills CADDYiG B429 - COMMERCE 429 DEVELOPMENT PLAN FOR PROGRESS COMMERCE PART{, LLC OCOEE, FLORIDA LIFT STATION & DETAILS NO.7554664 39' ZOFZ It —DIE I I I i i I I O J Z O V) I— V) O U CD LO c O M L, O Z J O Q W I— P V) W Z O � W N 0 W F- V) 1 W (n W F— OE� Q c U O V) W rn (n U N Q IY ,It W 0 :� W Z :� U a 0 CE� U W >-- :�E W Do O :�E rn U 09 cV O O I AP Page NR. LS-1 C25 SHEET TYPE SHEET 25 OF 25 JOB if' 21-010