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Home My WebLink AboutItem 15 Villas at Woodsmere – Preliminary Subdivision Plan/Final Subdivision Plan c.enter of GoocIl. . ~ AGENDA ITEM COVER SHEET Meeting Oate: March 1, 2005 Item # ~5 Contact Name: Contact Number: Reviewed By: Thomas Gri~ 0 rt to' t S . PI epa men Irec or: emor an 407 -905-3100 X 1044 City Manager: lJ Subject: Request for approval of the Preliminary I Final Subdivision Plan and Site Plan for Villas at Woodsmere. Background Summary: The Villas at Woodsmere townhouse development is located on the west side of Good Homes Road, just north of SR 50 and the Good Homes Plaza. The property has a Professional Offices and Services Future Land Use designation in the Comprehensive Plan and is zoned P-S. The northern edge of the subject property abuts part of the Rose Hill subdivision in Orange County. The southern edge and western edges of the subject property abut the Good Homes Plaza shopping center and an existing retention pond. This site is covered with planted pines and a mixture of oak trees and other varieties of trees scattered around the property. The Development Review Committee, at its meeting on January 26, 2005, recommended approval provided certain changes were made to the plans before they were considered by the Planning and Zoning Commission. The Planning and Zoning Commission, at its February 8, 2005 meeting, reviewed the plans and recommended approval provided the developer makes certain changes to the plans for Villas at Woodsmere. Issue: Should the Mayor and City Commissioners approve the Preliminary I Final Subdivision Plan and Site Plan for the Villas at Woodsmere? Recommendations Staff recommends the Mayor and City Commissioners approve the Preliminary I Final Subdivision Plan and Site Plan for the Villas at Woodsmere, as date stamped received by the City on February 21, 2005. Attachments: Location Map Future Land Use Map Zoning Map Villas at Woodsmere Preliminary Subdivision Plan I Final Subdivision Plan, I Site Plan date stamped February 21, 2005 Financial Impact: No Impact Type of Item: I:8J Public Hearing o Ordinance First Reading o Ordinance First Reading o Resolution I:8J Commission Approval o Discussion & Direction For Clerk's Deaf Use: o Consent Agenda o Public Hearing o Regular Agenda D Original Document/Contract Attached for Execution by City Clerk D Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) D N/A D N/A D N/A City Manager Robert Frank c.enter of GOOd II ~..~ ~ Commissioners Danny HowelL District 1 Scott Anderson. District 2 Rusty Johnson. District 3 Nancy J. Parker. District 4 Mayor S. Scott Vandergrift STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Thomas Grimms, AICP, Senior Planner DATE: February 14,2005 RE: Preliminary /Final Subdivision Plan and Site Plan for Villas at W oodsmere ISSUE Should the Mayor and City Commissioners approve the Preliminary / Final Subdivision Plan and Site Plan for the Villas at Woodsmere? BACKGROUNDIDISCUSSION The Villas at W oodsmere townhouse development is located on the west side of Good Homes Road, just north of SR 50 and the Good Homes Plaza. The property has a Professional Offices and Services Future Land Use designation in the Comprehensive Plan and is zoned P-S. The northern edge of the subject property abuts part of the Rose Hill subdivision in Orange County. The southern edge and western edges of the subject property abut the Good Homes Plaza shopping center and an existing retention pond. This site is covered with planted pines and a mixture of oak trees and other varieties oftrees scattered around the property. On March 16, 2004, the City Commission approved the Conceptual Plan for the Villas of Woodsmere. Condition of Approval # 2 of that approval stipulated that a Preliminary Subdivision Plan for the project be submitted within 90 days of the City Commission action unless the Commission grants an extension (per Article IV, Section 4-6 A.(4)(e) 3. City Code). In a June 7, 2004 letter, the developer requested a 90-day extension for the Conceptual Plan approval in order to complete the Preliminary Subdivision Plan. Staff supported the extension. At the January 4, 2005 meeting, the City Commission under its consent agenda, voted to grant an extension of approval of the Conceptual Plan with the stipulation that a Preliminary Subdivision Plan for the project be submitted within 90 days. The plan provided met that condition. DISCUSSION: The Villas at Woodsmere subdivision includes 64 townhouse lots on about 6.4 acres. As shown in the Plan, there is an existing 7' brick wall along the entire southern boundary of the site. The Developer will construct a new 7' brick wall along the entire northern and western boundaries of the site to buffer the townhouse development from the existing Rose Hill subdivision. Turn lanes on Good Homes Road will also be provided. The Land Development Code requires a minimum living area of 1,200 square feet per unit for townhouses, which has been exceeded in this Conceptual Plan (the plan shows an minimum 1,500 square feet). The only waiver requested and granted by the City Commission on March 16, 2004 was from the maximum cul-de-sac length of 800 feet, due to the unique constraints of limited access and the shape of the subject property. The Traffic Impact Analysis shown on the Plan indicates that the impact of the proposed townhouse development is less than the impact that would have been generated by an office development on this property, thereby meeting the criteria set forth in the Code for a development that is inconsistent with the underlying zonmg. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC), on January 26, 2005, reviewed the proposed Villas at Woodsmere Subdivision development and a number of issues were discussed. The DRC voted to recommend approval of the Preliminary / Final Subdivision Plans and Site Plan, provided the developer incorporates the changes discussed during the DRC meeting into a revised set of Preliminary / Final Subdivision Plans and Site Plan. These were: . The road into the project will be a private road but not gated and will not be set up for gating in the future. The developer must put a definitive note in the plans indicating as such. . It was agreed that there would be an increase in spacing between units 53-60 with enhanced landscaping. . The developer will review the need to install sidewalks along the townhouse units along the access roads, that is along units 53-60, 37-42, and 61-64. . There will be raised curbs along each side of the internal road where there are not a series of driveways. PLANNING AND ZONING COMMISSION RECOMMENDATION: At its February 8, 2005 meeting, the Planning and Zoning Commission reviewed the proposed development and raised various issues with the developer. The developer's representative agreed to adjust the street lighting to 250 watts, and will add sidewalks along the northwest edge of the cul-de-sac (units 33-36). He also agreed to place sidewalks along units 53-56. The Planning and Zoning Commission voted to recommend approval of the Preliminary /Final Subdivision Plan and Site Plan with the following conditions: . The internal roads are to be private and not gated and not gated anytime in the future. . Increase the spacing between units 53 and 60 and add enhanced landscaping. . Install sidewalks along units 33 - 36 and units 53 - 56. . Install raised curbs along south internal road where there is not a series of driveways. . Street lights are to be the Homeowner Association's responsibility and the access way (carriage) lights at the front door are to be the owner's responsibility with enforcement by the Homeowners Association. STAFF RECOMMENDATION: Based on the recommendation of the DRc and the Planning and Zoning Commission, Staff recommends that the Mayor and City Commissioners approve the Preliminary and Final Subdivision Plans and Site Plan for the Villas at Woodsmere, as date stamped received by the City on February 21, 2005. Attachments: Location Map Future Land Use Map Zoning Map Villas at Woodsmere Conceptual Plan, date stamped February 21,2005 O:\Staff Reports\2005\SR05007 _ TG _ VilIasAtWoodsmere _ CC.doc Villas at Woodsmere Location Map 8 3 = => ~ ITIIIJ = ~ I I I H I I I IJ ~ ~~~J IRJ:h~= 1I1I I ~ = = - ITIITJJ rIIIIJ = -;0 I I ~IIJ~dR\T~ Y LAKE LENORE := = =-~~ IIII I " ~ ] =- 1= = I I I I I -;h I I I I bn~~ hJ.\\l~~1 I I I f- J(- - L I J {~ r- I I I I lDl,dnl I I I I I I I ~ == ~4 I I II I ni.'- I-U\ll"R~cle,c1RjH.'odEI-n--- ---r>- -I- GOODH ~S1 I I I ($. f-\___ I IllUftW I- ----.: = _I ~ L t; >- I---.i: \ ~( , -( I---t---- I--h~ r--rl I I I~ 1-- = 111 ~_V JU~N~~ ~= -{jli AKEROSEHILL /i~ 1-'1 I I I tl~L ~ = ~~~I~-~. .'" ~Hh 1I1I J) I II I ~ ~~~ t;(((I/\1 ~ ~ I I I I I I bd,c>dA I I I I I I I I I I f-' .l .l 1 L- I IHdNdLULu I 11 I I I J I & tJ DJII1IILri ~ ~ ~ l--r'- 'I -::t e-- A lil1kJ.shJ.J1D -- ~ I ~ PI ~ 0 UKELELE~~ ~ LAKE LOTTA / ~\ I IIIIIII/~ ~~ :~\= ~ e-- f== t= LAKE SHERWOOD I----- J I I I I I r--- r- r--- Eia STATE ROAD 50 '"" - I ~ LU I- LU :;: LU U Z ~ Cl o o :s: ~~.R~O' LAKE LOTTA r--- ------- \ 6) \ ------ ~ Ei>.SiWESi ,//-------'] ~ ---- LAKE SHERWOOD Villas at Woodsmere Surrounding Future Land Use Map 1JIDIITI 1J:::ITIJn~ .., M rrH GOOD HOM lIJ;;si tl- ff) buLJD LL o B t ~'-- ~ . , '0 --t: Ocoee Community Development\~pal 1 inch equals 600 feet 200100 0 200 400 600 Feel e --j i HQNqLUW DlJ 'Rl~ll~nj LAKE LOTTA li January, 2005 CSUbject Property Unincorporated Territory and Other Municipalties 1_ 1 Low Density Residential _ Medium Density Residenlia _ High Density Residential _ Professional Offices and Services _ Commercial _ Light Industrial _ Heavy Industrial _ Conservation/Floodplains _ Recreation and Open Space _ Public Facilitiesl/nstitutional Lakes and Water Bodies Printed STATE ROAD 50 INST l ~I w, ~I ~ ~ ~\ LAKE LOTTA ) as at Woodsmere Surrounding Zoning Map Viii - I II IlITlL[JJ]JI[I]1 -{ e Ocoee Community Development\~pa 1 inch equals 600.678912 feet 200100 0 200 400 600 Feet Printed: January, 2005 7 LAKE SHERwOOq LA' ---- E SHERWOOq '- ~ j .tfrl= STATE ROAO 50 ~It 1 l ~ w i ~ LAKE LOTTA LAKE LOTTA -\ ) C Subject Property Unincorporated Territory and Other Municipalties Zoning Classification: General Agricultural (A-1 _ Suburban (A-2) Single-Family Dwelling (R-1AAA) I Single-Family Dwelling (R-1AA) I:J Single-Family Dwelling (R-1A) _ Single-Family Dwelling (R-1) n One- & Two-Family Dwelling (R-2) _ Multiple-Family Dwelling (R-3) _ Mobile Home Subdivision (RT-1) _ Professional Offices & Services (P-S) _ Neighborhood Shopping (C-1) _ Community Commercial (C-2) _ General Commercial (C-3) _Restricted Manufacturing & Warehousing (1-1) _ General Industrial (1-2) llmlll Commercial (PUD) 1m Low Density (PUD) _ Medium Density (PUD) m High Density (PUD) _ Public Use (PUD) / // Unclassified Lakes and Water Bodies AoIcl-cn "T+eft1 AGENDA ITEM COVER SHEET Meeting Date: March 1,2005 Item # Contact Name: Contact Number: David A. Wheeler 407-905-3100, ext. 1504 Reviewed By: Department Director: City Manager: Subjec. Transfer of the Ocoee Crown Point PUD Phase 1 Water and Sewer Systems to Orange Co tilities Background Summary: As a part of the phase 1 infrastructure for the Ocoee Crown Point PUD project development, the City of Ocoee has constructed the water and sewer systems which will be connected to Orange County Utilities. These systems have been constructed in accordance with the project plans and specifications and have been cleared for use by the Florida Department of Environmental Protection. As the developer of this project, the City is required to transfer the water and sewer systems to Orange County by execution of the Bill of Sale document. The execution of a Bill of Sale and a Maintenance Bond or Letter of Credit is required by Orange County, which is similar to the City of Ocoee' requirements for development. Issue: Authorization by the City Commission for the Mayor and City Clerk to execute the Bill of Sale to transfer the water and sewer systems constructed as a part of the Ocoee Crown Point PUD phase 1 infrastructure to Orange County. Recommendations: The Engineering and Public Utilities staff recommends the City Commission authorize the Mayor and City Clerk to execute the Bill of Sale to transfer the water and sewer systems constructed as a part of the Ocoee Crown Point PUD phase 1 infrastructure to Orange County and authorize delivery of a Maintenance Bond or Letter of Credit to Orange County in accordance with Orange County Utility requirements. Attachments: Bill of Sale - Water and Sewer Facilities Financial Impact: These facilities were constructed and funded as a part of the Ocoee Crown Point PUD phase 1 project. Type of Item: (please mark with an "x'j Public Hearing Ordinance First Reading Resolution _ Commission Approval Discussion & Direction For Clerk's Deot Use: _____ Consent Agenda _____ Public Hearing _____ Regular Agenda _ Original Document/Contract Attached for Execution by City Clerk _ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) N/A N/A N/A Mayor S. Scott Vandergrift center of Good L' . <\.~e .It>-l~ Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty ,Johnson, District 3 Nancy J. Parker, District 4 City Manager Robert Frank BILL OF SALE WATER AND WASTEWATER FACILITIES The City of Ocoee, a political subdivision of the State of Florida, located at 150 North Lakeshore Drive, Ocoee, Florida, County of Orange, State of Florida, Seller, for an in consideration of the sum of One ($1.00) Dollar and other valuable consideration paid to Seller by County of Orange, a political subdivision of the State of Florida, Buyer, receipt of which is hereby acknowledged does grant, sell, transfer, convey and deliver to Buyer all pipes, lines, gate valves, valve boxes, fittings, thrust blocks, hydrants, equipment, lift stations and other goods which comprise the water and sewer system installed by Seller and located on the following County easements or rights-of-way as shown on the record drawings, more specifically described as follows: PROJECT: Ocoee Crown Point PUD Phase I Infrastructure Exhibit "A" Legal Description Attached Buyer shall have all rights and title to the goods in itself and its assigns. Seller warrants that it is lawful owner of the goods and the goods are free from all liens and encumbrances. Seller has good right to sell the goods and will warrant and defend the right against the lawful claims and demands of all persons. IN WITNESS WHEREOF, Seller has executed this Agreement at , Florida, on ,200_. SIGNED, SEALED AND DELIVERED ATTEST: BY: S. Scott Vandergrift, Mayor Beth Eikenberry, City Clerk FOR USE AND RELIANCE ONLY BY CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 200_. APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 200_ UNDER AGENDA ITEM NO. FOLEY & LARDNER LLP By: City Attorney City ofOcoee. 150 N Lakeshore Drive. Ocoee, Florida 34761 phone: (407) 905-3100 . fax: (407) 656-8504. www.ci.ocoee.flus 2/15/2005 Total t Description ~ Unit Cost I Unit I Ocoee Crown Point Water Cost Breakdown 16" water main 3330 If $ 34.43 per If $114,651.90 16" gate valve & box 11 ea $ 3,842.54 perea $ 42,267.94 Hydrant assembly 9 ea $ 3,375.63 Derea $ 30,380.67 Blow off valve assembly 1 ea $ 670.07 perea $ 670.07 16" cap 1 ea $ 763.24 perea $ 763.24 16" x 20" reducer 1 ea $ 2,116.90 per ea $ 2,116.90 16" 45 degree fitting 14 ea $1,102.44 perea $ 15,434.16 12" PVC water main 1012 If $ 18.50 per If $ 18,722.00 16: x 12" Tee 1 ea $ 1,331.40 perea $ 1,331.40 12"9ate valve & box 8 ea $1,522.54 perea $ 12,180.32 TOTAL $ 238,518.60 P:\6082502\docs\reports\OCU\Water Cost Breakdown 2/15/2005 Description Qty Unit Unit Cost Unit Total Oeoee Crown Point Wastewater Cost Breakdown Furnish and Install12Y PVC Gravitv Sewer 170 LF $ 28.96 LF $ 4,923.20 Furnish and Install 8" PVC Gravitv Sewer 827 LF $ 21.50 LF $ 17,780.50 Furnish and Install 8" PVC Force Main 7325 LF $ 11.38 LF $ 83,358.50 Furnish and Install Manhole 7 EA $ 4,101.30 EA $ 28,709.10 Furnish and Install 8" Gate Valve and Box 1 EA $ 908.44 EA $ 908.44 Furnish and Install 8" Plua Valve and Box 3 EA $ 1,486.50 EA $ 4,459.50 Furnish and Install 8" 45 deQree FittinQ 4 EA $ 485.50 EA $ 1,942.00 Furnish and Install ARV Assembly 7 EA $ 2,776.93 EA $ 19,438.51 Furnish and Install Lift Station and All Appurtenances 1 EA $ 165,226.00 EA $ 165,226.00 TOTAL $ 326,745.75 P:\6082502\docs\reports\OCU\Ocoee Crown Point Wastwater cost breakdown Issued for: Review Date Issued: October 8, 2004 Latest Issue: February 21, 2005 No. Drawing Title C001 Cover Sheet C002 Preliminary Site Plan C002A Preliminary Subdivision Plan C003 Legend and General Notes C004 Existing Conditions/ Boundary and Topographical Survey C005 SW -PPP Site Map C006 SW -PPP Erosion & Sedimentation Control Details C007 Typical Roadway Section & Key Map C008 Off -Site Improvements - Good Homes Road C100 Layout and Materials Plan C200 Grading & Drainage plan C201 Pond Sections C202 Aerial Overlay C300 Plan & Profile - Aloha Court C301 Plan & Profile - Aloha Court C400 Utility Plan C500 Site Details C600 Drainage Details C601 Drainage Details C700 Water Details C800 Sanitary Sewer Details X100 Conditions of Approval Reference Drawings L100-101 Hardscape/Lighting Plan L102-103 Landscape Plan L104 Irrigation Plan Latest Issue 02/03/05 02/21/05 02/21/05 02/03/05 10/08/04 02/01/05 02/01/05 02/01/05 02/01/05 02/21/05 02/03/05 02/01/05 10/08/04 02/01/05 02/01/05 02/01/05 10/08/04 10/08/04 10/08/04 02/03/05 10/08/04 02/01/05 02/01/05 02/01/05 02/01/05 The Villas at Wo,odsmere Preliminary/Final Plan Ocoee, Florida Map Quest Site Location Map T ��■ 0 2000 4000 Feet Development Team: Engineer/Surveyor/Environmental: GeotecN Vanasse Hangen Brustlin, Inc. Umversi 135 West Central Blvd. 3532 Ma Suite 800 Orlando, Orlando, FL 32801 (407) 42. (407) 839-4006 TTanasse Hangen Br"a it', Inc Transportation Land Development Environmental Services 135 West Central Blvd., Suite 800 Orlando, Florida 32801 407 839 4006 TM 407 839 4008 EB -3932 Owner: H. Scott Gold, Trustee 860 N. State Road 434, Ste. 7 Altamonte Springs, FL 32714 Applicant: Baypointe Homes Corporation 20751 State Road 520 Orlando, FL 32833 (407) 568.5868 ical Engineer: I Engineering Sciences, Inc. ;gie Boulevard FL. 32811 -0509 Landscape Architecture: Aloha Pacifica, LLC 23 8 ParkAvenue North Winter Park, FL 32789 (407) 691-0002 Utility Service Provider Water/Wasterwater: City of Ocoee 1800 A.D. Mims Road Ocoee, FL (407) 905-3100 Telephone: BellSouth 500 N. Orange Ave, Ste. 360 Orlando, FL 32801 (407) 237-3080 Gas: Lake Apoka Natural Gas 1320 S. Vineland Road Winter Garden, FL 34777 (407) 656-2734 Electric: Progress Energy 425 E. Crown Point Road Winter Garden, FL 34787 (407)905-3303 Cable: Bright House Network 844 Maguire Road Ocoee, FL 34761 (407) 532-8509 IT- FEB 2 1 2005 P:\60933.01\cad\ld\Planset\60933 PSP.dw E 129 LAT �IDS FICiAL RECOR SIDE EASENIE"N'T 0"' t "11 -t.0 0i 4171.� PAGES EXISTING WALL TO I ELEVATION PLAN N.T.S. ZONING: R -1A 3 FT TRANSITION NEW WALL PROPERTY FROM FLUSH CURB TO TYPE D CURB SEE SHEET C500 BOUNDARY M C 6' EXISTING WOOD FENCE TO BE REMOVED WHEN NEW WALL IS INSTALLED N PLAT BOOK 13, 129'�,,, EXISTING SIDEWALK - ASPHALT PAVEMENT EXISTING BRICK WALL TO REMAIN-. 5' LANDSCAPE: FOR DETAILS (TYP) r 3 Fil n n 13 13 A a UTin r io COMMUNITY TRACT LAN9�C 8- 18.3:!r 18' 18,33' WILL EJ8, 18, 18.33' -1 8V* 18' is. 18' 18' WILL N( TYPE D CURB 18' 18' 18' 1; 18' 18' 18' _18' 1 )T 18' 18 —18. 18' 1 V 18' TRAGI18.33' BE GATED. F.11 It, i In F I I min 71- An 20 FDOT TYPE 'F' BLDG 8 BLD 11 CURB & GUTTER n 1771 8 17 M. F11 17 [71 (TMP) 4 00 io 0 _1BLDG 10 BLDG 9 U. 4 - - 0 0) OD rl- co 1i C4 6 TRACT 1 hIDSCAPING LO in in in in in in Cd Ui Ui L6 Ui U) LO in to to U 0 0 0) 011 ON 03 o, im 0) 0) a, f W, - 0) 0) 0 0) 031 0) R2-1 0 1 .0 '20' 29 28 1 27 1 26 q 25 9 32 1 31 1 30 01 01 01 0 01 b 0 j 8 1 7 1 6 1 5 4 1 3 1 2 1 < to n C14 16 15 14 1 13 12 1 11 10MIN 24 23 22 21 20 19 18 q 17 o! 3' CURB f� n to K)No 00 tl 8.34' BLD 11 TRANSITIO BLDG E 12 20 20' 0 MIN MIN < 7 AS• PHALT 2' WIDE USH R/W LIN B RIBBON CUR UHA L;UUI(T A DRIVEWAY Is TYP.) _W ii t3'� 1 (TYFT) TERIGHT-OF- .7 6i TRACT i 37 - ------ -7, P1,GE '107 Sa " - 100' 7 ....... .. . 777 F -co WIDE 3, .;, ,ai wl B� a _J % 0 a -SPECIAL PA_V� 100, 1A AM F R . Y E, 39 ZONING: i t I 0__ C-2 24' ASPHALT aD 40 DRIVE 100' C14 Cq 10 10 IT 20' in ID r- OD 7 48id 49n 506506 51 L'i U) LO Ai 'MIN4 4 6 43o) 44 Lon) 45 41 11 Ui 100, TRAC7 2 LD B 4 t jr 42 BLD C 5,," )00, U If 111 FS v 18' 18' is' k is' 18-3 18.33' 18' L TRACT �1 TRACT 1 C4 21, C*� 4 377 ....... ... 7 EXISTING BRICK WALL TO REMAIN %CCS Iii nASEMEN'r OFFiCIA, f 1 4171, PA`M*S� y _R(T R,0,Sr-_ HILL G kl' BOOK H,- P PL/ ArGE 14 4' f _j LOCATION MAP VILLAS AT WOODSMERE 1"=3000' ZONE X — AREA OUTSIDE THE 500—YR FLOODPLAIN ZONE A — NO BASE FLOOD ELEVATION DETERMINED FIRM PANEL #12095CO220E ORANGE COUNTY, FL — 12/2000 N.T.S. -rtJRR & GUTTER 9 95 BIK 'RM M il L-4 53BLDG 1 61 Cd 1 60 z 95' wo 20' 61 !I RY RETENTION 0 ASPHALT 20' 'S 54 1YP. TRACT 3 00 BLDG 2 OD - J 62 POND 59 95'J COKER 95' A BRICK 5 F zC01 MIN 2777=, --_-t WITH BL !1D B :;(T�Py 63 BLDG 3 55 ALUM. 24! 58 95' `,95' r_i_ TRACT 1 C ASPHA 7 LT 95' 56 57 64- 44 ACT7- 2 ODaiti L 95! 95 ------ 7777- �L3J3 95' % . . . . . . . . . . � 5 WIDE N TRACT S;DE LAADSCAPING AREA f . . 71... ......... FUTURE RELOCATED RIGHT-OF-WAY ZONING- C-2 GOOD PLAZA,� A REEPL,6,71' PLAT 27, 1 G� E 107 OVES PLA't BOOK, P.,i,GEE tL 0 T 4,4 4 — CANDLER FINE SAND — TYPE A 6 — CANDLER APOPKA FINE SAND — TYPE A USDA SOIL CONSERVATION SERVICE SOIL SURVEY OF ORANGE COUNTY, FL — 1989 N.T.S. —7 A, _0 1' 5 P, it 0 T A 4 Eli— O -r 3 LOT 2 0 Wf30 > LLJ r F LJ ry IM fi fYy R A JA ALOHA 5S AVENUE TYPE "F" CURB & GUTTER (TYP-) 7s—[ LEFT TURN A -IiA T 1 VANASSE. HANGEN, BRUSTLIN, INC. FoasmozONNG.- 135 W. CENTRAL BLVD., SUITE 800 P -S L= ZONING: '108.62' PROFESSIONAL OFFICES AND SERVICES P -D MAM"BUHDINGE[HICIEFT' I 33 J 35 FT ORLANDO, FL 32801 MAXWMBUMD1NGC0VERA(M PH: (407) 839-4006 ALLOWED: 50% PROPOSED: 24% 7 O�-BLDG 07 32 2.25 SPACES/ UNIT * 64 UNITS=144 SPACES 945 S. ORANGE BLOSSOM TRAIL APOPKA, FL 32703 00 PH: (407) 880-2333 34 STOP 64 DRIVEWAY SPACES LANI)SCAM ARCIEfflEr. 14 SURFACE PARKING o4.7.2 l 10 2 HANDICAP PARKING 1817 BRIARCLIFF RD. 144 SPACES WINTER PARK, FL 32792 OPEN SPACE REQUIRED PH: (407) 691-0002 30% OF GROSS LAND AREA = 1.91 ACRES Drawn by SG -[Checked 3 CAD checked by MT AMOUNT Scale 1 11=401 BUFFERS 55,675 SF COMMON AREA/ RECREATIONAL 96,674 SF T. 101.86' THE APPLICANT RESPECTFULLY REQUEST A WAIVER TO ARTICLE VI, SECTION 6-3 ROADWAY DESIGN STANDARDS, K CUL-DE-SACS, INCREASING THE MAXIMUM LENGTH FROM EIGHT HUNDRED (800) FEET TO APPROXIMATELY 1,125 FEET. THE PURPOSE OF THIS WAIVER IS To COMPLY WITH THE APPROVED CONCEPTUAL PLAN ON MARCH 16, 2004 AND EXTENDED ON JANUARY 4. 2005. ,105 .24! J==J TRACT I ELEVATION PLAN N.T.S. ZONING: R -1A 3 FT TRANSITION NEW WALL PROPERTY FROM FLUSH CURB TO TYPE D CURB SEE SHEET C500 BOUNDARY M C 6' EXISTING WOOD FENCE TO BE REMOVED WHEN NEW WALL IS INSTALLED N PLAT BOOK 13, 129'�,,, EXISTING SIDEWALK - ASPHALT PAVEMENT EXISTING BRICK WALL TO REMAIN-. 5' LANDSCAPE: FOR DETAILS (TYP) r 3 Fil n n 13 13 A a UTin r io COMMUNITY TRACT LAN9�C 8- 18.3:!r 18' 18,33' WILL EJ8, 18, 18.33' -1 8V* 18' is. 18' 18' WILL N( TYPE D CURB 18' 18' 18' 1; 18' 18' 18' _18' 1 )T 18' 18 —18. 18' 1 V 18' TRAGI18.33' BE GATED. F.11 It, i In F I I min 71- An 20 FDOT TYPE 'F' BLDG 8 BLD 11 CURB & GUTTER n 1771 8 17 M. F11 17 [71 (TMP) 4 00 io 0 _1BLDG 10 BLDG 9 U. 4 - - 0 0) OD rl- co 1i C4 6 TRACT 1 hIDSCAPING LO in in in in in in Cd Ui Ui L6 Ui U) LO in to to U 0 0 0) 011 ON 03 o, im 0) 0) a, f W, - 0) 0) 0 0) 031 0) R2-1 0 1 .0 '20' 29 28 1 27 1 26 q 25 9 32 1 31 1 30 01 01 01 0 01 b 0 j 8 1 7 1 6 1 5 4 1 3 1 2 1 < to n C14 16 15 14 1 13 12 1 11 10MIN 24 23 22 21 20 19 18 q 17 o! 3' CURB f� n to K)No 00 tl 8.34' BLD 11 TRANSITIO BLDG E 12 20 20' 0 MIN MIN < 7 AS• PHALT 2' WIDE USH R/W LIN B RIBBON CUR UHA L;UUI(T A DRIVEWAY Is TYP.) _W ii t3'� 1 (TYFT) TERIGHT-OF- .7 6i TRACT i 37 - ------ -7, P1,GE '107 Sa " - 100' 7 ....... .. . 777 F -co WIDE 3, .;, ,ai wl B� a _J % 0 a -SPECIAL PA_V� 100, 1A AM F R . Y E, 39 ZONING: i t I 0__ C-2 24' ASPHALT aD 40 DRIVE 100' C14 Cq 10 10 IT 20' in ID r- OD 7 48id 49n 506506 51 L'i U) LO Ai 'MIN4 4 6 43o) 44 Lon) 45 41 11 Ui 100, TRAC7 2 LD B 4 t jr 42 BLD C 5,," )00, U If 111 FS v 18' 18' is' k is' 18-3 18.33' 18' L TRACT �1 TRACT 1 C4 21, C*� 4 377 ....... ... 7 EXISTING BRICK WALL TO REMAIN %CCS Iii nASEMEN'r OFFiCIA, f 1 4171, PA`M*S� y _R(T R,0,Sr-_ HILL G kl' BOOK H,- P PL/ ArGE 14 4' f _j LOCATION MAP VILLAS AT WOODSMERE 1"=3000' ZONE X — AREA OUTSIDE THE 500—YR FLOODPLAIN ZONE A — NO BASE FLOOD ELEVATION DETERMINED FIRM PANEL #12095CO220E ORANGE COUNTY, FL — 12/2000 N.T.S. -rtJRR & GUTTER 9 95 BIK 'RM M il L-4 53BLDG 1 61 Cd 1 60 z 95' wo 20' 61 !I RY RETENTION 0 ASPHALT 20' 'S 54 1YP. TRACT 3 00 BLDG 2 OD - J 62 POND 59 95'J COKER 95' A BRICK 5 F zC01 MIN 2777=, --_-t WITH BL !1D B :;(T�Py 63 BLDG 3 55 ALUM. 24! 58 95' `,95' r_i_ TRACT 1 C ASPHA 7 LT 95' 56 57 64- 44 ACT7- 2 ODaiti L 95! 95 ------ 7777- �L3J3 95' % . . . . . . . . . . � 5 WIDE N TRACT S;DE LAADSCAPING AREA f . . 71... ......... FUTURE RELOCATED RIGHT-OF-WAY ZONING- C-2 GOOD PLAZA,� A REEPL,6,71' PLAT 27, 1 G� E 107 OVES PLA't BOOK, P.,i,GEE tL 0 T 4,4 4 — CANDLER FINE SAND — TYPE A 6 — CANDLER APOPKA FINE SAND — TYPE A USDA SOIL CONSERVATION SERVICE SOIL SURVEY OF ORANGE COUNTY, FL — 1989 N.T.S. —7 A, _0 1' 5 P, it 0 T A 4 Eli— O -r 3 LOT 2 0 Wf30 > LLJ r F LJ ry IM fi fYy R A JA ALOHA 5S AVENUE TYPE "F" CURB & GUTTER (TYP-) 7s—[ LEFT TURN I LEGEND:PROJECT TEAM: SURVEY INFORMATION: PROMff NAME: OWNER LEGAL DESCRIPTION: t VILLAS AT WOODSMERE H. SCOTT GOLD, TRUSTEE THE NORTH 270.00 FEET OF THE SOUTH 1/2 OF LOTS 41 1 860 N. STATE ROAD 434, STE 7 AND 42 LESS THE NORTH 270.00 FEET OF THE SOUTH GROSS SITE AREA: ALTAMONTE SPRINGS, FL 32714 278,292 SF OR 6.38 AC 1/2 OF THE WEST 241.995 FEET OF LOT 42, ROSEHILL 50 0 50 100 LAM USE: GROVES AS RECORDED IN PLAT BOOK H, PAGE 146 OF APMC"r/DEVEWPM* THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA LESS CANT LAND - 6.4 ACRES BAYPOINTE HOMES CORPORATION THE EAST FIVE (5) FEET OF LOT 41 FOR RIGHT -OF WAY. SCALE IN FEET EX 64vMG VB112MATION: 20751 STATE ROAD 520 CULTIVATED PINE ORLANDO, FLORIDA 32833 PH: (407) 568.5868 riF,VrVonu rxLVrJWLJL 3L L"-LLNV Vow. MULTI -FAMILY COMMUNITY SPecfficatiOn VANASSE. HANGEN, BRUSTLIN, INC. FoasmozONNG.- 135 W. CENTRAL BLVD., SUITE 800 P -S ORLANDO, FL 32801 ZONING: PH: (407) 839-4006 PROFESSIONAL OFFICES AND SERVICES P -D MAM"BUHDINGE[HICIEFT' I R2-1 J 35 FT ORLANDO, FL 32801 MAXWMBUMD1NGC0VERA(M PH: (407) 839-4006 ALLOWED: 50% PROPOSED: 24% ARCHITWr'. PARMG MORALES-KEESE DESIGN ARCHITECTS I LEGEND:PROJECT TEAM: SURVEY INFORMATION: PROMff NAME: OWNER LEGAL DESCRIPTION: t VILLAS AT WOODSMERE H. SCOTT GOLD, TRUSTEE THE NORTH 270.00 FEET OF THE SOUTH 1/2 OF LOTS 41 1 860 N. STATE ROAD 434, STE 7 AND 42 LESS THE NORTH 270.00 FEET OF THE SOUTH GROSS SITE AREA: ALTAMONTE SPRINGS, FL 32714 278,292 SF OR 6.38 AC 1/2 OF THE WEST 241.995 FEET OF LOT 42, ROSEHILL 50 0 50 100 LAM USE: GROVES AS RECORDED IN PLAT BOOK H, PAGE 146 OF APMC"r/DEVEWPM* THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA LESS CANT LAND - 6.4 ACRES BAYPOINTE HOMES CORPORATION THE EAST FIVE (5) FEET OF LOT 41 FOR RIGHT -OF WAY. SCALE IN FEET EX 64vMG VB112MATION: 20751 STATE ROAD 520 CULTIVATED PINE ORLANDO, FLORIDA 32833 PH: (407) 568.5868 riF,VrVonu rxLVrJWLJL 3L L"-LLNV Vow. MULTI -FAMILY COMMUNITY SPecfficatiOn VANASSE. HANGEN, BRUSTLIN, INC. FoasmozONNG.- 135 W. CENTRAL BLVD., SUITE 800 P -S ORLANDO, FL 32801 FLTn= LAND USE: PH: (407) 839-4006 PROFESSIONAL OFFICES AND SERVICES SMVEYORM: MAM"BUHDINGE[HICIEFT' VANASSE, HANGEN, BRUSTLIN, INC. R2-1 135 W. CENTRAL BLVD., SUITE 800 35 FT ORLANDO, FL 32801 MAXWMBUMD1NGC0VERA(M PH: (407) 839-4006 ALLOWED: 50% PROPOSED: 24% ARCHITWr'. PARMG MORALES-KEESE DESIGN ARCHITECTS 2.25 SPACES/ UNIT * 64 UNITS=144 SPACES 945 S. ORANGE BLOSSOM TRAIL APOPKA, FL 32703 PARKWO PH: (407) 880-2333 64 GARAGE SPACES STOP 64 DRIVEWAY SPACES LANI)SCAM ARCIEfflEr. 14 SURFACE PARKING ALOHA PACIFICA LLC 2 HANDICAP PARKING 1817 BRIARCLIFF RD. 144 SPACES WINTER PARK, FL 32792 OPEN SPACE REQUIRED PH: (407) 691-0002 30% OF GROSS LAND AREA = 1.91 ACRES Drawn by SG -[Checked OPM SPAM PROVIDED CAD checked by MT AMOUNT Scale 1 11=401 BUFFERS 55,675 SF COMMON AREA/ RECREATIONAL 96,674 SF WAIVER RBQtT= THE APPLICANT RESPECTFULLY REQUEST A WAIVER TO ARTICLE VI, SECTION 6-3 ROADWAY DESIGN STANDARDS, K CUL-DE-SACS, INCREASING THE MAXIMUM LENGTH FROM EIGHT HUNDRED (800) FEET TO APPROXIMATELY 1,125 FEET. THE PURPOSE OF THIS WAIVER IS To COMPLY WITH THE APPROVED CONCEPTUAL PLAN ON MARCH 16, 2004 AND EXTENDED ON JANUARY 4. 2005. NOM: 1. COMMUNITY IS NOT GATED AND CANNOT BE MODIFIED IN THE FUTURE TO ALLOW VEHICULAR GATES. 2. OUTDOOR LIGHTING PROVIDED AT THE ENTRY WAY TO EACH UNIT WILL BE DESIGNED WITH A PHOTOCELL TO ASSURE ADEQUATE LIGHTING DURING NIGHT TIME HOURS. THE HOA DOCUMENTS WILL INCLUDE A PROVISION TO MAINTAIN THE LIGHT FIXTURES AS NECESSARY. I Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB -3932 Sign Summary M.U.T.C.D. SPecfficatiOn Desc. Width Height Number SPEED R2-1 24" 30' LIMIT 20 R1-1 30' 30' STOP Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Site Preliminary/ Final Sitl%.,, Plan All -1101, ph F, Kolb, P.E. PE #41964 Drawing Number C002 Sheet of Project Number 60933.01 Z: REVISION PER PLANNING AND ZONING 02/21/05 JFK No. Revision Date Appvd. Designed by RC Drawn by SG -[Checked by JK CAD checked by MT Approved by RC Scale 1 11=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Site Preliminary/ Final Sitl%.,, Plan All -1101, ph F, Kolb, P.E. PE #41964 Drawing Number C002 Sheet of Project Number 60933.01 P: \60933.01 \cod\1d\P1anset\60933-0VR-PSP.d TRACT 1 L= 18.59' 108.62' BLDG 7 33L=6.51' 107.32' 'ZONING: R -1A t 0 9 NDARY ROSE I it�, 11 L PLAT BOOK 112541 R41,GE,- -129 4 5' LANDSCAPE 6' WOOD FENCE I'VOOD f- or"I'-/111 FIE -1-10 18.33' is 18 18' 18' — 1 18' 18' 1 TRACT 1, 18.31" 18 18' 18' 18' 18' 18' 18.3:� 18.33' 18' 18' is' 18' 18' 18' 18.33' 0. 2' N 1 18.33' 18' 18' 18' 18' 18' 18' 18 33' 1� BLDG 8 BLDG 10 BLDG 11 00 n BLDG 9 r� M N 4 -*1 --t C4 N C4 C-4 10 0 0) 00 r- (0 to It to C4 0 0) (n to (0 061 L6 Ui 6 ori Lfi 6 Ui L6 Lo L6 c� 6 6 RACT 1 -01-,01 -L0 1 6 Lol co 0 0) 0) M 0) (M 0) 0) 0) 0) 0) 0) 0) 0) 0) CF) CF) 0) 0) - 0) 32 1 31 30 Ol 29 1 28 0)1 27 Ol 26 25 0 '03 -01 '01 '01 '01 -01 '01 '01 00 34 '4� 1 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 1 < -4- (3) 16 15 14 1 13 1 12 1 11 1 10 9 0�1 24 23 U� 22 21 20 1� 19 7 18 17 . I C-4 104.72' 00 01 01 01 01 01 01 01 0 1 1 -001 35 101.86' 36 ntc-i 105.24' TRACT 100' — - — - — - ---------- ALOHA COURT BLDG 6 — 37 00 100' 00 38 100' F I 00 39 001 100 40 — [4 0 io '0 100' CAI 0,1 'C-1 I cq I I I io 1 10 1 10 1 10 1 in 1 '01 C5 `t LO (0 r- 00 0) 0) 0) V) 0) 0) 0) OD 41 43LO 44 Lo 45'0 46 Lo 47ui 4 &.6 49',i IM 0) 506 516 52L,6,, 100' TRACT 2 0i0) 00 42 BLD C 5 BLD 4 TRACT 1 100' ' ' ' ' ' ' TRACT 1 C:) 1 18.331 18" 8.33 , 18.33 18 18 18 18 18.33 A A a TRACT 1 TRACT 2 95' 53 95' 54 95' - — BLDG 3 55 95 56 95' 95' 6095" BLDG 2 59 95' 58 95'- 57 95' - (PRIVATE RIGHT -OF- WA)q TRACT 2 TRACT 1 95 ' 61 BLDG 1 95' or 62 AC 95' 2 -co 63 TRACT 95' 64 0695' TRACT 2 TRACT 1 0#0 3 ZONING: 1 C-2 12 c� '0 W '3100D HOME'S E F-'�_AZ A RP -PLAT `E30U 97, A TRACT DESCRIPTION OWNER/MAINTENANCE ENTITY 1 ACCESS, OPEN SPACE, BUFFERS WOODSMERE HOME OWNERS ASSOCIATION 2 PRIVATE RIGHT-OF-WAY WOODSMERE HOME OWNERS ASSOCIATION 3 STORMWATER FACILITY WOODSMERE HOME OWNERS ASSOCIATION 4 FUTURE PUBLIC RIGHT-OF-WAY CITY OF OCEE/ WHOA 5 FUTURE PUBLIC RIGHT-OF-WAY CITY OF OCEE/ WHOA -fl pin -d 441 t r Rol GR0'v1,-`-S Ld PAGE 146 fo- 44 < LtJ < .q > W 0 -J rn No. Revision DateP ry Designed by R LL JChecked by JK CAD checked by 40 0 Scale 1"=4& 40 80 < LL - SCALE IN FEET -fl pin -d 441 t r ALOHA AVENUE all ZONING: P -D J- W 0 < Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Ld Cf) 0 < LtJ < .q > W 0 -J rn No. Revision DateP ry Designed by R LL JChecked by JK CAD checked by Approved by Scale 1"=4& Date October 8, 2004 < LL - ALOHA AVENUE all ZONING: P -D J- W 0 < Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for NOT FOR CONSTRUCTION Drawing Title Overall Preliminary/ Final Subdivision Plan Drawing Number C002A zSheet of i F, K—, olb-- fi Project Number P,E. 60933.01 kPE x,41964 No. Revision DateP pvd. Designed by R LL JChecked by JK CAD checked by Approved by Scale 1"=4& Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for NOT FOR CONSTRUCTION Drawing Title Overall Preliminary/ Final Subdivision Plan Drawing Number C002A zSheet of i F, K—, olb-- fi Project Number P,E. 60933.01 kPE x,41964 P:\60933.01\cod\ld\Planset\60933 LG -GN. Legend Exist. Prop. Exist. Prop. CONCRETE PAVEMENT PROPERTY LINE HEAVY DUTY PAVEMENT PROJECT LIMIT LINE - jJ ; _; 0 RIPRAP RIGHT-OF-WAY/PROPERTY LINE ° o ° o CONSTRUCTION ENTRANCE EASEMENT BUILDING SETBACK 10+00 BASELINE CONSTRUCTION LAYOUT ZONING LINE TOWN LINE LIMIT OF DISTURBANCE WETLAND LINE WITH FLAG FLOODPLAIN BI_SF BORDERING LAND SUBJECT TO FLOODING "z WETLAND BUFFER ZONE NDz NO DISTURB ZONE 200'RA 200' RIVERFRONT AREA GRAVEL ROAD ,c; EDGE OF PAVEMENT CONCRETE CURB _ CURB AND GUTTER SAWCUT _.._r..__.._....... T T STEEL GUARDRAIL WOOD GUARDRAIL ----- PATH `, TREE LINE ;.-_ _._,,..._... WIRE FENCE FENCE --------------- STOCKADE FENCE STONE WALL J=----- RETAINING WALL - - --- STREAM / POND / WATER COURSE _...._._...-._ -- DETENTION BASIN __.......,_a,_.., HAY BALES - -x�- SILT FENCE 4 MINOR s.... �-= BUILDING MAJOR EN BUILDING ENTRANCE l1ii 7 " , b „ LD LOADING DOCK STOP LINE • BOLLARD .�F FD DUMPSIER PAD M W -� SIGN - 6°W DOUBLE SIGN _.._r..__.._....... T T STEEL GUARDRAIL WOOD GUARDRAIL ----- PATH `, TREE LINE ;.-_ _._,,..._... WIRE FENCE FENCE --------------- STOCKADE FENCE STONE WALL J=----- RETAINING WALL - - --- STREAM / POND / WATER COURSE _...._._...-._ -- DETENTION BASIN __.......,_a,_.., HAY BALES - -x�- SILT FENCE ',?.:: "t;;: 4 MINOR CONTOUR C10 20 MAJOR CONTOUR ',?.:: "t;;: 10 PARKING COUNT ?6.J C_ .:r. C10 COMPACT PARKING STALLS T)• DYL-:; DOUBLE YELLOW LINE l1ii 7 " , b „ ;I SL STOP LINE 4� BORING LOCATION IIIIIIIIIIIII ® TEST PIT LOCATION M W Q Mw MONITORING WELL CROSSWALK 6°W ® ACCESSIBLE CURB RAMP -eFP- FIRE PROTECTION HANDICAP PARKING -2°DW DOMESTIC WATER VAN -ACCESSIBLE HANDICAP PARKING Af,1d VAN ? _ ',?.:: "t;;: 27.35 TC x TOP OF CURB ELEVATION ?6.J C_ .:r. 26.85 BC x BOTTOM OF CURB ELEVATION T)• 132.75 x SPOT ELEVATION l1ii 7 " , b „ 45.0 TW x 38.5 BW TOP & BOTTOM OF WALL ELEVATION 1 `�`c 4� BORING LOCATION x :.. r.: ® TEST PIT LOCATION M W Q Mw MONITORING WELL UD UD UNDERDRAIN 1 L C 12" D-► GUTTER INLET T)• DRAIN -= 6"RD-► ROOF DRAIN 1 `�`c 12"S x :.. r.: _ SEWER 1.1;,;4,._ ............. OHw OVERHEAD WIRE __.._._ (,, '................. 6°W WATER 1.r`- -eFP- FIRE PROTECTION i-; -2°DW DOMESTIC WATER ................_ G GAS ? _ UGE UNDERGROUND ELECTRIC No. T TELEPHONE _.._... ~, ..........._...... FA FIRE ALARM Checked by .1K CATV CABLE 1 il'-1.,11, ■ CATCH BASIN ■ GUTTER INLET T)• DRAIN MANHOLE -= ® TRENCH DRAIN r PLUG OR CAP U CID CLEANOUT "•i WM MITRED END SECTION U o HEADWALL til • SEWER MANHOLE CS CURB STOP & BOX WATER VALVE & BOX I3;1 TSV TAPPING SLEEVE, VALVE & BOX Ilk SIAMESE CONNECTION U HYD FIRE HYDRANT "•i WM UTILITY POLE U o WATER METER PIV GUY WIRE & ANCHOR i-; HH POST INDICATOR VALVE 2 ® WATER WELL GG No. 0 GAS GATE v?.= GM Drawn by SG, Checked by .1K III GAS METER W ®EMH ELECTRIC MANHOLE EM ELECTRIC METER '* LIGHT POLE ®H TELEPHONE MANHOLE U TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE & ANCHOR i-; HH El HAND HOLE PB No. El PULL BOX Matchline MATCHLINE Notes: 1. CONTRACTOR SHALL NOTIFY -SUNSHINE- (1-800-432-4770) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. HANDICAP ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL BE SODDED. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12. DAMAGE -RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT SUNSHINE ONE CALL FLORIDA INC. 72 HOURS PRIOR TO ANY EXCAVATION AT 1-800-432-4770. Utilities 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNEC11ONS TO EXISTING UTILITIES AND, WITHIN PUBLIC RIGHTS OF WAY, CONTRACTOR SHALL CONFIRM THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: • PAVEMENTS, CONCRETE SURFACES, AND ALL SURFACE TYPES ALONG ACCESSIBLE ROUTES - FLUSH WITH FINISH GRADES. • LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS - ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 4. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 5. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: • WATER PIPES SHALL BE DUCTILE IRON PIPE (DIP) POTABLE WATER PIPE • SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE • STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) 7. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND PROVIDE EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL CONTRACTOR FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. 8. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. Demolition 1. THE CONTRACTOR TO REMOVE AND TO DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Erosion Control 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM EN11RE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1. BASE PLAN - THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY VHB Inc., AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VHB Inc., DURING 06/23/04 EXCEPT AS NOTED. 2. TOPOGRAPHY - ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL DATUM; BENCH MARK #UL -20, ELEVATION 94.501', (NGVD 1929). Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEME MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB RADII ARE FIVE FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE CAST IN PLACE CONCRETE CURBING WITHIN THE SITE UNLESS OTHERWISE INDICATED ON T}- 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPAC LOADING DOCKS, BOLLARDS, ETC. 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRU SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Legend & General Notes Drawing Number C003 1 L J 1 �J Sheet of `sem i . - Project Number Joseph F. Kolb, P.E. 60933.01 PE #41964 60933 LG-GN.dwg No. Revision Date ppvd. Designed by RC Drawn by SG, Checked by .1K CAD checked by M T Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Legend & General Notes Drawing Number C003 1 L J 1 �J Sheet of `sem i . - Project Number Joseph F. Kolb, P.E. 60933.01 PE #41964 60933 LG-GN.dwg P:\60933.01\cad\Id\Planset\60933 EC.dwg 8. ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 12095CO220E, EFFECTIVE DATE DECEMBER 6, 2000 THIS PROPERTY LIES IN ZONE X. 9. ELEVATIONS SHOWN HEREON ARE BASED ON ORNAGE COUNTY VERTICAL DATUM; BENCH MARK #UL -20, ELEVATION 94.501 (NGVD 1929). 4• t 4/ :W SCALE IN FEET 111.47 4 co U<, 0 O w Q Q M n � = o Q O m 3: O M J n ALOHA AVEN1 SITE BENCI• NAIL AND I ELEVATION (D 00 =w U C.� 8 UKELELE AVENL Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Legend & Abbreviations OD DRAIN MANHOLE Vf FIRE HYDRANT ® CATCH BASIN —n— STREET SIGN Q SEWER MANHOLE LIGHT POLE © ELECTRIC MANHOLE cD-- UTILITY POLE ( TELEPHONE MANHOLE O- GUY POLE O MANHOLEM GUY WIRE EI HH — HANDHOLE Q MONITORING WELL • BOLLARD WV N WATER VALVE GV N GAS VALVE P.R.M. = PERMANENT REFERENCE MONUMENT P.O.C. = POINT ON CURVE P.C. = POINT OF CURVATURE P.R.C. = POINT OF REVERSE CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.T. = POINT OF TANGENCY P. 1. = POINT OF INTERSECTION P.C.P. = PERMANENT CONTROL POINT P.O.L. = POINT ON LINE C.B. = CHORD BEARING C.M. = CONCRETE MONUMENT P.B. = PLAT BOOK PG. = PAGE R = RADIUS L = ARC LENGTH A = CENTRAL ANGLE R/W = RIGHT—OF—WAY —W— = WATER LINE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT CONC. = CONCRETE CATV = CABLE TELEVISION TELE = TELEPHONE ELEC. = ELECTRIC S.W. = SIDE WALK O.R. = OFFICIAL RECORDS BOOK FH = FIRE HYDRANT N&D = NAIL AND DISC IR = IRON ROD IP = IRON PIPE EL. = ELEVATION P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING (YYYI = TREE LINE Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Existing Conditions/ Boundary and Topographic Survey Joseph F. Kolb, P.E. PE #41964• Drawing Number MW Sheet of Project Number 60933.01 tiU9.5.5 LU.dwg No. Revision Date ppvd. Designed by RFT awn by so lChecked by JK CAD checked by MT Approved by RC Scale 1 11=40' Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Existing Conditions/ Boundary and Topographic Survey Joseph F. Kolb, P.E. PE #41964• Drawing Number MW Sheet of Project Number 60933.01 tiU9.5.5 LU.dwg P:\60933.01\cod\ld\Planset\60933 ER.dwg Construction SW -PPP Notes: FL—SW—PPP—NTS.dwg DESCRIPTION 1. Property Owner Name and Address: H. Scott Gold, Trustee 860 N. State Rd 434, Ste. 7 Altamonte Springs, FL 32714 2. Applicant Name and Address: Baypointe Homes Corp. 20751 State Road 520 Orlando, FL 32833 3. Project Location: Latitude: 28.56 Longitude: —81.50 4. Description: This project will consist of a master storm water facility, mass grading, residential lots, and multi—family residential development. The goal is to construct the streets, utilities and storm water pond to serve the project. The types of soil disturbance activities include: clearing and grubbing; installing a stabilized construction entrance, perimeter and other erosion and sediment controls; excavation and stockpiling; storm water facilities and grading; utilities; building foundations; roadway and parking areas; and preparation for final planting and seeding. 5. Sequence of Major Soil Disturbing Activities: (1) Install stabilized construction entrance (2) Install area erosion and sedimentation controls (3) Clear/grub and grade storm water facilities (4) Stabilize denuded areas (5) Install utilities and storm sewer systems (6) Construct building foundations (7) Complete paving (8) Install permanent seeding and planting (9) Remove accumulated sediments (10) Remove erosion and sedimentation controls and stabilize any area disturbed by their removal 6. Area Estimates: Total Project Area = 6.4 Acres, Disturbed Area = 6.4 Acres. 7. For additional information, refer to sheets LEGEND, AND LOCATION MAP and SW—PPP EROSION AND SEDIMENTATION CONTROL DETAILS. 7. It is the responsibility of the contractor to develop and implement a Stormwater Pollution Prevention Plan (SW—PPP) in accordance with both the EPA NPDES General Permit for Stormwater Discharges from Construction Activities and the FDEP Generic Permit for Stormwater Discharges from Construction Activities and all other state and local requirements. A SW—PPP consists of Site Design, Site Assessment, Control Selection, Certification and Notification, Construction/Implementation and Maintenance, Final Stabilization and Termination. The SW—PPP Site Map outlines the minimal requirements for installation of Temporary Erosion and Sedimentation Control where work is accomplished with the project. It is the contractor's responsibility to document field changes and implement control measures not shown on the Site Map or specifications. 40 1 40 8-11a SCALE IN FEET vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Villas at Woodsmere Ocoee, FL Issued for Erosion and Sedimentation Control oseph F. Kolb, PE #41964 C005 60933 ER.dwg No. Revision Date Appvd. Designed by RC Drawn by SG Checked by X CAD checked by MT Approved by RC Scale 111=40' Date October 8, 2004 Villas at Woodsmere Ocoee, FL Issued for Erosion and Sedimentation Control oseph F. Kolb, PE #41964 C005 60933 ER.dwg P:\60933.01\cod\ld\Plonset\60933 DT—ER.dwg hist �` ti . -Post NOTES FOR SiLT F'E'NCES. . . . . . . . . . . . . . . . . . . . . . . . . . . . !. Type Iii Slit Fence to be used'at most locations. Where used In ditohes, the spacing for Type it Slut fence shall be in accordance with Chart 1, Sheet 1. Piece the end post of one fence behindd the end post of the other 2, Type IZ Slit Fence to be used where large sediment loads are antlelpoted. Suggested use fence as shown. Is where fill slope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - the detained water may back intotravel lanes or off the right of way:. Rotate both posts at least 180 degrees 3. Do not construct slit fences across permanent flowing watercourses: Silt fences In:a clockwise direction to create a are to be at upland loodlons and turbidity barriers used at permanent bodies of water.. tight sea! with the fabric material. 9. Where used as slope protection; Silt Fence Is to be constructed an OX longitu>d/nal grade to avoid channellzing runoff Zi; the length of the fence.. Drive both posts Into the ground and bury flop. 5 Slit Fence to be paid for under the contract unit price for Staked Silt Fence, ( LF ). .... .......... ............................... PLAN VIEW . . JOINING TWO SILT FENCES optional Post Positrons Poultry Mesh (X Co. Min. ) Principle Post Position . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Post Options: Softwood 4" Dia: Or Type A Fence Fabric 2b'r: l Contig 20' Toward flow ) Softwood 4"x4' llndex No.: 451 & Sec. 550 Hardwood 3" Die. ' 10' Max. FDOT Spec..) 8l Steel 1.331hs/ft MIn;;),I— With ; ( r Poultry Mesh. Or Type A Fence Fabric Filter Fabric !In Conformance.r Sec. 985 FOOT Spec:) I i Filter Fabric >� u II II ( Silt Flow '_ U 11 . ELEVAT ❑ SECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TYPE SILT FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Post Options: Softwood 2�r ' Dia. Optlonai PostPosHlons C Prinalpie Post Position: Softwood 2" x 4" a (Canted 20' Toward Flow) Hardwood !°x If, Filter Fabric lin Steel t.3316s!{t C 6 Mox. i Conformance With Sec. 985 FDOT Spec l } m Filter fabric E `° 1 I Silt Flow 0 s. i \ es N-- — — — —— _ v . . . . . . . . . . . . . . . . . . . . . . . . ELEVATA N SECTION . 2 TYPE ' SILT FENCE t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `�� - Slit Fence _ Siormwatar r r' . . . . . . . . . . . . . . . . . . . . . . . . . . . . Runof€ - . . . . . . . . . . . . . . . Slit Fence Protection Silt Fence Protection Slit Fence In Ditches with Intermittent Flow Around Ditch Bottam Inlets. . . . . . . . . . . . . . . . SILT FENCE APPUCATIONS Temporary Erosion and Sediment Control 3/02 N.T.S. Source: FDOT 2002 FL—SW—PPP—DT.dwg (FDOT 102 Erosion Control.tif) "Vinyl Sheathed EAW Steel Cabte ( 9800 Lbs. Breaking Strength) With Galvanized Connectors (Toot Free Disconnect) :dotted PVC Connector Pipe r Vefal Collar Reinforced) Closed Cell.Solid Plastic Foam Flotation (B" Dia.. Equlv.) (11 lbs: Per Ft: Buoyancy) Closed :'ell Solid Plastic Foam Flotaticxf (.6" Did. Equiv.) ( /2 Lbs. Per Ft. 3uoyoncy) -, Pot+;pro Rope l6Ci 1b. Breaking .'R Oz. Nylon Reinforced o`' /8: Oz. Nylon Reinforced Str+.ogth1 /-VC Fabric f30O psi Testi " EPVC Fabric. (300 psi Stress Plate (Galvanized Clain Test) Wlth Lacing Gromvnets #°Gatvonlzed Chain- TYPE .7 TYPE T I i i �yN A ►5' Std: (Single Panel For Depths 5' or Less). ca'° DE-5'Std. lAddltloral Panel For Depths >.59.. 1 _ Curtain To Reach Bottom Up, To Depths Of 10 Feet: — Two(2).Panels To Be Used For. Depths Greater Than 10. Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. NOTICES COMPONENTS OF TYPES IAND ZMAY BE SIMILAR. OR IDENTICAL TO PROPRIETARY DESIGNS: ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES LAND II SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY iDITY E i LEGEND . Proposed Toe Of Stupe 0 PileLocaflcns. $ Dredge Or Fill Area �� Q+ Mooring Buoy w/Anchor CaAnder r� useway <. a . M _ Berri rMo Ammo Due To Current µ µ Shore Llne -rt("?� ��i�' 100 . I Typical e ate e Current Structure Alignment e o)m NOTES: 1. Turbfdify barriers are to be used In all permanent bodies of water regardless of water depth: 2 Numbar and spacing: of angors dependent on current velocities. J. Deployment of barrier around pile locations army vary to accommodate construction. operations. 4. Novloq°Ion may require segmenting barrier during construotlon operations. 5. For avh'ltlonai Information see' Section: 104 of the Standard Specifications. Shore Line— Limits Of Const. --c Turbidity - Barriers �= --Limits Of Const. Shore Line. Notei Turbidity barriers for: flowing sfreams. and tidal creeks maybe either floating, or staked or any combindlons of types that will sull site conditions and meet erosion control and water quallly requirements. The barrier type(s) Rantl be at the Contractors option unless othervise specified In the plans, however payment v,•ill be under the pay ftemls) established In the plans for Floating Turbidity Barrier and/or Stoked Turbidity Barrier. Posts In stoked furbldity barriers to be Installed in verticil position unless otherwise directed by the Engineer. Past !Options: 2" x 4" Or 2J` Mtn: Dia. Woody Steel 6' Ma. 1.33 Los/Ft: Mtn: l � 18 Oz. Nylon Reinforced PVC Fabric ( 300 pst Test) II iI *b o M it II ti R - —. STAKED TUR81DITY BARMEP GENERAL NOTES 1. Floaflitg turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier,LF. 2: Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. TUIVDITY BARRIER APPLICATIMS Turbidity Barriers 3/02 N.T.S. Source: FDOT 2002 FL—SW—PPP—DT.dwg (FDOT 103 Turbidity Barriers.tif) Approach Length �A 50' Std. 131 i W — �^ ^ :^_ Slope To Drain -- — Swale A Sediment Pit -i--.4— Lo Length As Required a e e e We Hoy Bales Filter Fabric . 4" Min. Type D=1; Index No. 199 TRANSITION DETAIL 15' Or 30' --Aggregate I I Construct Paved Turnout ( Index No 515). May Be Deleted If Approved i By The Engineer. I I I I I i 15' i� i ( Berm Hay Bales bw K. PItVolume Is Below The Inlet Elevation Or The Outlet Elevation, Whichever Is Lower. SECTION B =B Aggregate Cover Per 5' index No. 205 Existing Roadway Edge Of Pavement GENERAL NOTES 1. A Sail Tracking Prevention Device i STPD ).shallbe constructed at locations designated by the engineer for points of egress from unstablllzed meas of the project to public roads where offsite tracking of mud could ooaur. Traffic from unstabilized areas of the construction project shall be directed thru a STPD. Barriers; fWinq;. or other positive mems shall be used as required to limit and direct vehicular egress across the. STPD: 2 The Contractor may propose an alternative tedvaique to minimize offsite trocking of sediment. The alternative must be reviewed and approved by the Engineer prior to Its use. J. All materials spilled, dropped, or tracked onto public roads ( Including the STPD aggregate and consttuctlon mrd ) shall be removed dally, or more frequently if so directed by the Engineer. 4. Aggregates shall be as described In Section 901 excluding 901-2.3. Aggregates aha11 be FOOT size tel. If this size Is not available, the next ovailobfe smaller size aggregate may be substituted with the approval of the Engineer. Sizes containing excessive small aggregate will track off the project and ore unsuitable. 5. Thee sediment pit should provide a retention volume of 3600 oublo feet/acre of surface area draining to the pit. When the STPD Is Isolated from. other drainage areas, the following pit volumes will satisfy this requirement: 15'x 50' -100 W 301'x 501'=200 ft' As an option to e sediment pit , the width of the swage bottom can be lnrxeased Me obtain the volume, When the sediment pit or swale volume has been reduced to one half, It shall be cleaned. When a swale Is used; hay bales or slit fence shall be placed along the entire length. 6. The swele ditch draining the STPD shall have a 0.2% minimum and a 1.0% maximum grade along the STPD and to the sediment pit. T. Mitered and sections are not required when the sidedrain pipe satisfies the clear zone requirements: 8: The STPD shall be. maintalned In a' condition that will allow It. Zperform its fwWlon. To prevent bffslte tracking, the STPD shall rinsed Its when In use) to move accumulated mud downward thru the stone: Additional stobilizathan of the vehlarkrr route leading to the STPD may be required to limit the, mud tracked. 9 A STPD shall be paid for under the contract unit price for Sell Tracking Prevention Device. EA. The unit price shall constitute full corrpensatlon for construction, maintenance, replacement of materials, removal,.and restoration of the area utilized for the STPD; including- but not limited to excavation; grading, temporary pipe ( Including MES when required ), filter fabric. aggregate, paved turnout f Including asphalt and base construction ), ditch atabfltmtlon. approach route sfabilizathon, sediment removal and disposal, water, rinsing and cleaning of the STPD and cleaning of public roads, grassing and sod. Hay bales shall be paid for under the contract unit price. for Hay or Straw Baled, EA. Slit fence shall be paid for under the contract unit price for Staked Silt Fence, LF: 10. The nominal size of.a standard STPD Is 15'x 50'unless otherwise shown in the plans. If the volume of entering and exiting vehicles. warrant, a 30' width STPD may be used If approved' by the Engineer. When a double width (301) STPD is used, the pay quantity shot! be 2 for each location: Filter Fabric Fabric 004 k e To Draln 10:1 ft/ft Min. Compacted Sockflil Existing Or Temporary Filter Fabric STdedrarin Pipe RURAL CONNECTION To Be Stabilized As Required DETAIL SECTION A -A Based On Flow And Grade. Soil Tracking Prevention Device Type A (STPD) 3/02 N.T.S. Source: FDOT 2002 FL—SW—PPP—DT.dwg (FDOT 106 Tracking Prevention Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 9 FAX 407 839 4008 EB -3932 rroject litle The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title SW -PPP Erosion & Sedimentation Control Details Drawing Number C006 A/ L1l bf Sheet of Project Number Joseph R Kalb, P.E. 60933.01 FE #41964 uuy.3J U I—tK.awg No. Revision Dote ppvd. Designed by RC JDrawn by SG Checked by X CAD checked by A T Approved by RC Scale N.T.S. Date October 8, 2004 rroject litle The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title SW -PPP Erosion & Sedimentation Control Details Drawing Number C006 A/ L1l bf Sheet of Project Number Joseph R Kalb, P.E. 60933.01 FE #41964 uuy.3J U I—tK.awg P:\60933.01\cod\ld\Plonset\60933 TYP.dwg EXISTING BRICK WALL TO REMAIN 1 ZONING: C-2 6" 20' PARKING STALL 2' FDOT TYPE D 2' FLUSH CURB RIBBON CURB_�t —R/W LINE 14' 15" TRAVEL LANE 2_ EXISTING BRICK WALL TO REMAIN- CA CONSTRUCTION 33' 15" 1 2'1 16' I TRAVEL LANE ..,62,0% ANDSCAPING AREA 6" 1 `-2' TYPE "A" MINIMUM 1 1/2" TYPE S—III A.C.S.C. CURB STABILIZE SUBGRADE TO STABILIZE SUBGRADE 6 BEYOND CURB (TYP) CONCRETE PAVER TO 6"" BEYOND CURB 12"" COMPACTED SUBGRADE SEE NOTE BELOW (TYP) COMPACT TO 98% MOD. PROCTOR AASHTO T-180, STABILIZED TO 8" LIMEROCK BASE 50 FBV TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS Typical Section „A„ N.T.S. ZONING: `C-2 3 CENTER NOTE: SEE . LANDSCAPE PLANS FOR TYPE, STYLE, AND COLOR OF CONCRETE PAVERS. R/W LINE C/L CONSTRUCTION I 14' 23' 1211-12' 12' 1 2" 4" 5' I TRAVEL LANE ' TRAVEL LANE 6� s° g 21 0_y 2.0% Ego- Vanasse Hangen Brustlin, Inc. b0 f f k UJ Transportation CIL Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 �t EB -3932 �F 6" 20' PARKING STALL 2' FDOT TYPE D 2' FLUSH CURB RIBBON CURB_�t —R/W LINE 14' 15" TRAVEL LANE 2_ EXISTING BRICK WALL TO REMAIN- CA CONSTRUCTION 33' 15" 1 2'1 16' I TRAVEL LANE ..,62,0% ANDSCAPING AREA 6" 1 `-2' TYPE "A" MINIMUM 1 1/2" TYPE S—III A.C.S.C. CURB STABILIZE SUBGRADE TO STABILIZE SUBGRADE 6 BEYOND CURB (TYP) CONCRETE PAVER TO 6"" BEYOND CURB 12"" COMPACTED SUBGRADE SEE NOTE BELOW (TYP) COMPACT TO 98% MOD. PROCTOR AASHTO T-180, STABILIZED TO 8" LIMEROCK BASE 50 FBV TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS Typical Section „A„ N.T.S. ZONING: `C-2 3 CENTER NOTE: SEE . LANDSCAPE PLANS FOR TYPE, STYLE, AND COLOR OF CONCRETE PAVERS. R/W LINE C/L CONSTRUCTION I 14' 23' 1211-12' 12' 1 2" 4" 5' I TRAVEL LANE ' TRAVEL LANE 6� s° g 21 0_y 2.0% Ego- Vanasse Hangen Brustlin, Inc. b0 f k UJ Transportation CIL Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 �t EB -3932 TYPE "F" CURB & GUTTER (TYP.) <i*.ti017Ti 40 0 40 80 SCALE IN FEET R/W LINE R/W LINE C/L CONSTRUCTION R/W LINE 14' 25' 2" 12' 12' 2" 11' 5` i TRAVEL LANE TRAVEL LANE 6" ,2.0% `-4" THICK CONCRETE 4" CONCRETE SIDEWALK 2' FLUSH SIDEWALK FDOT TYPE F (WHERE APPLICABLE) RIBBON CURB s 2' FLUSH (WHERE APPLICABLE) CURB & GUTTER FDOT TYPE F RIBBON CURB CURB & GUTTER STABILIZE SUBGRADE TO STABILIZE SUBGRADE TO STABILIZE SUBGRADE TO 6 BEYOND CURB (TYP) STABILIZE SUBGRADE TO 6" BEYOND CURB (TYP) CONCRETE PAVER 6" BEYOND CURB (TYP) I 6 BEYOND CURB (TYP) SEE NOTE BELOW 12" COMPACTED SUBGRADE MINIMUM 1 1/2" TYPE S—III A.C.S.C. 12" COMPACTED SUBGRADE COMPACT TO 98% MOD. PROCTOR TO 98% MOD. PROCTOR AASHTO T-180, STABILIZED TO 8 LIMEROCK BASE AASHTO T-180, STABILIZED TO 50 FBV 8" LIMEROCK BASE 50 FBV l TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS TRAVEL LANES ARE 2% CROSS SLOPE UNLESS OTHERWISE NOTED ON PLANS Typical Section "B" N.T.S. Typical Section "C" N.T.S. NOTE: SEE LANDSCAPE PLANS FOR TYPE, STYLE, AND COLOR OF CONCRETE PAVERS. Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Typical Roadway Section & Key Map Joseph F. Kolb, P.E. Drawing Number C007 Sheet of Project Number 60933.01 60933 TYP.dwg No. Revision Date ppvd. Designed by RC 1Drawn by SG Checked by JK CAD checked by MT Approved by RC Scale I"=49 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Typical Roadway Section & Key Map Joseph F. Kolb, P.E. Drawing Number C007 Sheet of Project Number 60933.01 60933 TYP.dwg P:\60933.01\cod\ld\Planset\60933 GHK I YI'.ciw EXISTING RIGHT–OF–WAY 30' _FUTURE ROW EXTEND BASE 6" EXISTING BEYOND ASPHALT 5" CONC (TYP) SIDEWALK 1-1/4" FRICTION COURSE, ACSC 2" TYPE S–I ACSC 10" LIMEROCK BASE 12" COMPACTED SUBGRADE TO 98% MOD. PROCTOR AASHTO T-180 STABILIZE TO 50 FBV 5' LANDSCAP EASEMENT ---i,, EXISTING 60' RIGHT–OF–WAY i t a i z a S "a P ( t I i I co Aco i g P F i o; 1 � ti } 'j P'waSig {{ Q DEMOLISH PAVEMENT AS SHOWN. SAWCUT EDGE OF PAVMENT FOR CLEAN EDGEy (TYP) " i , go 11 GENERAL NOTES: 1. DEVELOPER TO CONSTRUCT ALL OFFSITE IMPROVEMENTS ALONG GOOD HOMES ROAD. ZONING: P—D 36 2 7— 12" 12' 12' --THRU LANE TUR ING LANE THRU LANE EXISTING CENTER OF ROAD NEW EXISTING EXISTING PAVEMENT PAVEMENT EXISTING (TYP)( 2' WIDE CURB 5' CONC AND GUTTER SIDEWALK ROADWAY SECTION „A„ N.T.S. I 20 0 20 40 SCALE IN FEET EXISTING 60' RIGHT–OF–WAY 1 12' 4' 14' 14' 4' 12' 1 SWALE 6„ SHOULDER I EXISTING CENTER OF ROAD EXISTING NEW PAVEMENT I EXTEND BASE 6" PAVEMENT BEYOND ASPHALT (TYP) f(TYP) 1-1/4" FRICTION COURSE, ACSC- 2" TYPSE S–I, ACSC- 10" LIMEROCK BASE - 12" COMPACTED SUBGRADE TO 98% MOD. PROCTOR AASHTO T-180 STABILIZED TO 50 FBV ROADWAY SECTION "B" N.T.S. EXISTING ROAD SHOULDER Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 - W o- 11 No. Revision Date WET Designed by RC Drawn by SG Checked by JK CAD checked by MT Approved by RC Scale I"=49 Date October 8, 2004 a.W.iy 0 'j P'waSig {{ Q DEMOLISH PAVEMENT AS SHOWN. SAWCUT EDGE OF PAVMENT FOR CLEAN EDGEy (TYP) " i , go 11 GENERAL NOTES: 1. DEVELOPER TO CONSTRUCT ALL OFFSITE IMPROVEMENTS ALONG GOOD HOMES ROAD. ZONING: P—D 36 2 7— 12" 12' 12' --THRU LANE TUR ING LANE THRU LANE EXISTING CENTER OF ROAD NEW EXISTING EXISTING PAVEMENT PAVEMENT EXISTING (TYP)( 2' WIDE CURB 5' CONC AND GUTTER SIDEWALK ROADWAY SECTION „A„ N.T.S. I 20 0 20 40 SCALE IN FEET EXISTING 60' RIGHT–OF–WAY 1 12' 4' 14' 14' 4' 12' 1 SWALE 6„ SHOULDER I EXISTING CENTER OF ROAD EXISTING NEW PAVEMENT I EXTEND BASE 6" PAVEMENT BEYOND ASPHALT (TYP) f(TYP) 1-1/4" FRICTION COURSE, ACSC- 2" TYPSE S–I, ACSC- 10" LIMEROCK BASE - 12" COMPACTED SUBGRADE TO 98% MOD. PROCTOR AASHTO T-180 STABILIZED TO 50 FBV ROADWAY SECTION "B" N.T.S. EXISTING ROAD SHOULDER Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Off -Site Improvements Good Homes Road Drawing Number PE #41964 Sheet of Project Number 60933.01 W9 dwg No. Revision Date Appvd. Designed by RC Drawn by SG Checked by JK CAD checked by MT Approved by RC Scale I"=49 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Off -Site Improvements Good Homes Road Drawing Number PE #41964 Sheet of Project Number 60933.01 W9 dwg P:\60933.01\cad\ld\Plonset\60933 PLOT.dwg 40 0 40 80 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Sign Summary . ��. Specification Desc. Width Height SPEED R2-1 24" 30" LIMIT 20 R1-1 30" 30" STOP Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Layout & Materials Plan J seph F. Kolb, P.E. PE #41964 Drawing Number Sheet of Project Number 60933.01 60933 PLOT.dwg No. Revision Date ppvd. Designed by RC Drawn by SG Checked by ✓K CAD checked by MT Approved by RC Scale 11'==401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Layout & Materials Plan J seph F. Kolb, P.E. PE #41964 Drawing Number Sheet of Project Number 60933.01 60933 PLOT.dwg P: \60933.01 \cod \1 d \PI onset \bulj,),) tLUI.Uw 70 LA1' BOOK 1 311, AOCE 129 Drainage Structwe Chad 3- g 6 P A GE, 00 15 IINV.in El. From S YI-2 ........ . 111.87 . 109.2 YI-4 108.77 ...... . ....... YI-3 . ..... 111.27 YI-4 108.77 ............. 1;9 mcr, F WALL F�F�Etft -0 sv YI-4 111.25 OF W ALL ELEV- 120 F FODTIN� M, N-I'l 2 \1• TOP OF ALI�t -�JJ 2 J FOOTING,., ELEV 11. TQE OF 112.76 _=!4 YI-4 0 HILL GROVE'S 7 111.93 12" PVC ............. . ...... El -7 P-2 Book' PAGE— YI_6 .......... .......... 111.93 HIP .67 F1 FF1 113.65 171 P M - Approved by RC 13.1 E1-3 C BLDG 8 ..... . ...... ............ R=112.48 P K-13,42 FFE 114.00 113-38 R=111.41 P I =107.20 (E1-2) 09.14 ... ... _.BLDG 7\, ... ........ YI-9 13.0 I= 107.20 (E1-4) i6i.92 YI-8 108.92 .................. ... . ......... 41 w, YI-1 0 ............. yi-11 112.91 112.77 . . ........ 108.21 107.84 YI-1 0 ............. 108.21 107.84 LA1' BOOK 1 311, AOCE 129 dim OKWM IFIR LL .6 113.13' X 111.25 24" RCP --*-- E] BLDG FFE 113.80k T 7 M Z _113 . 1.2 iL P R=112.30 Era I=107.53(E`1= P: \60933.01 \cod\Id\Pianset\60933—TYP—PONDSFC M N Mi DOSTV Pond Typical Section - No Liner N.T.S. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB -3932 vroject uae The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Pond Sections Drawing Number C201 Sheet of p F. Kolb; P.E. Project Number PE #41964 60933.01 No. Revision Date ApTvd. Designed by RC Drawn by LL Checked by ✓K CAD checked by Approved by Scale 1" = 40' Date October 8, 2004 vroject uae The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Pond Sections Drawing Number C201 Sheet of p F. Kolb; P.E. Project Number PE #41964 60933.01 P: \60933.01 \cod\Id\Plonset\60933—AERIAL.dwg Vanasse Hanjeen Brustlin, Inc. P:\60933.01\cod\ld\Planset\60933 PP—WOD.dwg 7j Structure Type Station Offset E1-3 C 100+31.74 0.00 E1-4 C 102+7_2.92 0.00 E1-5 C `•. 105+41.28 0.00 E1-6 C 107+21.74 0.00 E1-7 C 1 108+62.03 14.00 E1-8 C 108+62.03 14.00 F�AA !gWiTf-liff am w < O t wt n W 0 00 LLJ AJC * C, A" VE 0 PAVEMENT SHOWN. SAWCUT ;E OF PAVEMENT CLEAN EDGE P) 40 0 40 80 4 0 4 8 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 P:\60933.01\cod\ld\Plonset\60933 PP—JFK.d Z' FUl A M �MrKg= #a Drain Structures Chart Structure Type Station 7 Offset El— C 201+56.77 77.33 R .................... E1-2 C 201+63.87 36.07 R Sewer Structures Chart I Station Offset —Structure SMH 6 :202+03.08 40.48 R N SMH 7 ;201+65.44 48.89 R SMH 8 200+24.68 9.92 L SMH 9 201+71.83 139.48 R SMH 10:201+54.54 < 188.03 R 40 0 40 4 0 4 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB -3932 60933 PP-JFKdwg P:\60933.01\cod\ld\Planset\60933 PLOTA �:EXIS-I`ING 8" PVC SS EXISTING MH -11 INV.= 104.71 _Lf _CYJ 7 _SAG E S 371 - ROSE 1HI'LL. 'GROVE-,:��,' PLAT BOCJ!rr 1H, PAGE' 146 CW 1 T 6, -Y, GENERAL NOTES: 1. IRRIGATION WATER SOURCE WILL TRANSFER FROM POTABLE TO REUSE (NON—POTABLE) WATER WHEN IT BECOMES AVAILABLE. GOOD P`P PLA -1, BOOK 2`7 JIJ i 11 40 0 40 80 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation - Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 - EB -3932 vloEt ZONING: P—D No. Revision Date ppvd. Designed by RC Drawn by SG 11 40 0 40 80 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation - Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 - EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Utility Plan Drawing Number mm Sheet of Project Number 60933.01 Joseph F. Kolb,'j�._E 60933 PLOT.dwg No. Revision Date ppvd. Designed by RC Drawn by SG Checked by JK CAD checked by MT Approved by RC Scale 111=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Utility Plan Drawing Number mm Sheet of Project Number 60933.01 Joseph F. Kolb,'j�._E 60933 PLOT.dwg P:\60933.01\cad\Id\Plonset\60933 DT -SITE. --- ASPHALT PVMT. (PER CIVIL ENG.) INTEGRAL COLORED CONCRETE SAND BROOM FINISH EXPANSION JOINT UJ/ BACKER ROD 4 COLORED CAULK (TYF) 1/8" R (TYf=9 2'-/�/Til SG—/-- 11-011 ° O. ° d - 0° A ° ° - ° v/.• ° v ° a ��d• . a d) all 3 04 BARS CONT, INTEGRAL COLORED CONCRETE - SCORED AS INDICATED SEE PLAN ROCK SALT FINISH V' X ro" 10/10 U)UF BRICK CAP- SEE DETAIL BRICK WALL IN RUNNING BOND. JUMBO BRICK. m `t E5 @ 32' O.C. - 50% OF BARS TO EXTEND TO EL +4 4% ALTERNATING 50% OF BARS SHALL EXTEND FULL HEIGHT OF WALL. FINISH GRADE Section Thru Pavers @ Entrance N.T.S. STREET CURB & GUTTER NOTES: °• a. Q CONCRETE TO BE 2500 PSI a - 0 APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. ° • a Q1 x 4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. 3 - E5 CONT. W/ E4 0 32' O.C. ® ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE BOTTOM TRANSVERSE MORE OF CONCRETE COVER. (S)SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK COMPACTED SUB -GRADE WIDTH. NOT REQUIRED IN DRIVE. Wall Section - Good Homes Road 1/4" =1'-0" BRICK CAP. SEE DETAIL INTERLOCKING CONCRETE PAVERS "HOLLAND STONE" IN ROWLOCK SAND INTERLOCKING CONCRETE PAVERS "UNI -DECOR" P SAND SETTING BED 4" GREY CONCRETE S.O.G. 61, X ro IT 10/10 WiF 2 04 BARS CONT. COMPACTED SUBGRADE Driveway Approach 11/95 N.T.S. Source: City of Ocoee Utilities Department 600 - — - -1 -E5 REBAR Sx12x12 C.KU GROUT CELLS. 4- E5 VERTICAL, ONE EACH CORNER PROVIDE E2 CLOSED TIES 0 16' O.C. o in BRICK WALL IN RUNNING BOND. JUMBO BRICK. COLOR TO BE SELECTED. ==F� FINISH GRADE 10' _,,. - - =- 3,11 500 PSI CONC (MIN) - 5 -E5 EACH WAY, BOT. 4" 3/4" RADIUS SEE STRUCTURAL DWGS. SLOPE TO DRAIN FIN GRADE ° _2% MAX rl • � n • .. � �\�\; ;r a • • a _ . • . • • • r �I I �I I �I I 1=1 I I-1 I �I �I I �I I 1=1 I �I I �I I �I I I-1 I III -1 I I— 11=1 I I—III=1 I=IIF— I a ° �IICIC-III�I I�II�II�IIIJI�II�II�II�I IIIJIE 111111 HIIII TOP SOIL COMPACT SUBGRADE TO 95% MODIFIED PROCTOR 6x6 - 10/10 WWF COMPACTED SUB -GRADE DENSITY. 4'-0' NOTE: PLACE SAWCUTS AND/OR CONSTRUCTION JOINTS AT 10' O.C. Brick Column Section- Good Homes Road Sidewalk Section 1/4" =1'-0" N.T.S. Joint Seo0 =GutterD, Con (-� in Povement .11'� Exp. Jolt And Preformed Joint FIIIwD D Appiles to both high and low sides of pavement, low aide shown. Expansion Joint Between Gutter and Pavement N.T.S. 8." 6"' R _ Joint Seal 001 'Yt r�R- Conc. Pav t. to 7 Exp. Joint And Preformed Joint Filler TYPE D *Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal ore required on concrete pavement only. 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. TYPE F Slope To Fit 10" V-2" Driveway,_` Tia Std. 6" Min. 2'-0" *See Note Above. Note: To be paid for as parent curb. DROP CURB INTERLOCKING CONC. PAVERS P SAND SETTING$ BED (AFTER COMPACTION) 5" GREY CONC.--\ S.O.G. INTEGRAL COLORED CONCRETE BAND. EXPANSION JT. W/BACKER ROD 4 COLORED CAULK INTEGRAL COLORED CONIC. ROCK SALT FINISH. 05A. iooii ii. ilii E ww-= E.wmu III- I 611 X 9,11 6" 6" U.F 10/10 W(TYP) X 10/10 WIF (TYP) 2 - 03 BARS CONT. COMPACTED SUBGRADE Section Thru Pavers N.T.S. TYPE F 3' TRANS. CURB &GUTTER 2 PLAN TOP OF CURB 1 3 TRANS (TYPE F) I� GUTTER PROFILE r4' BLUE /` GONC. WALK �r WHDAI�� O DIS M . WHA STOP 1750 FINE PAINT f.fi 31&I4 " BL UE FDOTUA PAI W I TED PAINTED YELLOW WWDICAP SYMBOL ,( j-CCONCC. WALK OR PAVEMENT 8.5'0. 0.08' 1 S.fY Appvd. I � 18' � PARKING BY 75 DIA DISABIID 1' POUT ONLY 3.0' 0.9' R Jr T �� ,0 WHITE PAINT ED\( 11 � 1 0 1. ALL SIGN LEI IERS ARE 1' SERBS 'C' PER M.U.T.C.D. 2. TOP PORTION OF SIGN SWILL HAVE REFLECfORigp (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REPLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF 51GN SHALL HAVE A REF ECTDRREO (ENGINEERING GRADE) WITH BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND dr BORDER. S. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INSTALLATION HOGHT OF SIGN SHALL BE IN ACCORDANCE WITH swnoN 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M.U.T.CD.) 7. SIDEWALK IS FLUSH WITH PAVEMENT AT ACCESSIBLE ROUTE 8. STALL PAVEMENT SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTM. Curb Transition Accessible Parldng detail N.T.S. N.T.S. r6ROPERTY UNE "X 14" PRECASE CAP W/2 — #4 L —3/4' CHAMFER 1 (TYP) BOND BEAM W/2 — #4 4" BRICK FACING COLOR MATCH EXISTING 8" CMU WITH TRUSS TIE REINFORCING EVERY OTHER COURSE I 1'00 M3 #6 CENTERED IN A FULLY GROUTED CORE TYPICAL EACH CORNER AND 5'-0' O.C. MAX CONCRETE F00 NGK NOTE: 7 FT BUFFER WALL HEIGHT MEASURED FROM THE FINISH GRADE ON WHIC14 EVER SIDE OF THE WALL IS HIGHER. FRONT OR BACK. Typical Buffer and Wall Section- Northern Property Line N.T.S. PARIDNG BY DIS M Pew ONLY 1750 FINE f.fi 31&I4 s'0 GALVANIZED STEEL PIPE PIPE 2.50o� CONCRETE. PAINTED YELLOW rW/ j� t�_ JOINT ,( j-CCONCC. WALK OR PAVEMENT CAST POLE 9". To 3/4" 9," CAST CANTI LEVER BRACKE 15 36" 2" X 2 GALVANIZED � STEEL POST POSTS MAY BE DRIVEN T IF PLACED IN POSTHOLE, FILLED AND COMPACTED WITH CLEAN SOIL MIXED WITH 2OLBS. PORTLAND CEMENT. Street Name Assembly N.T.S. BASE 8' STEEL BAR THRU POST Ir DEA ALL FASTENERS TO BE ZINC PLATED STEEL 7" URBAN OR 5" RURAL Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 rroject 11116 The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Site Details Drawing Number C500 Sheet of l / Project Number oseph F. Kolb, P.E. 60933.01 PE #141964 60933 DT-SITE.dwg No. Revision Date Appvd. Designed by RC Drown by SLG Checked by JK CAD checked by A T Approved by RC Scale N.T.S. Date October 8, 2004 rroject 11116 The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Site Details Drawing Number C500 Sheet of l / Project Number oseph F. Kolb, P.E. 60933.01 PE #141964 60933 DT-SITE.dwg P: \60933.01 \cad\Id\Plonset\60933 DT-DRN.d 10 4 2 I I N 4 r GrateJo- 2" CI. Eye Bolt Q See Index 201 co 0 U 0 N o� #4 ,Bars 6 12 Ctrs. X SECTION : teary �� L () '- �'��'- Recommended Maximum Pipe Size: 2'-0" Wall -18" Pipe 3'-1" Wall -24" Pipe Type C 3'-1" TYPE C Type D 4'-1" INLET Type E 4'-6" , 5 n 8„ 8" 2 38 �"� co " 8 6'-0" 8" Unless Otherwise Shown On Plans PLAN 8" m Type C 2'-0" Type D 3'-1" Type E 3'-0" r� 8" 3�_6" 8,. `- V rn = c m Unless Otherwis _N 0 m m a Shown On Plans d - NOTE: Alt. B Structure Bottom Only. See Index No. 200 STRUCTURE BOTTOM FOR INLETS TYPE C, D & E Straight Bars 2"�� GENERAL NOTES 1„ 3„ Reticuline Bars 1- x - 1. These inlets are suitable for bicycle and pedestrian areas and ore to be used in ditches, 1 1 4 16 medians and other areas subject to infrequent traffic loadings but are not to be placed Bandsly x 4„ in areas subject to any heavy wheel loads. ApprOX. Weight 1 OO Lb S. 2. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than TYPE C those recommended must be checked for fit. STEELGRATE 3. All exposed corners and edges of concrete are to be chamfered. Manhole Frame and Cover N.T.S. _C .O L0 X r N C- L� E- Q) Lo n U) W� N .E >no X O �N� in o 0 �z� 3 rr 3"-4"' 5 311 54 2"-0"" Grate- ' o- 2"" CI. Eye Bolt _ See Index 201 U N 3'-4" 1° #4 Bars @ 12"" Ctrs. SECTION 2'- " 1-t �Huot:S u 15 Bars *6 �� O0� ( u Straight Bars 2""A Reticuline Bars 14"x 16rr PLAN Recommended Maximum Pipe Size: Bands12 x 4 rr 2'-0"" Wall -18"" Pipe Approx. Weight 100 Lbs. 3"-1 "" Wall -24"" Pipe Ditch Bottom Inlet - Type C N.T.S. 0 6.42' A 6.25' DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS. 010.40' O 10.10' DIMENSIONS DIMENSIONS & QUANTITIES PIPE LENGTHS. o O CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW. D X A B C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) ppvd. SODDING (Sq. Yds.) Single Double Triple Quad Pipe Pipe Pipe Pipe Standard Extra Single Double Triple Quad Single Double Triple Weight Pipe StrongPipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Quad Pipe 15" 2'-7'" 2.27' 4.09' 6.36' 4.03' 8" 1.22" 4.63' 7.21' 9.79' 12.37" 1.19" 0.40 0.61 0.80 1.00 9 11 12 14 18" 2'-10"" 2.36' 5.12 7.48' 5.03' 9' 1.41' 4.92" 7.75" 10.58' 13.42' 1.21' 0.47 0.69 0.91 1.14 10 11 13 15 24" 3'-5" 2.53' 7.18' 9.71' 7.03' 11' 1.73' 5.50" 8.92' 12.33' 15.75' 1.25' 0.60 0.90 1.21 1.52 11 13 16 18 „ 30 , 4,-3� 2.70; 9.25" 11.95; , 9.03 . 13, . 2.00, , 6.08 , 10.33 14.58; , 18.83 1.29 . 21 2p "I 3 0.76 1.19 1.63 2.07 12 18 21 36" 5 -1 2.87 11.31 14.18 11.03" 15 2.24 6.67' , 11.75 16.83 21.92" 1.33" 21 2 3 0.89 1.48 2.05 2.63 14 17 21 24 42"" 6'-0"" 3.05" 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25" 19.25' 25.25" 1.38 21 2"" 31 2" 1.05 1.82 2.57 3.34 15 19 23 27 48" 6'-9"" 3.22' 15.43" 18.65" 15.03' 19' 2.65' 7.83' 14.58" 21.33' 28.08' 1.42 21 2"" 31 2"" 1.21 2.15 3.07 4.00 16 21 27 30 54" 7'-8" 3.39' 17.49' 20.88' 17.03" 21' 2.83' 8.42' 16.08' 23.75' 31.42' 1.46 3' 4" 1.39 2.55 3.72 4.88 18 23 28 33 60" 8'-6" 3.56" 19.55' 23.11' 19.03' 23' 3.00" 9.00' 17.50' 26.00' 34.50' 1.50' 3"" 4" 1.59 3.02 4.44 5.86 19 25 31 36 0 6.42' A 6.25' DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS. 010.40' O 10.10' DIMENSIONS PERMITTED TO ALLOW USE OF 12" STANDARD PIPE LENGTHS. o O CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW. ��Sod� L 1" J -Beveled Or Round Corners Concrete Slab, 3" Or 5�' Thick, IA Reinforced With WWF 6x6-WI.4xWl.4 TOP VIEW -SINGLE PIPE S/ope r G aera/VNotes Nos. 3" Or 51 Deepen Around Outside Edge Of Pipe For 5J Slab Concrete Pipe Sod X Sod--� 1, 1 '0 L 's. Or Round Corners ;n > 0 .0 a s -e * io Side Ditch Grad do�vey �? / / / ice` " Sadd e z 2' I Not Less Than io No P pe Joint Permitr ted #4 Bar r.6" 5' Sod Reinforced IWith3WWF 6,x6 -WI 4 � .4 in Sod Unless Approved By The En ineer _ E *Slope: 4:1 Miter. To I Pipe For "Pi es 18" And Smaller. Paid For As Pipe Culvert F (Pie To Be IncludedrUnder Unit Price For Mitered End Section) 2:1 For Pipes 24 And Larger. " 2:1 Miter. To I Pipe For Pipes 18" And Smaller. TOP VIEW -MULTIPLE PIPE 1:1 For Pipes 24" And Larger. Cross Drain Mitered End Section N.T.S. FDOT INDEX 272 EXISW Pond Typical Section - No Liner N.T.S. Cast In Place or Precast Concrete. Se Note 4� / L LLL rrr-rrrr rrrrrrrrr rrrrrrrrr I-rrrrl-rrrrl- � ST�RMWATER r l- r-1- I-1- I- r- r- r r- rrrrrrrrr rrrrrrrrr rrrrr r � tU � M �2' Diia Mi� 25' 23' _ 2' 205/8' 7 � - MANHOLE COVERS �0 241/2' _I N.T.S. MANHOLE FRAME & COVER FOR USE IN 36' PRIVATE PROPERTYI FRAME -TYPE I U.S.F. 420G-CS„W,) OR APPROVED EQUAL N,T.S. � o, (U 3'-6' Or 4' 223/4, SECTI❑N TYPE 8 MANN❑LES STRUCTURE T❑PS NOTES (TOPS, FRAMES, AND COVER) 1. ALL STEEL BARS SHALL HAVE 11/4' MINIMUM COVER UNLESS OTHERWISE SHOWN AND SHALL BE HOOKED WHERE INDICATED. 2. MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS II CONCRETE. CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR PRECAST UNITS) SEE GENERAL NOTE NO. 2. 3. MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN-PLACE OR AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO BE OMITTED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. 4. MANHOLE TOP TYPE 8 MAY BE OF CAST -IN-PLACE OR PRECAST PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION, THE CONCRETE AND STEEL REINFORCEMENT SHALL BE THE SAME AS THE SUPPORTING WALL UNIT. AN ECCENTRIC CONE MAY BE USED. 5. MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL CONSTRUCTION JOINTS. 6. ALL MANHOLES AND INLET LIDS SHALL BE RATED HEAVY DUTY. Manhole dame and Cover Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details Drawing Number C600 Sheet of Joseph F. Kolb, P.E PE #41964 Project Number 60933.01 60933 D1 No. Revision Date ppvd. Designed by RC Drawn by SG Checked by ✓K CAD checked by M T Approved by RC Scale N.T.S. Dote October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details Drawing Number C600 Sheet of Joseph F. Kolb, P.E PE #41964 Project Number 60933.01 60933 D1 P:\60933.01\cod\ld\Planset\60933 DT-DRN.d FLUSH GRATE SURFACE TREATMENT VARIES RN 4. OD a V..'0:...00: O'• Z 0 O. • O L,J � O .' O ,.�.::.. r,, b O: �' OQO0 Q a ' �. 'a Oo .:..• o. \<-,/,\X-.,\�, � SCHEDULE 40 PVC PIPE FLOW .0 DOME GRATE CONCRETE COLLAR 91 COMPACTED GRAVEL COMPACTED SUBGRADE \- PVC BEND PIPE PER PLANS Landscape Drain (LD) 6/03 N.T.S. Source: VHB REV LD -193 I Imo-- Inlet Type 2 Symmetrical About ° O< 1 ro r ro 2' Dia. Cover �0. See Slab Reinforcing 6,,, o Detail This Sheet. �Q I B 6" 5" 0 Concrete Support Post j IBM* -° Inlet B I L.- A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT �) To Be Paid Limits Of Inlet Construction To Be Paid For As C. & G For As C. & G. F.L. Of Gutter o tp _ T `°i I' 3'-0"' I 10'-0" I 3'-0"� 3'-0" Gutter t" Gutter Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) 4'-0" 1'-6" i E #6 Bars Unless #6 Bars @- Otherwise Shown 9" Ctrs. 6" 6" 9" 9" E 3" #6 Bars @ 9" Ctrs. #6 Bars I #4 Bars#7 Bar 1V'14' 1'-8" ® 8" Ctrs. Both Ways #4 Bars ® 8" Ctrs. 1 3'-6" Diameter I REINFORCING SECTION S-6" DIA. STRUCTURE BOTTOM (SECTION AA) #6 Bars Unless #6 Bars @ 9" 6" 71f2" 71/ill, Otherwise Shown 9" Ctrs. 6 Bars @ 9" Ctrs. #6 Bars ,- ' -5 V#4' #4 Bars ® 8" Ctrs. #7 BarsBoth Ways!Bars ®8" Ctrs. I 4'-0" Diameter I REINFORCING SECTION 4'-0" DIA. STRUCTURE BOTTOM- (SECTION AA) 9" 6" 71)2" 1014" #6 Top Bars 1'-10?" 7" 1 3?" #6 Bottom Bars 219" For 3'-6" Structure Bottom #7 Bottom Bars 3"3" 18?" For 4'-0" Structure Bottom 9" #6 Bars 0 9" Ctrs. � M Back Of Curb Face INLETS TYPES 2 AND 4 SLAB REINFORCING See Noted I No. 4 5•• 0 Concrete Support Post `o '� I I 'r' 1. GENERAL NOTES The finished grade and slope of the inlet tops are to conform with the finished cross slope and grade of the „ 6 Concrete Or 8" Brick. 6, 3P-6)) _ I 2'-0" 6� I 1,_6„ I I #4 Bars @ 8" Ctrs. 2. proposed sidewalk and/or border. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details accordingly. Bend steel when necessary. DIMENSIONAL SECTION 6" 3. All steel in inlet top shall have 1174" minimum cover unless otherwise shown. Inlet cast -in-place or precast concrete. tops shall be either INLETS TYPES 1 AND 2 DIMENSION &REINFORCING HALF SECTION TYPES A & E CURB (HALF SECTION AA) (TYPE E GUTTER SHOWN) 4. 5. 6. 7, The rear wall portion of inlet tops Types 1, 2, 3 & 4 may be constructed with brick. For supplemental details see Index No. 201. Only round concrete support post will be acceptable. These inlets are to be used with Curb and Gutter Types E and F. Locate outside Dowels to top slab required. of pedestrain crosswalk where TRANSVERSE SECTIONS FOR 8. practical. For sturcture bottoms see Index No. 200. INLETS TYPES 1, 22 3 & 4 9. Inlet to be paid for under the contract unit price for Inlets (Curb) (Type_), Each. Date Appvd. Designed by RC Drawn by SG, Checked by ✓K CAD checked by M T Curb Inlet Top Types 2 Scale N.T.S. Date October 8, 2004 N.T.S. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details pkF. Kolb, P.E. PE #41964: Drawing Number C601 Sheet of Project Number 60933.01 o= . . No. Revision Date Appvd. Designed by RC Drawn by SG, Checked by ✓K CAD checked by M T Approved by RC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Drainage Details pkF. Kolb, P.E. PE #41964: Drawing Number C601 Sheet of Project Number 60933.01 o= . . P:\60933.01\cad\Id\Pianset\60933 DT-WATER.dwq EXCAVATION DEPTH TO BE V-0" (•--1'-6" BELOW BOTTOM OF MAIN IIS-- - ----1 TAPPING MIN. EXCAVATION LINE 4' x 4' PRECAST ( Q SLEEVE FINISHED CONCRETE VAULT CAST IRON FRAME GRADE36" SQ. AND COVER WITH ,° - - - � W i 17-1/4' / 4" MAX. -GROUT °.3 ( z o•, Yanasse Hangen Brustlzn Inc. 36" 5'-0" 45 59 , 0, NEW DISTRIB. MAIN MIN. 81 :: ��/�\/�\/�\� I •; . ; ; • CONC. SUPPORT BLOCK Transportation Land Development PREMOLDED PLASTIC 2" VALVE TYP. JOINT FILLER (TYP.) ( Environmental Services GATE VALV GATE VALVE 5" WALLS (MIN.) 2" PORT WITH X TAPPING VALVE THREADED PLUG 3'-0" BACKFLOW PREVENTER UNION I w r 135 W. Central Blvd. IN ACCORDANCE WITH THREADED PIPE PLUG (TYP.) CUT OUT FOR FORCE ~ Suite 800 PLANS APPROVED BY NIPPLE (TYP.) (2 REQUIRED) MAIN OR WATER MAIN L - - - THE CITY SEE NOTE 2 2" NIPPLE ( Orlando, FL. 32801 GATE VALVE 90' BEND 2" GATE AS REQUIRED = • (TY SEE NOTE 2 TEST COCK GATE VALVE ►- 407 839 4006 FAX 407 8394008 (2 REQUIRED) VALVE MUST WRAP SLEEVE AND VALVE WITH VINYL. THREADS NION 2" NIPPLE SERVICE SADDLE J THEN POUR SUPPORT BLOCK AND THRUST EB -3932 NIPPLE �TYP. �2 REQUIRED) FITTINGS AND °° o °° SECTIONS510FI5A�ION zom UNDER SUMP. SUPPORT (3" °° °, v 00 BEND Z AND LARGER) PIPE FOR �2 REQUIRED) M (2 REQUIRED) A.R.V. SHALL . 5 -0 z x BE BRASS ° a °°., °o _ FINAL GRADE�6,: FINAL GRADE. •;".: ,•._- - = = = � = = - = = .mak.:. 3 •id:ifti:v:.:•.:G:-:.^ u_ .. .. .. .. .. ". -1 I E I I-1 I I-1 r: =1 I I-1 I I-1 I I- 6 NOTES: <'% ' • ' • I I I-III=1I =III=III=III=1I I=III=III=III=III=I I = _ _ BEDDING ROCK �^ air rrrr III=III=III=III 8" x 16" REINFORCED � 18" DIAMETER BY 6";, , 1.) CONNECTION TO MAIN SHALL BE MADE OR 18" x 18" x 6" CONCRETE FOOTING. AFTER ENGINEER AND F.C.W.C. HAVE APPROVED CONCRETE COLLAR 18' WIDE BY 6" THICK FROM TO ALL NEW WATER MAIN CONSTRUCTION. PAD UNDER ENTIRE MAIN WITH #4 BAR ALL SERVICE FROM ASSEMBLY WITH #4 BAR TO CONTRACTOR IS TO NOTIFY THE ENGINEER AROUND (2 REQ'D.) MAIN 12" ON CENTER EACH WAY SERVI E NOTES: 48 HOURS PRIOR TO TAPPING. 1. ABOVE DETAIL IS BASED ON 2" COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE 2.) SEE SPECS. FOR TAPPING SLEEVE AND NOTES: DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY VALVE. ANY SUBSTITUTIONS SHALL BE 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE PRIOR TO INSTALLATION. APPROVED BY THE ENGINEER AND F.C.W.C. 2 THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED PRIOR TO CONSTRUCTION. NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. Reduced Pressure Backflow Preventer 08/90 N.T.S. Source: City of Ocoee Utilities Department MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). naiainiiaiiaii. PIPE SIZE 6" 8" 10" 12" 16" 20" 24" 30" 36" 900 BEND 45 59 69 81 102 123 141 167 189 45 0 BEND 19 24 29 34 42 51 58 69 78 22-1/2 'BEND 9 12 14 16 20 24 28 33 38 11-1/40 BEND 4 6 7 8 10 12 14 16 19 PLUG OR BRANCH OF 92 120 145 205 -- -- -- -- -- NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: P.S.I.* SOIL DESIGNATION: LAYING CONDITIONS: 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. Restrained Pipe Table 08/1990 N.T.S. Source: City of Ocoee Utilities Department 104a THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. Double Detector Check Valve Assembly 03/17/99 N.T.S. Source: City of Ocoee Utilities Department HOSE NOZZLE -� 24" SQUARE 0„R ROUND AND 6 THICK REINFORCED CONCRETE SHEAR PAD. SEE NOTE 1 2-#4 AT 9" O.C. ALL AROUND HYDRANT OPERATING NUT AS REQ'D. -PUMPER NOZZLE FACING STREET Z - VALVE COLLAR (SEE DETAIL) COMPACTED C/) naiainiiaiiaii. N.T.S. VALVE BOX BACKFILL LdVARIES CURB STOP CORPORATION U -BRANCH STOP (1" MIN.) M J HYDRANT SEE NOTE 2 A Q BOX SHALL REST ON RESILIENT SEAT ANCHORING TEE BEDDING ROCK NOT M. J. GATE VALVE A z ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT 6" BEDDING ROCK TUBING (1" MIN.) RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX AND WATER METER (SEE DETAIL) ° °°.°°Doo°°. ....0.0.0.. ° >.. °.°"°.° ° °•� °°.°° °. l°O.O°°.°°-• °O•° °°°•°°°0°°00°°• ° ° o. SECTION A -A 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. Hre Hydrant Assembly Detail March 1999 N.T.S. Source: City of Ocoee Utilities Department 402 GRADE SHALL BE 4.0 FEET. Air or Combination AirNacuum Release Valve Detail - N.T.S. Source- City of Ocoee Utilities Department SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CONCRETE COLLAR I UNPAVED REAS [NSEE DETAILS 109 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. ADJUSTABLE CAST IRON N.T.S. VALVE BOX SEE NOTE 2 CURB STOP CORPORATION U -BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING BOX SHALL REST ON RESILIENT SEAT MARK WITH BEDDING ROCK NOT M. J. GATE VALVE BLUE & WITH CURB STOP z ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT TUBING (1" MIN.) TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE No. CORPORATION STOP 1. & FITTING Designed by RIC (NORMALLY OPEN) AWWA TYPE CAD checked by MT CC THREADS METER BOX Date October 8, 2004 -TO ASSEMBLY SADDLE POLYETHYLENE TUBING 6" BEDDING ROCK J 30 - 45 DEG. 109 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. Gate Valve and Bog Detail AUG. 1990 N.T.S. Source: City of Ocoee Utilities Department 400 CORPORATION CURB STOP CORPORATION U -BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING 13/4"1/4 MARK WITH WOOD PAINTED BLUE & WITH CURB STOP z LOT NUMBERS z 2 EA. POLYETHYLENE POLYETHYLENE TUBING (1" MIN.) TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE No. CORPORATION STOP Date & FITTING Designed by RIC (NORMALLY OPEN) AWWA TYPE CAD checked by MT CC THREADS METER BOX Date October 8, 2004 -TO 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. Source: City of Ocoee Utilities Department Main Connection Detail - Tapped 07-28-02 N.T.S. Source: \SIDS\PW04-05 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. - 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP ASRQD (SEE NOTE 1E) SIZE OF VALVE TYPE OF VALVE SERVICE DIRECTION & NO. 4 OF TURNS TO OPEN VALVE BOX AND COVER (TYP.) 2500 P.S.I. CONCRETE MIN. TOP FLUSH WITH FINISHED GRADE 4 BARS ALL 3" DIA. BRONZE ROUND DISC ANCHORED IN 7 CONC. PAD STAMP AS REQ'D. UNIMPROVED CONDITION ANCHORS y - ASPHALT SURFACE BASE 4" x 4" x 18" LONG VALVE BOX(MIN.) PRECAST POST AND COVER WITH 3" DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. Valve Collar Detail AUG. 1990 N.T.S. Source: City of Ocoee Utilities Department 107 TRENCH WIDTH VARIES W/ SIZE OF PIPECROWN TRENCH IN �- UNIMPROVED AREAS 3MIN.) FINISHED GRADE SEE NOTE 8) �/\:� .. �'•: �. •.-•.. � •'.. / Jim /�\/•:•.• - /�� acv w `SEE NOTE 4- "I LLJ V N COMMON FILL- /\\ = :•* : • . PIPE O.D. • •: � :.. \�//\ CN SELECT Z /\\ COMMON o FILL m Z UNRTHTURBED (SEE NOTE 3) /\X, NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE 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. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 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 AUG. 1990 N.T.S. Source: City of Ocoee Utilities Department 100 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Water Details y iLll d!' P F. Kolb, P.E. PE #41964 Drawing Number C700 Sheet of Project Number 60933.01 No. Revision Date ppvd. 1A Designed by RIC Drawn by Se Checked by JK CAD checked by MT Approved by RIC Scale N.T.S. Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Water Details y iLll d!' P F. Kolb, P.E. PE #41964 Drawing Number C700 Sheet of Project Number 60933.01 P:\60933.01\cod\ld\Planset\60933 DT—SEWER.dwq DITCH SIDE SLOPED AS F MAINTAIN STABLE DITCH— CUT OFF SHEETING 2 FT. ABOVE PIPE AND LEAVE REMAINDER OF SHEETING IN PLACE -7 UNDISTURBED EARTH — °D" ".F 6" SEE NOTE 1 (TYP.) 2500 PSI CONCRETE BEDDING ROCK CONCRETE ARCH SEE NOTE 1 (TYP.) SIDES CAN BE FORMED 2500 PSI CONCRETE UNDISTURBED EARTH CRADLE OR HALF ENCASEMENT Concrete Arch and Encasement Details N.T.S. /SYMMETRICAL ABOUT EXCEPT AS NOTED TO SEWER LINE 2'-0" MAX., \ SELECTED & COMPACTED \ BACKFILL -j- / SEE BEDDING \ DETAILS P'' HALF SECTION I HALF SECTION SHEETED UNSHEETED TRENCH TRENCH Sewer Line Pipe Trench Detail N.T.S. Source: City of Ocoee Utilities Department SHEETI FULL ENCASEMENT SEE NOTE 1 (TYP.) SIDES CAN BE FORMED - 2500 PSI CONCRETE UNDISTURBED EARTH NOTES: 1. (*)n 15" MAX. FOR PIPE DIAMETER LESS THAN 24 , AND 24" MAX. FOR PIPE DIA. 24" AND OVER. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 102 — _._..._................-- TEE PRECAST MANHOLE :,•:, .::. WALL INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT 6,,. OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND 2" PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON—SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST :, -:.° ' - ;:..:,: - .�.• MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL :.a• ;. .:•,.: •.::.':•;.•: PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1, DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE 11.171111.11710 DEPAR7MENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. Manhole Connection Detail Aug. 1990 N.T.S. Source: City of Ocoee Utilities Department 201 TRENCH BACKFILL SHALL BE SATISFACTORY BACKFILL MATERIAL PLACED & COMPACTED IN 8 -INCH LAYERS SEE SPEC. BACKFILL AROUND PIPE SHALL BE / HAND PLACED SELECT BACKFILL / y TRENCH WIDTH \ MATERIAL PLACED IN 6" LAYERS & TRENCH WIDTH MIN. 12"+D/20" CAREFULLY TAMPED TO 95% MIN. / --- , MAX. 24"+D / MIN. 12"+D/20 - j2'-0"Wow- Air • -M �.� 1 - - - : _ -�. \ r .�. tea.= _ :..-a -e \ / 2-- -:40K- -ftt-s:...= •-- - 1/4j�•-MIN. 4�� COMPACTED GRANULAR MATERIAL MEETING ASTM C-33 COMPACTED GRANULAR MATERIAL MEETING ASTM C-33 GRADATION NO. 67 (3/4 IN. TO NO. 4 SIEVE) GRADATION NO. 67 (3/4 IN. TO NO. 4 SIEVE) CLASS 1—A BEDDING CLASS 1—B BEDDING FOR AREAS FOR AREAS BELOW GROUNDWATER TABLE ABOVE GROUNDWATER TABLE RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER 'r SANITARY \tIaOR10M, PLAN 6" 22-1 /4" 2-7/8" ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING -SURFACES \ 1-1/4" Manhole Dame and Cover Jan. 1990 N.T.S. Source: City of Ocoee Utilities Department 202 CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. PER SPECIFICATIONS 4'-0" BENCHING PER SPECIFICATIONS- REINFORCEMENT PECIFICATIONS REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND i APPROVED BY THE 9" CITY 94 - Project Title BEDDING ROCK rn N TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS - MANHOLE FRAME & COVER (SEE STANDARD DETAIL) —FRAMES BEDDED IN MORTAR >' VARIES INSIDE WALL OUTSIDE WALL p w Project Title PRE -PRIMED rn N COMPACTED JOINT SURFACES MIN. ¢ it SEWER MAIN \ BACKFILL / DEPTH OF SERVICE LINE REMOVABLE PRE -PRIMED PLUG PRE -MOLDED w z CLEAN—OUT JOINT SURFACES PLASTIC JOINT SEALER WITH WYE WITH SEE NOTE 1 SEE w FIELD BY THE ENGINEER. SEE TYPICAL (WRAPPP�ER T Date / MIN. DEPTH SHALL NOT BE Drawn by SG 8E REMOVED) WIDTH OF Approved by RC LESS THAN 30". DETAIL TRENCH 4" SERVICE FOR SINGLE SQUEEZE -OUT N. 6" COMPLETED Ocoee, FL 8" MIN. sauE1 our :-= s' SERVICE CONNECTION HAND TAMPED OR "` �` " �� HOUSE SERVICE SEWER SHALL BE W/WATERTIGHT PLUG 2" MIN. _ FINISHED GRADE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24 SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. Precast Concrete Manhole Plan and Section N.T.S. Source: City of Ocoee Utilities Department LENGTH OF SERVICE VARIES STREET OR GROUND GRADE 15" FIN. GRADE\ TMP 4- 30" SQUARE x 6" THICK a'° a.- CONC. SLAB TO BE CAST AROUND TOP OF BOX. TWO #4 BAR--/ EACH WAY ADJUSTABLE VALVE BOX WRAP VALVE WITH PLASTIC BEFORE INSTALLING SUPPORT OR THRUST BLOCK. THRUST BLOCK (3 CU. FT. CONC. Plug Valve Intallation Detail N.T.S. VALVE BOX WITH COVER (TO BE MARKED "SEWER") SEE VALVE PAD DETAIL .a a' 611 a. :a 36"MIN. •D ,_ d D•. .d b p.. D p • •D' n D • A D•. ..D. D: . GRADE W/ BRASS CAP 6" NOTE: 1. ALL P.V.C. SANITARY GRAVITY SEWER PIPE SHALL BE ASTM D 3034 SDR 26 2. 6" FITTINGS & PIPE FOR DOUBLE SERVICE AND 4" FITTINGS & PIPE FOR SINGLE SERVICE. -D CONCRETE 45' BEND : ' e CRADLE D. SERVICE CONNECTION W/ WATERTIGHT PLUG-\ .d 45' BEND Aug. 1990 Typical Cleanout Detail 200 N.T.S. Pipe Bedding Detail Standard Service Sewer Typical Section N.T.S. N.T.S. LV I LIIVG VARIES WYE WITH 6" BRANCH w Project Title 6" 45° N COMPACTED BEND — z SEWER MAIN \ BACKFILL / DEPTH OF SERVICE LINE REMOVABLE SEE NOTE 1 PLUG SIZE VARIES w z CLEAN—OUT TO BE DETERMINED IN THE WYE WITH SEE NOTE 1 SEE The Villas at Woodsmere FIELD BY THE ENGINEER. SEE TYPICAL \ Date / MIN. DEPTH SHALL NOT BE Drawn by SG CLEANOUT WIDTH OF Approved by RC LESS THAN 30". DETAIL TRENCH 4" SERVICE FOR SINGLE I 6" SERVICE FOR DOUBLE Ocoee, FL LINE :-= = SERVICE CONNECTION HAND TAMPED OR "` �` " �� HOUSE SERVICE SEWER SHALL BE W/WATERTIGHT PLUG MECHANICALLY _ FINISHED GRADE INSTALLED AT GRADE OF NOT LESS SDR 26-3034 TAMPED GRANULAR THAN 1/8" PER FOOT NOR MORE BACKFILL DEPTH AT THAN 1 3/4" PER FOOT NOTE: 1.0% MIN. ALL P.V.C. SANITARY GRAVITY (TYP) SEWER PIPE SHALL BE ASTM D 3034 SDR 26 Pipe Bedding Detail Standard Service Sewer Typical Section N.T.S. N.T.S. LV I LIIVG VARIES WYE WITH 6" BRANCH w Project Title 6" 45° N o BEND — z SEWER MAIN CLEAN—OUT REMOVABLE SEE NOTE 1 PLUG SIZE VARIES w z CLEAN—OUT �1 WYE WITH SEE NOTE 1 SEE The Villas at Woodsmere ROTATE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) HOUSE" SERVICE (3' MIN.)(TYP.) Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 - FAX 407 839 4008 EB -3932 -SPRING LINE -SEWER MAIN DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. Service Lateral Detail Aug.1990 N.T.S. Source: City of Ocoee Utilities Department 204 Sanitary Sewer Details Drawing Number :11 / i/s Sheet of F. Kolb, P.E. Project Number E #41964 60933.01 nuy�� ul—�twtn.awg VARIES w Project Title z SEWER MAIN SIZE VARIES CLEAN—OUT WYE WITH SEE NOTE 1 SEE The Villas at Woodsmere No. Revision Date ppvd. Designed by RC Drawn by SG Checked by X CAD checked by MT Approved by RC Scale N.T.S. Dote October 8, 2004 -SPRING LINE -SEWER MAIN DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. Service Lateral Detail Aug.1990 N.T.S. Source: City of Ocoee Utilities Department 204 Sanitary Sewer Details Drawing Number :11 / i/s Sheet of F. Kolb, P.E. Project Number E #41964 60933.01 nuy�� ul—�twtn.awg VARIES w Project Title z SEWER MAIN SIZE VARIES CLEAN—OUT WYE WITH SEE NOTE 1 SEE The Villas at Woodsmere 6' BRANCH 6" 45° WYE WITH BEND 5. 6" BRANCH LOT Ocoee, FL LINE DOUBLE WYE - Issued for PLAN Review _ FINISHED GRADE SLOPE TO DEPTH AT 1.0% MIN. (TYP) Drawing Title -SPRING LINE -SEWER MAIN DOUBLE LATERAL I LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. Service Lateral Detail Aug.1990 N.T.S. Source: City of Ocoee Utilities Department 204 Sanitary Sewer Details Drawing Number :11 / i/s Sheet of F. Kolb, P.E. Project Number E #41964 60933.01 nuy�� ul—�twtn.awg P: \60933.01 \cad\Id\P1anset\60933-00A.d CONDITIONS OF APPRO VAL: 1. THE PROJECT WILL BE DEVELOPED IN ONE (1) PHASE. 2. TURNLANES FOR TRAFFIC ENTERING THE SITE SHALL BE PROVIDED BY THE DEVELOPER ON GOOD HOMES ROAD SUFFICIENT TO ACCOMMODATE THE ANTICIPATED TRAFFICDEMAND OF THE PROPOSED DEVELOPMENT. THE PLACEMENT AND LENGTH OF THE TURNLANES SHALL BE DETERMINED BYA TRAFFIC ANALYSIS, APPROVED BY THE CITY, TO BE SUBMITTED WITH THE PRELMNARY SUBDIVISIONPLAN. 3. A FENCE WITHBRICK COLUMNAND DECORATIVE METAL FENCING BETWEEN THE COLUMNS, ALONG THE APPROPRIATE LANDSCAPING AS REQUIRED BY THE LDC, SHALL BE PROVIDED ALONG THE ENTIRE SITE FRONTAGE OF GOOD HOMES ROAD. 4. A SEVEN (7) FOOT BRICK WALL SHALL BE PROVIDED ASA BUFFER ALONG 773E ENTIRE NORTBERNAAD WESTERN SITE BOUNDARIES, TO MATCH 773E EXISTING BRICK WALL ALONG THE SOUTHERN SITE BOUNDARY, 5. THE PRELIMINARYAND FINAL SVBDIVISIONPLAN SHALL MEET ALL REQUIREMENTS OF SECT ION 6-14 AND 6-15 OF TBE LDCAS THEYAPPLY TO THE TOWNHOUSE AND MVLTIFAMILYDEVELOPAJENTS, SUBJECT TO 771E RIGHT OF THE OWNER TO APPLYFOR WAIVERS: 6. STORAGE IS NOT PERMITTED WITHIN THE PROPOSED GARAGES SINCE THE GARAGES PROVIDE TIIE REQUIRED PARKING FOR THE DEVELOPMENT. 7. THE DEVELOPER WILL BE RESPONSIBLE FOR TBE CONSTRUC7TONAND PAYMENT OF PAVEMENT ALONG GOOD HOMES ROAD AS PROPOSED IN THE FINAL SLJBDIVISIONPLAN. 8. THE DEVELOPER WILL BE RESPONSIBLE FOR THE CONSTRUC770NAND PAYMENT OF 773E SPECIAL PAVERS LOCATED WITHIN THE DEVELOPMENT. 9. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. AT TIE TIME OFPLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO THE CITY OF OCOEE. 10. STORMWA TER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH TBE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODEAND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 11. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH SECT ION 6-8(C) OF THE OCOEE LAND DEVELOPMENT CODE, WHICHREQUIRES PEDESTAL MOUNTED UTMITYBOXES TO BE PLACED BACK OF THE STREET, NO MORE THAN 5 FEET FOR WARD OF THE ERONTBUILDIIVG SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICHARE LESS THAN 70 FEET 17V WIDTH WHERE THE LOT ABUTS THE STREET RIGHT -OF- WA Y LINE. 12. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OFBUILDI7VG PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITYHAS NO LAWFUL AUTHORITY TO EXEMPT ANYPRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATIONAND N07yfflVG HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 13. THE EXISTING GRADES ONINDIVIDUAL LOTS CONTAINING PROI CTED TREES WILL BE MAINTAINED AS MUCHAS POSSIBLE TO PRESERVEEXISIING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ONINDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISIONPLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 14. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAYAND RETENTIONAREAS AS DETAILED IN THE FINAL SUBDIVISIONPLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITEPLANREVIEW FOR TIM T LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 15. IN ORDER TO INSURE THATAS A1ANY.EMST1NG TREES AS POSSIBLE WILL BEPRESERVED, ALL ROAD RIGHT -OF- WAYS AND RETENTIONAREAS WILL BE FLAGGED FOR REVIEW BY THE CITYPRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSYRUC77ON UNTIL THE TREES TO BEPRESERVED HAVE BEEN CLEARLYMARKED WITH TREEPROTECTIONBARRIERS. 16. EXISTING TREES 8" OR LARGER (OTHER 7IIANCITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OFBUFFER WALLS OR ROAD RIGHT-OF-WAYLINES WILL BEPRESERVED IFAT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEMINTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES 17. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ONINDIVIDUAL LOTS CONTAINING PROTEC7ED TREES AS MUCHAS POSSIBLE. 18. RECLAIMED WATER WILL BE USED FOR DWGATIONPURPOSES. A MASTER IRRIGATIONSYS7EM WILL BE INSTALLED TO SERVICE ALL COMMONAREAS AND RESIDENTIAL LOTS THIS MASTER SYSTEM WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 19. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OFANYPROTECTED TREES WITHOUT FIRST OBTABOVGA PERMITFROM THEBUTLDINGDEPARTAIENT. THE REMOVAL OFPROTECT D TREES SHALL BE ARAWZED TO THE MAXV"EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ONSITE. 20. UNLESS OTHER WISE NOTED, A S' UTMITYAND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND 10' UTILITY, DRAINAGEAND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAYS. SIDEWALKS WILL ONLYBE PLACED IN THIS EASEMENT IFNECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 21. ALL UTILITIES TO BE PLACED WI773IN 773E 10,EASEMENT ALONG THE FRONT OFEACH LOT WILL BE PLACED AROUND EXIS77NG PROTECTED TREES TO BE PRESERVED. 22. EACHFIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET 17V THE CENTER OF THE LANE CLOSEST TO EACHHYDRANT 23. UNLESS OTHERWISE 17VDICATED, ALL DRAINAGE, UTILITYAND MAMENANCE EASEMENTS SHALL BE FOR THEBENEFITOFTHEPROPERTYOWNERSASSOCIATTON. THELANDBURDENED BYSUCHEASEMENTSSHALL BE OWNED BY THE JADIVIDUAL LOT OWNERS. 24. 773E DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE 771E CONSTRUCTION OF RAMPS AT ALL APPLICABLE RIGHT-OF-WAYINTERSECTIONS (AND OTHER AREAS AS REASONABLYREQUIRED) IN ORDER TO PROVIDEPHYSICALLY CHALLENGED PERSONSACCESS TO SIDEWALKS AND STREETS. SIDEWALKS ABUTTING EACHPLATTED LOT SHALL BE CONSTRUCTED AT THE TMfE OFDEVELOPMENT OF 773E UNIT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAINLOCA7TONS, TIE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THEAPPROPRIATERAMPS WILL 77MV BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMONAREAS SHALL BE CONSTRUCTED AT THE TIME OFPERMANENT CONSTRUCTION OF ADJACENT COMMONAREAS. 25. ALL COMMONAREA IMPROVEMENTS, INCLUDING ENTR YFEA TVRES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETEN77ONPOAD TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLET70NFOR THOSE CORRESPONDING PHASES. 26. STREET LIGHTS, SECURITYLIGHTS AND LIGHTING FOR COMMONAREAS MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETIONAT THE DEVELOPER'S EXPENSE AND THE COST TO THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH SECTION 6-8(D) OF THE OCOEE LAND DEVELOPMENT CODE. 27. A PROPERTY OWNERS ASSOCIATION WILL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE NOTED. 28. A PROPER TY OWNERS ASSOCIAT ION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OFA.LL LANDSCAPE AREAS. LANDSCAPE AREAS SHALL BE KEPT INA NEAT, BEALTHYAND ORDERLYAPPR4RANCE FREE OF REFUSE AND DEBRIS. 29. ALL TRACTS THAT ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION SHALL BE CONVEYED TO THE PROPERTY OWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OFPLA TTING. 30. ANY DAMAGE CAUSED TO ANY PUBLIC RIGHT -OF- WA Y AS A RESULT OF THE CONSTR UCTIONA CTIWTIES RELATED TO 771E PROJECT SHALL BE PROMP7LYREPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT 773E OWNER'S SOLE COST AND EXPENSE. 31. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANYPUBLICROAD EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIWSIONPLAN. 32. ALL CROSS ACCESS, UTILITYAND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 33. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, AND TELEPHONE AND INCLUDING ON-SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 34. PARKING FOR INDIVIDUAL LOTS SHALL BE PROVIDED INACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 35. ALL LEGAL INSTRUMENTS INCLUDING BUT NOT LIMITED TO THEDECLARA7I0NOFEASEA4ENTS, COVENANTS AND RESTRICTIONS, ASSOCIATIONDOCUMENTS AND DEEDS CONVEYING PROPERTY TO A HOMEOWNERS ASSOCIATION OR PROPERTY OWNERS ASSOCIATTONSHALL BE APPROVED BY THE CITYPRIOR TO PLAT APPROVAL AND SHALL COMPLY WITHALL ORDINANCES OF TRE CITYIIV EFFECT AT THE TIME OFRECORDING OFANYSUCHINSTRUMENT. 36. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES, AND STRUCTURES, TOGETHER WITH TRACT 3 (RETENTIONPOND), WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 37. EXCEPT AS SPECIFICALLYNOT ED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSIST ENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EMS77NG AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TER1VfMWA7ED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 39. PURSUANT TO SECTION 4-4(G)(7) OF THE OCOEE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLYASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISIONMUST BE APPROVED BY THE CITY COMMISSION. 40. ALL STORMWAT ER MANAGEMENT PONDS WILL BE UNFENCED WIT HMAXIMUM 5:1 SIDE SLOPES INTO THE POND. 41. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100 -YEAR FLOOD ELEVATION BYA AMVDR M OF ONE FOOT. 42. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTYSHALL INCLUDE 773E FOLLOWING PROVISIONS: a. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTIONPONDS TO THE PROPERTY OWNERS ASSOCIATION, OR ANYPROVISION TO THE CONTRARY CONTAINED 17V THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR 773E MAINTENANCE OF THE PROJECT'S STIURMWATER MANAGEMENT SYSTEM (SWMS),17VCLUDING ALL STORMWATZ;R RETEN77ONPONDS, UNTIL SUCH TPUE AS (1) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATESOFCOMPLETIONISSVEDBYBOTHTHECITYANDST. JOHNSRIVER WATERMANAGEMENT DISTRICT (S)RWNID), (II) THE STORMWATER RETENTIONPONDS INTENDED TO BE CONVEYED TO THE HOMEOWNERS ASSOCIAT IONHAVE INFACT BEEN CONVEYED TO THE PROPERTY OWNERS ASSOCIATION, (m) 771E PROPERTY OWNERS ASSOCIATIONIS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE S)RW M AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEENEXECUTED ANDACCEPTEDBYSJRW. (IV) THE CITYHASBEENPROVIDED WITHA COPY OFTHEDEVELOPER'S PROPOSED MAINTENANCE PLAN WITHRESPECT TO THE SWMS, AND (V) THE CITYHAS BEENPROVIDED WITHA WRITTENSTATEMENTFROMTBE PROPERTY OWNERSASSOCL4TIONACKNOWLEDGINGRECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE PROPERTY OWNERS ASSOCL47YONIS RESPONSIBLE FOR MAINTENANCE OF THE SWMS. b. PROVISIONALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMONAREAS SHOULD THE PROPERTY OWNERS ASSOCIATIONFAIL TO DO SO OR SHOULD THE PROPERTY OWNERS ASSOCIA770NFAIL TO COLLECT ASSESSMENTS ATA LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMONAREAS. c. PROVISION GRANTING THE CITY OF OCOEE THE RIGHT, BUT NOT THE OBLIGATION, TO REPAIR AND MAINTAIN THE STORMWATER SYSTEM SHOULD THE PROPERTY OWNERS ASSOCIAT70NFAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE PROPERTY OWNERS ASSOCIATION, OR FROM TILE DEVELOPER IF (7) TURNOVER OF CONTROL OF TIIE MEMBERS HAS NOT OCCURRED, OR (I1) IF THE DEVELOPER IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWA TER SYSTEM. d. PROWSIONPROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITYACCEPTABLE TO THE CITYIN THE EVENT OFDISSOLUTIONAND THAT LFDISSOLU77ON OCCURS WITHOUT SUCHAPPROVAL THEN TILE CITYMAYCONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITHRESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE PROPERTY OWWERS ASSOC1AT70N. e. PROVISION THAT 771E HOMEOWNERS ASSOCIATION SHALL AT ALL TIMES BE 17V GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. f. PROVISION THAT AT TILE TIME OF TURNOVER OF CONTROL OF TBE PROPERTY OWNERS ASSOCIA T ION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR 773E SWMS ACCOMPANIED BYENGINEER'S CER 71FICA 7TON 771A THE SWMS IS FUNCTIONING INACCORDANCE WITHALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCHENGINEER IS REPORT 17VDICAT ES ANY CORRECTIVE AC770NIS REQUIRED 771A DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTIONAT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE PROPERTY OWNERS ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVEACT70N. g. PROVISION THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY 0TBER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE PROPERTY OWNERS ASSOCIATION. h. PROVISION TIM ANYAMENDMENT TO ANYPROWSIONAFFECTING THE CITYREQUIRES THE CONSENT OF THE CITYINANINSTRUMENT RECORDED WITH THEAMENDMENT. L TILE ARTICLES OF INCORPORATIONAAD BYLAWS OF THE PROPERTY OWNERS ASSOCIATION SHALL BE CONSISTENT WITH THE FORGOING PROVISIONS. 43. FINAL STREET NAIVIIIVG WILL BE COORDINATED THROUGH THE CITYBUILDING DEPARTMENT AT THE TIME OF FINAL PLAT SUBMITTAL. 44. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE ANAUTOMATIC RAIN SENSOR. 45. THE DEVELOPER SHALL COMPLY WITH SEC77ON 6-9 OF THE OCOEE LAND DEVELOPMENT CODE REGARDING COMM UNITYMEE77NG ROOMS REQUIREMENTS FOR RESIDEN77AL SUBDIVISIONS. 46. N07YMVG BEREINSHALL BE CONSTRUED TO WAIVE ANYPROWSION OF 771E OCOEE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ONA WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 47. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVERALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED INFAVOR OF 771E CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAWENFORCEMENT, FIREAND OTHER EMERGENCYSERWCES. 771E CITYMAYREQUME THAT T RE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITHRESPECT TO THE FOREGOING. 48. DRAINAGE EASEMENTS BETWEENLOTS ARE SHOWNFOR LOCA77ONAL PURPOSES ONLY. FINAL EASEMENT DIMENSIONS (WIDTHS) WILL BE SHOWN ON THE FINAL SUBDIVISIONPLANAND WILL BE SIZED TO MEET CITY REQUIREMENTS. 49. ALL BUILDING SETBACKS FROMALL RETENTIONAREAS SHALL BE 15FEET FROM TOP OFBANK 50. OPENSPACE BETWEEN TOWNHOUSE UNITS SHALL RA VEA 11NVIMUMOF20 FT CLEARANCE. TIIIS CLEAR SPACE, WHICHIS NOT PART OFANINDIVIDUAL LOT, SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIAT ION. 51. 771E DEVELOPMENT WILL COMPLY WITHSECTION 6-I5 OF THE OCOEE LAND DEVELOPMENT CODE REGARDING MULTIFAMILYDEVELOPMENT STANDARDS. 52. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTYSHALL INCLUDE 773E FOLLOWING PROVISIONS: a. PROWSIONPROVIDING THAT SHORT 72rRMRENTALS (RENTAL TERMLESS THAN 6MONTHS) SHALL BE PROHIBITED AND PROVIDING THAT THIS PROWSIONMAYBE ENFORCED BY THE CITY. b. PROWSIONREQUIRING THAT GARAGES MUST BE USED FOR PARKING CARS AND THAT PARKING WILL BE PROHIBITED ON TBE PRIVATE STREETS, EXCEPT INDESIGNED OFF-STREET PARK)NG SPACES. c. PROWSIONPROHIBITING RV AND BOAT PARKING WITHIN THE SUBDIVISION. d. PROVISIONREQUBUNG THAT IF TRASH CANS ARE USED AT.INDIVIDUAL UNITS, THEYSHALLBESTORED IN THE GARAGE, BUT IF TBEYARE STORED OUTSIDE THE GARAGE TREY SHALL BE SCREENED FROM VIEW WITHA DECORA77VE FENCE AAD/OR LANDSCAPING. e. PROWSIONREQUIRING A 6' PRIVACYFENCE ONALL THREE SIDES OFANYLOT WITHANACCESSORY STRUCTURE, PER SECTION54B OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. f. PROWSIONREQUDUNGLIMITATIONSONTIM SIZEANDPLACEMENT OFACCESSORYSTRUCTURES AND PRIVACYFENCESINCERTAINREAR YARDS. g. PROWSIONREQEWUNG ALL LOTS WITHFENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. h. PROVISIONPROVIDING THAT TRASHPICKUP WILL BE PROVIDED FOR EACHMIVIDUAL UNIT AND THAT NO DUMPSTERS SHALL BE UTILIZED FOR WASTE DISPOSAL. 53. THE TOWNHOUSE PORTION OF THE PROJECT IS A PRIVATE COMMUNITY WITHA MANDATORYHOMEOUMRS ASSOCIATION OWNING AND MAINTARVING THE PRIVATE STREETS AND DRADDVAGE FACILITIES. PRIOR TO, OR AT THE TIME OF PLATTING, ANEASEMENT WILL BE GRANTED TO ALL UTILITY SUPPLIES FOR INGRESS AND EGRESS OVER THE PRIVATE STREET TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES AND TO 773E CITY OF OCOEE LAW ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. 54. TRACT 2, ACCESS ROAD THROUGH THE PROPERTY, IS A PRIVATE ROAD OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION, WITHACCESSAND UTMITYEASEMENTS GRANTED TO THE CITY OFOCOEE . 55. THE PROJECT SHALL NOT BE GATED. 56. PROPOSED FACILITIES WITLTV THE PARK SITES (TRACT 1) SHALL BE OFF STREET PARKING, GAZEBO, VOLLEYBALL COURT, AND PICNIC AREA S. 5Z THE LANDSCAPE BUFFER TRACTS ALONG GOOD HOMES ROAD SHALL HAVE SHADE TREES, SHRUBS AND OTHER LANDSCAPING PLANTED ALONG THE LENGTH OF THE WALL AS REQUIRED BYSECTION 6-14 OF THE LAND DEVELOPMENT CODE. THE BUFFER WALL SHALL BE CONSTRUCTED AT LEAST 5FEET BACK FROM THE ROAD RIGHT-OF-WAYLINE. 58, EACHFIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN 773E CENTER OF TBE LAND CLOSEST TO EACHHYDRANT. 59. ALL DRAINAGE, UTILITYAND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE HOME OWNERS ASSOCIATION. THE LAND BURDENED BY SUCHEASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. THE DRAINAGE AND UTH ITYEASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OFPLA =G. 60. ALL HOUSE PAD ELEVATIONS SHALL EXCEED 77IE 100 YEAR FLOOD ELEVATIONBYA MI70" OF ONE FOOT. 61. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. 62. ALL SCREEN WALLS, LANDSCAPE BUFFERS, ENTRYANO CORNER LANDSCAPE IMPROVEMENTS, AND SIDEWALK ALONG GOOD HOMES ROAD, SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETIONFOR CORRESPONDING PHASES. 63. THEPLANSHOWSAVAMABLEPADSIZEFOR REFERENCE ONLY FOREACH.INDIVIDUALLOT, THEBUILDINGS SHALL NOT EXCEED 70% LOT COVERAGE AND THE TOTAL OF ALL IMPERVIOUS SURFACES SHALL NOT EXCEED 75% LOT COVERAGE. 64. AT THE TIME OFRECORDATION OF 773E FINAL PLAT, THE OWNER SHALL DEDICATE AND CONVEY TRACTS 4 AND 5(T UTURE RIGHT-OF-WAY) TO THE CITYBY WARRANTYDEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. 771E FORM OF THE WARRANTY DEED SHALL BE SUBJECT TO APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH 773E DEDICATIONAND CONVEYANCE OF 773E PROPERTY, PROVIDE TO THE CITYA CURRENT ATTORNEY'S OPIlVION OF TITLE OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BYA POLICY OF TIME INSURANCE, EVIDENCING THAT FEE SIMILE TITLE TO THE PROPERTYIS FREEAND CLEAR OFALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCES AND DEDICATION OF THE PROPERTY, INCLUDING THE COST OF 773E TITLE WORD SHALL BE BORNE SOLELYBY THE OWNER. REAL PROPERTY TAXES ON THE PROPERTY SHALL BE PRORATED AS THE DAY OF THE CITY'S ACCEPTANCE OF THE CONVEYANCES OF THE SAME, AND THE PRORA TED AMOUNT OF SUCHREAL PROPERTY TAXES ATTRIBUTABLE TOT HE OWNER SHALL BE PAID AND ESCROWED BY TILE OWNER INACCORDANCE WITH TBE PROVISIONS OF SECTION 196.295, FLORIDA STATUES; PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEENNOVEMEER 1 AND DECEMBER 31, THEN THE 0WXbR SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER, ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OFANY KUVD FOR, ONACCOUNT OF, OR WITH RESPECT TO 771E REQUIRED CONVEYANCE OF TILE PROPERTY. THIS COA SHALL BE INCORPORATED INTO THE PLAT AND HOMEOWNER ASSOCIATIONDOCUMENTS. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 9 FAX 407 839 4008 EB -3932 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Conditions of Approval Drawing Number Sheet of Joseph F. Kolb, P.E. �� #41964 60933.01 Number 60933.01 No. Revision Date ppvd. Designed by Drawn by Checked by CAD checked by Approved by Scale 111=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title Conditions of Approval Drawing Number Sheet of Joseph F. Kolb, P.E. �� #41964 60933.01 Number 60933.01 P:\60933.01\cod\ld\Planset\60933 HD—PLN.d ZONING: C-2 8' " T -S' APPLICATION - The Dayfonn Traditionaire tastefully compliments roadways,, parks and residential roadways. . Catalog # 1' Type Project Comments Prepored:by Date SPECIFICATION FEATURES _ UTDDAVFORM FRAbITIONAtRE', .T._. I A • Housing. & Cover B—Socket E-t•Chitnney - I •. I PROFILE Hinged..(stainless steel hinge Mogul -base porcelain socket. Decorative glass chimney and (- � � a pins).die-cast aluminum (.100W MH is medium:base), support. Seloct mounting �hoight and read across for footcandle housing and cover with cupola. Standard color is black C• -Reflector F•-eaflast 1152inml polyester powder coat. Other Specular anodized aluminum Ballast assembly with p /r`� finish colors available. Consult reflector encapsulated starter (where `r your Streetworks No. used). Tunnel type compression tsti'i Mounting Representative. 1" AMSI D-••Ref.ractor terminal lugs. 9 t wattagefsource_label. inyecfian molded, contoured \ Effective 9.7" ( 1432mm1_ polycarbonate fens panels, 0 Mounting 7.6 Square Feet a Self aligning pole -top finer— O'TDDAYFO'RM 0 A 8 C I .D _ — fits 3' O.D. pole tops or vertical tenons. Square headed 1114" TRADITIONAiRE l' A..._..-_._.__._..__._.____'_ polymer c6atedmounting bolts with lock nut. " I II 5 0- 1 75VV L,6 112" E419mm1 •—'+ . High. Pressure Sodium Haifd.e rs-= — -- I .COOPER LIGHTING _. 4 3 2. 1 0 1 2 3 ADW041979 4 3 2 1. 0 11 2 3 4 ...---------- ��/d U.TD15SK255 DECORATIVE: LUMINAIRE 150 -Watt HPS 150 -Watt HPS 16,000 -Lumen Lamp- 'lr T'Pe III Type. V ORDERING INFORMATION lti, � i UTD �rtJrr1t i — E. Lamp Lamp Typo ¢ Ballast. Typo 2 �H=Reac1HPF voltage2 DistributionOptions 2=120V 22=Type I t '50=50' :S=HPS 0=208V 33 --Type Ill. '6=White - - Traditionarie `\I ^i1'Ir .M=MHS III N=Hi. 4=240V 55=Type V ,._z 10=100 - F-----:-----•-. 7=277V 9 ---Grey 15=150"A 117=175 P=Hi. Reac1HPF IR: 8=480V . _ UTDDAVFORM FRAbITIONAtRE', .T._. I DIMENSIONS _ - I •. I PROFILE OPTIONAL LADDER HEST Footcandle Tnblo _ _ (- � � I�3 Seloct mounting �hoight and read across for footcandle 1152inml values of each isofootcandle lino. Distance inunits of / p /r`� %. z mounting hoinht. _ No. f EPA Mounting Designed by GR 1: ..7 �1" Projected Area: C E y E781m30B/4m), \ Effective 9.7" ( 1432mm1_ B ID / } Z' 1 7.6 Square Feet a 4—'- 0 A 8 C I .D l' Approximate Not Wti.35lbs. _._ 12; 54 1.77 0.88 0.44 0.17 . I II —� — 1.28 0.64 0.32 OJb_ 0.06 L,6 112" E419mm1 •—'+ . 7T 1432mm;.—b .COOPER LIGHTING _. 4 3 2. 1 0 1 2 3 ADW041979 . _ UTDDAVFORM FRAbITIONAtRE', PHOTOMETRICS, _ - I •. I i 4 �-4 Footcandle Tnblo _ _ (- � � I�3 Seloct mounting �hoight and read across for footcandle values of each isofootcandle lino. Distance inunits of / p /r`� %. z mounting hoinht. _ No. Revision Date Mounting Designed by GR I Drawn by GR Checked by GR , 1 C E i t Haight Footcandle Values for C t, f. I i ! I, Al B ID UTD Isofootcandlelines _ —E a 4—'- 0 A 8 C I .D l' I _._ 12; 54 1.77 0.88 0.44 0.17 . 16, 200 1.00 055' 0.25 0.10, —� — 1.28 0.64 0.32 OJb_ 0.06 3 _. 4 3 2. 1 0 1 2 3 4- 4 3 2 1. 0 11 2 3 4 'UTDISSRZ33 U.TD15SK255 150 -Watt HPS 150 -Watt HPS 16,000 -Lumen Lamp- 16,000 -Lumen Lamp T'Pe III Type. V ORDERING INFORMATION SAMPLE NUMBER: UTOSOSR2554 UTD — duct mily1Wattage 11-P`TD=DaVfcrm Lamp Lamp Typo ¢ Ballast. Typo 2 �H=Reac1HPF voltage2 DistributionOptions 2=120V 22=Type I (add as soffir.)"4 4=Photocortroi Receptacle '50=50' :S=HPS 0=208V 33 --Type Ill. '6=White - - Traditionarie 70=70 .M=MHS III N=Hi. 4=240V 55=Type V 8=Bronze 10=100 - Reac./NPF 7=277V 9 ---Grey 15=150"A 117=175 P=Hi. Reac1HPF IR: 8=480V E=FaCtory,lnstalled Cupola Cover'yiith_ Cast Reac.rNPF 8=34711 Aluminum Eagle . W=Multi-Tap H=Plug•imStarterReceptacle wired 120V J --Factory Installed Ladder Rest N=Multi-Tap S=Snap Latches for Toolless Lamp Replacement wired277V U=UUCSA Listed . W=ia' 010 Leads Installed Accessories (order separately), . _ TAIBK=Decorative Ladder Rest for Field. Installation . , 0A1220=TufGuard Vandal Shield - NOTE! 1 Standard color is black, other finish colors available: Consult your Streetworks Representative. 2 Refer to technical section for lamplballostivoltago compatibility: A 15OW units are for S56 Lamps. 4 When ordering options, aide( in alphanumeric order, 5 Medium -base porcelain socket standard- 15OW.and below.. uo sp olr.oal .�ra4mc�aom:,ro�c_uo I oeovrilF,nurnodm. Visit our web site at www.coopedighting.com COOPER Lighting Custornar First Center 1121_Hignwey74 South Peachuele-City..GA 30269 770.486.4800 FAX 770.4864007 ADWO41979 . f:Y I LIGHTING LEGEND: SYMBOL SYMBOL DESCRIPTION NAME ® A 175 WATT HPS MOUNT ON 15" POLE B BRONZELITE FL 3040 FLA— 4" FC. STRIP (FL) C UPLIGHT LUMIERE— 100 W PAR 38 MODEL#740—BK—MB2-100-120 GENERAL NOTES: ALL LIGHT FIXTURES ARE APPROXIMATE LOCATIONS. VERIFY EXACT LOCATION WITH LANDSCAPE ARCHITECT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3 1 1 ( 1 I 40 0 40 80 SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Aloha Pacifica llc LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc@earthlink.net Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title H-A—ZDSCAPE/ LIGHTING PLAN Drawing Number L100 Sheet of Project Number Anogll m No. Revision Date Appvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 1 "=4V Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title H-A—ZDSCAPE/ LIGHTING PLAN Drawing Number L100 Sheet of Project Number Anogll m P:\60933.01\cod\ld\Plonset\60933 HD—PLN.dwg SLAC FENC 31' GAZEBO DETAIL r SHED. AL DRAWINGS -- - ALUMINUM LETTERS STUD mesn.aa.c •....: —^^ •—^----- - —_••------ MOUNTED TO WALL MATTE SELF-CLOSING & GOLD SELF -LATCHING GATE. FINISH. ENTRANCE FEATURE & SIGNAGE ELEVATION rt CL - -• -- � `L. COLUMN & FENCE DETAIL Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 9 FAX 407 839 4008 EB -3932 Aloha Pacifica llc LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc@earthlink.net Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title HARDSCAPE/ LIGHTING PLAN Drawing Number L101 Sheet of Project Number 60933.01 No. Revision Date Appvd. Designed by GR Drawn by GR Checked by GR CAD checked by Approved by Scale 111=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title HARDSCAPE/ LIGHTING PLAN Drawing Number L101 Sheet of Project Number 60933.01 P:\60933.01\cad\Id\Planset\60933 PR—LA—PLN.dwg I 5 14 BOTANICAL NAME/ COMMON NAME SPECIFICATIONS 00000 00000 10 ,P LLT LIGUSTRUM JAPONICUM LIGUSTRUM TREE 8' X 8', MULT-TRUNK 16 MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 3"- 3 1 2" DBH, 14'- 3 i QS i •ems' BLDG 7 n- l ! �� ■■ ■■ ■■ ■.� O 0 ,o 0 11111111 11111111' ' / ( ® IMIM r ..... ...... I 1 IIIIIIIII 1111111. �� ooa�oo� 000000 , � SP. � � i 3 f I I LEG s y 24 I i I 14' CT., SOD -SOD SOD_ ITTIf 191 F9 197 HIM El M El 0 El #, LSI BLDG 10 BLDG 11 MG I MG 1 . SQR s .,c r QS ILl I, BLDG 2 } .v iR+ 1 SOD ra h;MG BLDG 3 I Qv BLDG 5 1 BLDG 4 QS :Ev E:,: 3 hILI W, ED;« 1000@00 E9 T�— - - _ w n st = SOD CIQCO CO . ` SO6;) � SOD /�� -SOD y M QTY. SYM. BOTANICAL NAME/ COMMON NAME SPECIFICATIONS 00000 00000 TREES / PALMS 5 LLT LIGUSTRUM JAPONICUM LIGUSTRUM TREE 8' X 8', MULT-TRUNK 16 MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 3"- 3 1 2" DBH, 14'- 16' HT. X 5'- 6' SPR. 29 QS QUERCUS SHUMARDII SHUMARD OAK 3"- 3 1/2" DBH, 14'- 16' HT. X 5'- 6' SPR. 43 QV QUERCUS VIRGINIANA LIVE OAK 3"- 3 1/2" DBH, 14'- 16' HT. X 5'- 6' SPR. 11 SP SABAL PALMETTO CABBAGE PALM 10'- 22' CT., HURRICANE CUT, SEE PLAN FOR HTS. Date Appvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 11101 Date October 8, 2004 SHRUBS/ GROUNDCOVERS 9 CA CRINUM AUGUSTUM/ QUEEN EMMA LILY MIN. 30"-36" HT. x 30" SPD., SPACING AS SHOWN 645 DV DIETES VEGETA/ WHITE AFRICAN IRIS MIN. 12"-18" HT. x 12" SPD., FULL, 24" O.C. 135 JP JUNIPERUS C. PARSONII/ PARSON'S JUNIPER MIN. 9"-12" HT. x 18" SPD., FULL, 24" O.C. 118 LC LOROPETALUM CHINENSIS/ RUBY LOROPETALUM MIN. 15"-18" HT. x 18" SPD., FULL, 24" O.C. 148 LEG LIRIOPE EVERGREEN GIANT/ GIANT BORDER GRASS MIN. 12" HT., FULL, 24" O.C. 660 LVG VAR. EVERGREEN GIANT/ AZTEC GRASS MIN. 12" HT., FULL, 24" O.C. 76 PA PLUMBAGO AURICULATA/ 'BLUE CAPE' PLUMBAGO MIN. 12"-18" HT. x 24" SPD., FULL, 24" O.C. 168 RR RHODODENDRON SP./ 'FASHION' AZALEA MIN. 12"-18" HT. x 24" SPD., FULL, 24" O.C. 122 SB SPARTINA BAKERI/ SAND CORDGRASS MIN. 24"- 30" HT.FULL, 36" O.C. 158 TA TRACHELOSPERMUM ASIATICUM/ ASIAN JASMINE MIN. 9"-12" HT. x 18" SPD., FULL, 24" O.C. 334 VS VIBURNUM SUSPENSUM/ SADANKWA VIBURNUM MIN. 24'-30" HT. x 18" SPD., 30" O.C. 375 'A' ANNUALS SP./ ANNUALS 4" POT, 9" O.C., SEASONAL VARIETIES SF. SOD STENOTAPHRUM SECUNDATUM/ ST. AUGUSTINE GRASS LANDSCAPE CONTRACTOR TO DETERMINE S.F. 0000 1 ♦ 1 O 00000 00000 � r+� • `�l►T(u_r- �► i +r AME No. Revision Date Appvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 11101 Date October 8, 2004 �� • / SOD I iii unnu .III � Ilnun � 1 11 L - i / • ''valwWrV v + 0000 1 ♦ 1 O 00000 00000 � r+� • `�l►T(u_r- �► i AME No. Revision Date Appvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 11101 Date October 8, 2004 �� • / SOD 000000 00 ��I LANDSCAPE GENERAL NOTES 1. All proposed material shall be Florida #1 or better as described in "Grades and Standards for Nursery Plants" by the Florida Department of Agriculture and Consumer Services (dated 1998). All plant material shall be guaranteed for (1) one year from date of final acceptance. 2. All trees to be planted with 'Terra Sorb' or approved equal in three one ounce handy pack. Composed of synthetic Acrylamide Copelymer, Potassium Acylate. Particle size of 1.0mm 3.Omm and absorbtion rate of three hundred times its weight in water, apply dry. 3. Landscape Contractor to install an automatic irrigation system that provides 100% coverage with 100% overlap. 4. No substitutions will be accepted without the written approval and acceptance by the Landscape Architect. 5. All work shall proceed in a professional manner in accordance with standard nursery and installation practice. 6. Quantities as shown on the plant list are for convenience only. Landscape Contractor is responsible for all plants shown on the planting plans. If descrepencies arise between the plant list and planting plans, the plans are to override the plant list in all cases. 7. Landscape Contrator is responsible for locating all existing and proposed underground utilites, infrastucture and irrigation lines prior to digging. 8. Ground covers and shrubs to be laid out in a consistant manner as specified in the planting specifcations and details. 9. All sod areas to be sodded with 100% St. Augustine 'Floratam' sod. 10. All planting beds to receive a 3" deep layer of mini pine bark mulch or approved equal. 11. All large palms to be planted a minimum of 5' From back of curb unless otherwise shown on the plan. 12. Landscape Architect to be immediately notified of any descrepencies found in the field. SOD 13. Landscape Contractor to notify Landscape Architect 3 days prior to installation of material. 14. Landscape Contractor to verify that irrigation system is fully operational before installation of any plant material. The landscape contractor will assume total responsibility for loss of material if not previously approved by the Owner or Landscape Architect. 15. Plant materal to be field adjusted as necessary to prevent conflict with exisitng and proposed utilities and irrigation equipment. 16. All landscape and irrigation shall conform to the minimumm standards set forth in the applicable codes of City of Ocoee LDC. 17. All plant material used as a screen hedge shall be equal in height or greater than the height of all dumpsters, transformers, mechanical equipment and other ground free standing utility equipment or enclosures. 18. Groundcover shall provide not less than 50% coverage at time of planting and 100% coverage within 6 months. 19. No light poles shall be located within 12' of a canopy tree or within 6' of a palm tree. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 a FAX 407 839 4008 EB -3932 AlohaPacifica LAND PLANNING llc LANDSCAPE ARCHITECTURE �t►�NN�1N1��N�NNN��t►��t►t►��N��N��NN�tt 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc@earthlink.net Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN Drawing Number L102 Sheet of Project Number 60933.01 No. Revision Date Appvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 11101 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN Drawing Number L102 Sheet of Project Number 60933.01 P:\60933.01\cad\Id\Planset\60933 PR—LA—PLN.dw( VS 6 BMW oftim NVAW DV 9 DV RR SOD RR DV VS VS 6 6 SOD VS 6 - i . TYP. LANDSCAPE UNITS NO. 1- 8,17- 24 1"= 20'-0" VOLLEYBALL AREA LANDSCAPE 1"= 20'-0" VS 6 —DV - 1"= V LC 9 VS 6 SOD SOD llc LAND PLANNING SOD SOD DV RR SOD RR DV VS VS 6 6 SOD VS 6 - i . TYP. LANDSCAPE UNITS NO. 1- 8,17- 24 1"= 20'-0" VOLLEYBALL AREA LANDSCAPE 1"= 20'-0" VS 6 —DV - 1"= V LC 9 VS 6 SOD SOD VS 6 SOD VS R9 R9 SOD llc LAND PLANNING LANDSCAPE ARCHITECTURE SOD vs 6 SOD VS 6 SOD VS R9 R9 r• VS " 6 SOD VS 6 6 - k ` t jj( TYP. LANDSCAPE UNITS NO. 9-16, 25- 32 SOD llc LAND PLANNING LANDSCAPE ARCHITECTURE SOD r• VS " 6 SOD VS 6 6 - k ` t jj( TYP. LANDSCAPE UNITS NO. 9-16, 25- 32 SOD ' VS ' 6 VS 6 SOD I VS 6 t • . i s TYP. LANDSCAPE UNITS NO. 37- 42 1"= 20'-0" 1"= 20'-0" VS 6 VS 6 GOS I VS 6 VS 6- I - TYP. LANDSCAPE UNITS NO. 53- 56, 33- 36 1"= 20'-0" 2 TYP. LANDSCAPE UNITS NO. 47- 52 1"= 20'-0" SOD I I VS 6 VS 6 SOD ' VS ' SOD I TYP. LANDSCAPE UNITS NO. 57- 64 1"= 20'-0" TVanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Aloha SOD llc LAND PLANNING LANDSCAPE ARCHITECTURE SOD SOD ' VS ' 6 VS 6 SOD I VS 6 t • . i s TYP. LANDSCAPE UNITS NO. 37- 42 1"= 20'-0" 1"= 20'-0" VS 6 VS 6 GOS I VS 6 VS 6- I - TYP. LANDSCAPE UNITS NO. 53- 56, 33- 36 1"= 20'-0" 2 TYP. LANDSCAPE UNITS NO. 47- 52 1"= 20'-0" SOD I I VS 6 VS 6 SOD ' VS ' SOD I TYP. LANDSCAPE UNITS NO. 57- 64 1"= 20'-0" TVanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 • FAX 407 839 4008 EB -3932 Aloha Pacifica llc LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohopocificallc@earthlink.net Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN ENLARGEMENTS Drawing Number L103 Sheet of No. Revision Dote Appvd. Designed by GR Drawn by GR Checked by GR CAD checked by Approved by Scale 111-20' Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title LANDSCAPE PLAN ENLARGEMENTS Drawing Number L103 Sheet of P:\60933.01\cod\ld\Planset\60933 PR—IR—PLN.dwg RE"""ORID"S" -BLDG 6 NOTE: IRRIGATION WATER SOURCE WILL TRANSFER FROM POTABLE TO REUSE (NON -POTABLE) WATER WHEN IT BECOMES AVAILABLE. 1 2 '1 12' 1;2 ily - --------- 13 —13 1-3 El 2 M7 M BLDG 8 QPM RAD. :2] 20-30 4/2/1 :9R RIk— R� BLDG 9 RAINBIRD 1800 SERIES— jjj 1`1� IVF BOOK 11330ijjj.[ F"AGE 129 OR APPROVED EQUAL 20-30 7 6 5 RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 r78 D RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 Q 63 RAINBIRD 1800 SERIES OR APPROVED EQUAL F1 rnls_ M M BLDG 10 BLDGJ 11 2— 15' RIANBIRD 1800 SERIES Designed by GR I Drawn by GR Checked by GR OR APPROVED EQUAL N/A F1 N/A RAINBIRD 1800 SERIES OR APPROVED EQUAL -BLDG 6 NOTE: IRRIGATION WATER SOURCE WILL TRANSFER FROM POTABLE TO REUSE (NON -POTABLE) WATER WHEN IT BECOMES AVAILABLE. 1 2 '1 12' 1;2 ily - --------- 13 —13 1-3 El 2 M7 M BLDG 8 1 t �l 1L 1� J l�Jl 1 f ILOHA COURT PRIVATE RIGHT-OF-WAY) -A QPM RAD. :2] 20-30 4/2/1 :9R RIk— R� BLDG 9 RAINBIRD 1800 SERIES— jjj 1`1� IVF BOOK 11330ijjj.[ F"AGE 129 OR APPROVED EQUAL 20-30 7 6 5 RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 r78 D RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 Q 63 RAINBIRD 1800 SERIES OR APPROVED EQUAL F1 rnls_ M M BLDG 10 BLDGJ 11 2— 15' RIANBIRD 1800 SERIES Designed by GR I Drawn by GR Checked by GR OR APPROVED EQUAL N/A F1 N/A RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 3/6 26-52! RAINBIRD 1800 SERIES OR APPROVED EQUAL HUNTER 24—STATION CONTROLLER— MODEL# [CC-2400PL MINI—CUK 11 RAIN SENSOR— MOUNT TO OUTSIDE WALL OF BUILDING RAINBIRD PGA SERIES— MODEL #200—PGA IN ROUND CARSON VALVE BOX Pr NIBCO T113, BRASS GATE VALVE (LINE SIZE) . . . . . . . . . . . . IN 10" ROUND CARSON VALVE BOX TT - N, VL�ttdl,. 2 N ..'.^.a 1 t �l 1L 1� J l�Jl 1 f ILOHA COURT PRIVATE RIGHT-OF-WAY) -A QPM RAD. :2] 20-30 4/2/1 ROSE HH"L RAINBIRD 1800 SERIES— jjj 1`1� IVF BOOK 11330ijjj.[ F"AGE 129 OR APPROVED EQUAL 20-30 7 6 5 RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 r78 D RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 Q 63 RAINBIRD 1800 SERIES OR APPROVED EQUAL F1 rnls_ M M BLDG 10 BLDGJ 11 2— 15' RIANBIRD 1800 SERIES Designed by GR I Drawn by GR Checked by GR OR APPROVED EQUAL 1 t �l 1L 1� J l�Jl 1 f ILOHA COURT PRIVATE RIGHT-OF-WAY) -A BLDG 1 F T T UH 6L BLDG 2 -YRETENTION POND j IIF177�7 I M EJ E _W_ BLDG 3 ano BLDG BLDG 4 fp fl J J I 0 1W_1— I A _2 HUNTER 24 -STATION IRRIGATION CONTROLLER ------ - ------ M POINT OF CONNE=CTION: �" L 1/2' IRRIGATION -METER WITH BACKFLOWA ( PREVENTER- CONNECT TO 10" PVC WM- .. ....... .. ...... . ......... w.. ..... —1�-k.-.,,--INSTALL-PER-CIT.Y,,,CODE 5591Fs 55D 2,, I D -S F El- LAT Kf A IR P I GOOD HOMES PLAiLl 'v CKIAD—MIr ufiDr rv%kikirtTnDc 411 VALVE C NIPPLE BEYOND EDGES OF VALVE BOX AND 8' DEEP CONTROL VALVE DETAIL NOT TO SCALE 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIEDTO A MINIMUM 12" OF COVER. 3. ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. LANDSCAPE CONTRACTOR SHALL NOT USE FUNNY PIPE. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE ROTOR HEAD SHALL BE 3/4-. 5. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 6. CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES (UNLESS OTHERWISE INDICATED IN THE SPECS). NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRES SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING KING "ONE-STEP" CONNECTORS AND SEALANT. 7. IRRIGATION PLAN IS SCHEMATIC ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR INSTAWNG A FULLY AUTOMATIC IRRIGATION SYSTEM THAT PROVIDES 100% COVERAGE IN ALL PLANTING AREAS. 8. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES, AND REGULATIONS. 10. THE LANDSCAPE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRO- DUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM SURFACES 11. ALL 12" POP-UP SPRAY HEADS NEXT TO BUILDING OR LOCATED IN PORPOSED HEDGE TO BE MOUNTED ON 24" BLACK PVC RISERS. SYMBIX MSCPJnM 4RAIL 6- 4" POP-UP SPRAY HEAD FULL, 1/2, 1/4 CIRCLE O b- 12" POP-UP SPRAY HEAD: FULL, 1/2, 1/4 CIRCLE e POP-UP SPRAY HEAD: SIDE, END STRIP 12" POP-UP SPRAY HEAD: SIDE, END STRIP STREAM BUBBLER FLOOD BUBBLER 110 LAWN POP-UP ROTOR HEAD: FULLYART CIRCLE F.FcA IRRIGATION CONTROLLER FRI RAIN SENSOR ELECTRIC VALVE GATE VALVE (E) GATE VALVE SIZE r. IRRIGATION MAIN 1 1/2' PVC SCHEDULE 40 SOLVENT WELD IRRIGATION LATERAL, CLASS 200 -------- IRRIGATION SLEEVE, SCHEDULE 40 JSLEEVE SIZE 4 STATION NUMBER 42 11 FLOW (G.P.M.) / ELECTRIC VALVE SIZE p21 QPM RAD. :2] 20-30 4/2/1 4!-15' RAINBIRD 1800 SERIES— OR APPROVED EQUAL 20-30 4/2/1 4!-15! RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 4!x30'/4!x15' RAINBIRD 1800 SERIES BLDG 1 F T T UH 6L BLDG 2 -YRETENTION POND j IIF177�7 I M EJ E _W_ BLDG 3 ano BLDG BLDG 4 fp fl J J I 0 1W_1— I A _2 HUNTER 24 -STATION IRRIGATION CONTROLLER ------ - ------ M POINT OF CONNE=CTION: �" L 1/2' IRRIGATION -METER WITH BACKFLOWA ( PREVENTER- CONNECT TO 10" PVC WM- .. ....... .. ...... . ......... w.. ..... —1�-k.-.,,--INSTALL-PER-CIT.Y,,,CODE 5591Fs 55D 2,, I D -S F El- LAT Kf A IR P I GOOD HOMES PLAiLl 'v CKIAD—MIr ufiDr rv%kikirtTnDc 411 VALVE C NIPPLE BEYOND EDGES OF VALVE BOX AND 8' DEEP CONTROL VALVE DETAIL NOT TO SCALE 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIEDTO A MINIMUM 12" OF COVER. 3. ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. LANDSCAPE CONTRACTOR SHALL NOT USE FUNNY PIPE. 4. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE ROTOR HEAD SHALL BE 3/4-. 5. ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 6. CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES (UNLESS OTHERWISE INDICATED IN THE SPECS). NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRES SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING KING "ONE-STEP" CONNECTORS AND SEALANT. 7. IRRIGATION PLAN IS SCHEMATIC ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR INSTAWNG A FULLY AUTOMATIC IRRIGATION SYSTEM THAT PROVIDES 100% COVERAGE IN ALL PLANTING AREAS. 8. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES, AND REGULATIONS. 10. THE LANDSCAPE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRO- DUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM SURFACES 11. ALL 12" POP-UP SPRAY HEADS NEXT TO BUILDING OR LOCATED IN PORPOSED HEDGE TO BE MOUNTED ON 24" BLACK PVC RISERS. SYMBIX MSCPJnM 4RAIL 6- 4" POP-UP SPRAY HEAD FULL, 1/2, 1/4 CIRCLE O b- 12" POP-UP SPRAY HEAD: FULL, 1/2, 1/4 CIRCLE e POP-UP SPRAY HEAD: SIDE, END STRIP 12" POP-UP SPRAY HEAD: SIDE, END STRIP STREAM BUBBLER FLOOD BUBBLER 110 LAWN POP-UP ROTOR HEAD: FULLYART CIRCLE F.FcA IRRIGATION CONTROLLER FRI RAIN SENSOR ELECTRIC VALVE GATE VALVE (E) GATE VALVE SIZE r. IRRIGATION MAIN 1 1/2' PVC SCHEDULE 40 SOLVENT WELD IRRIGATION LATERAL, CLASS 200 -------- IRRIGATION SLEEVE, SCHEDULE 40 JSLEEVE SIZE 4 STATION NUMBER 42 11 FLOW (G.P.M.) / ELECTRIC VALVE SIZE p21 QPM RAD. MANUFACTURER + MODEL No. 20-30 4/2/1 4!-15' RAINBIRD 1800 SERIES— OR APPROVED EQUAL 20-30 4/2/1 4!-15! RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 4!x30'/4!x15' RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 1.5/.5 4!x30'/4!x15! RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 .86 2— 15' RIANBIRD 1800 SERIES Designed by GR I Drawn by GR Checked by GR OR APPROVED EQUAL N/A .25 N/A RAINBIRD 1800 SERIES OR APPROVED EQUAL 20-30 3/6 26-52! RAINBIRD 1800 SERIES OR APPROVED EQUAL HUNTER 24—STATION CONTROLLER— MODEL# [CC-2400PL MINI—CUK 11 RAIN SENSOR— MOUNT TO OUTSIDE WALL OF BUILDING RAINBIRD PGA SERIES— MODEL #200—PGA IN ROUND CARSON VALVE BOX NIBCO T113, BRASS GATE VALVE (LINE SIZE) IN 10" ROUND CARSON VALVE BOX Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 W. Central Blvd., Suite 800 Orlando, FL. 32801 407 839 4006 9 FAX 407 839 4008 EB -3932 Aloha Pacifica II C LAND PLANNING LANDSCAPE ARCHITECTURE 200 N. DENNING DR., SUITE 9 WINTER PARK, FL 32789 VOICE (407) 691-0002 FAX (407) 691-0008 alohapacificallc@earthlink.net Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title I Drawing Number L104 Sheet of No. Revision Date ppvd. Designed by GR I Drawn by GR Checked by GR CAD checked by Approved by Scale 111=401 Date October 8, 2004 Project Title The Villas at Woodsmere Ocoee, FL Issued for Review Drawing Title I Drawing Number L104 Sheet of