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Home My WebLink AboutVII(D) Olympia PUD, Final Subdivision Plan, Project #LS-98-007Agenda 8-03-99 Item VII D "CENTER OF GOOD LIVING - PRIDE OF WEST ORANGE" MAYOR • COMMISSIONER S. SCOTT VANDERGRIFT CITYOF O C O E E COMMISSIONERS 150 N. LAKESHORE DRIVE DANNY HOWELL OCOEE, FLoRIDA34761-2258 SCORUTT ON RUSTY JOHNSOHNSON (407) 656-2322 NANCY J. PARKER CITY MANAGER ELLIS SHAPIRO STAFF REPORT DATE: July 30, 1999 TO: The Honorable Mayor and City Commissio rs FROM: Robert Lewis, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Director of Planning W-11-Z SUBJECT: Olympia PUD Final Subdivision Plan Project # LS98-007 ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for Olympia PUD? BACKGROUND: The proposed Olympia PUD is a 37.8 acre multi -use development with six commercial lots, a public library site and a public elementary school site. The project is located at the southeast corner of Silver Star Road and Clarke Road. The PUD zoning and Land Use Plan for the subject property was approved in April 1999. The zoning of surrounding properties is C-2 and R-1-AA to the east, R-1-A and A-1 (County) to the south. The zoning on the north side of Silver Star Road and on the west side of Clarke Road is C-2. DISCUSSION: The attached Final Subdivision Plan for Olympia PUD is consistent with the PUD Land Use Plan and Preliminary Subdivision Plan approved in April. The School Board has acquired the new public elementary school site and construction was recently started. Final details of the Acquisition Agreement between the Developer and the Library Board should be completed very soon. The Olympia PUD Land Use Plan specifies that all development within the PUD will conform to the standards adopted within the Ocoee SR 50 Activity Center, with a few exceptions specified in the Conditions of Approval. Since the PUD was approved, those standards have been replaced by new upgraded City-wide Commercial and Industrial Development Regulations which are essentially the same. All Development within the Olympia PUD will comply with the newly adopted standards, except as indicated in the PUD Conditions of Approval. fr Pratsct Qcoee;s ter.Resaiisces Q�� July 30, 1999 Honorable Mayor and City Commissioners Page 2 The attached Final Subdivision Plan for the Olympia PUD was reviewed by the Development Review Committee (DRC) on July 20, 1999. The Committee voted unanimously to recommend approval of the Plan, subject to resolving several minor issues. Those issues were identified in comments from the Utilities / Engineering Department, the City Attorney and the Planning Department. The recommendation approved by the DRC specified that all of these conditions must be satisfied before a Pre -Construction meeting is scheduled. All of the DRC conditions are incorporated into the Staff Recommendation. PLANNING & ZONING COMMISSION MEETING AND RECOMMENDATION: On July 28, 1999, the Planning and Zoning Commission considered the Olympia PUD Final Subdivision Plan. During the discussion, the applicant's representatives were present and answered a few questions from the Commission. There were also several residents of the adjacent Silver Bend subdivision who addressed the Commission. Their concerns were primarily related to drainage, traffic and the buffer along the east side of the school site. Staff explained that these issues have been satisfactorily addressed with the Final Subdivision Plan according to the City Commission's expressed desires from the PUD zoning / Preliminary Subdivision Plan approval. When the discussion was finished, the Planning and Zoning Commission voted unanimously to recommend approval of the Olympia PUD Final Subdivision Plan, subject to the conditions identified in the Staff Recommendation. STAFF RECOMMENDATION: This is not a Public Hearing, however, when the PUD zoning and the Preliminary Subdivision Plan were considered by the City Commission, it was decided to notify the surrounding property owners of this meeting so they could attend and provide input. Notices were sent out to all the surrounding property owners within 300 feet of the subject property notifying them of the P & Z Commission meeting date and the City Commission meeting date. Two signs were also posted on the property with the meeting dates. The meeting dates were not advertised in the newspaper. At the DRC meeting it was noted that the Developer and the Orange County Library still had a few minor issues to work out in their purchase agreement. It was noted that, because the library site is an integral part of this PUD as currently designed, the City Commission would not be able to take action on this Final Subdivision Plan until the two parties have finalized their purchase agreement. Staff spoke with both parties on Thursday, July 29, and was told by both that all remaining issues have been worked out verbally. Both parties seemed confident that the agreement could be executed prior to the City Commission meeting. Based on this information, if the two parties cannot testify at the City Commission meeting that they have finalized their purchase agreement, Staff respectfully recommends that the Olympia PUD Final Subdivision Plan be tabled with no action taken by the City Commission until the agreement is finalized. If the two parties can testify that the agreement has been finalized, then based on the recommendations of the DRC and the Planning and Zoning Commission, Staff respectfully recommends that the Mayor and City Commission approve the proposed Final Subdivision Plan for the Olympia PUD as date stamped received by the City on July 23, July 30, 1999 Honorable Mayor and City Commissioners Page 3 1999, subject to the following conditions, all of which must be satisfied within the plan set before a Pre -Construction meeting will be scheduled:. 1) All the issues and plan changes identified in the attached list from Tony Wierzbicki (Utilities / Engineering Dept.) need to be resolved. . 2) The errors identified in the attached memo from Martha Formella (City Attorney's office) need to be corrected on the Plan. 3) Provide on Sheet C-1 the name, address and phone number of the Surveyor. 4) The cross section labels for Retention Pond # 2 on Sheet C-8 appear to be inconsistent with the cross section drawings on Sheet C-14. Revise the labels as necessary to make them consistent with the drawings. 5) Provide appropriate radii or corner clips at the point where the proposed public right-of-way (Tract "C") meets.the southern edge of the new Silver Star Road right- of-way. The size of the radii or corner clips must be acceptable to both the City and FDOT. 6) Provide a note on the plan which reads as follows: "The Developer will provide the funds to cover the estimated cost of constructing the future concrete sidewalk to be located along the northern edge of Lot 7 in a manor acceptable to both parties (the developer and the buyer/owner of Lot 7)." 7) Staff will have the authority to administratively approve any final modifications to the outline of Retention Pond # 1, and any associated changes to detail drawings. 8) Revise the Landscape Plan to incorporate the following changes: a) Provide vines along the fencing and/or tall shrubs to effectively screen all sides of the lift station area. b) Provide 2 shade trees and '3 understory trees per 100 linear feet along the northern portion of the east side of Retention Pond # 2 and along the north, east and west sides of Retention Pond # 1 (the current Plan shows only 1 shade tree per 100 linear feet). c) In addition to the row of shrubs currently shown, provide appropriate ground covers (other than sod or mulch) along the northern portion of the east side of Retention Pond # 2 and along the north and west sides of Retention Pond # 1. The shrubs and ground covers combined should cover at least 30% of the buffer area along the east side of Retention Pond # 2 and along the west side of Retention Pond # 1, and least 70% of the buffer area along the north side of Retention Pond # 1. d) Lawn and Irrigation Note # c) on Sheet L-1 needs to be revised to read as follows: "Irrigation shall be provided to cover 100% of all landscape (shrubs, ground cover and grass) areas within the landscape limits shown on this plan, with a timed, automatic underground system utilizing pop-up heads whenever possible." July 30, 1999 Honorable Mayor and City Commissioners Page 4 e) The specifications for both the oak trees and the holly trees need to specify that these trees will be container grown. f) The Plant List needs to be revised to show that Sweet Viburnum (Viburnum odoratissimum) will be used as the primary hedge material rather than Variegated Pittosporum (Pittosporum tobira `Variegata'). g) The Landscape Architect referenced in the Notes on Sheet L-2 needs to be identified on the landscape Plan by name, address and telephone number. Attachments: Olympia PUD Subdivision Architectural Design Standards Drawing showing proposed common signage design for the subdivision List of Comments from Tony Wierzbicki (Utilities / Engineering Dept.) dated July 15, 1999 Memo from Martha Formella (City Attorney's Office) dated July 16, 1999 Final Subdivision Plan, date stamped received July 23, 1999 \\Police_firel\planning\CALEXANDER\ALL_DATA\CAPDFILE\Staff Reports\CC SR\SR99052.doc OLYMPIA - PUD SUBDIVISION Architectural Design Standards w July 7, 1999 The developer has chosen a Mediterranean building design theme for the "Olympia - PUD Subdivision" for lots 1 through 6. The "Olympia - PUD Subdivision lies within a Activity Center and therefore must follow the guidelines of the "State Road 50 Activity Center" Section I`D" Building Design Standards. The developer of a lot within the "Olympia — PUD Subdivision" development shall follow these guidelines for a proposed building as follows: Architectural Cohesiveness — Architectural style for this Subdivision will be Mediterranean to create a visual cohesiveness that integrates the individual projects, buildings, and signs within the Olympia — PUD Subdivision. 2. Exterior Materials — Building exteriors shall primarily consist of masonry, stone, stucco, brick, split face decorative block, glass or wood construction materials. 3. Exterior Design — Exterior Building design elements will include. fenestration, canopies, fascia, cornices, columns, cupolas, entry focal points, gables, belt courses, lintels, pilasters, porticos., or other decorative elements as appropriate to enhance overall architectural design. Rounded archways and barrel tile roofs are. encouraged to meet the intent of the Mediterranean architectural style for this commercial subdivision. 4. Building Colors — The colors selected for exterior visible building surfaces shall be of earth tone colors. The body of the building shall consist of lighter shades of color such as;.tan, beige, and pastel green and blue. Accent colors -for building trim, belt courses, lintels, fascia; cornices, or other decorative elements shall consist of darker earth tone colors such as; brown, green, blue, and burgundy. OLYMIPIA DEVELOPMENT GROUP. INC. z 0 I N Ln I 00 1 g'-0" STEEL TUBE COLUMNS ;AST CONC. CART RAIL NED COLOR TO MATCH BUILDING I"Wx10'-0"L .PLANTER BASE T FACE CMU TO MATCH DING. —T/FOUNDATION 1 PLAN A5.1 SCALE: 114 = 1'-0" 10'-0" c 8"x8" STEEL TUBE COLUMNS PRECAST CONC. CART RAIL r? STAINED COLOR TO MATCH BUILDIN .3'-6" , 5'-0"WxlO'-0"L PLANTER BASE b!'.r�Z SPLIT FACE CMU TO MATCH UILDING. T/FOUNDATION I i I � 0 i 10'-0" L— — — — — — — — — — — — — — — 1 12'-0" 2 ELEVATION A5.1 SCALE: 1 /4" = 1'—O" JUL - 8 1999 CITY OF OCOEE 6'-4" 3 ELEVATION A5,1 SCALE: 1 /4" = 1'-0" OLYMPIA PUD 2" STAFF FINAL SUBDIVISION REVIEW Utilities/Engineering July 15, 1999 The following comments are offered in addition to the previous comments dated April 30, 1999. The comments 2-23 and 25-38 have been resolved and require no further action at this time. The remaining comments are numbered to correspond to the numbers on the previous comments A copy of the SJRWMD permit has been included with the latest submittal, but it is unclear if this permit reflects the latest stormwater design. The submitted permit is dated prior to the June 2, 1999 meeting when the verbal agreement, pertaining to the design storm for this project, was reached between the City Engineer and the Developer. The existing permit was issued on May 18, 1999. Clarify which design storm this permit applies to. 24. All water line tees have not been identified as your response letter indicated. The water service tees for the lift station and the potable service line for Lot 4 have not been identified. These additional comments have been generated from the review of the most recent plan submittal. 39. Sheets C-5, C-8 and C-11 show a backflow prevention device on the reclaimed water system. This device is not necessary. A temporaryjumper will have to be installed, making a connection to the potable water line until reclaimed water is available. This temporary jumper will have a backflow prevention device installed as part of the jumper to protect the public water source. 40. Identify the stub -out shown on sheet C-8 from Inlet E-15 that has been provided for Lot 4. 41. Identify the structure shown on sheet C-8 within the ROW near the northwest corner of Lot 4, that is labeled with what appears to be an elevation of 140.5'. 42. A note on sheets C-8 and C-9 reference where the Silver Star Road improvements can be found. Revise this note on both sheets to reference the actual page this detail is shown on. 43. A reuse stub -out has not been provided on sheet C-11 for Lots 5 and 6. 44. Two callouts on sheet C-11 reference where the lift station detail can be found. Revise these callouts to reference the actual page this detail is shown on. 45. Add two additional gate valves to the water line shown on sheet C-11. These gate valves should be placed on the water line that runs along the roadway, south of Lots 5 and 6. Place the gate valves in -line, adjacent to the tees, to isolate that section of line. 46. The detail of CS-300 shown on sheet C-13 lists the weir elevation as 136.95' but the callout for this structure on sheet C-8 lists the rim elevation as 136.95'. Please verify and revise these elevations in both locations for consistency. 47. Section views 3 and 4 shown on sheet C-14 need to have a consistent sidewalk theme shown. Either both of the section views show the proposed sidewalk adjacent to the pond or neither one depicts this sidewalk. A note on the plans indicate this sidewalk is to be built by the Library. Comments from Engineerin Staff Review: Tony Wierzbic ', E.I. Engineer I JUL-18-SS 09:3E FROM:FOLEY & LARDNER ID:4076461743 FOLEY & LARDNER MEMORANDUM TO: Ellen M. King, Development Review Coordinator FROM: Martha H. Formella, Esq., Assistant City Attorney DATE: July 16, 1999 RE: Olympia FUD -'Final Subdivision Plata PAGE'' - 2/3 Lu JUL 16 1999 D COEE In connection with the above referenced application, we have reviewed the following documents: 1. Olympia PUD Final �Subdivisionecei received Plan prepared y the City of Ocoee July 2by TOU10umi$, �t 1999; ana Associates and P tamped 2 Response to Final Subdivision Plan Review Comments prepared by PBSW dated July 1, 1999 and stamped received by the City of Ocoee July 2, 1999. This memorandum supersedes our memorandum dated April 28, 1999. Based on our review of the documents noted above pursuant to the new Land Development Code, we have the following comments: 1 please correct the scrivener's errors in Final Subdivision Plan Notes 7, 23, 2A, and 25 as shown on the attached marked up copy. If you have any questions regarding this matter, please do not hesitate to call. Attachment cc: Paul E. Rosenthal, Esq., City Attorney -1- nna i 7n'440.1 JUL-16-SS 09=3S FROM:FOLEY & LARDMER ID=4076461743 PAGE 3Y3 7, AND AT10N SITE (TRACT D) SHALL BE COM1E M TO THE CITY OF _ WARRANTS ENCIN U1�tBRA�NCES PRIOR i0 OR No SUVANCE ACCEPTABLE: 7A�IE OF PtATiRiG. W. liFf CLEAR OF ALL LIEMi AND MAINTAINED BY M CITY OF OCOEE. STATION SHALL BE OWi� 23. THIS FINAL SUSDMSION PLAN IS SUBJECT TO THE TSMS AND C01'1DITMONS OF THE FOM M M 0) ANNEXATION AND DEVELOPMENT AGREEMENT DATED APRiL 6. 1999 AS R£OORDED IN O.R. BOOK ` b) O PAGE pUD LAND USE PUW/PREUI� NARY SUHONISION3, pUeUC RECORDS OF ORANGE COUNTY, �PLAN APPROVEDORIDA ��IE OCOEE b) �.YMAP COMOS'SION ON APRIL 6, 1999. 24. THE DEVELOPER SHALL DEDICATE TO THE CITY OF OCOEE AN AD0IITOMAL 22A FEET OF Reif -OF -WAY ALONG CLAW ROAD AND CUI1ti000US TO THE WESTERN BOUNDARY OF IHE PROpaW. THIS RIGHT-OF-WAY DEDIC"N WILL BE BY DEED TO BE RECORDED IN ACCORDANCE V0 THE TERMS OF THE DEVELOPMENT POMEN - THE OWNER OF THE ADJA�f LOT SHALL MAINTAINXIMM ANy Alit FEE CREDITS OR OTHER COMPENSATIOWFORP ORR ON OF MON OR OM 7K BE E CONVEYANCE. 25. THE DEVELOPER SliA L DEDICATE TO THE CITY OF OCOEE AN ADDITIONAL 25.0 FEET OF RiGMff-OF-WAY ALONG SILVER SEAR ROAD AND COMIGUOUS TO THE NORTHERN TjmmoM OF THE PROPERTY. THIS RIGHT -OF WAY DEDICATION WELL BE BY DEED . TO BE RECORDED IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT' ANENT. THE OWNER OF THE ADJACENT LOT SHALL MAINTAIN THE RIGHT-OF-WAY MOOR TO DU LOPMENT. NO PERSON OR ENTITY SHILL BE ENTITLED TO ANY IMPACT FEE CREDITS OR OTM COM IeMTIOH�R ON ACCOUNT OF THE CONVEYANCE. __ . W OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 FAX: (727) 733-0224 9 0 LEGAL DESCRIPTION LEGAL DESCRIPTION: Ieiaatha28 East. Rfportonba(9thahRight of Woyuof Cloark Read described InOffleial RReeclords Book 4 31 Poppe1923Rofglhe Public Records of 0ronggo County, f9orido and less that part of Silver Star Road deeded In Deed Book 400. Page 252 and token in Minute Book 17. pace 502 of said Public Records, being more porticulady described as follows: Commence of the Southeast corner of the aforesaid parcel described in Offictoi Records Book 4331, Page 1923 for o Point of Beginning, said point also lying on the Easterly Rigght-of-Wapyy line of oforesaid Clark Rood; thence run elanQQ said Eostody Right -of -Way line the following courses North 00o10'51" East, 257,52 feet; South 89o49.09" East, 15.00 feet North o0el0'5t" East, 20.00 feet; North 89a4909" Weat, 15,00 feet; North OOe10'51" East, 644.00 feet; North 02a05'25" Eost, 180A0 toot; North OOo10'51" Eost, 145.6t feet; North 44054'59" Eost, 63.93 feet to a point lying on the South Right -of -Way Tine of Silver Stor Road• thence, deporting sold Easterly Right -of -Way line of Clorke Rood, run Narth 89e39 07" Eost, along acid South Right -of -Way line of Silver Star Rood, 1223,99 fast to the East line of the aforesaid Northwest quarter of the Southeast quarter; thence run South 00a04/8" West, along aoid East line of the Northwest quarter of the Southeost quarter, 1292.73 feet to the South line of sold Northwest quo rter of the Southeast quarter; thence run South 89040',5 Weat, along sold South line of the Northwest quarter of the Southeast quarter, 1277.44 feet to the Point of Beginning. The above described troot of land lies In Orange County. Florida and contains 37.794 acres, more or lees, CONTACT INFORMATION PROPERTY OWNER: FIRST UNION NATIONAL BANK AS TRUSTEE J. ANDREW HARVEY, W.P. P.O. BOX 1000 ORLANDO, FL. 32802 DEVELOPER: WILLIAM TOLOUMIS OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FL. 34698 ENGINEER: PBS&J 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FL 33607 FLOOD ZONE INFORMATION THE PROPOSED SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE C. REFER TO FIRM COMMUNITY PANEL NUMBER 120179-0175C, DATED JUNE 15, 1984, 16 TOWNSHIP 22S RANGE 28E OLYMPIA PUD, FINAL SUBDIVISION PLAN CITY OF OCOEE, FLORIDA W { I I HAasnu WAuaN '�.�' . r-;� GnosaEN r j HAWLTON ---�- BAY -qsUW NM. I / �-' } •ItBER,y `WAkUUA I J i Z'I ;_- L.I TAYLOR'��. ! : ' fXAY Y13a1NlQH AYETfE J x ✓ ALAAAM PUT"Ar' SEABOARD CpAST V E �L LEVY ' E I "ARON C EE ! t'� I -vausu r LAKE CnT`� -i-- "' ) !-•^t r SPRING PROJECT VICINITY - - JOHIO i ! roLN �• i SILVER STAR ROAD ! � j- � 438 LAKE r_ . TEE I HAROEE i a+os�l �� QQ FLORENCE aARAs Al oesoro I r j MARTIN LYMPI W __ SITE o„E! crAaEs `-' v LOCATION 1a �E ! ttv�RY i PA„©EAM ORLANDO AVENUE O WHITE ROAD to EEP ------- LAKE L._.� _ COUIER ! BROWARo Q MONRCE! wADE j 1 50 W. COLONIAL DRIVE LOCATION MAP N.T.S. sop, , ? �' VICINITY MAP NORTH LOCATION MAP (I SITE .DATA DEDICATED COMM., PONDS, - LOTS 1 6 A- TRACTS D LOT 7 LOT 8 1 2 O O ROW ROW & ACCESS TOTAL AREA 9.81 AC. 6.68 AC. 3.20 AC. 16.76 AC. 1.34 AC.. 17.83 AC. 37.79 AC BUILDING COVERAGE (MAX.) 30% 30% 30% 30% ----- 30% 30% IMPERVIOUS AREA (MAX.) 7.83 AC./80% 3.34 AC./50% 2.56 AC./80% 8.38 AC./50% ----- 12.48 AC/70% 22.10 AC. POND AREA ----- 5.17 AC. ----- TBD ----- ----- 5.17 AC. OPEN SPACE. 1.98 AC./20% 2.00 AC./30% 0.64 AC./20% 8.38 AC./50% ----- 3.98 AC. 12.99 AC. PUBLIC ROW SETBACK 50 FT. 50 FT. 50 FT. 50 `FT. ----- ----- ----- SIDE SETBACK 10 FT. 10 FT. 10 FT. 7.5 FT. ----- ----- ----- REAR SETBACK 20 FT. 20 FT. 20 FT. 25 FT. MAX. BUILDING HEIGHT 45 FT. 45 FT. 45 FT. 45 FT. NOTES: (1) LOT 8 IS BASED ON A LAND USE WITH A MININMUM. LOT WIDTH OF 75 FEET PER R-17AA ZONING. (2) SETBACK FIGURES SHOWN FOR LOT 8 ARE BASED ON A ALTERNATE DEVELOPMENT PROGRAM, WHICH IS CONSISTENT WITH THE OCOEE-R=1-AA SINGLE FAMILY RESIDENTIAL DISTRICT. CIVIL LEGEND EXIST. GRADE ELEVATION 0� A. EXIST. CONTOUR - NEW GRADE ELEVATION XX.XX NEW CONTOUR r fo'oo- EXIST, STORM SEWER ST ST NEW STORM SEWER ST ST EXIST. SANITARY SEWER SS NEW SANITARY SEWER ss EXISTING DOMESTIC WATER LINE W W NEW DOMESTIC WATER LINE W u NEW FIRE LINE FL NEW FORCEMAIN FM FM NEW REUSEMAIN R R EROSION CONTROL ERO---ERc- NEW INLET NEW MANHOLE i NEW CLEANOUT • NEW 1 1 /2" ASPHALT NEW 2" ASPHALT NEW CONCRETE NEW PAVEMENT WITH IN FDOT R/W SOIL TYPE 4 SOILS PROJECT INFORMATION 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. SHEET INDEX C-1 CIVIL SITE INFORMATION C-2 CIVIL GENERAL NOTES C-3 DEMOLITION/SURVEY PLAN C-4 OVERALL SITE PLAN C-5 NWC CIVIL SITE PLAN C-6 NEC CIVIL SITE PLAN C-7 SWC CIVIL SITE PLAN C-8 NWC GRADING AND DRAINAGE SITE PLAN C-9 NEC GRADING AND DRAINAGE SITE PLAN C-10 SEC GRADING AND DRAINAGE SITE PLAN C-11, OVERALL UTILITIES SITE PLAN C-12 OFF -SITE SILVER STAR ROAD IMPROVEMENTS C-12A MAINTENANCE OF TRAFFIC PLAN C=-13 STORM WATER DETAILS C-14 STORM WATER DETAILS C-15 WATER DETAILS C-16 SANITARY SEWER DETAILS C-17 PUMP STATION DETAILS C-18 MISCELLANEOUS DETAILS L-1° REQUIRED PUD LANDSCAPE & PLANT MATERIAL LIST L-2- LANDSCAPE PLAN (NIC) TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph, (813) 877-7275 POST, MnEY. SCHUH & JERNIGAN, INC. Aff PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING ' NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ NG ONLY ISSUED FOR I NOFOR T ORCOIDINSTRUCTION ' CONSTRUCTION JUL 2 3 3 5/5/99 MDC I PER CITY COMM NTS 2 3/24/99 MDC STRWMD COMM TS C1 1 3/23/99 MDC FDOT COMMENTS NO. DATE BY DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. CONST. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE CIVIL SITE INFORMATION DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF/SLV SCALE: N.T.S. BY: RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. FINAL SUBDIVISION PLAN NOTES 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS, OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 2. ALL LOTS WITH USES OTHER THAN PUBLIC USES WILL BE SUBJECT TO FINAL CONCURRENCY REVIEW. LOTS WITH PUBLIC USES WILL BE CONSIDERED IN ANY EVALUATION OF THE ADEQUACY OR AVAILABILITY OF PUBLIC FACILITIES, INFRASTRUCTURE, AND SERVICES NECESSARY TO SERVE THE LOTS WITH PRIVATE USES, 3. THE DEVELOPER INTENDS THAT ALL INTERNAL STREETS, WITH THE EXCEPTION OF THE EXTENSION OF LAKE JOHIO ROAD INTO THE PROJECT, WILL BE PRIVATE STREETS WHICH WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS' ASSOCIATION, WITH ACCESS GRANTED TO THE CITY OF OCOEE FOR EMERGENCY AND MAINTENANCE PERSONNEL. THIS EMERGENCY EASEMENT WILL BE NOTED ON ANY PLATS. THE APPROPRIATE ACCESS AND UTILITY EASEMENTS SHALL ALSO BE GRANTED TO THE CITY OVER ALL PRIVATE ROADWAYS THROUGH ANY PLATS. 4. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS, OPEN SPACE, RETENTION PONDS AND PRIVATE STREETS AND DRAINAGE, 5. ALL PROPERTY OWNERS' ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING OF THE PLAT. 6. CROSS ACCESS BETWEEN INDIVIDUAL LOTS FOR PEDESTRIAN AND VEHICULAR TRAFFIC WILL BE PROVIDED THROUGH THE PLAT AND CONSTRUCTED WITH THE INDIVIDUAL LOT SITE PLANS. 7. THE LIST STATION SITE (TRACT D) SHALL BE CONVEYED TO THE CITY OF OCOEE BY WARRANTY DEED IN A FORM AND SUBSTANCE ACCEPTABLE TO THE CITY FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES PRIOR TO.OR AT THE TIME OF PLATTING. THE LIFT STATION SHALL BE OWNED AND MAINTAINED BY THE CITY OF OCOEE. 8. ANY DAMAGE CAUSED TO CLARKE ROAD OR SILVER STAR ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE OLYMPIA PUD SUBDIVISION IMPROVEMENTS SHALL BE PROMPTLY REPAIRED TO CITY STANDARDS BY THE OWNER AT THE OWNER'S SOLE COST AND EXPENSE. 9. ALL SIDEWALKS LOCATED ADJACENT TO RETENTION POND TRACTS AND ROADWAYS WILL BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS. SIDEWALKS LOCATED ADJACENT TO LOTS WILL BE CONSTRUCTED WHEN EACH INDIVIDUAL LOT IS DEVELOPED. A 5' SIDEWALK ALONG THE SOUTHERN EDGE OF LOT 1, ANOTHER ALONG THE NORTHERN EDGE OF LOT 3 AND ANOTHER ALONG THE WESTERN EDGE OF LOT 5 WILL BE CONSTRUCTED WHEN EACH OF THOSE LOTS IS DEVELOPED RESPECTIVELY. 10. THE PEDESTRIAN ACCESS SIDEWALK TO THE LIBRARY (LOT 7) SHOWN RUNNING ALONG THE EASTERN EDGE OF RETENTION POND 1 WILL BE CONSTRUCTED BY THE OWNER OF LOT 7 WHEN THAT LOT IS DEVELOPED. 11. IT WILL BE THE RESPONSIBILITY OF THE OWNER OF LOT 8 TO MAKE THE CONNECTIONS TO THE EXISTING UTILITY STUB OUTS AT THE PROPERTY LINE THAT WILL COMPLETE THE WATER LINE LOOP. 12. THE CITY OF OCOEE WILL PROVIDE A REUSE WATER STUB OUT AT THE EASTERN EDGE OF THE CLARKE ROAD RIGHT-OF-WAY. THE OLYMPIA PUD DEVELOPER WILL BE REQUIRED TO INSTALL REUSE WATER LINE PIPING THROUGHOUT THE SUBDIVISION FOR IRRIGATION PURPOSES AND TO CONNECT TO THE REUSE STUB OUT WHEN IT IS AVAILABLE. 13. THE NEW PUBLIC ROAD WITHIN TRACT C (EXTENSION OF LAKE JOHIO ROAD) AND ALL THE UTILITY IMPROVEMENTS WITHIN THAT NEW PUBLIC RIGHT-OF-WAY WILL BE CONSTRUCTED BY THE DEVELOPER AT THE DEVELOPER'S SOLE COST AND EXPENSE IN CONJUNCTION WITH THE SUBDIVISION IMPROVEMENTS. 14. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 15. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS' ASSOCIATION. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS., THE DRAINAGE AND UTILITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 16. ALL ACCESS RIGHTS TO CLARKE ROAD FOR LOTS 1 - 4 AND ALL ACCESS RIGHTS TO SILVER STAR ROAD FOR LOTS 4 - 6 AND TRACT B SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE TIME OF PLATTING, 17, AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL BE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. 18. ALL LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, AND SIDEWALKS WHICH ARE TO BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THE SUBDIVISION. 19. BOTH RETENTION POND 1 AND RETENTION POND 2 SHALL BE DESIGNED TO BE UNFENCED RETENTION PONDS PER CITY STANDARDS. 20. ANY LANDSCAPING TO BE INSTALLED WITHIN THE LANDSCAPE MEDIAN IN THE EXTENSION OF LAKE JOHIO ROAD WILL BE MAINTAINED BY THE OLYMPIA PUD PROPERTY OWNERS' ASSOCIATION. 21. WHEN THE DEMOLITION WORK IS DONE FOR THE MEDIAN IN CLARKE ROAD, THE CONTRACTOR WILL COORDINATE WITH THE CITY PUBLIC WORKS DEPARTMENT TO SALVAGE AND RELOCATE THE EXISTING TREES WHICH ARE CURRENTLY LOCATED IN THAT MEDIAN. 22. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT, THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL B17 GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 23. THIS FINAL SUBDIVISION PLAN IS SUBJECT TO THE TERMS AND CONDITIONS OF THE FOLLOWING a) ANNEXATION AND DEVELOPMENT AGREEMENT DATED APRIL 6, 1999 AS RECORDED IN O.R. BOOK 5727, PAGE 3743, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ("DEVELOPMENT AGREEMENT") b) OLYMPIA PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN APPROVED BY THE OCOEE CITY COMMISSION ON APRIL 6, 1999. 24. THE DEVELOPER SHALL DEDICATE TO THE CITY OF OCOEE AN ADDITIONAL 22.0 FEET OF RIGHT-OF-WAY ALONG CLARKE ROAD AND CONTIGUOUS TO THE WESTERN BOUNDARY OF THE PROPERTY. THIS RIGHT-OF-WAY DEDICATION WILL BE BY DEED TO BE RECORDED IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT AGREEMENT. THE OWNER OF THE ADJACENT LOT SHALL MAINTAIN THE RIGHT -OF --WAY PRIOR TO DEVELOPMENT NO PERSON OR ENTITY SHALL BE ENTITLED TO ANY IMPACT FEE CREDITS OR OTHER COMPENSATION FOR OR ON ACCOUNT OF THE CONVEYANCE. 25. THE DEVELOPER SHALL DEDICATE TO THE CITY OF OCOEE AN ADDITIONAL 25.0 FEET OF RIGHT-OF-WAY ALONG SILVER STAR ROAD AND CONTIGUOUS TO THE NORTHERN BOUNDARY OF THE PROPERTY. THIS RIGHT-OF-WAY DEDICATION WILL BE BY DEED TO BE RECORDED IN ACCORDANCE WITH THE TERMS OF THE DEVELOPMENT AGREEMENT. THE OWNER OF THE ADJACENT LOT SHALL MAINTAIN THE RIGHT-OF-WAY PRIOR TO DEVELOPMENT. NO PERSON OR ENTITY SHALL BE ENTITLED TO ANY IMPACT FEE CREDITS OR OTHER COMPENSATION OF OR ON ACCOUNT OF THE CONVEYANCE. 0 J i J GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 10. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 12. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 13. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14 ALL DISTURBED AREAS, WHICH ARE NOT TO SPECIFIED ON THE PLANS TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 16. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A MYLAR SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF MYLAR AS-BUILTS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE THREE -MIL BLACK LINE MYLAR. 2. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL .CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. AS-BUILTS SHALL BE CERTIFIED BY A SURVEYOR LICENSED IN THE STATE OF FLORIDA, UTILITY NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CITY OF OCOEE UTILITIES DEPARTMENT ORDINANCES AND REGULATIONS. 2. WATER MAIN SHALL BE LAID TO PROVIDE 3.0 FEET OR MORE BELOW PROPOSED GRADE. 3. CONFLICTS BETWEEN WATER AND STORM, SANITARY SEWER AND UNDERDRAIN SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY UPON APPROVAL BY OWNER'S ENGINEER. 4. FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE NOZZLE FACING STREETS. 5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION(S). 6. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON -SITE AND SHALL BE RESPONSIBLE TO ADHERE TO. ALL PERMIT CONDITIONS DURING CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VALVE BOX COVERS, MANHOLE RIMS AND COVER, GRATES, ETC., NECESSARY TO MATCH FINAL GRADES, 8. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED FROM CENTER OF FITTINGS. 9. ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE AND SUBSURFACE COURSES ARE CONSTRUCTED. CLEARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR' TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS, ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. PAVING AND GRADING NOTES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY, PER OSHA REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT WILL BE PLACED AT THE EDGE OF ALL PAVEMENT. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. I: 7. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 8. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. 9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING: PAVEMENT. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING NPDES POLLUTION ,PREVENTION PLAN REQUIREMENTS. 11, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING STORM SEWER DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING STORM SEWER DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3, PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE RETENTION POND AS INDICATED ON PLANS AND CROSS SECTIONS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 7. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 8. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 9. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 10. ALL CONCRETE PIPE JOINTS WILL BE WRAPPED WITH 4' `FILTER FABRIC. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL REVIEWED BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REVIEWED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION SPECIFICATIONS. 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 FAX; (727)733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, BUCIO.EY. SCHUH & JEMIGAN, INC. f PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ I._NOT FORCON STRUCTION �O NSTRUCTION I CONSTRUCTION NO. I DATE I BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE CIVIL GENERAL NOTES DATE MARCH 99 1 STORE NO. I DRAWING NO. DRAWN AVF/SLV SCALE: N.T.S. -2 BY: RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. - W OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: 36-8622 FAX: (7212 )73- 30224 O REMOVE EXISTING GUTTER OD II � W LINE OF----\ I `� SILVER -ARK I NWSE i/4 OF , \ N UNE F1W 1/4 OF ( Q O SEcnGN 1s, 1 �"�`- \ A REPLAT TOWNSHIP 22 SECTION i J TOWNSHIP 22 SOUTH, 1 14 J RANGE 28 EAST i c, 4 I r , `' "• �4p P.B. 28, PG. 123 RANGE 28 EAST ,q \ T ELEV. = 134.43 a FL_--- p.__ _ eL �O°I ^�__� y2-___ `Ay- �y0--- T ROP '-`-66 b`__GL--_------------------'r.L------__--.__-_- i TN°RK -s- »- '--x- r---"�--_n,--_+---'--•-n--,rn---a---"—,�,--,..w—•-n--_w�---z---'---x-;--x----z- Q---'"---w SITE BEN MA MONU EN __-_-_•-_---- 'a: �..A l' 0 n-_---r'L-------__-_._ ELEV. 130._25 n s-----I- sn�-� - p' _ - _ - - --- -- - ■ 1J 3itJ! 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'V—. e� • �- 'S m0 �I ---------- CONCRETE MEOWI`0 C o°q 14p _ •q --- -ti -- ---- i a -- - '- 134s to ,T ebb`PAVEMENT _ 733 Ay1 Lf...- r-._.,.----r r.r.rr�r-rr---.ram._---••-----r.__.. - 2 --- -- -- - °° PCP .,,. 89/R/W PER D.B. 400--_PG` 252,_ _ ._._.- --- =-==-'='-'- - .-_- -- --...... -_.._'_ _ -- -- -------------- ---I-I't--- - I - , 39A4/' ` ^� 1 10 1/° 3&te _ 4341- e-.. .r_ - _ -=_ _- _. -.-._ . - r .r r -- -_ --- '4'H _- r - _ _ _ - - - _-- - -._ --- ._—y. t3 F- a _ _ _ b 4 HIA9 Lao '' ♦ 136.fp \'S6 .•-.- ,. 1 _..tee 1 3_--• q 731 -.SS _? -'� 1 { Os� 9 - -y `/--3736 ^J _ \ 4 _ 132 .- - � _ - �L _ q s - -ga- -_ .. y� r•�,r \'' b - o t3li:en - tea'.-_ -C �G.� , .- fl -ter - riiir�wrar_- ,-. _ - s---�-etL SS--- aF=-=-^,�--'-�._—. T 1 lax. D 1' 14Lz3 I U - .C/". - _ _ 132c"'A--�-: �T- HILa.a-131,c =-T �'- _ � _ _ - _ � h' '� �-. -.Hn -e3`.-err-.r.-.,.r-..---fir--ter...--------r--- 9 I I 51 i4z.3-\ /vE ll!•UL ..... m. s_- __ _..... __--=--�;".•-_ �-'fin-=�"'_- ss--"�`-�.s= -�=. -t3i --- - _-- -�` -- - m --a®. ..e1L� 142;3 4 •ss-� �55...- _ -" - _—._._.-e..=8w=----- --..�: \ - •-N 893 U7 E.--.--...-.-_.--. _�.\,�, ,p37•=• as..ry;z -2- - j 7�T�III■11■H■it■II■}1■II®it■it■II■II■It■tt■il/Its T 55 - - - -= -___- - o- = _-----^---.--....-.-- -. -�. -._._ -.-- 37z4�. _.,.. ;\ 1223.99 _C. \ �/-13029 ,y '\/-dro. 4•°a•c.u.�D �_ __-_g..-A/—._. /, 2- to-- / , --- -ou \�-e .�' `�''` =-/y- ----P -F-' , .....� �N(�,'. .6 . - �/ Sa' _ 9 b o w CR053WALK ,!° `P o `SET �-�:) -� d° - �'- \ / / '�' N INV: 130.34 134.17 .\ ✓ °a / /' / t36 e NOTE' \ 3 _ _ YY ,A ; • \ -G% 'O" \ r / 24' , 35 `•' \ e ^ -- v °' 5/s ■+■ �""' 3o+ti34 5 S tNV+ 130.39 \ q' ,3 1) SEE OFF -SITE IMPROVEMENT FOR ADDITIONAL CURB INLET ELEV. = 142H � L �.---ql f• Gi. 4215 I ,•,. \'. \ stop / faea 4oD.Icawm vNIJ.. ,3o.31'/ /� / 1= 0 REMOVE RCP °`° E'OCATE EXISTING N Y3i 141.1\, \ \ \ ' \ .°" / DEMOLITION DETAILS TELEPHONEGLTs/3• \ % W/M,E.S. SOUTH OF---,32-'\ P WER POLE tiy2;,,'Y jq i i / ` Q PANEL BOX , > • .f� IL8 4445 / •`\ '\ i / 21 SEE THE GRADING AND DRAINAGE PLANS FOR EROSION \ / INLET \ (C - NSULT WITH // /° %�I E LINE OF M8 1/4 OF I I 4. , r- /, ,^� \ ,^+\ \ \ •;S'�° '' \ / / ■ /eq •TOWNSHIP 22 CTION, 16,'CUTILVTY PROVIDED) / '/l 1 f 1 CONTROL TYPE AND LOCATIONS. i � ¢ , I s w , \ \ C ,�' \ % a /� / / / 1= / / RANCE 28 EAST � 16• REP KEY >2% vzgw J' / ,• j � j ! j j I / / III :�hf �ob ;e�� m p /'' ,.� J I i j / ! ! •\ �.`33-?.�' \ �q \ 1 )zoq j� � � /• /' I", / � � jl' // a ml b CURB INLET ELEV. = t40.091. •y 1Rf I h Z CURB INLET ELEV. >w4T 1 S INV.= 131.75 & CP �? V INV.. 34.3d 22; •PQ I tog,gHp 139.78 .`J 9 I I I \ Ap `-\ - / ' \ ,qp / / ,•/ ,H / /' / / �: / / / ./i / %' b� 140.9 191i.]61139`40 _-140 `w - - _ 9/ I t 1 \ -' "+i' .'• -• ,_..-_ _ � _ I"g' _ _,3 aJ ) I 1 \ NW 1/4 0�. SE 1/4 ' '\ o/ /./ /./ /1�=// �j / / / - /�� /p. - - - - ' TRACT ,.B,. II 4 II) RELOCATE EXI TTN� \ b of SECTION 'as, A� % /' /' b a ,' 1�� ) q \ .y' '`•\ \ +`, TO BE REMOVED ,3ry ' ' / ,'%■ ' /a (COMMERCIAL TRACT) oU3 I POWER P L \ �, ' //'�/ / TOWNSk1IP 22 SOUTH, TH 11 ,-13B_._ �CONSU PR IIDED I I I // \'\ RANGE 28 \EAaST \ \'\ ��\ /' / - wp / ,'// / 55 9o/'a.� / / / ■ // y I ,.. 73] 137.117 .iT.6B UTTLIjy ) I I I /• 4 ,\ flj, `.51 °•� 1 �`y�bp° p �`.. �° / Jbb I > ,' ,'�mq / \' \ � � \ \,A,/ �•/'' / % / �.\\ � /t'fl■11�'Itt��llt.Itf�i�H � J;/ 'aw Q — \\♦N � ao NY 'CON( � REMOVE 5' !CONCRETE SIDDJWALK ANDS-\ _ _ _ —'�. \`\. \ ,,3 '\..i .// �.\!' / /•' Ap,•' �./• ,� �'------=---- I3;'a I ,a 6URBING TC NEAREST EX NSION \, 3 / III l P f \ �' \•` \,\i_ ?my9 /./ / i \\♦/' /,/ /�///•/ , / �i\ ` �,Z;S'6\ a1� JOINT FOR pRIVEWAY� ENTR�NCE ,Aye 1 / ♦ / III > 1 \; � �=� I� � ,�- -� � \ I '� r3$ •�,` /' /' `\�O� / /./ /' /./ /' /- 1 ; 11 IL I i35.1 \ \ `134-......,_,. �'-1'� ,q;��•�. b\\• /' / / Sys: 1°"�"•\\� '�•�' API J T LIMIT CURB INLET EV. • 133,30 y /' / _` ,\ / // / / / / ' ////•�111p �II � ° 13 ] INV.. 91, ---------- NC�.._•'�' / i / / /• / 1 �� ,,\ /• /./ b9 TOP ELEV. = 133S0 133 l3 S9 I S [NV� 1269. \ % I' ` 137 _, •/' / / !' / / q% ^, fl P 1B' .P }� .,.•�� ♦', / / / / / (/ �1 �I r/ / .... 135 /• , / /. I ,L i CURB INLET ELEV, = 13�.131 ii / S I ;T/E C O V E R E D------- r-.\\� f-�.� / / / / , j/ // %, ddd�"7'• ''b ' I �a I REMOVE 5' CONCRETt. SIDEWALK AND J 34. �' 3 'z ,^1a319 ?Ag j CURBING TO NEA / - ' ---------- W I T H Y O V N G P i REST E�C.PANSION 1 N E r R E'E s ♦''_ li,;: �./ /•� / / `� aye ,`^ iloa JOINT .FOB DRIVEWAY ENTRAPICE / \\ a9 - �° / `,e L, =148 III,0bq ■^,^e b2'f'�, h 11 J,/'':A v , 1> , y-•---'-- .r1----/ �.'-_� it I•• 3J.4.11 661 - .. _ ----- r""= /' / .. \ 146 j LINE TABLE ¢ to I 13{ '0° 34,18 I /' _ 137 •-•" - r \ \•�\ '\ '-._. „� -- -'�i LINE BEARING DIST: � o III ' L3 ].]] I I / /'' / - -'- ' _! \ \ - 145 ^ 1 S 89'49 09" E 15.00 1, I a�, ---�. 143..�`-'�. rya /� r� S ap I I \ 4 132. ° CiJRe IIaET ELEv!•732.49it / - 'i.-- -••- _.-„-„__ ,.-_,-139 "-' a - _.-. _._.L.-_./' •\ '-- �. _'�.. [ q 2 N OV �V'S�1f 'E G0.0o' O 14, N I I n \ w I) N.INV.= 126.3a J / / .—._.—. _ - - - p . _..._.-._.''A' _ _ - 3 1 S NV.=,z6o3. j /' _ / / _./ / _■ as \ ` 3g 142 - 13 a� 10 N 89'49'09" W 15.00' 3.2 Y a II 350 lbq.�y _._ _ —R 'E40EXISTING -.-.- PIN ��.� �\ \ g i ' II `f'I �° ;/ / / /' _ _ WITHIN_.P ,OJI=GT-L TS III m - _ _ _ \ \°1 N I � ��✓� � � / ^ / va b /, / / � . _...... - - � • - •, _ �� .\ '\ /. _ . --�'-�737 -. \ ,� - 1 I LEGEND dE ABBREVIATIONS / --_..01 - 1 � . '-��., . _ r •�. 1 t' '•• 1 i I,^ ■� �»T �I•2II III I j °� /// // / // / // ip /�^/ �N�/ //// ' / :t \ `' \'\./. \\`�tl� \,aR.,e `1 ti I I I I oil Q = BENCHMARK BACKFLOW PREVENTER INLET ELEV. I31J9 1?134�----------- 3ea; - t■11 =INLET 4011x■ Illillitillill \ I 11 12 �-7 t I 4{, 1 DRAINAGE MANHOLE MITERED END SECTION 1 Qi I ` "`J___II\�\\r�S �`e,'I }L9�I19tII' I'jgI•rIv,m1h 1244,6ij /*y i/ / ,wa �-a5��.a 2. ■ ':•. /-e\ yI 1 \\ .A i ^•'e /.' i FIRE HYDRANT LEI TRAFFIC SIGNAL HEAD: 1.7"aTOP EEC/. 131.93 131.! --.- --_4 I 1 I a WIRE GUY `� = TRAFFC SIGNAL SPAN POLE I•I �Y\ wt lI I�nl \ \ \ -/' \ \ y�. ? N I i 1 ` �„ _- _ _ j - GAS VALVE OT = BURIED TELEPHONE PEDESTAL I I `�@ z : / I - I I' '\ '\ \ \ - `T4c ' \t_■ '\, \ •`P. / p 'T o } r'� °�Ap ��`` �III�miIiI �N ,�pq3 j(lI�I °°5`pJoa� aoz /{sa, T IIII 'm-,iI qI �Ij �I i. �I1��I \ \ \`�1? \ \ 3\ '\ \\ '� \ \\ \\ \ \\\. �4'\/9'2'w� �\_'`\ \\'\//`�./. _�- J��\�\ \_ •\ �\..,-.� ` a '/'/ '_i /,•.i J% / / //// // j� % '�1 o j.' ��' I I /f°i/"1 \ \ \./: ' /./' _'//^ , t`q3T63`TTeo� � a siIr'--------- 0O � IRON PIPE13 p ^i SITE hENCHMARK = CURB INLET T3m NAIL &xON 14` onc.\cELEV.i1 1,79 P.B. 30, PGS. 4 5SILVER BEND IRON ROD W000 FENCE NAIL dDISC -W- WOVEN WIRE FENCET-■■43 °y 39 POWER POLE -X- - CHAIN LINK FENCE 142 r _ `'�.� . - .i /•�' / / / \-\ / /./' /' /.�tao / ( j !1 14 ® a PUMP -OU- =OVERHEAD UTILITIES ,131.90 %iLz . -.- _141 - - TRAFFIC SIGN -PVC- POLYVINYL CHLORIDE 141- _ 140 CURB lI T EL V. = 13DP3 �. \ \ ■ ' '' ` _ ` q -. �'Q IN 12364 \, \ _ _ �y??- /' r �-� ' / / a2 /'b 1 --------- ELECTRIC SERVICE METER -DIP- =DUCTILE IRON PIPE 123.94 \ 7 - ..�� '_-� - �+ri ' ` - = / /. , ,q INV.= 123.97 `r '-� _ `� INV. �3s3 WELL GL I . ¢• I ( ? r SET G/B' S 4245\ • \ \ - 138 _ - - I¢6 t 71) \ — - ! FE�TI�RE -f20A-6WAY L-fM11S_._._ _ - �Aq' ,A}A I�`aAj �a� 0 = GASLINE INV. CORNERS \'\ ._._ 1 •-. _. ---• '-- .+` ,d• PER OESCM!P.71I -\ �\ _ _ : \ -1.- 1 CURB INLET ELEV. =130P2- °I1313 131T \• \, \�7J' \•�. -136 ..-_ -..-.. •- ,..•-. 1 / j 'f 1 15 i.l ,. WATER METER CONC. � CONCRETE = VALVE ROAD STRIPING 'fib y \ �._•. ■ _._ I Am1 1 31 I 9' \ \ _ _ - - q i i 1Q•RCPy ' FLAT GRATE INLET \, _ _. --.`•J •`b . I ^`ti ' 1 IP" q v�ixyv'.`.i.� 13g ..�. �'-..-.._•_'-"-" �'_ ■ _._ .�.-._._.-......_..-.._._._..._,_-------- / BURIED TELEPHONE LINE P.O.B. = POINT OF BEGINNING I�� 'a7go1731a�1 �e� 1w yP131.40 �` ' °f f - , y', �.--_�-.---134 1130.9E I �Y3yA'\ I 30.67 II I I I■II■II■11■II■I!I!I It�tlIt■Ii�ll■il-.-._._._._ -- _ 1' - I bq . BFO- a BURIEDFBER OPTICS CABLE P.O.C. POINT OF COMMENCEMENT IlaLL■16 34 -RCP- . REINFORCED CONCRETE PIPE FND. a FOUND _ _ _._� eoxiae °)3 -.` _ - �./ j.� t32- �' �� \ \ \\ °p ?*z� / I p 1 l / - SS - - SANITARY SERVICE BEL BURIED ELECTRIC LINE ISMS]� / / - \ �n =MANHOLE 131 129.801-/�. \ 130;7] 1 L06 7 'a I'3? '6'� " ` --, _, ,+. i f �. `ry �m _ , ,\ W FENCE CROSSES (� TIG ,,1=ASME/,.T .IQ-•BE'--�'--'-•_._\'\ 3,.\ '\ '\\ •�' i , RtIY UNE t85.44' _ 130 -_„ . - -_ - ' \ \ '\ •\ I •` \ / II tialx or BE CORNER FPC FLORIDA POWER CORPORATION \ \ I . 17 O.R. = OFFICIAL RECORDS 1 I � I � , _ ''TERM l�TED / `.\ .\ 3? ` \ •\ ` \ '1 I PEatt UNE 12 L62' PG. = PAGE DROSSES '\ I iJORTH OF BE CORNER CURB INLET ELEV, + 129.47 B INLET ELEV. • t29S0 CUR -- ' EXISTING WELL 122.41 '' -•_ , \ \ Jt (� N INV.- 1 S'[ V_72364 ,��- -/�'-'/ i �0 -729^-�./' ` \ '\ ?' \ \ ?^.p \ \ Aqy \ i .°y .°� 1'--__--_�'' qy� 0.7; `.D -.--. .-SC.S��CS�6�1r� y� 0,w�,.,1 �Jj1�,- �pl ,y � a,3Ds8 ,.� ■,.}--.-....- -- \�-_.-_-,�.t7- � x� yq� 128 1 ,z � � \ \ •\ '� IN I ,36ao 1 a 1} ,�° o y ° 0q1 wn1' C.i�w°' a' y 1 to as i I ' -- ou-- ,° -- p / / , 1Y �1 cT g-� 28- 'S o^ \ y\ \ \ \ I j i / /`N' / 4 I P \ r- APPRVRn 4TE wA ER \ ,yq' \ \ 1 ' I i , 18 r----Ii B , (^ i �+ _ j '\ �_OG599 1 \ I i k, v 1/ u b SE CORNER OF THE NWt/4, la �2 '0 1221 I \' I / 1 1 / . I I op l30 �/ 1/ p 1 j J / v :1 , SEt 4 SECTION 16, 2• PVC ` TOWNSHIP 22 SOUTH, RANGE 28 EAST t TOP ELEV.. 130.60- IZ o 30:t I 1 .°8 .�• A 2_1_ 'm't = - p 1°---_---_ -_-- / - _-- J t30.0�yq 12 3 I8420%8• q7 ' 31' .- _ .=T76_ _._ y __ -f-----"— !j ' ,pti _,,.,,, PENC _ y 9 / / FENC Rp, R NO 10. 24 W-�'Ip_ ( 12%%.4.r1' 1 / p 9 H. i / _..__' I m 0.13' E.. 0.68' S. / _ - _ �_w�-�-=t7mifflv �'— n n — A �(r �'J 8740' r W �21 I A°' I , •�: t ' / , CIFAR o / Ft10. {'K4° c.0 x. i `~'q', I 4'9 ' ' 1� 'F It �\y`e)1—�. I 1 / ' a5 ^ FO.OZHD. E,. P NO IN. D •S I III `�'' _ 130-... P /' THIS PUMP IS DMI1111O THE ?'° ` S NE 0 NW, t/4 {�F 1 / / ° tee' yq 4b rND. /• IP NO ID. z, AREA TO THE NORTH ?°1 _ n 1 SE 1 4 F 5 TIONI 16. j / ' /� Fla0.01" E. P NO S. IQ `1 / / 2 •�'' TO�NSHI 22 0 �`_ _-.---""' nA. 4' IP N0 7H.. F� , N - o.sr w., 0.60N. SURVEYOR'S CERTIFICATION: �) I 30I POINT OF BEGINNING 99 ° 1> zq. I -12a ?� i 11 RACE 28T 1 f / % i �a� / // �./ i \a5 /i ID I a `��,`e� gill a /o S.E. CORNER OF PARCEL, ,y1�7 ?y y19 °, / 1 ( /' p6 _ _ thereby certify in favor of First Union Notional Bank; Oiympio Development Group, Inc.; Wolgreen Co; Martin dr Martin, PA; I I FmghgyA4ny44? �`w 4°� (DESCRIBED IN O.R. 4331, ,2Qz' ap -' �y0° PG. 1923 / Attorneys Title Insurance Fund. Inc. and Hoiland &Knight. L.L.P, that this survey was made on the ground and is a correct j :�' bpmT29 <�Je •� ,. / /•' /' �./' I ( i 1 1 I J 1a-`-"•` representation of the subject property as of the 6th day of February, 7998; meets or exceeds the minimum technical 12471 z1�3 130 i /• / / \30 / s� / / \ standards set forth b the Florida Board of Profeasionoi Sury ors and Mo ers ursuont to Section 6IG17-6.001, Florida I a\a9 -- \ • \ ' Administrative Code; Shows the locution and recording reference of all easarnentspond any other matters of record affecting / I ! I i ! I j I I the subject property which have been prov ded to the undersigned per the legal description in such easements and other • W RCP INLET ELEV. = 129.2a ? i j /•-- h10�./•' PLATTED l Tg1�' �. i I j ` Tso ` ;•\vq, mottars; shows the lines of all streets abutting the land and the widths thereof; shows the location of the entry points to the f I NINV.+,24.77 i / / i 1 1 ° I h subject properly of all utilities which serve the sub eat property;, shows all applicable building setback lines established b , / % / / � _ � t3a �' ,. � I °J J �, /%/' i, /' ( applicable zoning and/or other govemmentoi ordinances, statutes, or requlotions; and shows any other matters on the ground / / / /' _ _ t35 ' J ,' �. /�,• /' which may adversely affect title to the subje t propertythat there I are no encroachments Dither way across the boundary lines of the subject property, except as shown: that no adjoining private property visibly serves the subject property for drainage, storm water retention or detention purposes, except as shown; that adequate ingress end egress to the subject property Is provided by Clarke Rood and Silver Star Road, the some being paved, dedicated public rights of way maintained by Orange County, Florida; that the subject property does not serve any adjoining property for drainage, Ingress or egress or any other purpose, except as shown; and that based on the National Flood Insurance Program Flood Insurance Rate Mop Community No. 120179. Panel Number 0175 C. Orange County, Florida, dated 06-15-19843he subject property is within a special flood hazard Zone "C"(area of minimal flooding). / I SCALE: 1 " = 100' I 1 50 100 TOULOUMIS, 'TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1050 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph, (813) 877-7275 POST, B0W. SCHUH & JER1110M, INC. Aff PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT STRUCTION WORK,UNLESS NOTED OTHERWiSE,BY: F ALGREENS' CONTRACTOR NDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY , ❑ OTHERS........ ❑ NG ONLY ISSUED FOR O IDINSTRUCTION I NOTORCOCONSTRUCTION NO. I DATE I BY I DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI— CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE, FLORIDA DRAWING TITLE DEMOLITION/SURVEY PLAN DATE MARCH 99' 1 STORE NO. I DRAWING NO. DRAWN AVF SLV SCALE: 1"=100, BY: RELEASED TO C-3 REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. . - vLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 iEL FAX, (NE:m) 2733-0224622 ZONING = C-2 SILVER STAR ROAD O 46 = I 0 D-1 I W LINE OF----� Lil MN 1/4 OF SE 1/4 OF • , SILVER-ARY. LIMITS OF CONSTRUCTION SECT[ UN 16, , \ FOR INITIAL PHASE N LINE OF NW 1/4 OF I O TOWNSHIP 22 SOUTH, A REPLAT BY OLYMPIA DEVELOPMENT SE 1/4 OF SECTION 16, Q RANGE 28 EAST TOWNSHIP 22 SOUTH, I ( P.B. 28, PG. 128 GROUP, INC. RANGE 28 EAST I I 7 I �I-- TRAFFIC UC�(jfS-- --------— — — — — — — — — — -------------------------- , I I t I I I \ , I IyyJ777'Millim 1 11■I 1 ■II■Tt■yl■II■ 1 II■ii tl It_■i it 1 ■I1■1 dl■It■ I I ASPHALT , + \}— t--- �ED,}4AR 43 1APM i \ �� \ —� \ �I I PAVEMENT I N0, -----� — \\ 5I I lo� '1- -- --- L--- - r---coRc.umuH -- - - - -- 4 _ =1--- +��-� ---I --_- - �-- - -.- -- - - - --�--- �'T IQH'f�_ .1, EIS I I 1 n ��I■11 - --- -- 47 u SITE KEY NC ARK ia.—..---a--x---a--x---�---r--.-�---r---z--..--.-.--z---.-.--..---w--�.--..->F.__x_-_.----•�-_._.-__z_--x_--�_—r---�_--•- I T 130.925 _ ■I I■il■ ti■il 1 It■11■I it■II ■II�1 tl■11■ ■11 I I %% ,. ou_ -� - - 0°- -- - - r "--- - - - J`-'\- --- --r'� -- 'c--y -. - --�---, <fr=fin t■tTtti lilt v■II■If D■II■1 it■11■ 11011 ■il■11 F _ i I TRAFFic uGrtrs -- - -- -- _ - -- - �- = -- - -- - =- - =-, e At -- --_— -- CROSSWAUC — — - -n,P �, -T �i _ = - - --.� _ _�---_ __ - _ - - -- - \-\/--- PROPOSED ROW TELEPHONE) \ I i I I 17\1.1� �� / / �--- I) PANEL eoz l I , \ ' / ' i T /\ c - - _ r.- - - . "-- \ I A = 1. AC.i i \ \ -- A \ - - - - \/ \ i i l E LINEOF NIN 1/4 ' �� I 0 M I A / LO / — I i TOWNSHIP EA SOUTH, SE 1/4 OF SECTION 16, , \ i �\ / \\ `� / ( RANGE 28 FAST 1 5 � � ` I 1 I \ II _ A �' I AR - 1'1\7 AC. \ ;�, / RE�,INTI PO # ' EXISTING Z_ON.ING = C-2 E A 0 i I / 0 fYkL//LqT Lo r� \ I `o / N / j \ / STORMWATER PONDS / 6 0 ' SHALL BE CONSTRUCTED IN i i \ \0 \ \� /A 3 \ /\ �\ INITIAL CONSTRUCTION PHASE „B - / TRACT ,. / � \ •� J) (COMMERCIAL TRACT) Ix LL------------------ ---— — — — — — — — — — — — _— -+ JI ■ i \ _ _ 8 �' Ntl■II■11■11■11■11■11■I II■11�11■1 p I i /I ' \ X`\.�\ / Ir7' AREA = 3.2 AC. LIBRARY S 1 TE;,,#�, 4V-�SS—ACCE-SS EASEMENT y 1 + I ✓ I ` / \ �? LOT 7 • � I ; BE PROVIDED WHEN LOT 7 ■ I 1 , R ;1 • i4�.�\ I \\ \/ \ \ 0 .``�\ I o \ IS DEVELOPED J I I Lo I i so / \\ / / `\I/ ` �� l V I i ■ - I \ / \ - \ \\ , ; `�owo WORK ON "LIBRARY srrE' NOT I \ O �` \ �.' _ \ o INCLUDED WITHIN LIMITS OF' ; I , • 1 I \ / I �� CONSTRUCTION SHALL BE 8 E T ON N 2 ��`• CONDUCTED THE LIB TI ; ZONING— C - 2 t .,, AND/OR THEIR RARY AGENTS -� \ = 9 AC` 60' .\`o� - 540.01' - / ` cy 05 1 \ - ■ i a \ 5 a x x I11n I \ BAR 'X1 X ------------ 46Lo � � ( ` I � � • _ \ • \` ■ SHALL CONSTRUCTED IN ( I i\ 2 T , _ SOIL CLASSIFICATION ( t 1 ■ + \I / O/ \ + • �� A �/ �t\ ��u INlral CONSTRUCTION PHASE DELINEATION LINES \ I I iC 'ION i ■11du■ ■u�`■til■ll 11i11u■I'�iY------------ \ / _ D N i �/ / +�""PROJECT LIMITS 25' LANDSCAPE SANITARY PUMP STATION INFRASTRUCTURE SHALL I 12 BUFFER 3 = \ _ _ , _ �\ - BE COMPLETED IN INITIAL CONSTRUCTION i PHASE • � WORK ON "SCHOOL SITE" NOT ; 1 4 INCLUDED WITHIN LIMITS OF i CONSTRUCTION, SHALL BE CONDUCTED BY THE SCHOOL I 13 BOARD AND/OR THEIR AGENTS 50' BUILDING I SILVER BEND % \ ■ P.B. 30, PGS. 4 & 5 /ARER 1.�9 �/�C. / AREA = 16.76 TOTAL ACRES SETBACK �� SCHOOL SITE I 14 > ,X\ LOT g IV, RCP NOTES: 1.) THE ACCESS ROAD SOUTH OF LOT 1 SHALL BE CONSTRUCTED AS A PART OF THE DEVELOPMENT OF LOT 1 OR LOT 8, WHICH EVER OCCURS FIRST. 2.) STORM WATER INFRASTRUCTURE SHOWN IS TO SERVE LOTS 1-7 AND TRACTS A—D. LOT 8 WILL PROVIDE STORM WATER RETENTION AND CONVEYANCE AS,PART OF THE LOT 8 DEVELOPMENT. 3.) ALL EXTERNAL SIDEWALKS IN LOT 4 AND TRACT B WILL BE CONSTRUCTED WITH THE INITIAL PHASE. 4.) ALL INTERNAL SIDEWALKS ON LOT 4, TRACT A, B, C AND "D WILL BE CONSTRUCTED WITH THE INITIAL PHASE. 5.) ALL SIDEWALKS REQUIRED BY THE CITY OF OCOEE SHALL BE CONSTRUCTED AS SHOWN AS APART OF EACH LOT DEVELOPMENT (WHICH WAS NOT IDENTIFIED IN NOTE 3 OR 4). i a --a--------- EXISTING ZONING - R-1-AA I \ % ROAD, SIDEWALK AND i _ OTHER MISC. SURFACE WORK I ILo I I I< SHALL BE COMPLETED AS \ �\ \• m THE ADDITIONAL COMMERCIAL 15 \ \ LOTS ARE DEVELOPED. 1 Ill ' I I � ` 1■n■u 1� I u t t ■ I so a °N i ROSS ACCESS AND UTILITY EASEMENT i 16 I ( I 22' — — — — — — — - — — -- SERVICE ROAD SHALLBE ED LOT 14 f - - — - - — - - — - - — I OR LOT 8, WHICH EVER OCCURS FIRST. I WORT FOF S arossEN I `PROPEWY LINE 16S.44• ' I NORTH OF SE WtOlEft 17 ' < :I EXISTING EASEMENT NOM OPEFCEECO E / �TO BE TERMINATED PERM LINE ,]i.6Y 0 w 1 .� _ .— —�— — •—--FPC'°ISIRIBU1fdN"FiLSEARFT'— — 'j I I — — — — — — i _ __ p z z----I- �--------------------------------------------------------------------I ,$ -- — SE CORNER OF THE NWI/4. I.--__—______— __— __—__— -- SEi/4, SECTION 16, __— i I 1255.43 TOWNSHIP 22 SOUTH, RANGE 28 EAST I c3 I II I Q /o. II i S 89.4 55 w 77.45 \ 1�-Fw. a N° lu. G 0.0., E.. O c. N. tl 0.02' E. °.6w N. I I i iH15 PUMP IS ORNNIIIO T E ENO.4 z4 C.M. TO THE NORM S LINE OF NW 1, 4 OF n Frm. 1- IP No l0. POINT OF BEGINNItJG TO NSH of SE OUT t6, T ont P NO ID S.E. CORNER IN PARCEL TOWNSHIP 22 SOUTH. 0.41 4"' IP NO IN. RANGE 28 EAST o.41• w, oso• N. + I DESCRIBED IN O.R. 4331, EXISTING Z G - R-1-A PG. 1923 I , 46 ( ® � 4 NOT PLATTED ' I I I J CONCRETE SIDEWALK TYPE 'F' CURB TYPE V —� 6" CURB MEDIAN PLANTING ISLAND CONCRETE TYPE 'D' SIDEWALK 6 CURB TYPE IF' CURB 5' 3' 16' 0.5' 0.5' 16• 11' 60' TRACT C PUBLIC ROW A SECTION "X-l"All (ROADWAY TO BE CONSTRUCTED TO CITY STANDARDS) N.T.S. SC'S - SOIL SURVEY TABLE SOIL NUMBER SOIL IDENTIFICATION SOIL TYPE 4 CANDLER A 5 CANDLER A 34 POMELLO C 46 TAVARES A 47 TAVARES A NOTES: SOIL INFORMATION IS FROM THE SCS SOIL SURVEY FOR ORANGE COUNTY. SCALE: 1 " = 100' TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, UUCW, SCHUH & JERNIOAN, INC, AW PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ FOR BIDDING ONLY ISSUED FOR NOT FOR CONSTRUCTION CONSTRUCTION NO. I DATE I BY I DESCRIPTION 3' 5' REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI— CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. CONST. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE, FLORIDA DRAWING TITLE OVERALL SITE PLAN DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF SLV SCALE: 1 "=100, BY: RELEASED TO C-4 REVIEWED BMB CONSTRUCTION BY: of 19 DWGS. a N J_ U r d' C C O: C a n c C c c c r c r c r n n G L u c d c c c u c a IV LW vii 0 0 �'' i z 0 m i z w W J W w 0 U Q a J i J i 0 rn cD O 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO USE TYPE "5" INLETS WITH PRECAST TOPS WILL BE ALLOWED FOR ALL CURB INLETS. 3. CONTRACTOR TO WRAP ALL CONCRETE PIPE JOINTS WITHIN 4' OF FILTER FABRIC. 5' MIN. SEE PLANS FOR ELEVATIONS 0 SECT O N C- C TEMP SWALE SEE SHEET C-15 FOR SILVER STAR ROAD N.T.S. IMPROVEMENTS 0 W LINE OF - - ( I � NW '1/4 OF SE 1/4 OF I GL-_-y j SILVER —ARK W Q I TE K E Y SECTION 1 6, I---- - N LINE OF NW 1 /4 OF TOWNSHIP 22 SOUTH, A REPEAT SE 1/4 OF SECTION 16, I Q 0 RANGE 28 EAST \\ 2� \ 141 1� P.B. 28, PG. 1 28 TOWNSHIP 22 SOUTH, —I n RANGE 28 EAST I I 1 PLACE HAYBALE AT PROPOSED 12 \ . �� 0 �^ 3g �3 C-14 M.E.S. & EXISTING MES UNTIL POND \\ < z� (` \� �• ,� �13 _ �� TOP ELEV, = 134,43 .3 b� AND SWALE ARE CONNECTED TO \--------------- ---------------- --- 8------------=-------------------- --'--------------_-------- ��-GL-� ti3 �, -I-- G j ..--- s3- GL------ ��---GL-------- --- - - ---V Ik`� FDOT STORM SEWER r .i., ____ _ __ ----- ~ --- 3 -- ----- 1 '�r1 ---I---------------=---------��o --- ��.--'r�------------- /� RCP _11---__ ' \ 6 �T--- ��0 �/ �� . ��; �� . �� NONNI_CT T00 5 STING INLETS 1�1y�F� ��D� �4,R- T -- ------------------------ BTL=I--------------- -hBTL 1 C___------------------- --- --- - --- ____________= BTL==BFO=__ ------ �1 Dp / I. BFO-----------' --BFO -------------- o -- o o ___-- 3 - -�, - - \ �. I pip -�f ��oZ moo,• 73 34r ��7�, INSTAt_L MA OLE TOP AND COVER -- BTL`_BFO _- ti------- 33 �? _ -BTL= _ - ASPHALT Q� I 1h J 13g 1 �� . ^ o� 36 PLACE' HAYBALE A E,% TING CL 7,� -BFO __=_____________---- c p S ^ ,�� M.E.S. UNTIL STORM C NECT N 1� PAVEMENT \ o \ 7�1 �'. I �� 1�2% �p J� 2y ph�� 710 ^�� 1 CONC. MEDIAN — N 1� _ ----11h`� -- __ �2. 0 r51 CONCRETE MEDIAN - D' - _ y��' -- y -- - -- -- -- -- -- -- -- -- -- -- -- -- - 2 - -�- , - I- �� - Ic' , , 134.58 - . - �— '3� •138.05 �R 18 , ?. 3 �T- _i Gi I I M.E.S. 1 1� 137,E M.E.S. 1� " " 134,2� RC �, 10 _ 136,28 _ 103 L.F. - 18 RCP 3 q� '�z��J 141.49 140.66 S� �� p v�9 139,04/ INV. = 136.5 �. INV. = 136.1 6�, 28 L.F. 23 x14 ERCP c ti .�3 _ _ ti 1 0 0 �� 137. 6 �J 136,00 1� _ - ---_-_ - "� -= ---- _-_-_--_ I 142.30 lD?' �'> IszP 141,23 �40 ^Np' _�-- _ - - 13 80 - - - - -=b�-�-� _ _ _ _ _ _ - _ - _ _- - /_ �''-n,1� - - - - -'I-31 = __ ,Jx - - b 1 I 142,2� / I �� - _ - - - - _ - 2 _ - - -- - - - ----- - -- ------------ -=-'3 -- =----BTL------- ------ s - 3---------- tat �� tx 142.31 \� d4 !� !� _ _ - - - -- _ - _ -_ - - - --- tx o - -__ - _- . BTL-=------ - --------------- ---- --- =)�------- __TL- - .. - ..i� 1 �� 14 2, 21 Ij t+o_s-_ _ _ - �_ �_ -- 0 P-0 - _ RiM �L i 4 5: - - -- -= `"�� - - - . _ _ = RFn — _ _ - - - - _ - - - _ - - - -U _ � >� = - - - - .. - . , - .. ,� - .. - .. _ .. - .. _ -- �'.� - \ 2 1b ! z�c' s — _ _�-- `�_ — � IN t399- - ----- — - — { -- --'-- -- 2- -- —'� -- --—=-73-2-RCP 18"fZT✓P-- — __ M�E.101Z --.-- -- -- — 1 — I y ik O n, �,,� II -ERG- —E — `� In's L.F. - ��`'�c14 ERCP ti'3 � � sJ+,a IIIII INV.=129.94 � ��.. � �.� � �. CURB INLET ELEV, = 142.80-/tip 1;�• �x`��v I / 19 1 ' ? °' �� I I IIII _ - IIIII �� T . E,LE V, 13 5 `' / _ '�' / y _ _ — 1 •a / TREE TRIMMING/R 4 VAL EASEMENT =�30'� 13s \ __�^ ' — — — — ' — ' 131 130 txs �_� _ _ . L �� _ �2. _ - - - - - �- . - -� - - . - - . - Q.R-B0GK-36az �- - E� IDL1l.... 3A 4L_. _ _S�ii`I1T ' 0; t3s.o \ \ _ _ _ _ —�\ 3' 'J�� mG� ,�.,0�y - - _}. - \ " INV• = 130,�1 .� - �_ ,J3 tax_ .-_ I 142.49 1,E , ��y6,� k Flo IDA POWER CORP. EASEMENT 1 55 L.F. - 18 RCP SWALE CENTERLINE INLET CI- . i — p� ,34 \ I I PERRO.R. ROOK 3859, PG. 0834 \ \ .ynJ TELEPHONE �h of �v, 141,9- I1 Uri 1 I \ ` ` I I I SEE SHEET C-12 1 RIM EL. 135.0 PANEL BOX I 2' �2' °� 1 v0/ ` INLET V-16 INV. = 130.96 E 99 L\24 RCP �, J tie 1 SW LE CENTERLIN \ iJ9.6 ' Ts G.E. INV.=134.5O 132 sr ,. 3°' RIM EL. 139.6 12 SEE SHEET C-12 I 1 m J 2',�� / _ _ _ HA-1 _ _ \ \ INV. = 135,69 W I SEE SHT C-14 DTL 2 ( I w --,Y . , --{-m �2, 142 0 I 1 INV. 135:69 �V I _ i °> 141. y I / ti��' �'1 \ o c� SEE SHT C-13 DTL 4 i '�- -'�- • - . i 1 i I " ,'3 ' ( ( INLET CI-5 Y w w w _ -s c— b �� r 2r v' w 'c- wr - w v ' y. h. Y ' I I i to1 , I / } } RIM EL. 135.0 / ��` v — v ' W v` �� I 1 I 0� M R CI AL L0 = ) _ _.._.._.._.._ 4 ,gyp U1 'v �� \ 1 .95 ,�,a Joos ( INV. 130.70 W ^. 1 / FILL T�140.0 �2. INV. = 130.20 (SE) I / �� ?� .:fit-_''` : _ ; • _ :: :: __ :: __ ?' / I I I _ _ _ / G.E. INV.-134.5 � �' • � . , � ' --' _ i p� 1 �1 0 / I I / I "\ _ ( 1 SEE SHT C-14 DTL 2 = _ : ; / 200 L.F. 18" RCP I 1Js.4s 135.4 Iy �W :S. ; Y INV. 124.0 I I 4 I TB=2 / INLET V-8 c 133 : ,Js,,S I ,3as I i _ _ .. r I I ' 1 � �0 0 / I I I ., �^ TB-1 / 50' CROSS ACgSS ;� i SLOPE TO RIM EL. 137.8 y (� ; w ` I I \ P-2 v. = 4 . I k •9 I �/ i �� I / I i \& UTILITY EASufENT 1 INLET 1% MIN. INV. _ 131.64 s I 3 I�� I I I I (I CURB INLET ELE 1 0 0 I J I �N HA O M M R C I A �A�3 I I SLOPE TO HT 1 T 4 I C-14 y 30 I I \ 3h 1 ti� I CURB INLET ELE = 1.3_.85 ��' \ INLET 1% MIN. C 0 M M E f �- 0 T: I ,� yI I I I I / I \ �o I FO Ir i1 I S INV,= 131.75 I I tv ,o � � I 14o.xs ,4a, ,4a I I I ' 1 1 18" RCP F- I W INV.= 134.84 / TB f O I \ I i 0,41:`� , / �� 139,80 i 9,78 � ' I I ( \ ( i 6 INLET E-11 I �� : I i l' N I \ i 0 `�' __ `�� 1 RIM EL. 138.0 i I0.49 , 140,76 k39.44 14 1�' I } I I `--- co 1 140Z35 140.1 ` _ p� ' _ INV. = 132:61 (S) I IL ('°: s I (I : + i + i /I . 1 I-.-.-.-.-.-�� I� SEE SHTC-13DTL2 v; :Y) . ' ° I } I I INLET Eh-15 i I ' I �' w� ( ,�' 1 p2, ,�� , -� '� ET I M.E.S. 7 I I fin. 11 ti3 I �� , RIM EL. 139 ( 3 I w �� I i -a 139 TB- . } \ I INV. = 134.5 N) 40' CROSS ACCESS \ I V` INV. = 124.0 : _ :: = : : TB-4 1 g „�� UTILITY EASEMENT IIw ._. �- + — I I `�� i ,3�.7s , .7s INV. = 135. NW \ t W l I Y % 9I �� :.`- " = : �"� ' :. _ .. _ :: _ 1 = I / �� ' SEE SHT C �13 DTL 2 LET V-12 w = _ : _' : _: 1 40 CR S ACCESS HA-4 _ 1 1 RIM1 EL: 18.53 \ do sa `w� \`�/ ' - g� I I �� '' 1 & UTILI EASEMENT ^. , _ . • _.... _ .. — ,�<b' I 3� +b n,\ / I 2 140,x 14035 3q — — — — — — . L — . — I ,�.� t3A70 INV. 132.51 `�N J7.a S w �\� gj - - - - -- - - r4ocs I �" - __ - INV. = 132.51 lS)' tJ75 137,a 37.5 \,\ w• •Y \ _tC v-- v' Y :Y =y; cs� 1� d _ SEESHT C-13 DTL 4 �.► •w Y\ .vim ..,, ......vim • u• w �,. • v = ,y ;v =..... I I "- 1402 140.5 I 139.9 t39.6 • _ \ /� . \ I $ ' 39' 07�� iT I I I 312. ' - t�.s = I w a v w • �• . % v y< . . . vc— •y s� I `\ _( mom.• w" i 37,08 \ s s �� ' - -;----a•6. LF. 24" RCP \ I 137.71 137.87 36,68 140.x ,4o,,s ,4o.3s / 14o.as 140.05 95 L.F. 30 RCP --�.r. _ ys � � w w -I 1 7,28 137,42 I - - - - \ t3a3 5� 136b 13a•3 I'86rtF�-�24' ,� — — I II 1 �� I 1 -� ,,, /' 2 L.F.— 18 0`' ' \\ w7.os 62 L.F. 4" RCP I 1�6.3 I 1 I � � INLE '�� 18 ,3 ' ' '"- RIM -�i. 137,85 2 S - - - - - - - - - - - - - \\ INV. I 1333 7, (W) 13~ � � I ! 1 � RIM EL. 140.0 - - _ _ _ �� - �, G.E. INV.=137,6 �7 IX7x of 1 �j INV. = 136.10 (E) / I ( / I i SEE SHT C-14-4'TL 2 \ SEE SHT C-16 DTL 4 ,� y' w W w w W W y' W J w W W ,• Y W b / I Y �� i ��1 O� ; .r=l— `Y �.�W mil. ,. . '�.- .J; � _3� .W�- J� , �k � . •Y -�W. .rl� ..y,� ..Y. .�,y, . .yam y, — .b •Y .Y �• 1 '. I 1 S 13a a5 v v y' �,-w .. .w_ �• . -.w ...w- v —w �, ... ,v-- v. .,— r �- n -- v -¢� v—�v • v� v v �. 136,22^ J I ! ! 0° w .'w w w—w —�-�• • i•-- . _ -� Y-�,. --m _�, . z �— v — Z— w—.y —v �w.�� w \ I p2135.80 6.14 1 i -��; I 13a.Es 1Ja7 � 1 - . � FILL TO 134'8• v�. I 135.75 1 i 1 / SLOPE TO ( SLOPE TO } ( w /y y -6- w- -� ' s- __W -r • W y 8 :�: —w24 li'i v . \\ ' \\ \ / I i 1 �` � I •' � . � TEMP. SWALE TEMP. SWALE �" - � �' Y 1 I � I I ti3�� f 35,41 o I 3 \ _ ' I m w ' M.E.S_ 13 _ 42 L.F. 24�RCP w I +3a 1 \ 7 , 34,98 1 I IIIr v A % I I i �"�� '� 10' x 10' SUMP INV. 132.2 J"'r II I �I A \ � ;l, , 2 �'• • y INV, - 132.0 1 Q ••,x 10 •SUMP ,� �' 1 � '�' \ j I '� 11 m oJ� I i , ►T, „�o I I Y W , I = 132.0 CTRL STRT C5-300 ` " ? ' I s 3e' �2 I i ^ I �I .� ti3 RIM EL. 136.95 I 'Y 25 L.F. - 18" RCP \� . ^'1 i \ ( " ti3 I ! \ 50' CROSS ACCES 1� M.E,S. 14 INV. EL. = 132.15 Y I. I �y1 I z w I & UTILITY EASEMEN I INV. = 133.0 SEE DETAIL 1 I i j 1� +Jsa, X = I \ ( w: I SHEET C-13 '' `' "` � j^' C O M M E R C I A L U 0 T 41 RETENTI N P N 3S �� /� j 135,01 `� Q I � � . \ i +• � w. �_ 0 0 D 2 I _ .Y � 1 1 \� �_ .-/ 135.02 ++ \ 13 TOB EL. = 138.0 i II �. 34,13 I : 0 INLE E-20 4 _ AB-2 �,\ m J 134,61 n� z zo i I �s RIM EL. 1 7.5 \ I SHE °ELEL= 13Q 0 0 INLET CI-9' ` ( ` 13aosl �'�' �°� /' OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 �LFAX, (721) 733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1060 KEENE ROAD. DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 5300 WEST CYPRESS STREET SUITE 300 . TAMPA, FLORIDA 33607 POST, WCIOEY, SCHUH & JFRNICAN, INC. Ph. (813) 877-7275 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ FOR BIDDING ONLY ISSUED FOR NOT FOR CONSIRUCTI N CONSTRUCTION NO. I DATE I BY I DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED CONST. v \ ' INV. 133. 4 (SE} w ` : UNDER THE LAWS OF THE I w �, ' INLET V-21 SF T c-1 DTL 2 y 1 1" RIM EL. 1 5 �� „ ( ARCHITECT OR ENGINEER EXISTING MEDIAN II I I RIM EL. 137.4 1C' ., �`�°� I IW. = 31.99 N 1 IY f 1 '805 1 6 _ CURB TQ BE REMQVED I 1 I I ! '�C lfR INLET LEV, 133,38 INV. = 133.88 (E) Y / INV/= 132.49 E IW STATE OF FLORIDA n to II 134, \ w 'w INV 132.99 W w I , I 1 �E �/ AS SIGNIFIED BY MY HAND \\� \\ `3 13\.67 - �� I F = 2 SEE SHT C-13 DTL 4 f I G.E. INV.=137.6 I c'�. AND SEAL. I "� 1 133 47 +� N I 12 ,91 ra• I I I / TOP ELEV, = 133,50 I I 1�' 134, 6 II � 13 ,58 I S I 126 99 ti' \ W ° " ,// /� i » 1 4.17 j I I V,= 126.99 , I 43 L.F. - 18 RCP / SEE SHT C-14 DTL 2 (w y 1 ` £,! . 18 RCPI 18 CP 1 I I i (IW; I �y ; i 3 I - / i - PROJECT NAME CUP.B INLET ELEV. = 13,131, 3 bG I I (\ W w - E 1T-f'0 N P 0 �l D 2 j w Y � � I 135.11 I ^r,3' y- I 1I ,3s.0 START 0 TEMP. SWALE 5:1 SLOPE Y I 1 1 5 _,� I I Iwi � / ; ��;� �. OLYMPIA PUD FINAL SUBDIVISION PLAP I 134i95 ��` = m ► — : W INLET V-19 C-14 — . 11 134.2 r` I I - - - - • - - • - - TF�EP�SWALE - . - -� - - • - - • I w RIM EL. 137.75 / I \� _ - SIN w r I.YI Iw P-1 / w SEC CLARKE ROAD AND SILVERSTAR ROAD. 61 134,62 A ,Jeo - INV. = 132.4 E) , f, 1371% sT 1371i0 w i V w i /' OCOEE FLORIDA 10 00 I 134 i2 133,39 INV. = 132.9 NW) + 1bny, i m 1 i i I 1 ' 18" RCP �. I I�, (,(� i$ SHT C-13WDTL 4 / / I 13s•ao ,Jos 3e• / 1.F..- w u ,w DRAWING TITLE tpp q� Z,�?� °J ! -- '""�— ,J—,u T „�J �. k 10' x 10' SUMP / i " IW� NWC GRADING AND DRAINAGE SITE PLAN ti3 ^�� ti3 II I I z \ I w . INV. 132-0 -- -� ! - - ' -�-� 1�1 i 2° ' I J I 1 W.0 �° 2 5 w M 26- 136 �,��' ^ ( Iw 3 END PHASE 1 - / MARCH 99' W 1 1r>)'�' 1 34.11 I - _ - �� - - - - _ ti� - - - - - - - 1 -14 WI i1 = 132.2 AB-1 w I C-14 ROAD CONSTRU i �+ 1 DATE STORE NO. DRAWING NO. � I �� 33.66 , — — — J 52 L.F. - 24" RCP i .� , 'w _-- SCALE: 1 40 Q I i 134.03 i; 34,18 i / y , -� y I 1 --`"'� , N 4 RT H D O III 133,61 33.77 I W -- -- y i 1 t.=40' I 1 I I :1 5.4 CROSS ACC SS i — ( Baas 1Jao .,, , :.Y, 1 37 y i DRAWN AVF/SLV SCALE: C'1 I 112 w I� "'�' - I I / &UTILITY EASNT / Iw (n I �?, Sy I I I (I / END PHASE 1 wI°'IwI % wIW \ BY: RELEASED TO h I 9 �, I — I Bats _ -- / ROAD UCTION � 40 0 10 20 0 CONSTRUCTION Q � i�l tx � I I / I I ' w ----- — . — . — . — . — - 138 �- i :� •. (w I I 40� 80 REVIEWED Ci11S OF 19 DWGS. N a 1V W NOTE: OLYMPIA DEVELOPMENT GROUP, INC. . ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT 1060 KEENE ROAD OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT DUNEDIN, FLORIDA 34698 ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. TELEPHONE: 2�j27) 736- 622 0224 2. CONTRACTOR TO USE TYPE "5" INLETS WITH PRECAST TOPS WILL BE SILVERSTA ALLOWED FOR ALL CURB INLETS,0/0TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 3. CONTRACTOR TO WRAP ALL CONCRETE PIPE JOINTS WITHIN 4' OF FILTER 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 FABRIC. TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 a U 5300 WEST CYPRESS STREET SUITE 300 ` TAMPA, FLORIDA 33607 SILVER STAR -ROAD Ph. (813) 877-7275 POST, WC911Y, SCHUH & JEFQIIGAN, INC. SITE KEY PROJECT TYPE F RAWINGS/SPECIFICATIONS BY: WALGREENS' CONSULTANT LANDLORD'S CONSULTANT NOTE: SEE SHEET C-15 FOR SILVER i SITE BENCHMARK, ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: STAR ROAD IMPROVEMENTS REGRADE SIDE SLOPE TO MATCH X4 CONC_-- SURROUNDINGGRADE ELIMINATE---x-----x--- x-----x-----x-----X----x-----x-----x-----x-----x-----x----x-----x----x-----x-----x-----x----X-----x-----x-----x-----x-----x-- ��-x=----x-----x-----x-----x-- [j WALGREENS' CONTRACTOR Yf 1�f (TURNKEY CONSTRUCTION) MOUNDED SOIL MONUMENT ------- cL---- ELEV.= 130.925 ��' 4 ��~ �^t � LANDLORD'S CONTRACTOR STORE BUILDING 2 �J �� NEW........... NEW............ _____BTL==BFQ _ _ _ _ — — — — — — — — 33 ---�- - —----------- ------ ---- REMODELING.... ❑ EXISTING....... ❑ PAVEM— — �, RELOCATION.... ❑ NEW SHELL ONLY , ❑ �32` __ ---------------------- —'31 — -- _- - 13t.-'-- -----------)------ _-----------_ _ __—__ ---- OTHERS........ ❑ _tip' y 13r1 -�---- _ --- _ - -- --- n BTL- ( — — — — -- — — — — — -- — — — - - :�__ =BTL = ..� , --® ---. .• - --------- — _--____- __ ___-- __. _ -.-8E0=BTL= _ _ - =,.r �- _ =.- - -_ : BTL== =__ -.-� _- 32 =BTL = = B FO z9 34 E.S.-4 — — — — 9 INV.=��'129.0 i ��135 �_-..•- �� f�^.i `t �" /�\ /^� -r `??t{i4,`f '_..._ � —• ��— _ —� 9— 1 f 134 131 59 L.F. - 23"x14" EOP y .i"�-�+"._. j v. `�'... , y—.ur..,- .•v...._v, ••v .V"�`•+v�, :v. y y y �• .n0�• a,, ...►�'' ' � �`v f�•�:- � . h� ��t .r y �'""•y/ . ' :.� ;v, _....v .-r--�.. •.�. ;v .v 'y '^-•,. `v �.' , .� .. �. '\.. .i.." • `� �"r�" y ' �w / •v� `r� l ( '�i / y 7 S 7 ! J`f W. ..+,'' '1." 'Y ..y `,,,.� '.V —..� . y .-...y. , _�.• ••M-�. y ' y• .:•M" ' •V 3• �'•-- 1(7�y y' I ' / / ,,nl�+ ,� •�, E LINE OF NW 1 /4 OF �°� ' SE 1 /4 OF SECTION 16, — .. �' .. — .. �� \ y\ jy�W\y I M 1�TOWNSHIP 22 SOUTH, �. RANGE 28 EAST RCP CTRL SAT CS-200 y RIM EL. 133.8 TB-7 ET E T I ON P f Q 1 INV EL. Ai 130.7 li, # SE DET L w. C 14C-13N:III / ^ oFOUNTAIN y3�% _ y I / / ti��% 1 �� FOR BIDDING ONLY ISSUED FOR \'' •2� / RETENT6 POND 1 I I V :y: y� L (I / Y � 7�{ NOT FOR CONSTRUCTION CONSTRUCTION \ TOB� EL. = 134.8 BOTTOM EL. - 20.0 TRACT „13 : X._• .: — (COMMERCIAL TRACT) lk v�\w. `v .-•S +'.,. `L..-•.�V ��V'`/, •'`Y'�W. --L•-- .'V 'y• y.,,.�.�b�•!y =1 . . `4.....,.. +.-+L. ._y-.. y = J' ./.v y.._— J.. `7✓ / .mil `L '+" -mow... `L `✓ �% 5--7• .y �w Ji.."..�G ..� .V. '\ ' .O- .v �. �'�•►-..✓, � y.� '� —� �'• �.=�. y..... ..v-.�'�'�"�y � v�.+�..'v�. "ems / / �A 7~{ . ------t— -- — -- r� --� c� FILL TO .134 8 � p0 / ti3 / j / / - - - - - - to - - NO. DATE BY DESCRIPTION CONST. Y REVISIONS / CERTIFICATION AND SEAL \ 7 THIS CERTIFY' THAT S PLAN AND SPECIFI- CATION WAS PREPARED BY \ ME OR UNDER MY DIRECT / / / / / / �� SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE AS SIGNIFIED BY MY HAND STATE OF FLORIDA �� / ,� / / w \ AND SEAL. � PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE, FLORIDA / DRAWING TITLE .— —---/ SCALE: 1"=40' -----��` �48 _l , NEC GRADING AND DRAINAGE SITE PLAN / 9 NORTH DATE MARCH 99 STORE NO. DRAWING NO. 14 � m \ \ 146 i 40 0 10 20 30 40 80 \ �_ -� DRAWN AVF/SLV SCALE: 1 "=40' 745 f� RELEASED TO C-9 1¢ jN - - - - - - - — REVIEWED BMB CONSTRUCTION `� BY: OF 19 DWGS. r 00 III \ v I 132, 0 �IZ`b� '�L)lRB INLET ELEV = 132.49 J N i I z 0 I . INV.= 126,38I- 1� / . 0 III ` g w C, INV.= 126,03 . 139 -I� r. - , \ OL YMPIA \\ •2 � m �, I �' 10, x 10, SUMP y W I \ 133,54 r J� / f /�' �' ' 1 �\ DEVELOPMENT GROUP, INC. y n m 133.10 r% a h:l / / / . 1 _ INK. 132.D _ _ _ _ I Iw ; 1 �G \. \ 1060 KEENS ROAD TELEPHONE: (727) 736-8622 FY THAT ~ \ 33.75 I CD/ - 140 u y '�• I i _ DUNEDIN, FLORIDA 34698 I m 33 Q. I / W M.E.S. 22 \. \' FAX: (727) 733-0224 rr 132.0 \\ I 3° WI (i) . W Iil - ^ /.I :Y y (! SILVER5TAR w w-� -_w � _ .y W /w �A 1 i � � TOULOUMIS, TOULOUMIS & ASSOCIATES / / I I u=W.�..W �.. -..-.. - �( O R I L O �- w w v�=w =� ' ' ' - ' - ' ' = '-, �= -�- �- �3s W • W • • w' �' W I I \ ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 7TT ((}} ' ^ y` L. w. .w- w . .., 'b/W • ,,. .y. .,, ' w "� 1060 KEENS ROAD, DUNEDIN,N4-r FLORIDA 34698 ` �3� �� ' TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 c) �I I I �' / ��. / , vr►-r ��io- •w -v• -r- ' w-.w • --r v- w -w -o-- w- w• 137 4.� y . r_ . y �-s.. V ` / n ' w ,L +1• ~L ,Ir w ,� w w ,I+ w 'w w y' �.• y w ,L W w J� W ,L / / III i \ I' 1111` I 1 �3 ^> / -.. -..-..-.. ----..-...-..-.. ._..- - i \ CD M�) / / 38 L.F. - 29" 5" ERCP - CLASS IV PIPE I _ .. - .. -. '3e .. - .. _ .. - .. - - .. - .. r I i II � 1 \ - . _ .. - . - .. ��° .. - .. ��' _ _ _' • '"�� ' . / '' � 5300 WEST CYPRESS STREET INLET ELEV, - 131.79I 2 5 I / 33.27� 0 / / / / i i \ -.. u2 r ^..-.-..__..-..-..-.•`/ SUITE300 32.85 / I s 1 ' / - - - - - - • - • • - • TAMPA, FLORIDA 33607 i I O I \ ? 1 Ph, (813) 877 7275 1 III r,. 3P.91 �2v � ' I :. � . / / . SLOPE TO / I � � \ . � ` tib � vosr, BUCbfI: SCHUH & JERNM�N. INC, I 132,50 y2 INLET �lZ MIN. I I 1 - - -� / _- - 144 i) I lu, I I j- U� INLET ELEV, = 131,61 / I ` . I\ I E 1 i\ l- ( 1 PROJECT. TYPE w 124.64 ,� / / INLET E t' : I P',� f V•= 124,22 y 1 DRAWINGS/SPECIFICATIONS BY: 2 1 RIM EL. 137. ` ' ti TOP ELEV, 131,93 1 �R ti3 I V.= 124,7E / / INV. = 132 5 E I 1 I / �� \• \ ' ❑ WALGREENS' CONSULTANT m �\ 132.1 SEE SHT C-13 DTL 2 ��` I W.05 , I SLOPE 5:1 MAX. • , . / 5 �` ° I 131.4 / I \ \ ` ,3�, LANDLORDS CONSULTANT jZZ J 18" RCP m f§ �- y - - - - - - 4�2- - - - - �b - I 1 A�JI I D' b� / p D �23 \ /�� • ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: \ \ - � [) WALGREENS CONTRACTOR i I i \ I : I. INLET V 24 i I I I; \ \ " l LANDLORD'S CONTRACTOR TURNKEY CONSTRUCTION z I \ 29 L.F. - 24 x38 ERC RIM EL, 136.90 \ . / I I ) 14 I ; ' ! STORE BUILDING INV. = 132.70 N \ ry Y I r� INV. = 132,70\ �j �` I I �' I SEE SHT C=13 TL 4 11 w \ w. / . NEW........... ® NEW............ J 132.29 132.29 d \ \ \ �\ \ I p' I \' "'� / rn /m I 131,85 131.91 `v I 1 \ I �' i < i III \ i I� REMODELING.... ❑ EXISTING....... ❑ I) z i �� III ( \ \ \ I I SLOPE 5:1 MAX. / ' I � I `13m lI a' ' I' 1 \ �` \ I \ / / `- ,r j RELOCATION.... NEW SHELL ONLY . ❑ ❑ \ \ 1 i r� ti��' Q I y ti�ti I, / . ........ I: \ \ \ J: I �; \ n / I OTHERS ❑ 0 0 1 I 1 .) I I � � � SLOPE vim(,, SWALE \ 1 3I I I / a � a' I z ( I. f ti ti v� /I g 131.42 I I - • __ T I I _ TE 2 I m m �R� A� �0 I I _ I ti 131,85 I I I `�- _ _ 142 131.90 i 131.73 ' � I •1 • � • � � � • I i � j SLQ}?E. 5, 1 MAX. � - '•' -• / / / \ I I 131.49 _ . 1�31,42 : f I 1 141 ca h nj�' C . 11 1 13 I y3v I n z I I .' (CURB INLET ELEV, = 130,23 z V N INV.= 123.64 \ \ \ I - .Sl TE COVERHI--WITH Q 1 1 'S INV.= 123.94 \ C ` - 4 . � / I Z 7 1 `� : E INV.= 123,97 ` % _ 1 - ,.. I' I I IW INV.= )23,83 \ cP C I I , -�`� 1391�' - YO l�f�� A °- - 1TED ti I Q Q�. I I n- � N m I (� I II � 73 -I' --I-- ' �. • --'''.' - 138' '� ' _ . _.._ / ' / " • _ . > --= TfEES ' ul 31,26 \ I CURB INLET ELEV. = 130.2c- ! I �h '131,4 1 i30,86 I ��o _ _ . _ - A' \ 1 / -SILT FENCE (TYP.)- �� 131;01 I 3� _ I I -. -. -.- 1,36- - . -�.,_ TEMP SWAL�\ •---/�" I f 18"RCP;2, �p I FLAT GRATE INLET- i g u ° _ r LEV. = 130,�9 \ \ \__ �3eo - - - - - - �`��3° .=.122.85--,.-.'' ._.1 ..- �3a ..-..-.. I ,moo ti3 / -' ti3 135 4 131,3�) .-.._..-.. -.. -..-\ �s,-....__..-..-...�- °�ti J�p 1p 130.9'1 30 2 '1 ,4 - .. - .. 1 _... ,3a - ..�� . - - ,,� COVER EXISTING INLET` - - � - � - � - - 134 I WITH FILTER FABRIC i `� - - • I - • -'- -'• � AND HAY BADS 130,67 _ 130.42 , ENT CE-DRIVEWAY, V�1►AY STORMWATER AND UTILITY EXTENSIQ�(S I(�T�ax 8 \ \ 3° I EX G. 6" CONCR _ _ _ �_ ( ' E COMPLETED UPON THE DEVELOPMENT OF LOT 8 OR LOT 1, `� I _ -� WHIC IS TO BE DEVELOPED FIRST. � m � ` ( I Box cuRB �- 3 � - � - -I-=- - - s FOR BIDDING ONLY ISSUED FOR �° I 1�0•27 1 I 3 _ _ • -- . -� -- _` 132 --_ . _ \ \ NOT FOR CONSTRUCTION CONSTRUCTION ti j 130,91 129,8�1�o��p j , / 130,47 \ 130,30 \ •p� I G6 9 <c'; - ..._.. �_ - 134 - _ - i 130.77 129.80 1� �S`��- ' '�s - - `_ - -- •-_ . - • - - - - - - - - • - ! • i 60' CROSS ACCESS AND UTILITY EASEMENT 130.33 1 1,06 % 131 ti"�` \ SODJ-11 w 2 I D ti2- I . _ FUTURE ENTRANCE TO D TO FUTURE LOT 8-9FORMWATER FACILITY I130 o z I o i v 1 /37 FUTURE GRADING UNLESS LOT 1 IS CONSTRUCTED FIRST, / " ,Za �� . j h \ 0.5 MIN. \ �\ ''0 1 I o aP CURB INLET ELLv. = 129.50 \ CURB INLET ELEV, = 129.47 I z w I tiIN INV.= 122.41\ / _ . _ SEE PLANS FOR- \ \ �. I � 1� INV,= 122,08 �----./ i X � 1 d _ W INV.= 123.05 ~ i ' ELEVATIONS �, 17 > \ I` IO(' °'1130,76 -- -- -- -- �- -- -- - �-_--- -- �_. 129 7 \ �3 _ tea. FPS DISTRIBUTION EASEMENT '' 130.34 " 1 [ _I- - - - - - - - - -PER 0 1 BOOK 3293, PG. - . - - • _/- . - - . - ] b I 18" fP z I T8-8 m Iu 3� 130,51 A2 �' I h, / X� �W n ?�h S L-Ci3OXI� c TES S ALES. I 3°• 130.10 /.�2a, � � I 3`' � �;� � X 1"28 .ti 1 0 I 130,13 `�' a WELL 1 \ I � 12�9.45 0 •� `Z � 4�, �• TB-9 N.T.S. I L� ��' ti2 ti2, ti 1 (� , ° ..--' -°• / `S 2� �'�? � �I� � 2. ti2 \ \ a� w' n TOP ELEV, = 130.8044, �2 -gip 130:51 129,88.� - \ 1 Z �px 122 p� 130,07 a. i 129 3 ND. 5/8" 728 I NO. DATE BY DESCRIPTION 1 24" RCP ti2 I B 4200 �� 1 / �� _ 1 �3 =� Z 21� �2 _ / \ CONST. i 13 E., 0.68' S. 2 2 tiZ �--- _=�� - - - . 2- I Fage �. I ��.. �� .� ��...�...:�.. ��. �� .. o ..�.. �P.� �� «. �� , » �... �.�. ��..� .�� .�.. �� ..... ..rREVISIONS ti2 S 89 40 55 W 1277.45 �1-5 / ` �1 ° 3 �? I CERTIFICATION AND SEAL [if: 3 z I I > THIS PUMP IS DRAINING THE 0 5 0- ul �- `•� / �/ / AREA TO THE NORTH S LINE 0 NW m z a i �, POINT OF BEGINNING / 2, ti2 ' ) I SE �1/4 F S C THISPLANAND REBY TI PECIFI- I �/_ ,26 " 1 S . E . CORNER O PARCEL, �� 2�'� / ti21 Zg '/ / �� CATION WAS PREPARED BY I -4 129.80 Z ,/ i 2 1 /-- 1 27 Z 1 / . ti2 TOWNSHIP �2 ME OR UNDER MY DIRECT 12� Za ° DESCRIBED IN O.R. 4331 , �rL ��, ---� � /. RAN E 2A EAST SUPERVISION AND THAT I P G . 1923 ? ° ti2 � ° 4�n' / ' I AM A DULY REGISTERED ti i % ^2�. ti2 9 ' ' I ARCHITECT OR ENGINEER Or 129 129.58 ^3°� / j -� 12 / I STATE THE FLORIDALAWS OF THE l c, 130.10 I 12 ,13 130 i ' , I AS SIGNIFIED BY MY HAND 1 129.71 I / / ,/ I � AND SEAL. � L i 2°' • i �J ti° -15" RCP �7 INLET ELEV, = 129.24 -ZJ N INV,= 124.77 / . PROJECT NAME NOS. PLATTED OLYMPIA PUD FINAL SUBDIVISION PLAN / NOTE: . � ' � � � � 133 �. SEC CLARKE ROAD AND SILVERSTAR ROAD FLORIDA / 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT i ' / 135 DRAWING TITLE ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. / � / • 13� SEC GRADING AND DRAINAGE SITE PLAN / 2. CONTRACTOR TO USE TYPE "5" INLETS WITH PRECAST TOPS WILL BE ' / ALLOWED FOR ALL CURB INLETS. ap ' - SCALE: 1 = 40 DATE MARCH 99,STORE N0. DRAWING N0, ti2 / . ,-• 3. CONTRACTOR TO WRAP ALL CONCRETE PIPE JOINTS WITHIN 4 OF FILTER N 0 RT H / FABRIC. DRAWN AVF SLV SCALE: 1 "=40' BY: 40 0 10 20 30 40 80 RELEASED TO c - 10 REVIEWED BMB CONSTRUCTION BY. OF 19 DWGS. all ■ W LINE OF - I IrZ I L1J C I NW 1/4 OF SE 1/4 OF I �`� SILVER -ARK SECTION 16N LINE OF NW 1/4 OF TOWNSHIP 22 SOUTH, 1 `\ A REPEAT SE 1/4 OF SECTION 16, I Q 0 RANGE 28 EAST Z--------------_I `t �oi -` -\ t---- � P.B. 28, PG. 128 R SOUTH, CP _i -�I & RANGEEAST TOP ELEV. = 134.43 - - I BENCHMARK ELNCHMAPK� -GL---------------------------------------- 3- __-----------GL----- 5----------------------------- GL----------------------------------- - -----------------------------------------------------------------------L------------------------------------GL---------------------------------------- x - x x x - --- -a _------ ---•_--.d--- ---- ---.- ----•,'--'--- --.- t-- BTL------------_ss ..-ee.a-- -- -- -- �--- -- -- I---I--,�-s` GL 925 __-MTIONUMENT -------- d-------BTL-4---_-____.----- - -hBTL R B ---------- _. ==<==w =a_a -WLae== --=>=ate==s�s--------® -i---- BFO------ --B====tea .=m« TL=BFO - WL- w BTL=BFoASPHALT oa>m ---------------- 0PAVEMENT - -==a= ----- ------ = 8TL =8FJ__-------- 0 0CONCMEDIAN CONCRETE DIA`O- _- no --- ----- _Z -- _t8 -�-- - 6x4 TAPPING RCP EXISTING 6" FORCEMAIN SLEEVE & VALVE � LEVAVss -ss•---------=-S3 -Ss BTL-SS- BTL ------------- n------ BTL--- -BT- I--- -- ---} - - S - TL----- -_`-n III1III11i c "'�®�IIn-I 131�33= j1,1 Ii Ii `;mi /iII�'I �1 1, I�w./.I 1 ti �� (� --- 0-• 8...ff1,17_PVySCt9_- •e�19Wo-�A-7'TR,i-E-_��- :••-•. 11I'1I - ELVEAV--,13-5--I� ---• ----.1 -sr - =OU-�s�WWyWW�•-yyWy _ TyW •�.-"yW- W-W WWy•-�V �WWW-�W r•WW -yW Y-�-W�-•W -�W W-•-W W- •�-y W ��-�-W �-YWW�yy r.-yvsy�y- WW�yV Wy�- yW VW• y, o_- yWV• �-y" �-yyW WW Wr�WWW-W�-WW Y� Y�-WW - y-�-WWW--V - --=--�-BFO= yWY .WWe �WyWWyWWW°WrW �WWWyWyWyyy�- IIII�II � �III1II1(�II I1IIIiII �- ---------------�--- _�BT s ss SS ss ---OJ=-= --- ------ =- -------------- '-- ----'--' -'--'/ -- --- --- - - -' ---- --- -- ---- -- -- - ------•--'--'--• --•--•--•--•--•---•--^•--•--•--•--•--•--•--ss INLET ELEV. 142.3 -mesa_w--_ ---- -- -- -- -- -- -- WINVo.31 8" GATE VALVE AND PLUG -�1-SBTLEILT� ST TELEPHONES 30 L.F. 4q PVC SANITA11Y FORCEMAIN PANEL BOX I p- 690 L.F. - 4" PVC SANITARY FORCEMAIN 6"PLUINV. = 127.8 W W W W W WW W N VW V W W W W WWWWWi N W E LINE OF NW 1/4 OF I SE 1/4 OF SECTION 160 MERCIAL L01TOWNSHIP 22 SOUTH, 50, CROSS ACCESS 2" REUSEMAIN 1 RANGE 28 EAST & UTILITY EASEMENT 2" VALVE AND MEER WL- A 2"x1 1/2" REDUCER 53 L.F.-6" SAN @1.0%1 CURB INLET ELEV, 140.0j R ETENTI0N POND 1 I CURB INLET ELEV, 39.85 COMMERCIAL LOT 2GATE VALVE A S INV= 131.75 MH COMMERCIAL LOT J IJVL34.8418RCP RIM EL.2,GATE VALVE 7 INV. EL.=127.22x4x4TEE 1 1/2 PLUG INV. EL.=127.27 4" REUSEMAIN 6" PLUG EL.=127.27 E 4„ REUSEMAN N 382 L.F. - 8"PVC SAN. @0.4% 4 GATE VALVE 8x6 REDUCER 9 6" PLUG 4D� CROSS access 8 x8"x8" TEE 8" GATE VALVE I.E.=127.42 & UTILITY EASEMENT 6" FHA W/ 6" GATE VALVE TRACT B» I 8CAP (COMMERCIAL TPAC, T)40' CROSS ACCESS 10 1 6PLUG&UTILITY EASEMENT - 14 LF -6,SAN @1.0% I.E.=128.22I412 x8" TAPPI SLEEVE 3 2 yyyyyy W W .1, YVWyYy W W WW. GAT VALV 8"x8"x2" TS 5 L.F.-6' SAN@1.0% 4'REtJSEMAINY 6T RMAIN 33 6" GAT6 _S`_-- _-- . - 5 GATE _PLUa1N-V_ 128.8--------------------------------------- WL 8"x8"x8" TEE 1 1248" GATE LVE 34 ss -81T-WM - - - - - - - . III!II � I1111 yyyWWWW WyWWW4WyY WWWyWyWWyWWWWWWW NW'W-Y WWW -WW - W W. W WWWW W- WW W WWY W WW -W-'WW y Wy W 'WV• W- WW W11yyY W yWW yWVWWWW.W"yWyy•'' WyyVW"WyWyyWy"WYY• ' WyWWWWWyWWyyyWWWy WWyWyyWyWWWW°yY i1I1I)1I1lIII11 --- • <`1IiI11iiI -- 8" - GATE VALVE ALV E AND CAP 318" GATE VALVE x8Wx8YW TEEEN8x8" TEE 6" PLUG, I.E. 127.40 SS -78x GATEVALVE I y '3 EXISTING 12" WATERMAIN 6" FHA C-1 sx8�xs TEE 3 W/ 6VALVE LIBRARY - SITE m 56 L.F. - 6" PVC SAN 1.090.2" REUSEMAIN 8" Wm -- --- -- -- -- -- -- --- - - --- - r�i,,'IIII,I, cr�d- _- -\� \ _ \1 \- �7W4d COMMERCIAL LOT 2$7 L.F. 8" PVC SAN. ©0.4% m z o 50' CROSS ACCESS 0 & UTILITY EASEMENTN �' ` I CUR INLET ELEV. 133.38 �AMES 3000SS DDC (PURPLE) GENERAL NOTES I S 12.98 W 126.99 1) BACKFLOW PREVENTORS SHALL BE PROVIDED WITH THE CONSTRUCTION OF EACH LOT. TOP ELEV. 133.50N 128.91 TO BE SCREENED FROM VIEW WITH LANDSCAPING `29 78I 18 RCP 6PUR CROSS CURB INLET ELEV. 33,1i ACCESS 6" PVC PURPLE RETENTION POND #2 & UTILITY EASEMENT REUSEMAIN 28 2) ALL PIPING SHALL MEET CITY OF OCOEE UTILITY SPECIFICATIONS. 15 16 3) IRRIGATION SYSTEM SHALL BE INSTALLED USING PURPLE REUSE PIPING. 6"XPPING EEVE 37 MH 3 AND IS E VALVE � RIM EL. IN. EL.=126.0038 9 LLI 3 INV. - __________ SANITARY CROSSING NOTES: 1 6" FHA W/ 6" GATE VALVE w 8„ WATERMAIN 6, PURPLE REUSEMAIN 1) ALL WATERMAIN, FIREMAIN, REUSE MAIN, IRRIGATION AND FORCEMAIN UTILITY SERVICES SHALL BE ROUTED AROUND THE GRAVITY SANITARY AND STORM SEWERS, BY THE CONTRACTOR.cW175 L.F. 8" SAN 0.4% MH 2 2) THE -CONTRACTOR SHALL MAINTAIN A MINIMUM OF � .00 11 11 LIRB INLET ELEV. 132.49 RIM EL. N V) INV.= 126.38 A MINIMUM OF 4.0f OF COVER OVER THE SANITARY SEWER. NV126.03 17N E=25.2NS 10 ,j L.125IN=20 D INV. EL.=125.10 2> REUSEMAIN 3) THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION BETWEEN THE WATERMAIN AND ALL OTHER HARD F 18 UTILITIES OF 18" VERTICALLY AND 10' HORIZONTALLY. ;m 39 L.F. 4" D.I. FORCEMAIN _,0 '�W 4) CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION BETWEEN THE REUSEMAIN AND ALL OTHER HARD UTILITIES lb OF 18" VERTICALLY AND 10' HORIZONTALLY.COMMERCIAL LOL..W�yWC..WQ�CXN (n WVVWW VWW W WN 8fGATE VALVE 20 V) 5) CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION OF 18" VERTICAL BETWEEN THE FORCEMAIN AND ALL HARDO" 1I 21 SANITARY PUMP STATION (TRACT 0) UTILITIES. -t- I- I SEE DETAIL SHEET C-21cD. FOR INITIAL CONSTRUCTION \ - -_- - i INLET ELEV. = 131.79 I ; ti ; PHASE 23 p 48" ( PVC SAN. INV. 124.9) i 0 1" GATE VALVE AND WATER BIB (SEE SHEET C-21) 35 L.F.-6" SAN @1.0% 27 :--' - - - - - - - - - - 50 L.F. - 8 SAN 00.4% 6" PLUG INV.=125.77 1 22 1" WATER SERVICE II, I UP, INLET ELEV. = 131.61 1, ( 1 T I N W II � I .= 124.64 (FUTURE) 8 GATE VALVE 8"x8"x8" TEE TOP ELEV, = 131.93*zill SI1�V= 124,22 26 -Nj W 1V.= 1z4,76 25 I-�,, i I 85 L.F. 8" SAN 0,4% Ilm )=1s" RCP f§ ii - - - - - - - - - - - - - - - - - - 18 L.F.-8" SAN. 00.72% " 8" PLUG INV.=125.77 v m, o � \`I , I I u 1' I z O I � I � I N m m � 11 I i J Z Ij n w ' ¢ a a i (1 I y o_ I w I CURB INLET. ELEV. = 13U.22--� Q I a 1 I I 18"RCR � J 1 J I 1 m� v I co Ll� 1 I1 o i II 6 FHA (FUTURE) 7 I W/ 6" GATE VALVE C-15 _ ' 24 J'I j 6" PLUG INV.=126.02 6" GATE VALVE 1 " � :' 38 L.F.-6SAN @1.0% I � MH 1 Z �; j (FUTURE) 8" GATE VALVE RIM EL. ' 2" GATE VALVE I i INV. EL.=125.4 II I ' INV. EL.=125.64 E li i INV. EL.=125.64 I'I COMMERCIAL LOT I;� I 2" REUSEMAIN I r 1 8"x8"x8" TEE o II CURB INLET ELEV. = 13023 WATERMAIN TO BE COMPLETEDN IV --� ' U S INV.= 123.94 ( I. �a E INV.= 123.97 WITH THE DEVELOPMENT , 1 �h I W INV,= 123.83 OF LOTS 1 AND 2 OR ; 1 THE SCHOOL SITE I I f 'I ,I RCP 12"x8" TAPPING SLEEVE & GATE VALVE 11 f 8"x8"x"8" TEE R FLAT GRATE INLET 8"x8"X6" TEE I ; W INV= 12385 6" FHA W/ 6" GATE VALVE I 1 i - EXISTING 6" CONCRETE BOX CURB --•--•-----•--•---•--•-----•--•--•--•--� 8" GATE VALVE SCHOOL SITE SANITARY CROSSING TABLE Ol 8' PVC TOP EL =129.42 8" WATERMAN BOTTOM EL =134.3 O8' WATERMAIN BOTTOM EL=133.8 24" RCP TOP EL.=130.11 !� 4' REUSEMAIN BOTTOMEL =134.5 24" RCP TOP EL=130.70 OV REUSEMAIN BOTTOMEL,=134.65 24' RCP TOP EL=131.71 O8' PVC TOP EL=128.70 8' WATERMAIN BOTTOM EL=134.5 O8" PVC TOO EL=128.4 8" WATERMAIN BOTTOM EL=134.5 O7 8" PVC TOP EL=128.09 8" WATERMAIN BOTTOM EL=134.38 O8" PVC TOP EL=128.01 V REUSEMAIN BOTTOM EL=135.9 O6' PVC TOP EL=127.93 4" FORCEMAIN BOTTOM EL=136.2 10 6"&2' WATERMAIN TOP EL=132.9 18' RCP BOTTOM EL=134.4 11 8" WATERMAIN TOP EL=129.9 24' RCP BOTTOM EL=131.40 12 8" WATERMKIN TOP EL.=130.65 24' RCP BOTTOM EL=132.15 13 6" REUSEMAIN TOP EL=131.35 3V RCP BOTTOM EL=132.85 14 8" PVC TOP EL=127.3 4" FORCEMAIN BOTTOM EL=134.6 15 8' PVC TOP EL=126.71 24' RCP BOTTOM EL=132.07 16 6* REUSEMAIN TOP EL=131.1 24' RCP BOTTOM EL=132.6 17 8' PVC TOP EL=126.30 4' FORCEMAIN BOTTOM EL=133.6 18 4" FORCEMAIN TOP EL=130.3 29 05" ERCP BOTTOM EL=131.82 19 8" PVC TOP EL=125.66 29"x45' ERCP BOTTOM EL=131.89 20 i' WATER SERVICE TOP EL.=130.49 297x45" ERCP BOTTOM EL.=131.99 4" FORCEMAIN BOTTOM EL=129.39 21 8" PVC TOP EL=125,93 i" WATER SERVICE BOTTOM EL=134.3 22 6" REUSEMAIN TOP EL=130.55 29 x45" ERCP BOTTOM EL.=132,05 23 8" PVC TOP EL=125,93 2' REUSEMAIN BOTTOM EL=133.8 24 6" PVC TOP EL=126.68 6' REUSEMAIN BOTTOM EL=133.5 25 6" PVC TOP EL=126.38 8' WATERMAIN BOTTOM EL=133.3 26 8" PVC TOP EL=125.42 29"x45" ERCP BOTTOM EL.=132.2 27 6' PVC TOP EL=126.08 8" WATERMAIN BOTTOM EL=133.3 28 8" PVC TOP EL=126.81 6" REUSEMAIN BOTTOM EL=133.3 29 8' PVC TOP EL=126.87 6' FORCEMAIN BOTTOM EL=133.6 30 6" PVC TOP EL=127.44 8' WATERMAIN BOTTOM EL=135.18 31 6" PVC TOP EL=127.8 8' WATERMAIN BOTTOM EL=135.1 32 8' PVC TOP EL=127.6 6' REUSEMAIN BOTTOM EL.=133.5 33 4" FORCEMAIN TOP EL.=131.64 30' RCP BOTTOM EL.=133.14 34 8' PVC TOP EL=127.6 24' RCP BOTTOM EL.=133.55 35 8' PVC TOP EL=127.26 24' RCP BOTTOM EL.=132.20 36 Sr PVC TOP EL=126.99 30' RCP BOTTOM EL.=132.97 37 V REUSEMAIN TOP EL.=131.25 18" RCP BOTTOM EL=132.75 38 8' WATERMAIN TOP EL= 131.2 18" RCP BOTTOM EL=132.7 6" REUSEMAIN BOTTOM EL=135.18 LVER BEND 30, PGS. 4 es 14 _K E-Y 15 SCALE: 1 "= 60' r 60 0 60 120 WOOD FENCE CROSSES OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 PAX: (727) 733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1060 KEENE ROAD, DUNEDIN. FLORIDA 34698 TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, 611CIO.EY. $CHUH & JERNIGAN, INC. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ FOR DDING ONLY ISSUED I_NOT OR�CONSTRUCTION I CONSTRUCT�ION� NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE FLORIDA DRAWING TITLE OVERALL UTILITIES -SITE PLAN DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF/SLV SCALE: 1 "=60f BY: 11 RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. a IN L2 w 0 0 0 1 SCALE: 1 "=40'SILVER STAR ROAD O NORTH SEE SHEET C-12A FOR MAINTENANCE OF TRAFFIC PLAN O 40 0 10 20 30 40 {f 80 LINE OF----- I Irk LLJ VV 1 /4 OF SE 1 /4 OF � \ \ SILVER -ARK N LINE OF NW 1 j4 OF � ECTION 16, \ A R EP LAT DWNSHIP 22 SOUTH, SE 1 /4 OF SECTION 16, ANGE 28 EAST Q _ � 14� - TOWPJSHIP 22 SOUTH, � I �, �p P•B. 28, PG. 128 s G 0 , \ RANGE 28 EA T EX. 6" SOLID WHITE ti 739 EX. 6" SOLID WHITE \ °� TOP ELEV, = 134,43 ^r� fA. (4' SHOULDER) �^�°' 0j , 3 A (4' SHOULDER) r `?� 1 EXISTING INVERT = 131.09 OU - '= NEW ENTRANCEONE WAY" SIGN 6 x12") PER 95 1 I�:CP �'y 24''' 6S / �ti3 `�ti"' �REMOVE EXISTING ti� MUfiCD R6-1 W 0 NOT ENTER" R 6 SIDEWALK TO BE C TRUCTED I 1 \ 1 <L0 r I ti STA. 13+83. PAINTED MEDIAN WhHI THE DEVELOPMENT LOT 4 x 1 \ 2° 1) ,3 � \ I i 1 ° V� . �° �`� 73 ti3 " 73> SAW C NB- OVE- 204.5t -OF �IS�1G- - - ASPHALT Q o - - - - ° ' ti 6" SOLID WHITE 8 88' - 6 SKIP WHITE �� / Q�- - - - - - J� . PAVEMEN D CONSTRUCT TYPE I CONCRETE�'- °PAVEMENT U) ° �� ° _ m `Z' 6" bLID WHITSE' c\ 7 REMOVE EXISTING CURD 172 6, SKIP-W 1� $ 1 _E TYP. I ii I ^p2 I--�o - - - - L - ' ti -t NOTGUTfiER - 74 �)• �� • C C. ME AN " �d I , �a U I t2' :� CONCRETE MEDIAN p C°' . 0 �� - �I 1ka DRAINAGE MANHOLE TOP = 134.43 E INV. = 130.93 S INV. = 130.90 W INV. = 130.98 NEW ROADWAY ENTRANCE ST. 17+53.37 -PROPOSED CONCRETE MEDIAN PER FDOT INDEX NO. 302 AND " t--)I I L KLY OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE:)Z2862227733-02a TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1060 KEENE ROAD. DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 f 6 SOLID YELLOW STRIPE 4' CONC. MEDIAN PER FDOT 5300 WEST CYPRESS STREET INDEX 300 SUITE 300 6' SOLID WHITE REMOVE EXISTING 6" SOLID WHITE TAMPA, FLORIDA 33607 Ph. (813) 877-7275 XIPI EXISTING PAINTED MEDIAN INVERT = 131.14 18' WHITE CTYP.) rZ_ 4- PROJECT TYPE _ i--8. WHITE (YP.) DRAWINGS/SPECIFICATIONS BY: 76 SKIP WHITE , , GUIDE LINE 12 ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT 70 3`�• PAINTED MEDI N 20 �' ALL CONSTRUCTION. WORK,UNLESS NOTED OTHERWISE,BY: 4' _ r�2� a I 'O .d 1 1 1 0 ^�� P °�' 139,0 � `�>- 1� " 136,28 1 1 ' INLET TOP INSTALL MANHOLE '` I ti C@�INECT EXISTING INLET 4 ti`? ti ME%NT BASELINEI 1: . • Q' . . �� • - - I , r • • �� /�(��1�� : • i i qTIM• T cnr t,i r•�T•s�+� -'•:�C . ::�:::- III :.:• .: i ,i -II ii11�. ua _ ii' ' ��A� - ,. �• -•1 t :: - - '��'._ �•• efi I::'!: - ::e .,.o_ -Ih ifL/L. °eanL!•,:`:iE• RUCTION -n _ t t - _ !,. .... .. _ .[z::; .. . ..... :-:=cam - a n 1 I:. e.. _ _ -:::. ___._,,: -- _ - _ ___.� :-.-__.�...- :f__:.:_:::- . .,:u::'s '1f�..._... hl..._.... lie •., • 1 !' i.IF:.iia Ilf�_.._w.:•: . • ,111-..,_.,.:: ••a"III�L, �� t -•f1--,1- _, f�ilj... ice.. t . ••te . Lam!.. - ..7i.. ,n., :.I_ . ,.. �..._ : 1 1--11l... ::- II.,_:::e:::: 'I. _ "ice'. 1 :�' _ G:,: -- u 1 u 1 �L._... III. _:::_... i1$ . a - -- - 'iitiT... - �'c.. I�... ■ 1 III!.._.:-i•. _�..� ( -- - - -I ��_, ..► I 1 ..■ 1 ..ill ..■1 ..� ..■1 � I :.�.•�,'-_...�... , �.,. 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IuS•F3 "ab f/ �,.'�'CPei o,Oc�l��Ya _. _ �� .. _TREE TRIM ING, � '�I/ ` •'``+ \�., i�'•y��_ �f zd olmr�► •� �• ' 1 1 1 1 1 1 if M__ PLACE HAYBALE a BOOK 0834 • • •'.,:`•• V. 142�q IDA POWER CORP. EASEMENT ?{✓ ' >d EXISTING EASEJEN1v 1 . STORM UNTIL 'gy- Jam.; T E*ISTING TELEPHONE 5;�pg,• ` 1 (F jag R • . ,`• `fie°: f�= 1 1 1 kl!ns Al AREA TO 1: �751 BE IN ACCORDtNCE WITH LOT SEE SflEg �� f >✓,. ' :/ y: ei1:"era ■. 1 1 LOCATE SIDEWALK I 1 e :•y�'`,a°� I ;.eae WITH 11 1 1 1 1° ' 1 a 1 1 1 ,t`+?';g. i e 1 POLE4 MINIMUM DRIVEWAY FA N-We Iw ✓✓.✓✓ ELEVAT ggr ION 134.8' MIr •E SEE SHEET C8 ,°✓os SILVER STAR ROAD 6" WHITE STRIP ALL PAVEMENT SHALL BE MATCH EX. 6" WHITE STRIP IN ACCORDANCE WITH FDOT SITE BENCHMAR INDEX #513 AND 514 REGRADE SIDE SLOPE TO 6:1 I _ _ �X4 CONIC _ _ -x_ x- - -x- - -x- - -x- -x- - -x -x- - 133 6" SOLID WHITE FROM EOP TO 129.0' (- x- -x MONUMENT x- - -x- 6 DOUBLE YELLOW - PAVEMENT WIDENING 18" YELLOW ELEV. = 130.9 5 7zw�l_ WG-2 SIGN _ 131 _25 - ___ SAW CUT AND END SHOULDER ----- 23 MENT �2`? - o - �2��_ EXISTING ROW I �� °� MATCH EXISTING ST. 24+44.00 ti t ti - - - - - - - - - - - .. - �� .� - -- • - - _-----------------------------------------------------______ 129 - MATCH EXISTING ti` - fi31 -= -_ --. ❑T 6" WHITE STRIPE �\ -2e= . _ / - - - - -_ FND 4"x4' .am. LS '1-20ss\ j 1 133----`'� �- �r 1��.2. - /r-rv!s4-.Sa� r- SS - '� g a?� PROPOSED RO 7 1 �--- - - \�l��r.�®�ttiJ��•. 135 -` _ \r-%-' _..-..-�-.. ,2s-. _ •.-.. Vic" �L' 131 133 1If PROPOSED ROW ---- EXISTING 11OW -- EXISTING ROW EXISTING PAVEMENT SECTION EXISTING VALLEY GUTTER PROPOSED DRIVEWAY ENTRANCE (TO BE REMOVED) SAWCUT AND MATCH EXISTIN 4' SHOULDERI 140 - PAVEMENT SECTION 139.8 EXISTING CONCRETE MEDIAN (TO REMAIN) ( 10' 12' 10' - 140 - -- 139.5 EXISTING ROADWAY EXISTING ROW 132.37 I -- 21' '1 17 Pi 24' 6' GRASS SHOULDER TO BE -J STABILIZED PER FDOT INDEX 105 140.0 FUTURE ROW 138 - - 139.0 Lt I I I , i L ~ 138 0 _ -i n- SIDEWA i REMOVE GUTTER ROADWAY WIDENING AJ �- - (LO('AT ONL VARIES) 3' - -- 138 6' GRASS SHOULDER TO BE 15' 6' 15' 18, 24' 20' 35' 17'` STABILIZED PER FDOT INDEX 105 136 F �- - 20 EXISTING GRADE 137.5 12' 4' SECTION A -A -- PROPOSED ROW 136 SECTION C-C EXISTING W HORIZONTAL - 1 "=20' � • HORIZONTAL' - 1 "=10' VERTICAL - 1 "=2' 20' 30' � 28' - VERTICAL - 1 °=2' EXISTING ROW PROPOSED CONCRETE MEDIAN EXISTING VALLEY GUTTER) D��136 r SAW CUT EXISTING PAVEMENT ( 135.0 (TO BE REMOVED) - EXISTING LAKE . 134 - 134 0 \- ROADWAY ENTRANCE LANDSCAPE MEDIAN EXISTING PAVEMENT SAW CUl< AND MATCH % EXISTING: PAVEMENT SECTION 134.5 r 7' . 132 % 2 2• 6 31' 10' 4-1- 1 "A ri' - O/ 130 J SECTION B-B 64' HORIZONTAL - 1 "=20' VERTICAL - 1 "=2' 138 �4' PAVED ISHOULDER 12' 9.6' . 14' I Q� FUTURE ROW �- 6' SIDEWALK (LOCATION VARIES) 136 ROADWAY WIDENING 134.5 134 6' GRASS SHOULDER TO BE \ - - __- - - - - - - STABILIZED PER FDOT INDEX 105 EXISTING GRADE SECTION D- D HORIZONTAL - 1 =10' VERTICAL - 1 "=2' rI ❑ WALGREENS CONTRACTOR - ' LANDLORD S CONTR ACTOR (TURNKEY CONSTR UCTION) [i c ----- - _�=_-- -_ ---_ __-_-- _ - - STORE BUILDING ,r_-- -,28 - - - -. - - M€S=a 00-(INS=-1 -944, - - - -ATE PQWEB POLE - - - • RELOC.>� NEW........... ® NEW....,....... TO ROW LINE (TYP.) Ott• '• �� s• s• ,ttwt.ttttn� s_te _ -. � -1'03\L`F��1$;`R£� _- _- _- ' _- _- - 129 _ - . _ .. .. _ REMODELING.... ❑ EXISTING....... EI 1�_', RELOCATION.... ❑ NEW SHELL ONLY , ❑ 133 STOP' -MN-PO' '� OTHERS........ ❑ PER MUTCQ R1�1 E / W/ MANDA RY MOVEMENT ❑ '� - % SIGN (30"x3 AND 24" BA �•''r . , w w -�--- FUTURE f ROW SOD SWALE AND SLOPE - 27' 129.0 129.0 5' 18' SECTION E-E HORIZONTAL - 1"=10' VERTICAL - 1 "=2' �IiP►1�>tili■:3 20' O IDING ONLY ISSUED FOR NSTRUCTION I CONSTRUCTION NOTOR CO LEGEND PROPOSED PAVEMENT WITHIN FDOT/COUNTY RIGHT-OF-WAY TO BE PER FDOT INDEX #513, 514 AND MATCH EXISTING PAVEMENT SECTION, NOTES: 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT ROADWAY DESIGN 1 7/6/99 REV. PER FDOT COMMENTS STANDARDS AND SPECIFICATIONS, NO. DATE BY DESCRIPTION CONST. 2. CONTRACTOR SHALL CONTACT UTILITY COMPANIES AND COORDINATE ALL NECESSARY REVISIONS RELOCATION OF POWER POLES, OVERHEAD WIRES, AND UNDERGROUND UTILITIES TO FACILITATION ROADWAY CONSTRUCTION. CERTIFICATION AND SEAL 3. ALL OFFSITE PAVEMENT STRIPING TO BE THERMOPLASTIC PER FDOT DESIGN STANDARDS. I HEREBY CERTIFY THAT 4, STOP BARS AND PAVEMENT MARKINGS FOR TRAFFIC SEPARATION TO BE THIS PLAN AND SPECIFI- CONSTRUCTED PER FDOT INDEX #17346. CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I (, 5, THE APPLICANT MUST NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION - AM A DULY REGISTERED DISTRICT MAINTENANCE OFFICE 24 HOURS IN ADVANCE OF STARTING PROPOSED ARCHITECT OR ENGINEER �! / WORK. CALL: ACCESS MANAGEMENT AREA ENGINEER. UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND 6. CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITHIN FDOT ROW AND THE AND SEAL. PROPOSED ALONG SILVER STAR ROAD, 7. A MAINTENANCE OF TRAFFIC (MOT) PLAN FOR ALL WORK TO BE PERFORMED WITHIN PROJECT NAME THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH FDOT #604 AND OTHER APPLICABLE PORTIONS OF O L YM P I A P U D FINAL SUBDIVISION PLAN FDOT # 600. (SEE SHEET C-12A) ■ 8. TRAFFIC MAINTENANCE SHALL PROVIDE 2-LANES OPEN FROM 6a.m, to 7p.m.. ALL SEC CLARKE ROAD AND SILVERSTAR ROAD ROADWAY CONSTRUCTION SHALL BE DURING THE HOURS OF 7p.m. TO 6a.m.. OCOEE FLORIDA DRAWING TITLE OFF -SITE SILVER STAR ROAD IMPROVEMENTS DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF/SLV SCALE: 1 "=40' C-1 2 BY: RELEASED TO REVIEWED CONSTRUCTION BY: BMB of 19 DWGS. c 3 c CV In t2 O O to O n O i J 7 U 0 rn rn C) 0 4Z to 0 I OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD A DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 A FAX: (727)733-0224 W. 8' TOTAL WEIR LENGTH ' " „ /t 8 TOTAL WEIR 23 x14 _ - /- 24 LENGTH TOULOUMIS, TOULOUMIS & ASSOCIATES E•R.C•P' �l R.C.P. ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT -- , - - 5 5 8" 1 1 2 1 1 f-- �--- "--1 - 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 4' / I _ _ 1 j TELEPHONE: (727)736-8622 FAX: (727)733-0224 B 22 Spaces @2 9/16" 1 1 3' _ 5 x3 1/2A x5/16 23 Bars @ 1 4" i STEEL ; ' 1 STEEL I 8"- }A 1_._ 41-1 O" ca I u� �- I I WEIR 1 , GRATE IOPENIryG i 3j OPENING 3j 1 12" MIN. (TYP.) 5300 WEST CYPRESS STREET I{, 3' 1 -.I 2' I.r- I -1- -L SUITE 300 I SEPERATION BETWEEN I „ „ TAMPA, FLORIDA 33607 I'811 i - I _ I SKIMMER AND TYPE G • Ph, (813) 877-7275 ORIFICE WITH ANTI CLOG--IL--T'- _O ;.__ I 12" MIN. (TYP) I I _ 2, INLET POST, 6uclazr, scHUH & JEr�ic�H, IHc, II .I DEVICE (SEE DETAIL 3) ""` """ Lo SEPERATION BETWEEN A "' " OIL SKIMMER A SKIMMER AND TYPE "E" OIL SKIMMER A PROJECT TYPE 1 44 6 P.V.C. PIPE ATTACHED INLET J SECTION CC r TO STRUCTURE WITH DRAWINGS/SPECIFICATIONS BY; r ° O cAc GALVANIZED STEEL �WALGREENS' CONSULTANT I M STRAPS CONCRETE TOP OF BANK El ANCHORS AND EL. 134.8' MIN. PLAN PLAN ■ LANDLORD'S CONSULTANT _ o.' GALVANIZED BOLTS. 8,• TOP OF BANK A ' STEEL. GRATE U.S. EL. 138 MIN. STEEL GRATE U.S. ------�-- 5 x3 1/2"x5/16" C D SECTION DD o FOUNDRY No. 6615 FOUNDRY No. 6660 ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: PLAN STEEL GRATE ORIFICE 6" TEE GRATE EL. = 133.8 ❑ WALGREENS' CONTRACTOR I G nI W I __-___ TYP. ALL -N - GRATE EL. = 137.80 5 Steel Decking, Weight 630 Lbs. Main Bars 5 x1 4 " g g �, " / ., " " Intermediate Bars 1 1/2 x1/4 , Reticuline Bars 1 1/4 x3/4 SEE TABLE . ( } GROUT ARM IND I STRUCTURE NUMBER ORIFICE DIAMETER INV. EL. �? � -�- 1 0.1' I t 1 /--- OIL SKIMMER SKIMMER TO EL. = 133.25 SIDES , -; -T ' ' I 0.1 t OIL SKIMMER SKIMMER TO EL. = 137.25 WEIR RI = �F a� LANDLORDS CONTRACTOR (TURNKEY CONSTRUCTION � STORE BUILDING 200 2.50 IN. 132.60 , „ ° A ...------ (\ , G • ° - i t , ..LII% LL. - tJG.' 0.5' MIN.' I t .. _... .,, PIPE IVY l 1 1 NEW........... ® NEW............ 4'-10" >� ° o7`� STRUCTURE 100 AND 300 DO NOT _i_L .;_ ______� _� EL. 1 2 65 M ' I 1 �_ ______ _ SKIMMER BOTTOM 6 5 4 6 a , o o HAVE BLEED DOWN ORIFICES, VARIES I EL. = 136.45 REMODELING.... ❑ EXISTING....... ❑ ' 'MIN. VARIES � „ Decking 4'- 8 5 8" 5'-3" 1 1 12 MIN. RELOCATION.... ❑ NEW SHELL ONLY • ❑ Lifting Loop �, o Q , , • 0 0.5� of Edges To 3/4" Ra ' Tool Edges To 3/4" Radiu ---i 1 ---J 1 y D I ~- CIRCULAR ORIFICE SEE DTL 3 THIS I I Eye Bolt � , ° " " I I L. = 1 .60 SHEET " 1 I ��,� �� OTHERS........ ❑ See Index 201 x 23 x14 , 24 ' ' POND BOTTOM EL. = 133.0 18' 12 c> 12 0 �, PVC CAP WITH SPECIFIED E.R.C.P.I I R.C.P.I (� ORIFICE DIAMETER N CD �, .y (SEE TABLE, THIS -SHEET) ---1 f-I.E. 130.7 I----I.E. 132.151 -n,c , 1 1 1 I.E. 131.15 1---------- 2" 2" ® 5,-0„ 8„ n � o I I " �� E a I I 129.0 --------- 2" 2" 2 N 2" I 2t, c o I.E. 128.0 ' - 3, MODIFIED TYPE "E" INLET ' IL 'U-) SECTION A -A IL 4 ars 12 trs 2" Ct v MODIFIED TYPE "G" INLET a 3 CS-300 � "' C,a M N SECTION A A (RETENTION POND 2) if I r °O CS-200 SECTION AA #4 Bars @ 12" Ctrs. SECTION BB (RETENTION POND 1) ORIFICE ANIT-GLOG DEVICE DETAIL NOTES FOR CS 200 AND CS 300: 1. SKIMMER SHALL BE MADE FROM FIBERGLASS N.T.S. REINFORCED THERMOSETTING RESIN WITH A 40% FIBERGLASS CONTENT AS CONTROL STRUCTURES - MODIFIED TYPE "G" AND AS SUPPLIED BY ENVIRONMENTAL CQMPOSITIES,INC. TYPE "G" INLET W/ STEEL GRATE. 1 "E" DITCH BOTTOM INLETS OR APPROVED EQUAL. 5 C-15 C-t3N.T.S. 2. ALL BOLTS SHALL BE A GALVANIZED STEEL MATERIAL. FOR BIDDING ONLY ISSUED FOR TWO REQUIRED PER INLET r 4'-3" 0. to 0. NOT FOR CONSTRUCTION CONSTRUCTION GENERAL NOTES 5" Steel Grate Main Bars 5" x 1/4" 1. This inlet is designed for swales, ditches, or other areas subject to Intermediate Bars1 1/2" x 1/4" Reticuline Bars 1 1/4" x 3/16" heavy wheel loads, minimum debris and subject to pedestrian and/or Steel Grate : Manufactured By Borden, Florida Steel, U.S. Foundry bicycle traffic. Irving, Reliance, Greulich (Or Equal). 2. When alternate "G" grate is specified in plans, the grate is to be hot dipped L 5 x 3 x 5/16"-_4, galvanized after fabrication. 3. Reinforcing - No. 4 bars at 12" ctrs. both ways. Cut or bend bars out of way of pipe to clear pipe 1 1/2". 4. All exposed edges and corners shall be tooled to 1/4" radius. Refer To Index No. 231 5. Recomended maximum pipe sizes shown are for concrete pipe. For Weld Details And Sections ti 3" 16 Inlet ._ » 24' v (U 1 NooN 1 I/ cv :� co 00 (n00 d 4'-3" 0. to 0. Intermediate Bars i 5" 5" 5" 5" 3" 3" Main Bars L' Bar 4"x 1zz 5" 16 STEEL GRATE (5 Required) T T -T Inlet 4 � It 7;_ O O "� d * I -24"14 ' � O `�L N 2 OPTIONAL BAR SPACING ')'-I 1" Or 4 - 4'-3" 2'-1 2'- 2'-lz" A 4'-3" 5'-4" 8" 2'-11" 8" Inlet Elevation As Shown 6" , 4'-4" g" Inlet On Plans 4'-3" C, I Steel Grating, See Detail C a PLAN TYPE E o �' Approx. Weight 465 Lbs. N U. z CAST IRON GRATES x . v `-` 3'-4" c n> to - " n, � �• 4 -4 " NO. DATE BY DESCRIPTION CONST. 3/4 REVISIONS to CERTIFICATION AND SEAL t0 N \ Eye Bolts See Index 201 o ® I HEREBY CERTIFY THAT o- o v a THIS PLAN AND SPECIFI- #4 Bars N m m MEAORNUNDERWAS PMY r)IREC REPARED BY 8" 6'-Olt 8" m 0 8" 3'-6" Or 4'-0" 8" u 12 Ctrs. x `� 0 N / SUPERVISION AND THAT I (Unless Otherwise R (Unless 1n AM A DULY REGISTERED !1 Shown In Plans) Otherwise o C, SECTION UNDERECT THEOLAWS OFEER THE c"Shown In TYPE E N E c TYPE E Straight / Strai Bars 2"x 3 16" STATE OF FLORIDA n m Plans '- 9 " AS SIGNIFIED BY MY HAND Recommended Maximum Pipe Size: Reticuline Bars 1 1/"4' x 3/16 AND SEAL. �5 - - 3'-O" Wall-24" Pipe Bands 1 1/2" x 1 i= 4'-6" Wall-42" Pipe Approx. Weight 215 Lbs. N 3 2" Clear PROJECT NAME 2" Clear INLET E STEEL GRATES Es OLYMPIA PUD FINAL SUBDIVISION PLAN v m ' - N A NOTE:. Alt. B Structure Bottom Only. See Index No. 200 °O • (For Pipes 30" Dia. And Larger) NOTICE: Steel Grates Are Required SEC OF SILVER STAR RD & CLARKE ROAD On Inlets With Traversable Slots OCOEE, FLORIDA And On Inlets where Bicycle Traffic INLET WITH STRUCTURE BOTTOM PLAN SECTION BB Recomended Maximum Pipe Size: SECTION AA Is Anticipated. DRAWING TITLE 2-11 Wall - 24 Size STORM WATER DETAILS 4'-0" Wall - 36" Size DATE MARCH 99' STORE NO. DRAWING NO. 0 TYPE "V" GUTTER INLET (FDOT INDEX No. 221) C28 TYPE E INLET LE. DRAWN SLV S A AS NOTED C BY: C 1 RELEASED TO REVIEWED BMB CONSTRUCTION BY: OF 19 DWGS. 4 -0 Or 2 -11 _ 2" 2" J+ In - cn 5 I~ 0 16 iv 6" 1 6" Eye Bolt B B See Index 201 c° o o �n c 8 4'-0" 8' 3/4" ao 3�� 5 Grate C- - 2" Cl. OLYMPIA TRACT LINE RETENTION POND 1 W DEVELOPMENT GROUP, INC. TRACT LINE ! '�-- TRACT LINE DUNEDIN,KFLORIDA 39EENEROAD 8 - " x 2 " x 4 ' TELEPHONE: (727) 736-8622 6"I CURB RETENTION POND 2 TYPE 'FI CURB Anchor Bales With 22 5' iSll)EWALK CITY OF OCOEE 100 YR 5' LANSCAPE BUFFER PROPERTY LINE Stakes Per Bale. FAX: (727)733-0224 DHW = 136.93 (SJRWMD) ( 1 6.70 136.15 5' LANDSCAPE BUFFER TOULOUMIS, TOULOUMIS & ASSOCIATES -r- 8 MAINTENANCE BERM 8 MAINTENANCE BERM 135.65 ® ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 5' LANDSCAPE BUFFER EXISTING GRADE 5 SIDEWALK 5 LANDSCAPE BUFFER 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 � TELEPHONE: (727)736-8622 FAX: (727)733-0224 28' B � 20• � DITCH BOTTOM INLET ' 138.00 � � TYPE 8 135.0 SOD POND SIDE SLOPES (TYP.) "F" CURB 136.2 ' t34s ---- ----- __ __-_-----/ �------------------ ------------------- --- ------ 5' SIDEWALK 3' -- 1' MIN. SEED BOTTOM 138.00 VARIES S� ��; 5300 WEST CYPRESS STREET 137.00 (3' MIN.) 127.0 127.0 �� " " SUITE 300 ___ 10 LANDSCAPE Post (Options: 2 x 4 Or TAMPA, FLORIDA 33607 24" RCP ' BUFFER 5' SIDEWALKJ 2 1/2" Min. Dia. Wood: Steel 0 Ph. (813) 877-7275 10 Optional Post Positions 133.00 1.33 Lbs/Ft. Min.) -�+ 20"i Principle Post Position rii$l 28 120.0 120.0 5 MAINTENACE BERM I 6.4' MAINTENANCE POND BOTTOM (in Conformance 20' Toward Flow) 6 Max. I /� Filter Fabric In PROJECT TYPE a n..e nrI u,n hnvn RFPM MATCH EXISTING GRADE / Conformance With -do y, �- IV xIu aurvlr `I Ir.j INV. = 132.0 -- I t ®PROPERTY .LINE - o _ , Sec. 985 FOOT Spec.) Fabric DRAWINGS/SPECIFICATIONS BY: 275f o N woo f\ Stylt Flowfilter ❑ WALGREENS CONSULTANT Ir - v PNLANDLORD'S AINULUKU b GUINJULIANI C39 SECTION ELEVATION SECTION STRUCTION WORK,UNLESS NOTED OTHERWISE,BY: N.T.S. Note:, Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). ALGREENS' CONTRACTOR TYPE III SILT FENCE CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING c58 SECTION Anchor Boles With 2 - 2" x 2" x 4' N.T.S. of Stakes Per Bale. RETENTION POND 1 EXISTING R/W LINE .-� L` • •t • NEW........... NEW........ • REMODELING.... ❑ EXISTING....... ❑ I 1 • ' a .�•- 0' On Centers • PROPOSED R/W LINE I As Required L/ Typ ) Bales To Butt Flo RELOCATION.... NEW SHELL ONLY . ❑ PROPERTY LINE ( q ❑ • OTHERS........ ❑ 5' MAINTENANCE BERM 10' LANSCAPE BUFFER I t• . I• 6.4' MAINTENANCE BERM : I PLAN PLAN CITY OF OCOEE 100 YR MATCH EX. GRADE • 32.9 (SJRWMD) EXISTING GRADE I Anchor Bales With 2 - 2" x 2" x 4' Loose Soil Placed By Shovel And Lightly DHW = 19 NWL = 19.0 (SJRWMD) 31.4' I Stakes Per Bale. Compacted Along The Upstream Edge Of Boles. RETENTION POND 2 5' LANDSCAPE BUFFER , 134.8 L Overlap Ends --------- ----- j 6 in 5' SIDEWALK --'---- __---- -- ------------------------------ 134.8 134.0 t34g Fill Slope Fill Slope. 138.00 j � 8' MAINTENANCE BERM 138.1 134.0 ELEVATION ELEVATION 127.0 t 29.0 9' 127.0 TO BE NATURAL SED AT SELECTED SITES GROUND SLOPES TOWARD THEE THE TO BE USED AT SELECTED SITES WHERE H TOE OF SLOPE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE POND BOTTOM t38.00 TOB t2o.o 120.0 BARRIERS FOR FILL SLOPES 137.00 133.00 1 BALED HAY OR STRAW BARRIERS C-8 C68 SECTION AND SILT FENCES (F. D.,O.T.) INDEX No. 10 SECTION2) G N.T.S. N.T.S. N.T.S. GENERAL NOTES I Inlet Fillet Each Back Corner (Inlet Top Type 6 1. The finished grade and slope of the Inlet tops are to conform with the finished cross � N Required When Round r Symmetrical About 1) slope and grade of the proposed: sidewalk and/or parkway. FOR BIDDING ONLY ISSUED FOR 2'-0' 1'-6' 1 Bottom Or Riser ed 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius No. 5 Bars I and, where necessary, modify the inlet details accordingly. Bend steel when necessary. O NOT FOR CONSTRUCTION CONSTRUCTION @ 5' Ctrs. Q 12' A Epoxy -Sand Gr t 6' 6' 6' No. 4 Top Bars 7 " Each Sid 4'-0 � o. to o. Of Frame (Provide Horiz. 'I'�lr� No. 4 Bottom Ba s #4 @ 6' o.c,(�� P 3. All reinforcing steel shell have minimum cover unless otherwise shown. Inlet tops shall O 3'-li' o. to o. Of Cover , Hook On Throat 6' 6` • 6' Sloe To Match A acent Curb With 2' To Radius #5 @ 5' o.c I p „ j ,p - , � be either cast -in -place or precast concrete. O �,-- (- - - - - - - - -� End Of Top B �-`I l And A Bottom C amfe Dr Radius 6' c I ' " Normal 6' Or 9' - , t I 4. Precasting of this Inlet top will be permitted. Precast units shall conform to the dimensions O e j, r � ^ 'v Gutter B a B shown or in accordance with approved shop drawings. Request for shop drawing approval O 2" o QF cove ___� -� Line � ! t shall be directed to the State Drainage Engineer. O I - � i g , o '�O - -'- - - 5. Concrete meeting the requirements of A.S.T.M. C 478 C4,000 P.S.I.> may be used in lieu I I f - - -.. [ 6 x3 +' I Zo i I ! ih I Inlet In " (-! t I j of Class ^- concrete for precast units, manufactured In plants which are under the Standard L--------- L 3121 1 o i. 8 '" t I I i +D Operating Procedures for the inspection of precast drainage products. �N------------------- ( 1 t ° ----- --- - 6. The corner fillets shown for rectangular throats are necessary onlywhen throats are to be TOP VIEW I PL No. 4 Bars I 11 �______ _ t g. Y I I Ancho --� -' used in conjunction with circular inlet bottoms or when used on skew with rectangular g Ancho °Q s o @ 6' Ctrs. P I I a ti _�- Corner Fillet (See Note 6.> A I Inlet boxes. Epoxy-Sand out and a' -See DetalU Z A x m -1 3' 1 1 5'-0' ��6'I• 3'-6' _ 6"1 3' 7. For Inlet bottoms see Index No. 200. Gromme s i " No. 4 @ 6' Ctrs. Horiz. r 8. These Inlet tops are designed for use with standard curb and gutter Type E and Type F. HALF SECTION DD �IZO _t_ 10'-6' SECTION EE rn c Chamfe Locate outside of pedestrian crosswalk where practical. SECTION NN 0 6• o. 4 Diag. Bars 3�_6• 6' No. 4 @ 8 Ctrs. Vert. a TOP VIEW 9. See Index 201 for supplemental details. GROUTING DETAILS a3 Inlet Box Or RlseLj�I CAST IRON COVER 10, All steel used for frame and cover shalt meet, requirements of ASTM A-36. <Steel Cover Shown) F"M To Be Paid ForLimits Of Inlet Construction To Be Paid For 11. Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 SECTION AA As Curb & Gutter As Curb & Gutter castings in accordance with ASTM A-48. , F.L. Of Gutter,4f---`-----"-'� 12. When Alternate 'G' Cover Is specifled In plans either the cast Iron cover t 4'-01' o. to Co.Of Frame _ zo 0 10' Epoxy -Sand Gro t r,-- I V-6' ! and galvanized steel frame or the the galvanized steel cover and frame must Each Sid }'� col4er --._.._ - -__-I i be used. Covers are to be grouted In accordance with the grouting detalt 3'-11 o. to Co. Of Cover I � �o o 0 shown on sheet 2 of 2, In lieu of tack welding. g r------''/ 1'' o L6 x3i II 13. Inlet to be paid for under the contract unit price for Inlets <Curb) (Type >, L4131 I ( `0� Each. j� � Cove � I I 3'-0' 8'-0' 2'-6' 3'-0' '.\„ Gutter Transi ion Gutter Transi ion PL I I SECTION BB `-"""'- -------- --------------- -- --- NO. DATE BY DESCRIPTION CONST. <Curb Inlet Top Type 6 Symmetrical With Left Half) l-TOP - An 6 x3 REVISIONS TOP VIEW i INLET TYPE 5 g• Ancho Y-3' • 9' Epoxy -Sand Gr t 4' 1 cSee Detain CERTIFICATION AND SEAL 1� Gromme _ .-''�( HALF SECTION DD SECTION EE 6' No. 4 Top Bars l No. 5 Bars 5' No. 4 Bottom Bars Intermediate B s @ 5' Ctr I STEEL COVER (Discontinued When _ SECTION MM I HEREBY CERTIFY THAT Space Between Adjacent I GROUTING DETAILS THIS PLAN AND SPECIFI- ME OR UNDER MY DIRECT Longitudinal Close r \ „ a' CATION WAS PREPARED BY SECTION PP �\ I- 8 -i �' l� SUPERVISION AND THAT I 1 AM A DULY REGISTERED ./ ARCHITECT OR ENGINEER 1' V-6`UNDER THE Bark 12 1 ' 4 P' STATE OF FLORIDAOF THE -- 0 - - T- AS SIGNIFIED BY MY HAND l2�•17i I u• cu.'J�r1='1 AND SEAL. 0D TOP MODIFICATION FOR TYPE E CURB Theo. Gutt . 2 es Grad S SECTION GG ECTION XX 100 3'-11' PROJECT NAME PL' ------------------------------- T -T �- _- OLYM P I A_ P U D FINAL SUBDIVISION PLAN �� OO000000 ' G G _ �----- ---------- -----------'_--__--� r -_----- „ �� o 0 0 0 0 0 0 :,� ' , __----- 1A o SEC OF SILVER STAR RD & CLARKE ROAD C3 Non -Skid Floor Pt I SECTION QQOOOOOOOr , d ., I r------------------------- -; OCOEE, FLORIDA w t�0000000,� X I I X y vWi F_____________________________________� W LI-J'Pickhotes-- "o I� DRAWING TITLE r• • bH • . STORM WATER DETAILS TOP VIEW TOP VIEW Y-J _ TOP VIEW Anchor SKETCHS SHOWING FRAME SEAT AND THROAT RECESS FRAME ANCHOR DETAIL DATE MARCH 99' STORE NO. DRAWING N0. DRAWN SLV SCALE: N.T.S. 14 TYPE 5 INLET (FDOT INDEX #211) BY: C 2 RELEASED TO N.T.S. REVIEWED BMB CONSTRUCTION BY: OF 19 DWGS. 6" AMES MODEL #3000 SS DDCA GATE VALVE GATE VALVE THREADED NIPPLE (TYP.) 90' BEND (2 REQUIRED) SUPPORT (3" AND LARGER) (2 REQUIRED) M FINAL GRADE aN- �-18" WIDE BY 6" THICK FROM PAD UNDER ENTIRE ASSEMBLY WITH #4 BAR MAIN 12" ON CENTER EACH WAY NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 4 6" AIMES MODEL #3000 SS DDCA NTS HOSE NOZZLE 24" SQUARE OR ROUND AND 6 THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2 - #4 AT 9" O.C. ALL AROUND -� COMPACTED BACKFILL - SEE NOTE 2 HYDRANT OPERATING NUT Ac P n'n - VALVE COLLAR (SEE DETAIL) M J HYDRANT ANCHORING TEE LA L- 6" BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) .0"0•0• .0 . °O.p°oop 00p .p"o.p "O•"", 0000°O'0c0•000 00•000•0°0•0° 00 00.0°D o 0.000.000. ° •o ° 8 o O. p o 0. 0° .. . p o °O.o°C .0 0 .o°o.p00.p°o. °• ' 0 'O • o O• o .0 "� �•O° •.0°O.p°O.p°O.cc �.000,0•0 •0�0•c ,000.0000000000� 7.000.000.000 00 6 a a0.000.000•po0-c ,00.000•00^•o°000 7. 0 0 00 p 0 00p° O. p° O. ," 0. 0" O. O 0. 0-0. p O.0-00 o 7. p° 0.0 0. 0 0 0. 0° O. p° O. p 0 0. 0 0 0. 0 .. 0 0. 0 00 o a 0• 0 c 0 0° 0• 0 0„ 0„ o„ 0- SECTION A -A a J NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. FIRE HYDRANT ASSEMBLY DETAIL N.T.S. 00 Lo cn c co 0 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -\ CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE - - ONDVALVESHALORREPIPE WATER CENTERED ON MAIN OPERATING NUT •0 o.0°0 0 0. p 0 0. p .0001o0°o 0 Co. p„o.o .000.000. p •o o.o o•o c 00.000.000.0 . O° 0. 0 0 0. p° O , o. o° o. o 0 0. 0 0 0. 0 0 . p 00 . p 0 0.000.0 O. p° O. p° 00 . 0 00 . 0 00 . 0 00 . .0 a 0.0 0 0. 0° 0.0 0 ' O. 0° O. a O- p 00 p° 0.0 0 O. . 0 °O ♦ 0 00 . 0 0-00 00.0 °0.0 0 0 0.0 0 0.0 0 0. 0 0 0. .0 °0.0 00.0 °0.0 0 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE 'EXTENDED TO .COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. 4 GATE VALVE AND BOX DETAIL, N.T.S. PIPE SIZE (INCHES) 90 BEND (SQ FT) 45 BEND (SQ FT) 22-1/2 BEND (SQ Fi) TEE & PLUG (SQ FT) DESIGN PRESS (PSI) 4 1.3 .72 .36 1.0 150 6 3.0 1.6 .83 2.1 150 8 5.3 2.9 1.5 3.8 150 10 8.3 4.5 2.3 5.9 150 12 12.0 6.5 3.3 8.5 150 NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF 20M LOS. PER SO. FT. SOIL RESTRAINT (1,5DO MIN) BEARING. CONCRETE MIN, 25DO P.S.I. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP-) AREA'FOR PLUG - ACA FOP TEE CROSS W,LPLUG CROSS W/ TWO PLUGS TEE WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.)------ CONCRETE THRUST BLOCK (TYR) 0/2 OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 WOOD BLOCKING FAX: (727)733-0224 (TYP.) AREA FOR TOULOUMIS, TOULOUMIS & ASSOCIATES PLUG ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 AREA FOR TE EAREA FOR EDGE OF PLUG TRENCH TEE W/ WYE END PLUG BENDS NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN FOR BEND OFFSET (AS REO'D) DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND EDGE OF CROSSCUT TO UNDISTURBED MATERIAL, 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, UNDISTURBED SOIL (TYP.) JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. TRENCH WIDTH \ = 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF N THRUST BLOCKS, AS REQUIRED, 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS THRUST REQUIRED, TO SUITE THE SPECIFIC FITTING ARRANGEMENT. 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE FITTING THRUST BLOCK PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT MIN AREA (SQ. FT.) SUITABLE AND/OR SOIL RES ST i ANCE BEARING IS LESS CONCRETE THAN 1500 PSF. THRUST BLOCK 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. TYPICAL SECTION 1 THRUST BLOCK D ETAI L NT4 00 z DOUBLE METER BOX '"� "'`�• '''' 4 BARS ALL AROUND ;.•: . (18" x 24" MIN.) �'� MIN. 2" CLEARANCE 00 AROUND PIPE.) 6" MIN. (TYP.) FINISHED GRADE A -� TIE RODS INCLUDING ✓�\ /\ NUTS AND WASHERS 2 CAP /, (SEE SCHEDULE BELOW) Y\/ y BEARING PLATE'/ MECHANICAL 2" GATE VALVE �� \�;\ (TYP.) --I MECHANICAL (s" MIN.) JOINTS \� #4 BARS y(i\� 71 =AP- 2" 90° BEN \\i o.p ° ° ° ° \\% UNDISTURBED .o o.o o.o o•o o. �... EARTH o. o o. o o. o o. p o. o o• o \//. \//. \/ /. \//. \//, \//,\//.\//. \ \• 0.0 °0.000 . o °o p O p O p D p °O . p °O. p °O . p °O . p °O . pENCASE TIE RODS D (4'-0" MIN. SEE TRENCH DETAILS °• °. °. °'o°o'o°o'o°°'oo°'o°0'0°0'0°°'o 00 O°O•6" IN 1-1/2" PVC SLEEVE -3" COVER FOR PIPE BEDDING '. O.p°p°O.p°O. p°O.p°O.p°O•p°O.O.p°O.p°O.p°O.p°O.p°O.p°p°Q.o O.p°O REQUIREMENTS 0006000000O.000.0000000.000.000.p 00000►0°0.0°0.0°0.0°000°0*000.o°o p°O.o° 0..00.000.000.000.000.000. o NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH 2" 900 BEND FOR CONCRETE SHALL BE 2500 PSI. 3. BEDDING, BACKFILL, AND COMPACTION RESTRAINED JOINT 6" BEDDING ROCK SHALL BE AS SPECIFIED ELSEWHERE WATER MAIN IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED NOTES: PRIOR TO BACKFILL. 1) ALL 2" PIPE AND FITTINGS 5. NO ALLOWANCE SHALL BE MADE FOR SHALL BE SCHEDULE 40 FRICTION BETWEEN THE PIPE WALL GALVANIZED STEEL OR BRASS AND THE THRUST COLLAR. WITH THREADED (NPT) JOINTS. 6. DESIGN PRESSURE: 150 P.S.I.* TAPPED CAP WATER MAIN THRUST COLLAR DETAIL E 5 B LOWO F F VALVE DETAIL. N.T.S. N.T.S. CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE POLYETHYLENE TUBING ,--� 30 - 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE: UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS N.T.S. 5300 WEST CYPRESS STREET SUITE 300 •TAMPA, FLORIDA 33607 Ph. (813) 877-7275 SCHUN h JDiNIpAN, INC. kDRTAWING'S/SPECIFICATIONS PROJECT TYPE BY: GREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: WALGREENS'CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑RELOCATION.... ❑ NEW SHELL ONLY . ❑OTHERS........ ❑ FOR DDING ONLY ISSUED FOR NOT ORICONSTRUCTION CONSTRUCTION NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE WATER DETAILS DATE MARCH 99' STORE NO. DRAWING NO. DRAWN SLV SCALE: N.T.S.BY: 1 5 RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. DLYMPIA TRENCH WIDTH VARIES TROWEL -FINISHED CONCRETE BENCHING DEVELOPMENT GROUP, INC. 1060 KEENE ROAD W/ SIZE OF PIPE CROWN TRENCH IN SET TOP OF VALVE BOX DUNEDIN, FLORIDA 34698 MLEPHONE 7,36-8622 UNIMPROVED AREAS 3" MIN.) CONCRETE BASE SEE MANHOLE TO FINISHED GRADE (�2(727) FAX, 13-0224 7)7, TOULOUMIS, TOULOUMIS & ASSOCIATES ]SEE NOTE 8) FINISHED GRADE CONNECTION DETAILS 6` REINFORCED CONCRETE FINISHED GRADE COLLAR IN UNPAVED AREAS ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX:(727)733-0224 X? /N N-v, C14 5300 WEST CYPRESS STREET u LLJ MANHOLE FRAME & COVER —ADJUSTABLE CAST IRON VALVE BOX SUITE 300 • TAMPA, FLORIDA 33607 m CD X (SEE STANDARD DETAIL) SET COVERS FLUSH IN SEE NOTE 1 Ph. (813) 877-7275 POST, MW. SCHUH & JUMNICAN, INC. /�`/ SEE NOTE 4 cn PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIIONS SHOWN IN BOX SHALL REST ON PROJECT TYPE COMMON FILL PIPE 0 . D. UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-6" MIN. BEDDING ROCK NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE 1 DRAWINGS/SPECIFICATIONS BY: c"I I �3 WASTEWATER X Y-O" MAX. 5" 2l-O" Fx FORCE MAIN — CENTERED ON [:1 WALGREENS' CONSULTANT 121, (TYPI c) INSIDE WALL— OUTSIDE WALL PRE 0.0 OPERATING NUT 0 LANDLORD'S CONSULTANT SELECT COMMON -PRIMED EPDXY COAL TAR COATINGS Or JOINT SURFACES PER SPECIFICATIONS '*I Ile 4'-0" 5" MIN* PRE 0 ..a ..a 00000. *0 0 0009000.0 ot ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: Z6 FILL Lu m PRE -PRIMED -MOLDED JOINT SURFACES PLASTIC JOINT A _ES SEALER WITH PR OTEC 'VE 000#0 0 0 000 0 0 . 0 0 . a 0 a 00 . R WALGREENS' CONTRACTOR ❑G UNDISTURBED EARTH 0 0- LU W O� U) WRAPPER so WRAPPER TO BENCHING PER SPECIFICATIONS- D C) VrRPEP cc 000#0*04 o.-c'o 7.0,0.0,0 • 0-000#00000 0.0 0.0 3,0000.000 D.C- .0. 000.000 - 0.0-000 .000 . LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING (SEE NOTE 3) OVED) > 7#000-0000000.0*0. 0-.000-.000.000. .1.00 3.0.0 00-000-0 00-00 . 0 0 a o 0-0 , 0 & a " X/ 6" SQUEEZE -OUT JOINT REINFORCEMENT AND JOINT _M"I N. 7 0 0 0 # 0 0 # 0 0 # 0 0 - 0 0 0 0 0 # a 0 000 0 0 . 0 0 3, 060 0*000.0 0.0,0. 0 00 0 0 . 0 6 a. 0 . c -0 00 00 00 a NOTES: DETAIL TO BE DESIGNED BY COMPLETED THE ENGINEER AND UT SQUEEZE 8- MIN. SQUEEZE-0 __\i 7.. .00. 0.0 0 . 0 . C, . 0 . 0 . 0 . 0 NEW... ........ m NEW ............ 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE APPROVED BY THE 910 9" f CITY T_ _T 6" BEDDING ROCK REMODELING.... F❑1 EXISTING....... El MAXIMUM DENSITY AS PER AASHTO T-180. RELOCATION.... 1771 NEW SHELL ONLY . F 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE BEDDING ROCK 2" MIN. OTHERS........ 1771 MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN CAST -IN -PLACE PRECAST MONOLITHIC ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE CONCRETE BASE BASE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER, 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. NOTES: NOTES: 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 1. MANHOLE SHOWN IS FOR SEWER SIZE 8"'THRU 24-, SEE SECTION 20.4.3 OF THE 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. DIRECTION OF THE FLOW. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. IN EXCAVATIONS. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL PRECAST CONCRETE MANHOLE PLAN AND SECTION PLUG VALVE AND BOX DETAIL N.T.S. N.T.S. N.T.S. TEE PRECAST FOR BIDDING ONLY ISSUED FOR MANHOLE VARIES VARIES NOT FOR CONSTRUCTION CONSTRUCTION +: WALL INFLUENT SEWER WYE WITH (SEE NOTE 3) 6" BRANCH SEWER MAIN CONCRETE ENCASEMENT CN 6f? 450 Ld SIZE VARIES CLEAN —OUT 6 OF VERTICAL PIPE UJ ry (00 BEND (TYP.) DROP PIPE :21 WYE WITH SEE NOTE 1 E 6" BRANCH P: (SEE NOTE 1 INLET CONNECTION AS REQUIRED -900 BEND WYE WITH CLEAN -OUT I- REMOVABLE 6" 450 612 SEE NOTE T71 PLUG BEND BRANCH 21) Ljj LOT y LINE DOUBLE PRECAST WYE STANDARD DROP DETAIL' MANHOLE cr_ WALL PLAN TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP FINISHED GRADE (SEE NOTE 2) SLOPE TO TERMINAL DEPTH AT cr_ rl 1.0% MIN. PRECAST NO. DATE BY DESCRIPTION CONST, MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER REVISIONS PIPE �AND LARGER TERMINAL DEPTH 300 (TYP.) SPRING LINE CERTIFICATION AND SEAL AS REQUIRED OR (SEE NOTE 3) SEWER MAIN STAINLESS STEEL PVC OR "HOUSE" SERVICE BAND DIP (3' MIN.)(TYP.) I HEREBY CERTIFY THAT STAINLESS STEEL SINGLE DOUBLE THIS PLAN AND SPECIFI- CATION WAS PREPARED BY PIPE CLAMP RESILIENT CONNECTOR LATERAL LATERAL ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE PROFILE STATE OF FLORIDA STANDARD PRECAST MANHOLE AS SIGNIFIED BY MY HAND PIPE CONNECTION AND SEAL, NOTES: NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER PROJECT NAME 1 DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS IN ACCORDANCE WITH STANDARD PLUMBING CODE. THE INFLUENT SEWER. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, OLYMPIA PUD FINAL SUBDIVISION PLAN 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS 25' MAXIMUM. ■ FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN SEC OF SILVER STAR RD & CLARKE ROAD 3. AN OUTSIDE DROP CONNECTION SHALL BELOW SPRING LINE. OCOEE, FLORIDA BE REQUIRED FOR ALL INFLUENT DRAWING TITLE LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. SANITARY SEWER DETAILS DATE MARCH 99' STORE NO. DRAWING NO. MANHOLE CONNECTION DETAILS SERVICE LATERAL DETAIL BRAWN SLV BDY: SCALE: N.T.S. C-1 6 N.T.S. N.T.S. RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. 4" OF BEDDING ROCK WITH LIMITS OF SITE TO BE POLYETHYLENE FILM LINER DEDICATED TO CITY OF OCOEE UNDER ROCK LIMITS OF UTILITY EASEMENT CONTROL PANEL 5' MIN. (SEE DETAILS) BLACK VINYL COATED CHAIN LINK FENCE, RAILS AND POSTS PER 1" WATER SECTION 22.3.10 AND 6" TO 46.8 OF THE MANUAL 12"�If MAIN AND WATER BIB _ VALVE VAULT Fz��C® WET WELL K� //® 5' (MIN.) 1" REDUCED 5' PRESSURE MIN. z 10' WIDE BACKFLOW ASPHALT PREVENTER 16® CONCRETE AMES 4000 SS (OR APPROVED EQUAL) R/W� _ WATER METER 2 - 6' SWING GATE C/L- PUBLIC R/W �W A THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL, GENERAL NOTES: 1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND OUT. (TWO COATS, 9 MILS EACH.) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT, SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK_ GROUT. 7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL, 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE CITY. 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: MANUFACTURER: BARNES; MODEL: 4SEU; IMP: 2-VAIN ; DIA: 6.5"; MM, SPEED: 3450 RPM; DISCHARGE SIZE: 4 IN.; VOLTAGE: 230/575; HZ.: 60; PHASE: 3; H.P.: 15; MIN. SOLID SIZE: 2-3/8 IN.; CURVE: N/A. MANUFACTURER: BARNES; MODEL: 4SEU; IMP: 2-VAIN ; DIA: 6.5"; MM, SPEED: 3450 RPM; DISCHARGE SIZE: 4 IN.; VOLTAGE: 230/575; HZ.. 60; PHASE: 3; H.P.: 15; MIN. SOLID SIZE: 2-3/8 IN.; CURVE: N/A. 11. OPERATING CONDITIONS SHALL BE 125 GPM AT 115 FEET TDH. 12. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 13. CONTRACTOR MAY INSTALL A "P" TRAP BETWEEN THE VALVE VAULT AND WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN. 14. CABLE HOLDER SHALL. BE ON THE SAME SIDE OF WET WELL AS CONTROL PANEL. PUMPING STATIONS DIMENSIONS ELEV. AT CQNST. DIM A 8" MIN. DIM B 6'-0" MIN. DIM C DIM D DIM E DIM F DIM G DIM H 6'-0" MIN. DIM J DIM K 4'-8" MIN. ELEV T 119.50 ELEV U 121.50 ELEV V 123.40 ELEV W 123.90 ELEV X 124.40 ELEV Y 138.25 ELEV Z 124.90 * PER PUMP MANUFACTURERS REQUIREMENT 3 4 NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY. DUPLEX CONTROL SCHEMATIC ABBREV. I ITEM DESCRIPTION AH I ALARM HORN AL I ALARM LIGHT ASB ALTERNATOR TEST SWITCH CCB CONTROL CIRCUIT BREAKER CCT CONTROL CIRCUIT TRANSFORMER DR DUPLEX RECEPTACLE 7 G.F.I. ORB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUIT BREAKER EfM ELAPSE TIME METER F FUSE FIL I FLASHER FR FLOAT REGULATOR G GROUND GR GENERATOR RECEPTACLE HOA HAND -OFF -AUTO -SELECTOR HSS HORN SILENCE SWITCH LA LIGHTNING ARRESTER MB MOTOR BREAKER CB MAIN CIRCUIT BREAKER CT MAIN CIRCUIT TRANSFORMER MOISTURE AND TEMPERATURE FAILURE LIGHT S bN MOTOR STARTER N TRA OVERLOAD HEATER POWER AVAILABLE LIGHT 3 RE UIRE 1 EACH PHASEAA PUMP AUTOMATIC ALTERNATOR PL PILOT LIGHT PM PHASE MONITOR R RELAY RE RESTS OR RL RUN INDICATOR RTS REGULATOR TERMINAL RIP TS I TERMINAL STRIP TTS I THERMAL TERMINAL STRIP AD AUTO DIALER NUTE: PUMP STATION CONTROL PANEL LEGEND 8" H MIN. 18 L.F. D.I. 2' MIN i �v f7- ... OUTLINE OF ACCESS OPENING CABLE HOLDER 4" D.I. VENT WITH VENT CAP ALUMINUM ACCESS HATCH W/ LOCKSET AND RECESSED HANDLE. -1 POWER CABLE 2" DIA. SCH. 40 STAINLESS STEEL PIPE MIN. 3/8" HEAVY DUTY A STAINLESS STEEL LIFTING CHAIN. 0 SHOWN ROTATED 90 DEG. FOR CLARITY. �- 3" G.I. FLOOR DRAIN �- FLEXIBLE COUPLINGS G� (TY'•) F PLAN VIEW N.T.S. �.� MINE ■►�u�� r � SIB r. Ki,PRM GRAVEL -' 3"'-I / I •►'--' *6 -12 O.C. E.W. � �} JL MIN. MIN. 3/4 DIA. x 11„ STAINLESS STEEL ANCHOR BOLTS TO EXTEND SECTION VIEW 7"; INTO BASE. N.T.S. PUMP STATION DETAILS, PLANS, SECTION AND NOTES 2" 8"r, T VALVE VAULT CAPPED NIPPLE AND VALVE FOR PRESSURE GUAGE. (TYP.) PLUG VALVE EMERGENCY PUMP CONNECTION * VALVE BOX SHALL BE ENLARGED IF FLOW METER REQUIRED OR PER NOTE *4 ALUMINUM ACCESS HATCH WL LOCKSET AND. RECESSED HANDLE (SEE NOTE L (SE 0 8) Izz3" FLANGED RISER W/ BLIND FLANGE 2„ STANDARD FLANGED TEE ELEV. Y T , ,' -- - PLUG VALVE W/ LEVER OPERATOR MIN STAINLESS STEEL PRESSURE GUAGE PET COCK VALVE. DUCTILE IRON PIPE (RESTRAINED JOINT) 7" I- 2 - * 4 BARS CHECK VALVE GALVANIZED IRON 3" FLOOR DRAIN. SLOPE OUTLET PIPE 1/2" PER FOOT. SEE NOTE 13 EXIST. GRADE POWER 6' x 6' REINFORCED DISCONNECT CONCRETE. POST METER BASE WITH BY-PASS 1-1/2" MIN.FIBERGLAS MOUNTING BRACKET ENCASED IN CONCRETE HOSE BIB N N\/ INCOMING POWER - CONTROL PANEL N LINE o SWEEP ELBOWS N 25 OHM MAX. GROUND ROD (2 EACH) (10' APART) LYMPIA DEVELOPMENT GROUP, INC. _ 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 FAX: (727)733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 SEAL OFF Ph. (813) 877-7275 MOTOR CONDUCTOR j!mf CONDUIT 2" SCH.En PVC (SEE NOTE 2) PROJECT TYPE CONTROL CONDUIT DRAWINGS/SPECIFICATIONS BY: z" scH. Sa PVC ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: �\�� ❑ WALGREENS CONTRACTOR %l ��\� ■ LANDLORDS CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW. ........... REMODELING.... ❑ EXISTING....... ❑ S RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ NOTES: 1. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480 VOLT SUPPLY. 2. WHEN TWO (2) SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3". 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 4. HOSE BIB SHALL HAVE A REDUCED PRESSURE ZONE BACK FLOW PREVENTER PUMP STATION CONTROL PANEL INSTALLATION DETAIL Fol co 0. o �e FL �/+zo � n 00 Cf o LA O o a w a a 0 cm +e + No 2 0 a Q F1 us US FPA ❑ ❑ RM a+ as c Trs c 0 0 0 INTERLOCK NOTES: 1. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT SUPPLY ONLY. DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL LAYOUT 01 1 MOUNTING BRACKET ALARM LIGHT o � o 0000 GENERATOR O ®O 0 RECEPTACLE 0 0 ®®® ALARM ® ME ® Bee HORN rpm" rpm" POCKET a -•- PAD ® LOCK ®0 BRACKET DOOR STOP DOOR WITH FOR LOCK LATCH DEAD FRONT. ` Pi MOUNTING BRACKETS NOTES: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 24"W X 36"H X 10"D OR AS APPROVED BY THE CITY. 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE SHALL BE 30"W X 42"H X 10"D AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT FOR BIDDING ONLY ISSUED FOR NOT FOR CONSTRUCTION CONSTRUCTION NO. I DATE I BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED Qom_ ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. ,� L PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE PUMP STATION DETAILS DATE MARCH 99' STORE NO. DRAWING NO. DRAWN SLV SCALE: N.T.S. BY: I 1 7 RELEASED TO IC - REVIEWED CONSTRUCTION BY: BMB I OF 19 DWGS. 2" TYPE 18' PARKING 0 L_ Y M P I A S-1 ASPHALT .► DEVELOPMENT GROUP, INC. (93% OF MARSHALL MAX. DENSITY) 1060 KEENE ROAD " DUNEDIN, FLORIDA 34698 8 TELEPHONE: (727) 736-8622 8" LIMEROCK 2" 3000 PSI CONCRETE FAX (727)733-0224 BASE (98% MAX. —�- DRY DENSITY) 6" TOULOUMIS, TOULOUMIS & ASSOCIATES (100 LBR BY FM T-515) GRADES SHOWN ON PAVING, \ \ GRADING AND DRAINAGE PLAN ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 12" STABILIZED „ „ ARE IN EDGE OF PAVEMENT. 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 SUB-GRADE-FDOT TYPE B (95% /,\�/,\�/.\�/.\ /,\�/.\�/. MAX. DRY DENSITY) (LBR 40 BY FM T-515) Wall ---VARIES' 2" R 5300 WEST CYPRESS STREET SUITE 300 2" PAVEMENT SECTION TAMPA, FLORIDA- 33607 1/4 " / FT. MIN. EXPANSION JOINT C�5 Ph. (813) 877-7275 N.T.S. POST, 1XIOU , $WUH do JERNIGAN, INC. PROJECT TYPE N0. 4 LONG @ DRAWINGS SPECIFICATIONS BY: � 10' 12" LONG 2' O.C. / NEW PAVEMENT AS I 1 2' A 6' 2' SEE DETAIL A -A PER TYPICAL SECTION ❑ WALGREENS' CONSULTANT 4» CONCRETE SIDEWALK WITH ( I SHOWN ON PLAN VIEW LANDLORD'S CONSULTANT 6 x6 #10 WELDED WIRE FABRIC I p r ° ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: 2 X 10 (TYP.) —T EXTRUDED CURB DETAIL ❑ C_5 WALGREENS' CONTRACTOR 2� YP.) NOTES E ° N.T.S. � LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) 5' (MIN.) STORE BUILDING 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. MARKINGS AT 45° EXIST. EXIST. ° GROUND NEW........... ® NEW............ 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. GROUND REMODELING.... .❑ EXISTING....... ❑ 3. CONTRACTION JOINTS AT 5' INTERVALS. 4. EXPANSION JOINTS AT 30 FT. MAX. O.C. AND SHALL BE CONTINUOUS ALONG CURB. _ RELOCATION.... ❑ NEW SHELL ONLY . ❑ 4' X 4' X 8' �- �1 OTHERS........ ❑ 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2 X 6 BITUMINOUS EXPANSION STRIP. - A SECTION A— A � A- EXPANSION MINIMUM CROSS SLOPE 1/4" TO 1'-0", MAXIMUM 1/2" TO 1'-0", OR AS DIRECTED C:) BY THE ENGINEER. NOTES Std. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD 1. COLORS OF STRIPES SHALL BE WHITE AND " SPECIFICATIONS 128-9.2 RED, REFLECTORIZED WITH A MATERIAL THAT 2 X 10 BOARD co 6 Min, HAS A SMOOTH SEALED OUTER SURFACE. 2' 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS 3/8' X 6' CARRIAGE » INDICATED OTHERWISE. 2. ALL WOOD SHALL BE PRESSURE TREATED. BOLTS WITH WASHER 8 �—Q" 9. SIDEWALK TO HAVE BROOM FINISH. 3. ALL HARDWARE TO HAVE GALVANIZED COATING. 6•r AND NUT 2 10, CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 4. REFLECTIVE BUTTONS SHALL BE CONSTRUCTED 2.� 4' X 4' X 8' POST AS DETAILED IN FDOT INDEX NO. 17349 AND LOCATED WHERE SHOWN ON PLANS. DETAIL A —A *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6", unless otherwise shown on plans. C85 SIDEWALK TYPICAL SECTION 6 N.T.S. BARRICADE TYPE III DETAIL TYPE F C-5 N.T.S. GENERAL NOTES 1. For curb, gutter, curb and gutter and traffic separators provide 1/8"-1/4" contraction joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed 10' centers. FOR BIDDING ONLY ISSUED FOR 1/2 OWMA„ #9 GALV. CLIPS 2. Curbs shall be cast of 3,000 PSI concrete. NOT FOR CONSTRUCTION CONSTRUCTION 2 —0 MAX. 10'-0" TO CENTER MAX SPACING CONTFNUE 8AR TO EDGE of PAYEAIENT TOP RAIL POST CAP P TYPE 71 CURB DETAIL (FDOT INDEX NO. 300) W. � �� N.T.S. P^�'� POST STRETCHER CORNER BARS — #9 TIE WIRES CD BLACK O.C. $ BLACK VINYL T/" ROUND CENTER 'STOP'coaTEo USS BARS LINE POST CENMR OF (SEE NOTE 1) 8" N PAINT SHALL BE WHITE " TENSION WIRE PER MOT SPECIFICATIONS 2 TURNBUCKLE 6" GRADE SNME STrdPE //7N//jam///�///�/� ILO _. ►�) 2500 PSI CONCRETE -- — — THIS STRIPING CONDITION IS FOR PRIVATE ON — SITE USE ONLY. • a ry REFER TO MOT SPECIFICATIONS OR ALTERNATE '.t PAV'T DETAILS FOR ROW AND DRIVE WAY APPLICATIONS y 1 12 9 STOP BAR WITH STRIPE DETAIL c-8 NTS FENCE D ETA I L USE THIS DETAIL FOR INTERNAL PARKING AREA CIRCULATION CONTROL. GENERAL NOTES NO. DATE BY DESCRIPTION CONST. STOP BARS ADJACENT TO THE RIGHT OF WAY OR WITHIN A 1. For curb, gutter, curb and gutter and traffic separators provide REVISIONS RIGHT OF WAY SHALL MEET THE LOCAL JURISDICTIONAL 3 " ADJ. 1/8"-1/4" contraction joints at 10' centers (max.). Contraction joints CRITERIA. .,$ / FRAME GATE POST adjacent to concrete pavement on tangents and flat curves are to CERTIFICATION AND SEAL GATE POST GATE CORNER TRUSS RODSGATE ; f 9 match the pavement joints, with intermediate joints not to exceed 10' centers. ' BLACK VINYL I HEREBY CERTIFY THAT `COATED "' 2. Curbs shall be cast of 3,000 PSI concrete. THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I TYPE "M CONCRETE CURB AM A DULY REGISTERED / WHITE STRIPING 3' C35 ARCHITECT OR ENGINEER l TXXXXXIUNDER THE LAWS OF THE }/ NN M INDEX No. 300 STATE NI FLOBY ��(FDOT } AS SIGNIFIED BY MY HAND \\ 2500 P.S.I. CENTER STOP N.T.S. AND SEAL. 12 x 12 x 12 z 12"—� E 6" CONCRETE 6" -..� �•-12" p� PROJECT NAME DOUBLE SWING GATE DETAIL 1-1/2" TYPE w S-1 ASPHALT OLYMPIA PUD FINAL SUBDIVISION PLAN (93% OF MARSHALL MAX. DENSITY) ■ NOTES: SEC OF SILVER STAR RD & CLARKE ROAD 1. TRUSS BARS ARE REQUIRED FOR 2. FENCE,, RAILS AND POSTS ARE TO BE 8" LIMEROCK OCOEE, FLORIDA 12" EACH GATE SECTION AND THE BLACK VINYL. BASE (98% MAX, DRY DENSITY) DRAWING TITLE FIRST SPAN ON EACH SIDE OF (1 Oo LBR BY FM T-515) M I C S C E L L A N E O U S DETAILS THIS ACCROSS DETAIL PARKING LEADING TOCROSSWALK PEDESTRIANLACCESS DING FROM THE FROM RIGHTTUODING WAY. A CORNER POST ONLY. �� 8" STABILIZED \\��\�\��\\�\\�\\�\\�\\� SUB-GRADE-FDOT TYPE "B" 95� WALK STRIPING DETAIL PUMP STATION \ii\ii\i�\i�\i�\i�\i�\i i�\ MAX. DRY DENSITY ( ° DATE MARCH . 99' STORE NO. DRAWING NO. 10 CROSS i\ i\ i\ i\ i\ i\ i\ �\ i\ i\ i ) -5 NTS CHAIN LINK FENCE DETAIL (LBR 40 BY FM T-515) N.T.S. DRAWN SLV SCALE: N.T.S. 1 4 �� BY: I 8 e 1-1/2" PAVEMENT SECTION RELEASED TO C-5 N.T.S. REVIEWED CONSTRUCTION BMB BY: OF 19 DWGS. J 70"W" shade / anderstary tree vers TYPICAL LANDSCAPE AREA N.T.S. ee per 4 spaces TYPICAL PARKING LOT LANDSCAPING N.T.S. 8E 0 rL shade trams F ' + 1 V1 . TYPICAL BUFFER LANDSCAPING ALONG PUBLIC STREETS N.T.S. atormrnter pond as early testar� r ■ , Isar a Ii ■M .0 0 # i i f * � *� ■ � i aP a t ■ja 600 i # • '+� TYPICAL STORMWATER FACILITY LANDSCAPING N.T.S. PLANT MATERIAL LIST Shade Trees Minimum size: three to three and one-half inch dbh, ten to twelve feet height, five-foot spread; container grown. Quercus lourifolio Lourel Oak Quercus virginiono Live Oak Magnolia grandiflora Magnolia 2. Understory/Ornamental Trees Minimum size: two to two and one-half inch dbh, eight to ten feet height, three foot spread, container grown. Eirobotrya japonica Loquat Ilex opaca 'Savannah' Savannah Holly Ilex opaca 'East Palatka' East Palatka Holly Ulmus parvifolia 'Drake' Drake Elm Multi -trunk, three to four one inch trunks minimum. Plumbago ouriculoto Cape plumbago Logerstroemia indica Crape Myrtle Ligustrum lucidum Tree Ligustrum 3. Understory,/Ornamental Trees Palms Minimum Size: height varies, minimum eight feet high. Butea Capitata Pindo palm Phoenix reclinota Senegal Dote Palm Saba! palmetto Cabbage Palm Phoenix dactylifera Date Plam Washingtonia robusto Washington Palm 4. Lawns a. All landscape areas not planted with shrubs and groundcovers, mulched or left in a natural vegetative state shall be sodded with St. Augustine "Floratom" solid sod. b. The sod shall be in good condition, free of weeds, 2 inches in thickness and planted within 24• hours of arrival to the site. The planting method shall avoid continuous running sod joints. All areas where a solid joint is not achieved shall be filled with topsoil or sprigs of grass sod. 5. Approved Aquatic Plant Material List Aquatic plants my be used from the List of Aquatic Plants Found in Florida, as prepared by the Florida Department of Natural Resources, Bureau of Aquatic Plant Management, and as approved by the City of Ocoee. 6. Shrubs and Groundcovers Minimum size: three gallon, container grown. Acalypho wilkesiono Copperleof Annuals Annuals (Various) Aspidistra elotior Cost Iron Plant Cleyera japonica Cleyera Cuphea hyssopifolio 'Allyson' Heather Cycas revoluta Sago Palm Dietes vegeto African Iris Evolvulus glomeratus Blue Daze Golphimia gracilis Thryallis Hedera concriensis Algerian Ivy Hedera helix English Ivy Hemerocollis Daylily Hibicus Hibiscus Ilex cornuto 'Burford Burford Holly lxora Ixoro Lantana montevidensis Trailing Lantana Lantana camara 'Gold Mound' Lantana Ligustrum japonica Glossy Privet Liriope muscari 'Variegated Giant - Aztec Grass Liriope muscari Lilyturf Philodendron selloum Philodendron Pittosporum tobira Pittosporum Pittosporum tobira 'Variegate' Variegated Pittosporum Plumbago ouriculata Leadwort Raphiolepis indica Indian Hawthorn Rhapis excelsa Lady Palm Rhododendron Azalea Serenoa repens Saw Palmetto Trochelospermum josminoides Confederate Jasmine Tulbaghio violocea Society Garlic Viburnum odorotissimum Sweet Viburnum Zomia pumilo Coontie LYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 FAX: (727)733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, BOOM. SCHUH $ JERNIMI, INC. X PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ FOR DING ONLY ISSUED NOT ORIDONSTRUC ION I CONSTRUCTION NO. I DATE I BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC OF SILVER STAR RD & CLARKE ROAD OCOEE,- FLORIDA DRAWING TITLE [LANDSCAPE PLAN & PLANT MATERIALS LIST DATE MARCH 99' STORE NO. DRAWING NO. DRAWN SLV SCALE: N.T.S. BY: RELEASED TO REVIEWED BMB CONSTRUCTION BY; OF 1 DWGS. W -w W _w _WL-W w WL W — — — — — — — — — — — 0- I y, OLYMPIA U 70' DEVELOPMENT GROUP, INC. %Z, PAINTED MDDI � 1D60 KEENE ROAD CONC. MEDIAN — — — /%T/ /;/ OUNEDM, FLORIDA 34698 N s PAINTED MEDIAN// - �-_-- I- =-P-�----_ - - - I- TELEPHONE (727) 736-8622 - (- - - - - �) c I FAX- (727) 734-4042 --- ------------- RCP L _ _ _ _ _ _—.._..—..—..—..—..—..—..—..—.•— — — — — — — TOULOU OULOUMIS ASSOCIATES _ MIS, —�—�— SS 1� — SS SS —SS SS 8c C S�S_ ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS ss —�- . _ _ _ _ E ROAD. DUNEDIN, FLORIDA 34698 --- ----- --- OU _ __ __ _ --0U�— —__— __ _. _____ ._- _------------------------- - ---------------- -------------OU------------------------- _ • • - f-- -�-__ __--- - -OU= -- - _ -OU---------- - - - - -- �•' Icy _ .._ .. _. - . - .. - .. _ .. _ .. - .. - .. - .. _ - .. - .. _ .. _ .. _ .. _ .. - .. _ .. - .. �,s TELEPHONE: (727) 738-9822 FAX: (727) 733-0224 - - - - - - - - - - - - - • - - - - • - - - - - - - - - - - - - - - - -- -- -- -- - -- -- -- -- -- 'L-RC fi- ---•--•--•-- T .i.. ,... ., `:��•..�,Yi r:.-1 :..,��q, nt%1'Y,�Y. •t tif:. :I r .. t29 _ .. _ . 5300 WEST CYPRESS STREET r. ;-.. T•E-hE�/,_1�4.5• - ..-..-.._. i _.._..-..-..-.. STOP 1 ,8 TREE TRIMMING/R VAL EASEMENT �30, \\ STO e'i _ _ — — 130 — I;.. t 1,0 �� \\ _.._.._.._.._.._ 131.._.._.._.._.._.._.._.._.._ _ 3_ SUITE300 -•--•--•--•--•--•- -.__ x�a.o.areool�-asp- �-"S"�N'�"�{Tl: _ \ - - - - -- - LOIII1i � -- -- - ` II' I .I � I <�.::Y�r:��``: . - �\\\y\\\��%- Fl_:"y� ;.s,,=°';1`r,.;-. � __//,//J�, '�,\�♦\%% \i ,�\�\\�\`/\'\ ♦. `,� _ Y� .,I\ �:Il �\��IIul TuiII,�./_\ I�:I/_�I;IIII I ;Ii .iI• . �il_ viI„-l.l� _(•lI ..�.m�--r ♦ `:i� : =.•-- .: — -:.:. _ _�__ ... . __ .... _-_ -..-._. ..__ -_. .::'. . :•. — _ -- '' : _- -_r•.-♦_.._--- -_�-_..\\.\.�w. ii—i\_q� .-. _— -_- .-Y.. \..__ . • '-_•-''-'---v- ♦.• . : �__ .-__ \v.' . l_r :_:\ -\�i\`-uu' /ii— ..-. . __.\:\.• : _•.,.J3 :♦ :' _.._ — •:•:—..-..__ .. .' �_/-. : ��-_.Y.--—_v -_ -`�w'♦iIt� "lN•b�"l i /l�•, II ••I \ I I IIjV i\« �\'yt�♦r%�\ ,�\;�.�•��V=� - �♦ . �i}I)I(II . ❑ ' ❑ TAMPA,FLORIDA33607 BUFFER 133 _.._..__.. 134 -72751 Ph. (813) 877 \ POST BUUSCtUH&JERNI M, IK TO imi:mmwx ON6.6 NLY PROJECT TYPE C1 _ DRAWINGS/SPECIFICATIONS BY: _ -- _ .. _ .. _ •• ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ,OMMERCIAL , �ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE ,B®Y: CONTRACTOR 3.4 \ LANDLORDS CONTRACTOR (TURNKEY CONSTRUCTION) 136.1136+5[' \ WALGREENS 136.31 ONLYONLY s j `::—::.::=:: 300 STORE BUILDINGRETENTIOiPOND 1 NEW........... NEW ............ LOT COMMERCIAL LOT"REMODELING.... ❑ EXISTING....... ❑ RELOCATION.. NEW SHELL ONLY El 10 OTHERS.. RI 27 10 dOlI I:I o, 13f2. f ,139.e ♦ ( � 0 139:s "" - _ `'�-•-•._ - :��` % r•- .- • • � � .. _ ...._... -.._ `"'-- • _..._ .. ____ .. ..._.._ .. _.-• • __^---- ......- • • _ .. _ .. � ...,�... "�---_ .. --- ', // _-_ _ -- -- -- __ -- -- -- -- -- -- 1388 ----------- ._ :.:' Lis .. .>F{:°,?ij,: F•,Ir.":I.Uyt ..... f3: ,1�• �...c 3. �. _—. . -- . ,38.70 I---------------------------------------------._. ---- 139.65 �I STOH i I u7.9s U �i--------------------------.--------------:_------�.-��— It38.85 I ,38.85 13a.7 I I ( I I A� L LOT i I I I. � I t3d3 ,37:90 11XII5 r' I= 138.15 J I i II II E v I y 3 I o o I L LOT I I i I V1 Z W I W I o I i • a l a i I i J u7.os _ M -I � I I � I 0 4 �'A�R.^' 'T��f�1S �•��♦♦ . __ . "'A1ml,. prm.-- . '(�— -- .n`I ^_ `.nm _ � , , Li IIII �• �•iii li :�xj 138.05 38.05 TO BE SEEDED ( 114_ +seza IIII (NO SOD WITHIN POND BOTTOM) RETENTION POND #2 oe IIII :II. IIII �I�� IIII �II� i : IIII �II� •IIII �I�� i �� IIII .I,. II. ' 1 134 b I 6 PTV 67 QV 26 LIBRARY SITE PLANT LIST TREES QTY. SYM. BOTANICAL NAME 43 QV QUERCUS VIRGINIANA • _ 33 SHRUBS 10 ILEX OPACA 'EAST PALATKA' COMMON NAME LIVE OAK EAST PALATKA HOLLY SIZE 3" DBH (10'-12' HT.) 2 " DBH (8'-10' HT,) 367 PTV PITTOSPORUM TOBIRA 'VARIG.' VARIGATED PITTOSPORUM 3 GAL. (2' HT.) \N 80 RI RAPHIOLEPIS INDICA INDIAN HAWTHORNE 3 GAL. SOD STENOTAPHRUM SECUNDDATUM ST. AUGUSTINE SOD NOTE: ALL NON -PAVED AREAS OUTSIDE OF PLANTING BEDS SHALL BE GRASSED WITH SOD AS SPECIFIED. LAWN AND IRRIGATION NOTES: a. ALL LANDSCAPE AREAS NOT PLANTED WITH SHRUBS AND GROUND COVER, MULCHED, OR LEFT IN A NATURAL VEGETATIVE STATE SHALL BE SODDED WITH ST. AUGUSTINE "FLORATAM" SOLID SOD. b. THE SOD SHALL BE IN GOOD CONDITION, FREE OF WEEDS, 2 INCHES IN THICKNESS AND PLANTED WITHIN 24 HOURS OF ARRIVAL TO THE SITE. THE PLANTING METHOD SHALL AVOID CONTINUOUS RUNNING SOD JOINTS. ALL AREAS WHERE A SOLID JOINT IS NOT ACHIEVED SHALL BE FILLED WITH TOPSOIL OR SPRIGS OF GRASS SOD. c. IRRIGATION SHALL BE PROVIDED TO COVER 100% OF ALL LANDSCAPE (SHRUBS, GROUND COVER AND GRASS) AREAS WITHIN THE LANDSCAPE LIMITS SHOWN ON THIS PLAN. d. LOT DEVELOPERS SHALL PROVIDE INDIVIDUAL LANDSCAPING AND IRRIGATION. LANDSCAPING SHALL MATCH THE COMMON THEME ESTABLISHED WITH THIS PLAN. SITE KEY SCALE: 1 "= 40' 1;vvV0070 7 � 40 0 10 20 30 40 80 -o--• --_-9 - - 0 • I INOFOR ONLY ISSUED T FORBIDDINGCONSTRUCTIONI CONSTRUCTION NO. I DATE I BY I DESCRIPTION CONST. REVISIONS N Cn CERTIFICATION AND SEAL 10 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT 00 SUPERVISION AND THAT I AM A DULY REGISTERED ,- ARCHITECT OR ENGINEER �j- UNDER THE LAWS OF THE STATE OF FLORIDA BY MY HAND O ANAS D SIGNIFIED O C7 PROJECT NAME 11 OLYMPIA PUD FINAL SUBDIVISION PLAT` SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE FLORIDA DRAWING TITLE — - - - - - CIVIL LANDSCAPE PLAN DATE JULY 99, STORE NO. DRAWING NO. 12 SCALE: AS SHOWN DRAWN AVF/SLV L 1 BY: RELEASED TO CONSTRUCTION — - - - - - REVIEWED BY: OF 2 DWGS. .IIIII �II111=IIIII -IIIII �::. •... . RECEIVING HOLE SHALL BE _ APPROXIMATELY 1 /3 LARGER =IIIII THAN THE ROOT BALL = . ILI I IIIII` =IIIII •= IIIII= IIIII= 3" MULCH LAYER PROVIDE A CLEAN, MECHANICALLY EDGED BEDLINE N�1�1y1d(n1Vl��>�I��( I EXI TING SEED/SOD IIIII=IIIII=III11= SPECIFIED PLANTING SOIL (III)=IIIJIIIIII= TO BE AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS • � •' IIIII= ``IIIII' UNDISTURBED SUBGRADE Jill= - SHRUB AND GROUNDCOVER PLANTING DETAIL COMPACTED SOIL TO PREVENT SETTLING N.T.S. TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION FLOURESCENT ORANGE V — PROTECTIVE RUBBER HOSE SAFETY FLAGS ON ALL GUY WIRES PLANT TREE, 4" �� TO 6 ABOVE GRADE #12 GAUGE DOUBLE STRAND GALVANIZED WIRE, TURNBUCKLE 3" MULCH LAYER REMOVE TOP 1/2 OF BURLAP AND CUT CORDS 6" SOIL SAUCER TO HOLD WATER (DOES NOT APPLY TO CONTAINER GROWN MATERIAL) FINISH GRADE III - IIIti= IIIII= = — SPECIFIED PLANTING SOIL ( I=1 (�^ 2" x 2" x 3' STAKES TO BE AMENDED AS REQUIRED BY SOIL ANALYSIS IIIIIT EXISTING SUBGRADE IIIIIIIIL :::• , :._'=_ ";--- RECEIVING HOLE SHALL BE /3 LARGER IIIII COMPACTED SOIL TAPPROXIMATELY IIIII-- ROOTIIIII= IIIII= IIIII= ANOXIMA gA�� TO PREVENT SETTLING TREE PLANTING/STAKING DETAIL N.T.S. EXISTING SEED/SC MULCH BEDLINE u I CURB/BEDLINE A SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR — SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. B SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE. SHRUB & GROUNDCOVER LAYOUT DETAIL HIM LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services "Grades and Standards for Nursery Plants", third edition, 1973 as revised from time to time, and "Grades and Standards for Nursery Plants, Part II, Palms and Trees", third printing, 1975, as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. The Landscape Contractor shall locate all underground utilities prior to any installation. 5. All trees, including palms, shall be set vertically to the ground, or if on slopes or berms, shall be set vertically to the surrounding flat terrain. 6. The Landscape Contractor shall ensure that all trees are maintained straight and plumb throughout the .guarantee period. 7. The Landscape Contractor is responsible for ensuring optimum growth conditions for all plant materials. The Landscape Contractor shall be responsible for required soil amendments and fertilization. Soil analysis shall be the responsibility of the landscape contractor. Notify the landscape architect of any potential soil related conditions, which require modifications to ensure optimum plant growth. 8. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with note #7, or equal as approved by owner. 9. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well —decomposed sawdust, leaf mold and top soil, or equal as approved by owner. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water —holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 10. All planting areas shall receive a 3" layer of 100% shredded cypress mulch, or equal as approved by owner, which is to be watered —in after installation. 11. The plant key is presented for the convenience of the Landscape Contractor, in the event of a discrepancy between the plan and the plant key, the plan shall prevail. 12. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 13. All tree and shrub locations are subject to change. All locations shall be approved by the landscape architect or the owner's representative prior to planting. 14. All internal landscape areas to be sodded with St. Augustine sod. All sod on plan is St. Augustine unless otherwise labeled. 15. All sod shall be 100% solid sod, 99% free of noxious weeds, with a 2" thickness of roots capable of holding soil. Sod shall be freshly cut within twenty—four (24) hours of laying, and laid with tightly —butted joints and rolled. Hand raking shall be done as necessary to ensure even and proper grades and to clear the surface for the sod. 16. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect and/or the owner's representative in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the. part of the Landscape Contractor at the time of bidding. (Only extremely peculiar and unusual conditions will be considered for negotiation.) 17. It shall be the responsibility of the Landscape Contractor to coordinate his work with the other trades or professionals on the site whose work may overlap or interfere with the work set forth in this plan or the written specifications. 18. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses. to perform the work set forth in this plan set and the specifications. 19. The Landscape Contractor and/or the General Contractor shall notify the the Landscape Architect and/or the owner's representative of any discrepancies in the site conditions or any non—conformance to the plan set or the specifications, such as grading, backfilling, removal of debris, grubbing, etc. 20, Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect and/or the owner's representative will be notified by telephone and in writing of intended changes. 21. Any and all questions concerning this plan set and/or specifications shall be directed to the Landscape Architect. 22. There shall be no additions, deletions or substitutions without the written approval of the Landscape Architect. 23. Written specifications shall be an integral part of this plan set. 24. The Landscape Contractor shall guarantee, in writing, all of his work for a period of one (1) year from final acceptance by the owner and/or the Landscape Architect. This guarantee shall include watering and fertilizing to ensure the health of the plant material. OLYMPIA r DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 34698 TELEPHONE: (727) 736-8622 FAX: (727)733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1050 KEENE ROAD, DUNEDIN, FLORIDA 34698 TELEPHONE: (727)736-8622 FAX: (727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, BUCIM, SCHUH & JERNIWI, INC, JF PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ® LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ FOR ONLY ISSUED FOR DDING NOT FORICONSTRUCTION ( CONSTRUCTION ® ■ NO. I DATE I BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE LANDSCAPE DETAILS DATE MARCH 99' STORE NO. DRAWING NO. DRAWN SLV SCALE: N.T.S. 2 BY: RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 2 DWGS. 1 . 1.1 _9 , 1 ..7 \.1.3,1.3,1 .A wLYMPIA DEVELOPMENT GII ' •INC. 3 . 1.6 1. - - - - -- , TOULOUMIS, TOULOUMIS & ASSOCIATES .1.411.2 I I 1.6,1 5 .12..9 ----.-�_------ -'"'-----_ ...... ..--_-__. -' ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS ' I ___-_� �" __..--•-• ��' ( 1 1060 KEENE ROAO, OUNEOIN, FLORIOA 84B98 ------- �� .-.------^-'- TELEPHONE:(727) 736-9822 FAX:(727) 733-0224 1 . l.�. ,9 t COMMERCIAL LOT 51 1.1 � � . 1.3 11 /,.�''-"�---,... ---------''_.__._ `- -v_= •--^` ---��- 1 .1.� ,1. , 3.5 ' 1,6 . i j ' .2.1 2,1 . I 1.9 . 1 , 1 2.2. A �6 11.7 A COMMERCIAL LOT 4 :14�; :COMMERCIAL L T 6 0 4:i TRACT B i I 1.2.1 .11 ' . 1.3 1.1 I I I .:.3 111 , .7 , 1 . 1.8 IS.5. I 1.1 •! '1 '� 1.2_42.2. 1 A I2 ��2.2. L 1 �1.7 .1 3..9 I 2 1.6 , 1. - - 2 1.4.3.4�1.2.3 . - _ A 21 I A 2..2.1.4 1.6 .1.1 ,1 ,.9 ..8 ..9 '1.15 8„�,. 2.2. 1.6..1 .1.1 ,.9= ..9 .1.1 ,1.2 ,3.6, �' 1.9 .1.3 ,1.2 ,1.1 .1.1 .t.3 ,1.3 ..8 ,.7 ,.5 ,.4 ,.7 ,1 -.rT 7.'J"•- ""` ,� 1.9,1 4,1.1 IJ e e 1.2,1.1 .1.2 ,.9 .. 7. .9 .1.1 .1.2.1.4, 2,2.1.9 . 1.3 , 1., .1 ,.8 ,.7 ..8 .1 .1.1 .1.3,1.9 . 22.74 ,1.P ,1 ,1 .1.1 .1.1 77"1 .1.1 .1 ..8 ,.4 ..4 ,.6 ,.9 ..9 .1.3,2 ,e.1.2 .1.3..9 ,.9 ,.6 .4 A 20 -- .1.5 .I .1.1 ..9 1.8 _ .I 1 1.4 .2.2.1.3 .1 .1 ,1 ..71.5 ..4 ,.7 .1 ..9 .1.4.2. .1 ,2.1.1.3,.9 ..9 .. 11.3.1.6 .IA IA .1.4 ,1.1 ,1 ..9 1 1 _ � '�""' 7 ,.7 1 1 , 1.2.1.5, 2,5.1.5.1.1 .1 ,.9 ..6 ,.4 ,.4 .,5 ,.8 1.3.1.8.1.6 , IA.1.5 .1 9 9, 2 6 8 6 5 7 112 16 la 13 17 11 gtY14{ j �9 t.t .1.4 , 1.5 , 1.3 .1.4 ' `� jt •� r ' ,1 .1.1 1. / 2�•8 ,2.1 .1.6. d t J � � . 12 . i.l / . 25• .3 . 2.4 9 I iJj 1 1.7 •1.3 ! 1. , 2.2 . 2 1.4 ' .2.1 .2 Li ; .1. .1.6_1; 1 1 1 23 .2 I( . •f G7 . 1. .•� . 1. .9 t COMMERCIAL LOT 3 1.7'1. , i Co ��t ..4 :. .7 ' 1 3 LIBRARY SITE - LOT 7 _5 1 . A ..4 .6 II i 1 � ..4.. t 7 .8 t i • .1 ..9 .1.1 1 .9 I 1. . 1.5 .113 1 ' I ,1.4 ,13. ' .1. •2.1 .1.8 13 t i i ` 1 ,2 .1.8.. < .1.2.3 1.9 t 1 I A'23 .2.2.. �I-f .2 .1.7 12 , 2.1 ,2 .1. ,1.4 ,12 .9 , .1.6 .1.4.. TRACT A ,.7 ..7 ,.9 .1.4.1.2,.9 .7 ..9 ..8 ..6 .., .. .. .. ..8 .1.2 .1.3.1.1 .1 I _7 .1 ..tie 1-,i e5.1.4- --� ee e_ ee _ ee ee e i ,.7 .1.2.1.8 .2.1 .1.6.1.1.1 ..7 _5 ..3 ,.a ,.8 .1 •1.1.1.6. 2.1.1.9. 1.4 , 1.1 . 1 _6_..3 ..3 .A ,.5 9 .1.2.1.3.1.1.14 -� _.-Fa-19--'-- -- --'-- -- --'-- t ,� • I.6 . 1.4 1 , i A 2.22.2 �6 .2.3 ' 1, .1.2 3 , PLANE -_-AREA ------ . 1.3 . 12 I � 1 i 1 .,9 .1 1 POINT SPACING LEFT -TO -RIGHT = 10 f t 1 1 , I POINT SPACING TOP -TO -BOTTOM = 10 Ft .. _, .__._.. _.. ._. .I .. _. .. _ _. I _.. .br_5 .7 .. _... .. __. LOWER .- - COMMERCIAL LOT 2 � -- --�-' - -- OwER LEFTHAND CORNER OF PLANE _- 1 ..4 .,4 .6 X = 110 . Y = 87 Z = 0- i UPPER RIGHTHAND CORNER OF PLANE, , X= 1575 Y= 1572 Z= 0 LIGHT METER IS NORMAL TO PLANE ,�, _/� AVERAGE fc = 1. 16 j 2.1.1. 1. SCHOOL SITE LOT Q V MAXIMUM fc = 2 6 Ai 15 22MINIMUM fc = .3 I .t AVERAGE/MINI MUM = 3. 87 1 1+''9'1.4 '4.' j �Tt D MAXIMUM/MINIMUM = 8. 67 i i I y,1.3.1.1 •, eee_j TOTAL NUMBER OF POINTS = 946 i 5 t LUMINAIRE SCHEDULE 1 . 4 II , 1.4 . 1.2 fI .2 .1.7 2 14 1 .2.2 .9 LABEL QTY LUMINAIRE DESCRIPTION LUMENS LLF SPIN A 24 CS7152-39 20500 75 0 1 1 '` .3 LUMINAIRE LOCATION SUMMARY i ----------- --------------- ' i.6 ..6 •. •�{ _ COORDINATES IN FEET COMMERCIAL LOT 1 ..4 5 . t 1 (•3 •4 t LUMINAIRE AIMING COORDINATES 1 5..5 NO. LABEL X-COORD Y-COORD Z-COORD ORIENT TILT X Y Z ' ----.----•-------------•----------------------------------------.-----.---------- I 1 A 923 998 30 0 0 923 998 0 1 1.2.1 .7 2 A 922 1134 30 0 0 922 1134 0 1 1.6.1. ..9 3 A 918 1221 30 0 0 918 1221 0 I I A l 2.1.2. 1' 4 A 918 1339 30 0 0 918 1339 0 2.1 , 1. 1. 5 A 550 1447 30 0 0 550 1447 0 , 1 6 A 555 1340 30 0 0 555 1340 0 1 1.1.1 7 A 486 1217 30 270 0 486 1217 0 1 8 A 539 1112 30 0 0 539 1112 0 9 A 374 1217 30 270 0 374 1217 0 5.5.,5 10 A 283 368 30 90 0 283 368 0 1 11 A 408 374 30 90 0 408 374 0 I "4 "4 12 A 535 374 30 90 0 535 374 0 ' 13 A 529 493 30 0 0 529 493 0 ,.5 6 .1.2 , 1.2 ..9 .7 14 A 544 625 30 0 0 544 625 0 ..8 ,1 .1.6,1.3..9 ,.8 .1.1 8 ..7 8 .!.1 A 1 d 1.6 ,2.2 1.3 .1 .1.1 .1 ,.6 ..5 ..6 ..8 .1.1 .1 .1.2 .119 .1.9 11.2 11 11.1 ]..7.. 1 T E. 15 A 540 760 30 0 0 540 760 0 ,.7 • .1.1 .1.4.2.3.1.9.1.3.1 „9 ..7 .S ..5 1. 1.8,1.3..9 ,.9 ,.6 ..4 ,.5 ,.8 ..9 ,1.1 ,1.6.2.1.2.1.1.6I.1.1 .,9 16 A 533 889 30 0 0 533 889 0 �\ .2 . .1.3 , 1.9 .2.1.1.5.1.1 .1 ..8 ..5 . s . 17 A 418 924 30 90 0 418 924 0 =� A it A 12 18 A 265 1220 30 270 0 265 1220 0 1 A 10.--'.----------------------•- 19 A 284 916 30 90 0 284 916 0 20 A 810 1198 30 270 0 810 1198 0 21 A 680 1211 30 270 0 680 1211 0 i i 22 A 918 1445 30 0 0 918 1445 0 1 1 23 A 535 986 30 0 0 535 986 0 24 A 554 1241 30 0 0 554 1241 0 1 NOTES: �, Al TOTAL NUMBER OF LOCATIONS = 24 SCALE, 1'■801 1 1. INDIVIDUAL DEVELOPERS OF ANY LOT IS RESPONSIBLE TO INSTALL LIGHTS IN THE IMMEDIATE VICINITY OF THEIR AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED = 1 NORTH 1 PROJECT. . 1 2. ALL LIGHTS SHALL BE OF THE SAME SPECIFICATION. i 1 60 010 50 30405060 100 I e. 1 1 i 1 L.we,Gw wmw4�www_wwo..�map dm�w.�w� w�www��rww��ws��www,�www.�www�ww��rw�.ww�.w►ww��www,�wm wms an" w+4mmm6 i.�ww"mww Jul 06, 1999 - 09,10,10 DWG Name1 Z]\Florida\Clarke & Sllversta!r\7-2-99\SITE-SUBDIVISION-LIGHTS.dwg Updated By1 Anthony Ferrara [FOR BDDING ONLY ISSUED FOR I NOT FOR'CONSTRUCTION) CONSTRUCTION CERTIFICATIONREVISIONS I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD ■ SEC CLARKE & SILVERSTAR OCOEE, FLORIDA DRAWING TITLE SUBDIVISION LIGHTING PLAN DATE 2 99 STORE NO. DRAWING NO. DRAWN A.V.F. SCALE: AS SHOWN BY: L m I RELEASED TO REVIEWED CONSTRUCTION BY: OF DWGS.